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03-11-2024 City Council Agenda and Packet
A.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower 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. A.1 Commission Interviews A.2 Discuss Commission Appointments A.3 Downtown Design Guidelines and Wayfinding Projects Open House Summary A.4 Future Work Session Schedule B.REGULAR CITY COUNCIL MEETING - 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 Minutes dated February 26,2024 D.2 Receive Planning Commission Minutes dated February 20, 2024 D.3 Receive Park and Recreation Minutes dated January 23, 2024 D.4 Approve Claims Paid dated March 11, 2024 D.5 Approve 2024 Liquor License Renewals AGENDA CHANHASSEN CITY COUNCIL MONDAY, MARCH 11, 2024 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.6 Approve Final Plat and Development Contract for 53 Rowhomes located at the Southwest Corner of Powers and Lyman Boulevards D.7 City Commission Appointments D.8 Award Low Quote, 2024 4th of July Tents, Tables, and Chairs D.9 Approve Application for Exempt Permit from St. Hubert Catholic Church to Conduct Lawful Gambling on April 26, 2024 D.10 Award Bid Package #1 for the Civic Campus Project D.11 Maintenance Agreement between the Riley Purgatory Bluff Creek Watershed District and the City of Chanhassen for the Lake Ann Park Preserve D.12 Approve an Encroachment Agreement between City of Chanhassen and Alfred A. Alejo and Mary Alejo 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 Visitor Presentation - Liz Williams F.GENERAL BUSINESS F.1 Consider Preliminary Plat and Site Plan request for Market Street Addition; Redevelopment of the Chanhassen Cinema and Hotel. (Planning Case 24-01) F.2 Hold Public Hearing and Consider Resolution 2024-XX: Approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13. F.3 Hold Public Hearing and Consider Resolution 2024-XX: Vacating a Portion of Public Drainage and Utility Easements within the Avienda Plat G.COUNCIL PRESENTATIONS H.ADMINISTRATIVE PRESENTATIONS I.CORRESPONDENCE DISCUSSION I.1 January 2024 Communications Report I.2 Lake Ann Preserve Postcard J.ADJOURNMENT K.7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING K.1 Approve Economic Development Authority Meeting Minutes dated February 12, 2024 2 K.2 Resolution adopting modification to the Redevelopment Plan for the Chanhassen Redevelopment Project Area and Tax Incremement Financing District No. 13 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 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. 3 City Council Item March 11, 2024 Item Commission Interviews File No.Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council will interview the remaining Commission applicants as follows: 5:30pm - Commission on Aging Barbara Solum Gwendolyn Block Jim Camarata Phyllis Mobley Sidney Lindmark 5:30pm - Planning Commission David Benedict BACKGROUND 4 Planning Commission Two 3-year positions The terms of Commissioners Erik Johnson and Kelsey Alto are expiring. Commission on Aging Three 3-year positions The terms of Commissioners Jim Camarata, Laura Baumtrog, and Gwendolyn Block are expiring. Jim Camarata and Gwendolyn Block have applied for reappointment. This interview will be held at the City Council Work Session on March 11 at 5:30 pm. *The Commission on Aging bylaws allow for the appointment of 7 or 8 commissioners. DISCUSSION Following the interviews, the City Council will discuss commission appointments. The City Council will also dicuss the process for appointing Board members to the Watershed District. Commission appointments will be made at the March 11, 2024 Regular City Council Meeting. BUDGET N/A RECOMMENDATION ATTACHMENTS Interview Questions Commission Interview Scoring 5 COMMISSION INTERVIEW QUESTIONS 1. Briefly introduce yourself and your background to us. 2. What are you most interested in accomplishing through your role on a city commission? 3. Why did you choose to live in Chanhassen? What keeps you here? 4. What do you believe are the biggest concerns of your neighbors? Tell us about the experiences that you have had serving in similar volunteer roles. 5. Do you understand the time commitments it takes to be a member of the Commission, and are you comfortable with that? 6. Which commissions are you interested in serving on if you are not appointed to your first choice? 6 2024 COMMISSION INTERVIEW NOTES & SCORING Commission Candidate Rank Commission on Aging Barbara Solum Commission on Aging Gwendolyn Block Commission on Aging Jim Camarata Commission on Aging Phyllis Mobley Commission on Aging Sidney Lindmark 7 2024 COMMISSION INTERVIEW NOTES & SCORING Commission Candidate Rank Planning David Benedict 8 2024 COMMISSION INTERVIEW NOTES & SCORING Commission Candidate Rank Park & Rec Jim Peck Park & Rec Rob Swanson 9 2024 COMMISSION INTERVIEW NOTES & SCORING Commission Candidate Rank Aging Ruth Slivken Aging Elizabeth Mason 10 City Council Item March 11, 2024 Item Discuss Commission Appointments File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND Applicant Overview Initially, 16 applications were received and two have since withdrawn, leaving the 14 applicants listed below to fill 11 vacancies. Applicant Name Commission Desired Commission Second Choice David Benedict Planning Erik Overlid Planning Jeremy Rosengren Planning Katie Trevena Planning 11 Kristin Fulkerson Planning Barbara Solum Aging Gwendolyn Block*Aging Jim Camarata*Aging Phyllis Mobley Aging Sidney Lindmark Aging Paget Pengelly Environmental John Stutzman Park & Recreation Michael Leisen Park & Recreation Sean Morgan Park & Recreation Applicant Name Commission Desired Commission Second Choice *Incumbent Open Commission Seats Commission Three-Year Positions expiring 3/31/2028 Planning Commission 2 Commission on Aging 3 Park & Recreation 3 Environmental 3 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 12 City Council Item March 11, 2024 Item Downtown Design Guidelines and Wayfinding Projects Open House Summary File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Eric Maass, Planning Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Staff will provide the City Council with an update on the information provided at the open house on March 4 for the downtown design guidelines and wayfinding projects. Approximately 40 members of the public attended the open house to provide valuable feedback on the future of the downtown design standards and guidelines including street design. The community provided a good deal of excitement about establishing the standards for the downtown vision with a large number of attendees especially interested in improved walkability within the downtown area and filling existing gaps in the sidewalk network as well as options for traveling to and from the downtown by bike to visit the civic campus and other local destinations. Remaining Project Schedule (dates anticipated and subject to minor shifts) April 8 - City Council reviews full draft plan at work session April 9 - Economic Development Commission reviews full draft plan April 16 - Planning Commission reviews full draft plan May 7 - Planning Commission reviews updated draft plan (public hearing) 13 June 3rd - City Council reviews final plan (adoption anticipated) BACKGROUND DISCUSSION As part of the last update on the downtown design guidelines and downtown traffic study update, the city council expressed interest in the possibly of incorporating dedicated bike lanes in the downtown. Staff has reviewed potential locations for dedicated bike lanes based on the city's existing and planned trail infrastructure, regional destinations, safety surrounding Hwy 5, as well as how bike lanes may be designed within the downtown area. After review, staff's initial thoughts are that if dedicated bike lanes were included in the downtown that they would be most appropriate along the north side of W 78th street and south along Great Plains. The reasoning for this is to create an East/West Link from the existing bridge over Hwy 5, downtown, Lake Ann Park, and ultimately the existing Hwy 5 underpass just east of Audubon. Staff did not believe dedicated bike lanes were appropriate for all of downtown, nor Market Blvd in particular as we did not feel directing bikes to the existing traffic signal intersections on Hwy 5 is as desirable as the existing grade separated infrastructure already in place. An extension of dedicated bike lanes north along Kerber also seems appropriate as there is ample street width and paving to easily incorporate this area into the network...especially knowing that Hennepin County is extending a trail from the north end of Powers into downtown Excelsior next year. As part of the downtown design guidelines project staff has revised street section designs for ways that a dedicated, protected, dual direction bike lane could be added to the north side of W 7th street. These street sections will serve as a guide for future projects, since none of the active projects ongoing would include dedicated bike lanes at the current time. BUDGET RECOMMENDATION No formal recommendation from staff as this item is meant only as a project status update. ATTACHMENTS Open House Community Engagement Boards Downtown Core Street Sections With and Without Bike Lanes Community Feedback Summary Memo - March 4th Open House Trail Map Including Potential Downtown Bike Path 14 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 PROPOSED SIGN LOCATIONS: PROPOSED SIGN FAMILY: 15 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 WHAT ARE DESIGN STANDARDS? WHAT ARE DESIGN GUIDELINES? Leverage best practices from other cities for downtown, mixed use, and pedestrian-oriented design standards/guidelines • Design standards are requirements located in the zoning code. • Language of design standards is “shall”, “required”, “must”. • Design standards are objective, clear, and typically specific numerical standards. • Design standards establish the required placement, scale, and design of development beyond the typical dimensional standards (e.g. setbacks, building height). • Provide property owners and developers additional guidance in the form of community preferences and best practices, rather than requirements. • Language of design guidelines is “should”, “encourage”, “prefer”. • Focused on guiding development that creates a strong sense of place. • Used alongside the required design standards in the zoning code. • Property owners and developers should review these guidelines prior to submitting a development application and are expected to provide a narrative as part of their development proposal that identifies how the project achieves these guidelines. PROJECT INTENT: Develop Downtown Design Standards in the Zoning Code focused on mixed use and pedestrian-oriented development Develop Downtown Design Guidelines that encourage property owners and developers to design new development that achieves the community’s aspirations and preferred downtown character 16 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 CURRENT ORDINANCE: Existing Downtown Design Standards: The zoning code currently has two sets of design standards: • Commercial, Industrial, and Office-Institutional Developments • Multifamily Developments Existing Downtown Design Guidelines: • Development within the downtown area relies on the basic design standards outlined above based on the proposed type of land use. • The vision for the downtown area creates a need for specific design standards and guidelines for the area. Downtown Design Guidelines (new) • Site Guidelines • Building Guidelines DESIGN STANDARDS & GUIDELINES FOR DOWNTOWN SITE/BUILDING DEVELOPMENT: Central Business District zoning district (existing) • Build-to-Zone: min and max setback along street front property lines • Building Height: min = 1 story, max = 6 stories • Individual Story Height: min/max, street level story taller • Side & Rear Setbacks: none Downtown Design Standards (new) • Site Standards • Building Standards 1 2 3 17 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 WHAT HAVE WE HEARD? COMMERCIAL / RETAIL RETAIL CENTER WITH PLAZA RETAIL CENTER END CAP WITH OUTDOOR SEATINGSMALL RETAIL OUTDOOR PATIO RETAIL CENTER STREETSCAPE RETAIL CENTER WITH OUTDOOR SEATING OFFICE / SERVICE SMALL OFFICE BUILDING MULTI-TENANT OFFICE BUILDING MULTI-TENANT OFFICE BUILDING HOSPITALITY 5 STORY HOTEL WITH RESTAURANT 3 STORY HOTEL WITH RESTAURANT RESIDENTIAL MULTI-STORY APARTMENT BUILDINGMULTI-STORY APARTMENT BUILDING WITH AMENITY SPACEMULTI-STORY APARTMENT BUILDING MULTI-STORY APARTMENT BUILDING WITH WALKOUT UNITS MULTI-STORY APARTMENT BUILDING WITH GREENSPACEMULTI-STORY APARTMENT BUILDING WITH WALKOUT UNITS MIXED-USE MULTI-STORY BUILDING WITH FIRST FLOOR RETAILMULTI-STORY BUILDING WITH DINING MULTI-STORY BUILDINGS WITH DINING/HOTEL/SHOPS MULTI-STORY TIERED BUILDING WITH OUTDOOR SEATING MULTI-STORY BUILDING WITH SHOPS/DINING PARKING LANDSCAPED PARKING LOT BUFFERS PARKING GARAGE BIOSWALE IN PARKING MEDIAN (GREEN INFRASTRUCTURE)PEDESTRIAN WALKWAY THROUGH PARKING EV CHARGING STATIONSPARKING LOT SCREENING FROM ROAD The following precedent images were the most selected at previous community engagement events as being relevant examples to what people would like to see implemented in Chanhassen. 18 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 STANDARDS: SITE DESIGN STANDARDS Built-to-Zone Minimum Street Frontage Off Street Parking Location Site Design Standards How to Measure Placement of Buildings Street front coverage Minimum % Site/building elements in setback areas Encroachments allowed Placement and Configuration of Parking/Loading Facilities Off-street parking areas Locations allowed, maximum % of site, driveway locations and widths, screening Number of parking spaces (vehicle and bicycle) Minimum spaces required and maximum spaces allowed Shared off-street parking Locations allowed, types of uses allowed to share Loading facilities Locations allowed for off-street and on-street loading, driveway locations and widths, screening Private Usable Open Space Minimum sq. ft. or % of site Multi-Modal Transportation Facilities On-site walk/bike connections to public sidewalks and trails Screening Trash storage Locations allowed, screening Mechanical equipment Locations allowed, screening PRECEDENT IMAGES STREET FRONT COVERAGE SETBACK LANDSCAPE OPEN SPACE PEDESTRIAN CONNECTION MULTI-MODAL CONNECTIONS OFF-STREET PARKING TRASH/UTILITY SCREENING PARKING LOT SCREENING 19 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 STANDARDS: BUILDING DESIGN STANDARDS PRECEDENT IMAGES Upper Floors Stepback Upper Floors Stepback Upper Floors Stepback 3rd Floor Stepback Maximum Spacing of Entrances on Street Facade Maximum Spacing of Entrances on Street Facade Principal Entrance Placement Principal Entrance Placement Street Façade Articulation Street Façade Articulation Street Façade Transparency Maximum Building Height 6 Stories Maximum Building Height 6 Stories Street Façade Transparency Building Stepback Building Stepback Building Design Standards How to Measure Building Size Building length Maximum wall length Upper floors stepback Above 2nd, 3rd, and 4th story Building Facade Principal building entrance placement Minimum of one per street facade Spacing of building entrances Maximum distance between entrances Street facade articulation Articulation of building wall every ____ feet Street facade transparency Minimum % of windows/doors Parking structures Linear uses along streets, screening Roof Design Minimum roof pitch, maximum parapet height for flat roofs, screening of rooftop mechanical equipment Exterior Building Materials Permitted primary and accent materials, minimum % of primary materials, maximum % of accent materials FACADE TRANSPARENCY UPPER FLOOR STEPBACK EXTERIOR BUILDING MATERIALS BUILDING ENTRIES PARKING STRUCTURE LINEAR BUILDING FACADE ARTICULATION ROOF DESIGN 20 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 GUIDELINES: SITE DESIGN PRECEDENT IMAGERY Parking 1. Single-use parking structures should be minimized. 2. Public parking facilities should be easily accessible and identifiable. District signage should be utilized to identify public parking facilities, such as the Southwest Transit parking structure. 3. The presence of structured parking entrances should be minimized so that they do not dominate the street frontage of a building. Possible techniques include: • recessing the entry; • extending portions of the structure over the entrance; • using screening and landscaping; • using the smallest curb cut possible; and • creating a more dominant pedestrian entrance to the automobile entrance in terms of prominence on the streetscape. 4. Above-grade parking structures should fit with the character of surrounding buildings using complementary exterior wall materials, treatments, forms, articulation, fenestration, patterns, and colors. Even though these buildings store automobiles, they should appear to be part of a collection of neighboring buildings along the street. 5. Above-grade parking structures should contain, or be lined by, commercial/retail uses at street level along W 78th and Market Blvd. and by office or residential uses on upper stories. 6. If above-grade parking structures do not contain active uses at street level, landscaping and other screening devices are encouraged to buffer parking structures from pedestrian view. 7. Design parking facilities to minimize impacts of vehicle headlights on adjacent uses. 8. Surface parking lots should have enhanced landscaping, tree plantings, and a strong pedestrian connection to business and resident entries of buildings. Site Design Guidelines Criteria Trees/Landscaping 1. Maximize the ratio of planted surfaces to non-planted surfaces to reduce unnecessary hard surface cover wherever possible. 2. Encourage landscaped plazas, courtyards and gardens. 3. Native plant and tree species are encouraged to reduce maintenance and promote water conservation. 4. Encourage landscaping along exterior building walls to provide shade and cooling. 5. All projects must meet the current landscape requirements for new development in the downtown. SAMPLE IMAGES On-Site Stormwater Management 1. State of the art techniques should be considered for collecting, filtering, and treating stormwater runoff from development sites whenever feasible. 2. Design site irrigation facilities with water efficient systems. 3. Utilize native plant material to reduce water demand. 4. Incorporate porous pavers into hard surface areas to increase stormwater infiltration. 5. Encourage the use of green roofs to reduce the amount of stormwater runoff. 6. Promote the harvesting and reuse of stormwater for irrigation and grey water purposes. 21 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 GUIDELINES: SITE DESIGN Site Furnishings 1. Locate site furnishings for ease of use by patrons. Site plans should identify locations with seating, trash receptacles, etc. 2. Site furnishings should be harmonious with the building architecture and compliment the public realm established by the streetscape. Site Design Guidelines Criteria Service, Delivery, and Storage Areas 1. Locate service, delivery, and storage areas so that views of them from adjacent properties, streets, open spaces, and pathways are minimized. 2. Where feasible, utilize landscape and architectural screening to minimize visual impacts of service, delivery, and storage areas. 3. Use signage to clearly identify service entrances to discourage the use of main building entries for service and delivery areas. PRECEDENT IMAGERY SAMPLE IMAGES Lighting 1. Use building lighting only for safe illumination of building entries, service areas, and pedestrian/vehicle movement areas. 2. Lighting at building entries, service areas, and pedestrian/vehicle movement areas should be limited to low wattage downcast or low cut-off fixtures that may remain on throughout the night. 3. Service area lighting should be confined within the service area boundaries and enclosure walls. No spill-over lighting should occur outside of the service or storage area. Lighting sources should not be visible from the street. 4. Accent lighting should be limited to indirect lighting of specific signage, architectural, and landscape features only; lighting should not exhibit or advertise the buildings itself. Unshielded bulbs or exposed neon lighting should not be used to accentuate building signage, architectural, and landscape features Utilities 1. As streets are reconstructed, existing above ground utilities should be relocated below ground within the public street rights-of-way whenever feasible. 2. Enhance the visual aesthetics of any above ground utility structures with landscaping, fencing, or other approved screening devices. Ensure access for maintenance. 3. Locate above ground utility structures away from major pedestrian and gathering areas, building entrances, windows, and stormwater drainage areas where feasible. 22 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 GUIDELINES: BUILDING DESIGN Site Design Guidelines Criteria Building Entrances 1. Entrances should be welcoming to passers-by being architecturally distinct from the rest of the building and serving as a focal point. 2. The use of awnings, recessed entries, porticos, front porches, verandas, and other similar features are encouraged to provide weather protection as well as visual interest to an entrance. 3. Entrances and lobbies should incorporate transparency and lighting to encourage visibility and create a welcoming connection to the street. 4. A majority of entrances on the primary frontage should be close to the same elevation of the sidewalk to provide ease of access to pedestrians. PRECEDENT IMAGERY SAMPLE IMAGES Signs 1. Signs should be placed to fit in with the building’s overall architectural composition and not compete with its architectural features. 2. The scale of a sign should reflect the scale of the building’s façade in terms of width and height, as well as the rhythms and sizes of window and door openings. 3. Sign materials should be compatible with the materials and character of the building façade. 4. Color tones between a sign’s lettering/symbols and background should have sufficient contrast to make the sign clearly legible. Sign colors should complement those of the building’s façade. Awnings and Canopies 1. Awnings should project over individual window and door openings but should not extend between window and door openings. 2. Awnings should be mounted on the frame of a window or door opening rather than the wall surrounding the opening. 3. Retractable, open-ended shed awnings, with a front valance or panel but no side panels, are the preferred style. Shed awnings are more transparent, allow increased views into storefront windows, don’t obscure building architectural features, and are visually lighter and simpler in appearance. 4. Awning signs should usually be located on the front valance, so that the signage is visible whether the awning is extended out or retracted against the building’s façade. 5. Canvas, canvas blend, and acrylics that resemble canvas are appropriate materials for awnings and canopies; vinyl, metal, glass and shiny materials are generally not appropriate. 6. Awnings/canopies should have a minimum clearance height of eight (8) feet above the ground. 23 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN Site Design Guidelines Criteria CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 GUIDELINES: BUILDING DESIGN PRECEDENT IMAGERY SAMPLE IMAGES Exterior Building Materials 1. Architectural innovation is encouraged through the use of both contemporary and traditional materials. 2. Changes in material should generally occur where the wall plane changes, between stories of a multi-story building, or where there is an architectural detail such as a belt course, cornice, parapet, or wall cap. 3. Primary building colors should be muted earth tones. 4. Accent colors should harmonize with, and complement, primary building colors. Use of color accents should be understated or reserved; garish use of color should be avoided. Sustainability 1. Buildings should be designed to maximize the use of natural light to reduce overall energy consumption and reduce exposure to artificial lighting which can negatively impact human health. 2. Windows should be non-reflective, provide a high degree of light transmittance, and include operable windows to create opportunities for cross-ventilation and reduction of energy costs. 3. Sustainable features such as green roofs, window shading devices, photovoltaic panels are encouraged to reduce the ecological footprint of the development. 4. Flat building roofs should be used for their green roof potential such as community gardens, solar panels, and rainwater harvesting equipment. Building Character 1. Building design should emphasize a human scale at ground level, at entryways, and along street frontages through the creative use of windows, doors, columns, canopies, and awnings or other architectural elements. 2. Building facades should include multiple changes in building materials, parapet heights, fenestration, and other elements which create variety in the building façade. 3. Ground floors and lower floors should be designed to have more visual interest and detail than upper floors through elements such as bay windows, inset doorways, terraces, vertical piers, landscape walls, art, and other design elements that reinforce a human scale. 4. Encourage the incorporation of functional balconies or upper level terraces in buildings along streets and open spaces to create interest and variety of the building façade as well as put more “eyes on the street”. 24 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 DOWNTOWN CORE STREET SECTIONS 10’ 18’ 12’ 12’ 12’ 12’ 12’ WALK BLVD. ON STREET PARKING/ RIGHT TURN LANE THRU LANE THRU LANE MEDIAN THRU LANE ON STREET PARKING/ BUMP OUTS BLVD.WALK LANDSCAPE EXISTING LIBRARY 6’9’11’11’20’11’9’8’10’15’5’ +/-100’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 0’-15’0’-15’ 10’ UPPER STORY SETBACK PAVERS/LANDSCAPE LANDSCAPE BED MAXIMUM FLOOR HEIGHT DIMENSIONS THRU LANE THRU LANE BLVD. WALKBLVD.WALK 10’20’7’6’12’12’7’ 6’ +/-50’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 0’-30’0’-30’ 30’ THRU LANE THRU LANE TWO-WAY BIKE LANE PLANTING WALKBLVD.BLVD.WALK 8’10’9’9’11’11’12’10’ +/-100’ RIGHT OF WAY 10’8’ ON STREET PARKING ON STREET PARKING 1’1’ 18’ 12’ 12’ 12’ 12’ 12’ MAXIMUM FLOOR HEIGHT DIMENSIONS 10’ 10’ 18’ 14’ 12’ 12’ 12’ 12’ 12’ 10’ 10’ 10’ 10’ 10’ THRU LANE THRU LANEON STREET PARKING ON STREET PARKING/ BUMP OUTS BLVD. WALKWALK BLVD. BUILD TO ZONEBUILD TO ZONE RIGHT OF WAY UPPER STORY SETBACK UPPER STORY SETBACK +/- 66’ 11’11’30’10’9’9’7’ 6’6’ 7’10’30’ 10’-30’10’-30’ STORMWATER TREATMENT CONNECT STORE FRONTS AND BUILDING ENTRIES TO PUBLIC SIDEWALK TURF MAXIMUM FLOOR HEIGHT DIMENSIONS MINIMUM FLOOR HEIGHT DIMENSIONS 5’-8’ 10’ 18’ 14’ 12’ 12’ 12’ 12’ 12’ 10’ 10’ 10’ 10’ 10’ WALK BLVD. ON STREET PARKING/ BUMP OUTS THRU LANE MEDIAN THRU LANE ON STREET PARKING/ BUMP OUTS BLVD. WALK BUILD TO ZONEBUILD TO ZONE RIGHT OF WAY UPPER STORY SETBACK UPPER STORY SETBACK 4’ 9’11’20’ +/-80’0’-15’0’-15’ 11’9’ 4’ 8’8’4’10’ OUTDOOR DINING/PATIO TURF CURB BUMP OUTS AT INTERSECTIONS CURB BUMP OUTS AT INTERSECTIONSPAVERS MAXIMUM FLOOR HEIGHT DIMENSIONS MINIMUM FLOOR HEIGHT DIMENSIONS 8’5’20’ 15’ 12’ 12’ 12’ 12’ 12’ 12’ 10’ 10’ 10’ WALK BLVD.THRU LANETHRU LANE MEDIAN/ TURN LANE THRU LANE BLVDTHRU LANE 10’11’11’20’ +/-100’5’-25’ 25’11’11’5’8’10’ 10’ UPPER STORY SETBACK BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 5’-25’ LANDSCAPE AREA + FRONT DOOR ACCESS LANDSCAPE AREA MAXIMUM FLOOR HEIGHT DIMENSIONSMINIMUM FLOOR HEIGHT DIMENSIONS THRU LANE THRU LANE TWO-WAY BIKE LANE PLANTING WALKBLVD.BLVD.WALK 6’ 7’9’9’11’11’10’3’ +/-80’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 7’ 1’ 6’ ON STREET PARKING ON STREET PARKING 10’ UPPER STORY SETBACK 10’ UPPER STORY SETBACK 18’ 12’ 12’ 12’ 12’ 12’ MAXIMUM FLOOR HEIGHT DIMENSIONS 14’ 10’ 10’ 10’ 10’ 10’ MINIMUM FLOOR HEIGHT DIMENSIONS 30’ WALK THRU LANE TURN LANE THRU LANE BLVD.BLVD.WALK EXISTING LIBRARY 10’8’5’10’11’12’11’10’8’ 5’ +/-80’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 10’-30’0’-30’ 30’ 1a 2a 1b 2b DOWNTOWN ENTRY - W 78TH ST100’ R.O.W., CENTER MEDIAN (BIKE LANES COULD BE ADDED) DOWNTOWN CORE - W 78TH ST80’ R.O.W., CENTER MEDIAN, NO BIKE LANES DOWNTOWN CORE - W 78TH ST80’ R.O.W., CENTER MEDIAN, WITH BIKE LANES DOWNTOWN CORE - W 78TH ST80’ R.O.W., CENTER MEDIAN, WITH BIKE LANES DOWNTOWN CORE - W 78TH ST100’ R.O.W., CENTER MEDIAN, NO BIKE LANES NEIGHBORHOOD CONNECTOR - KERBER BLVD.80’ R.O.W., CENTER TURN LANE DOWNTOWN NEIGHBORHOOD - FUTURE STREETS66’ R.O.W. CIVIC CAMPUS - MARKET BLVD. & CHAN VIEW50’ R.O.W.BA DC 25 DOWNTOWN WAYFINDING SIGNAGE CHANHASSEN, MN CHANHASSEN DOWNTOWN STANDARDS + DESIGN GUIDELINES COMMUNITY OPEN HOUSE MARCH 4, 2024 DOWNTOWN CORE STREET SECTIONS 10’ 18’ 12’ 12’ 12’ 12’ 12’ WALK BLVD. ON STREET PARKING/ RIGHT TURN LANE THRU LANE THRU LANE MEDIAN THRU LANE ON STREET PARKING/ BUMP OUTS BLVD.WALK LANDSCAPE EXISTING LIBRARY 6’9’11’11’20’11’9’8’10’15’5’ +/-100’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 0’-15’0’-15’ 10’ UPPER STORY SETBACK PAVERS/LANDSCAPE LANDSCAPE BED MAXIMUM FLOOR HEIGHT DIMENSIONS THRU LANE THRU LANE BLVD. WALKBLVD.WALK 10’20’7’6’12’12’7’ 6’ +/-50’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 0’-30’0’-30’ 30’ THRU LANE THRU LANE TWO-WAY BIKE LANE PLANTING WALKBLVD.BLVD.WALK 8’10’9’9’11’11’12’10’ +/-100’ RIGHT OF WAY 10’8’ ON STREET PARKING ON STREET PARKING 1’1’ 18’ 12’ 12’ 12’ 12’ 12’ MAXIMUM FLOOR HEIGHT DIMENSIONS 10’ 10’ 18’ 14’ 12’ 12’ 12’ 12’ 12’ 10’ 10’ 10’ 10’ 10’ THRU LANE THRU LANEON STREET PARKING ON STREET PARKING/ BUMP OUTS BLVD. WALKWALK BLVD. BUILD TO ZONEBUILD TO ZONE RIGHT OF WAY UPPER STORY SETBACK UPPER STORY SETBACK +/- 66’ 11’11’30’10’9’9’7’ 6’6’ 7’10’30’ 10’-30’10’-30’ STORMWATER TREATMENT CONNECT STORE FRONTS AND BUILDING ENTRIES TO PUBLIC SIDEWALK TURF MAXIMUM FLOOR HEIGHT DIMENSIONS MINIMUM FLOOR HEIGHT DIMENSIONS 5’-8’ 10’ 18’ 14’ 12’ 12’ 12’ 12’ 12’ 10’ 10’ 10’ 10’ 10’ WALK BLVD. ON STREET PARKING/ BUMP OUTS THRU LANE MEDIAN THRU LANE ON STREET PARKING/ BUMP OUTS BLVD. WALK BUILD TO ZONEBUILD TO ZONE RIGHT OF WAY UPPER STORY SETBACK UPPER STORY SETBACK 4’ 9’11’20’ +/-80’0’-15’0’-15’ 11’9’ 4’ 8’8’4’10’ OUTDOOR DINING/PATIO TURF CURB BUMP OUTS AT INTERSECTIONS CURB BUMP OUTS AT INTERSECTIONSPAVERS MAXIMUM FLOOR HEIGHT DIMENSIONS MINIMUM FLOOR HEIGHT DIMENSIONS 8’5’20’ 15’ 12’ 12’ 12’ 12’ 12’ 12’ 10’ 10’ 10’ WALK BLVD.THRU LANETHRU LANE MEDIAN/ TURN LANE THRU LANE BLVDTHRU LANE 10’11’11’20’ +/-100’5’-25’ 25’11’11’5’8’10’ 10’ UPPER STORY SETBACK BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 5’-25’ LANDSCAPE AREA + FRONT DOOR ACCESS LANDSCAPE AREA MAXIMUM FLOOR HEIGHT DIMENSIONSMINIMUM FLOOR HEIGHT DIMENSIONS THRU LANE THRU LANE TWO-WAY BIKE LANE PLANTING WALKBLVD.BLVD.WALK 6’ 7’9’9’11’11’10’3’ +/-80’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 7’ 1’ 6’ ON STREET PARKING ON STREET PARKING 10’ UPPER STORY SETBACK 10’ UPPER STORY SETBACK 18’ 12’ 12’ 12’ 12’ 12’ MAXIMUM FLOOR HEIGHT DIMENSIONS 14’ 10’ 10’ 10’ 10’ 10’ MINIMUM FLOOR HEIGHT DIMENSIONS 30’ WALK THRU LANE TURN LANE THRU LANE BLVD.BLVD.WALK EXISTING LIBRARY 10’8’5’10’11’12’11’10’8’ 5’ +/-80’ BUILD TO ZONE RIGHT OF WAY BUILD TO ZONE 10’-30’0’-30’ 30’ 1a 2a 1b 2b DOWNTOWN ENTRY - W 78TH ST100’ R.O.W., CENTER MEDIAN (BIKE LANES COULD BE ADDED) DOWNTOWN CORE - W 78TH ST80’ R.O.W., CENTER MEDIAN, NO BIKE LANES DOWNTOWN CORE - W 78TH ST80’ R.O.W., CENTER MEDIAN, WITH BIKE LANES DOWNTOWN CORE - W 78TH ST80’ R.O.W., CENTER MEDIAN, WITH BIKE LANES DOWNTOWN CORE - W 78TH ST100’ R.O.W., CENTER MEDIAN, NO BIKE LANES NEIGHBORHOOD CONNECTOR - KERBER BLVD.80’ R.O.W., CENTER TURN LANE DOWNTOWN NEIGHBORHOOD - FUTURE STREETS66’ R.O.W. CIVIC CAMPUS - MARKET BLVD. & CHAN VIEW50’ R.O.W.BA DC 26 Page 1 of 6 Date: March 6, 2024 To: City of Chanhassen Mayor and City Council Laurie Hokkanen, City Manager From: Eric Maass, AICP, EDFP, Planning Director Re: March 4, 2024 Downtown Design Guidelines and Wayfinding Open House Summary On Monday, March 4th staff from the city as well as the projects consultant, HKGi, held an open house for the downtown design guidelines and wayfinding projects to gather additional information from the community to help inform the draft guidelines. Provided below is a summary of what was presented and the feedback received. The first three boards provided to the public were designed to help provide a basis of information including the project intent which is to create specific design standards and guidelines for the downtown area. They also provided an update on the updates to the downtown zoning ordinance to date including the creation of two character areas (downtown west, and central mixed use) as well as the establishment of “build to zones” as well as updates to allowable building heights and lot sizes. The third board was a summary board showing the precedent images which received the most positive feedback at the first open house on August 15th. 27 Page 2 of 6 The next two boards provided to attendees described the basis for the future design standards which will include aspects like upper floor step backs, building façade design, spacing of building entrances, materiality, and roof design. Standards in the ordinance will use words like “shall”, “required”, and “must”. Community Feedback: Attendees expressed a strong desire for upper story step backs to enhance the pedestrian experience walking adjacent to the buildings and to alleviate the height of some buildings as overall height remained a concern for some. In addition standards should require a good amount of windows along the first floor to showcase commercial spaces and activity in the downtown. Lastly, it was important that exterior building materials and design be high quality and create a cohesive look through the use of earth toned materials that are contemporary and traditional in nature. 28 Page 3 of 6 The following boards focused on guidelines for how the spaces around buildings (site design) should be created. These guidelines will use words like “should”, “encourage”, and “prefer”. They describe spaces related to parking, landscaping, stormwater, delivery areas, site furnishings like benches, lighting, and ground level utilities. Community Feedback: Attendees shared that landscaping throughout the downtown as very important to them and that it should be a priority to fill in gaps in the downtown sidewalk network. Additionally, sidewalks should strive to have street trees adjacent to them to provide for shade of the sidewalk as well as aesthetics. Adequate parking was also highlighted as important but that as much as possible it should be structured or behind buildings so it’s not the focal point of the downtown. 29 Page 4 of 6 The next two boards covered “guidelines” for the buildings themselves. This is shifting from specific measurable items (standards) covered above and provided information on the potential look and overall aesthetic (guidelines) of the area covering topics like awnings and canopies, building entrances, signs, building character, materials, and sustainability. Community Feedback: Similar to the building standards, the community indicated a strong desire for high quality architecture and the need for an overall cohesive design for the downtown. Signs should be treated with intention and not an after thought simply attached to the building. Where possible integrate into the architecture and appear intentional. Entrances should be well defined and include canopy to provide articulation and clarity on where storefronts are located. When appropriate outdoor seating both for leisure and dining should be encouraged to promote a lively downtown area. 30 Page 5 of 6 Next attendees were provided possible designs for streets within the downtown based on available right of way. Currently the downtown area has a mixture of 80’ and 100’ right of ways. Community feedback: The city should prioritize filling gaps in the sidewalk network through the downtown and making the area more walkable so that visitors to the downtown aren’t forced to drive very short distances from parking lot to parking lot if they don’t otherwise need to. The integration of bike lanes received mixed feedback with some attendees seeing value and others concerned about what the inclusion of bike lanes could mean for the number of vehicle lanes and area for planting. Attendees had a general interest in on street parking to provide added parking in the downtown area and create the look of a typical downtown area. Roads should be designed with equal consideration for vehicles, pedestrians, landscaping, and potentially bikers. 31 Page 6 of 6 The final board provided at the open house covered the wayfinding and signage aspects of the overall project. The intent of this project is to help mark and define the downtown area and provide for improved wayfinding for drivers and pedestrians. Signs are intended to be cohesive in design, scaled appropriately based on location and intended audience. Community feedback: Generally speaking attendees found the proposed signs to be well designed and that the possible locations generally made sense as the gateways into the downtown area. Some attendees did question the necessity of the signage; however, the overall sense was that especially the pedestrian scale signage would be a welcomed addition to the downtown area to help orient residents and visitors to where they can find important local destinations like the civic campus, library, post office, as well as shopping and dining opportunities without naming specific businesses. 32 5 41 15 18 15 5 15 5 17 5 101 101 101 Legend Trails Existing Sidewalk Existing Trail Future Sidewalk Future Trail City Boundary March 6, 2024 ± 1 in = 1,297 Ft Future Dedicated Bike Lane Alternate Grade Separated Alignment Linkage Points To Greater Trail System 33 W 78th St P a r k R d McGlynn Dr AudubonRdAudubonRdCoulter Blvd 5 Lake Ann Park LakeAnn P a r k Dr P arkRdP arkPl ParkDr5 L a k e D rW Chanhassen Pond Park City Center ParkSantaVeraDrChippewaTrlCanyonCurvSaddlebrookCurv Sierra T r lKer b e r B lv d 17 City Center Park La k e D r MarketBlvdKerberBlvdW78th St 517 Lake Susan Park City Center ParkLare doDrW 77th St Frontie r T rl GreatPlainsBlvdHuronW 76th St IroquoisKiowaSanta Fe TrlDelRioDrHighlandDrLongviewCir La k e D rMar s h DrMarketBlvd LakeD rEH idde n Ln W 79thS tW 7 9 th S tM a r k e t S tLaredoDr ChanView Chan View GreatPlainsBlvdA r b o r e t u m B l v d W 7 8 t h StW78thSt 5 101 MainStDakotaLnMarshDrMa rk e t Bl v dSouthShoreDrSouthSh o r e Dr HillStErieAveChanhassenRdPark ErieAveCheyenneAveDakotaAveHiddenCtLake D rE101 D ak ota L n Legend Trails Existing Sidewalk Existing Trail Future Sidewalk Future Trail Parcels March 6, 2024 ± 1 in = 750 Ft Future Dedicated Bike Lane Alternate Grade Separated Alignment Linkage Points To Greater Trail System 34 City Council Item March 11, 2024 Item Future Work Session Schedule File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City Council is tentatively scheduled to hold the following work sessions: March 18, 2024 SW Transit update from CEO Broadband/Internet Update and Discussion Discuss Proposed Three-Year Economic Development Plan City Council Roundtable March 25, 2024 Chanhassen Bluffs Sports Complex Discussion April 8, 2024 35 Downtown Design Guidelines Draft Plan Review Highway 5 Update City Manager Performance Review (Closed Session) April 22, 2024 May 13, 2024 Road Funding Discussion May 20, 2024 SAC and WAC Policy Discussion June 10, 2024 June 24, 2014 Consider Draft Recommendations Updating SAC/WAC Policy 2025 Preliminary Budget and Levy Discussion City Council Roundtable Pending items: Audit Presentation (May 13 or 20) Police and Fire Staffing Levels 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 BUDGET RECOMMENDATION ATTACHMENTS 36 City Council Item March 11, 2024 Item Approve City Council Minutes dated February 26,2024 File No.Item No: D.1 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council minutes dated February 26, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Regular Meeting Minutes dated February 26, 2024 37 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES FEBRUARY 26, 2024 Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Erik Henricksen, Project Engineer; Charlie Howley, Public Works Director/City Engineer; Don Johnson, Fire Chief; Eric Maass, Planning Director; Jerry Ruegemer, Park and Recreation Director; Ari Lyksett, Communications Manager; Lt. Lance Pearce, CCSO; Rick Rice, IT Manager; Andrea McDowell Poehler, City Attorney; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Members of the Chanhassen Fire Department Family of Fire Chief Don Johnson PUBLIC ANNOUNCEMENTS: 1. Farewell and Appreciation to Fire Chief Don Johnson Mayor Ryan presented Chief Johnson with a proclamation recognizing his service and proclaiming Don Johnson Day in the City of Chanhassen on February 28, 2024. The City Council Members shared their gratitude for Fire Chief Johnson’s service within the City of Chanhassen over the last 38 years. CONSENT AGENDA: Councilman McDonald moved, and Councilman Kimber 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 February 12, 2024 2. Receive Planning Commission Minutes dated January 16, 2024 3. Receive Economic Development Commission Minutes dated January 9, 2024 4. Receive Commission on Aging Minutes dated January 19, 2024 38 City Council Minutes – February 26, 2024 2 5. Approve Claims Paid February 26, 2024 6. Appoint Fire Chief Andrew Heger to the Fire Relief Association Board of Trustees 7. Approve Site Plan Agreement for Affinitech located at 2451 Galpin Court 8. Approve Proof of Parking Agreement for Affinitech located at 2451 Galpin Court 9.Resolution 2024-10:Approving the City of Chanhassen’s 2024 Private Property Inflow and Infiltration Grant Program and Execution of Metropolitan Council’s Grant Agreement No. SG-20597 10.Resolution 2024-11: Approve Construction Materials Testing Agreement for Construction of the Galpin Boulevard Improvement Project 11.Resolution 2024-12: Approve Purchases for Annual Lift Station Maintenance 12.Resolution 2024-13:Authorizing 2024 Fleet Purchase 13.Resolution 2024-14:Approve Plans and Specifications and Authorize Advertisement for bids for the 2024 City Pavement Rehabilitation Project No. 24-01 All voted in favor, and the motion was carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS.None. PUBLIC HEARINGS.None. GENERAL BUSINESS. 1. Year-End Law Enforcement Review Lance Pearce, Lieutenant CCSO, presented the three-year law enforcement review, noting the four focus categories include Community Outreach, Succession Planning, Community Safety, and Recruitment/Retention. He shared that overall crime is down 32% in 2023, and shared about a homicide, a kidnapping call, and weapons calls within the city over the last year and noted while the crime rate is down, DUI’s were up in 2023. Lieutenant Pearce spoke about quality-of- life calls noting consistency in abuse and neglect calls, child custody, and miscellaneous non- criminal, with an increase in boat/water calls, missing persons, warrant service, and disturbance calls. He also shared about decreases in domestic calls, open door, and suspicion of unlocked vehicle/building calls. Lieutenant Pearce noted the department works to get the right resources to the right call for medical and fire calls. He explained that mental health calls are recognized as a service call and they have worked to better address those including having a mental health co- responder available, as well as a co-responder embedded in the dispatch center. Regarding traffic 39 City Council Minutes – February 26, 2024 3 activity, there has been an increase in fatalities with 2 fatalities in 2023, as well as an increase in personal injury crashes and property damage. Overall, the accident rate has increased and they are working to address that. In 2022, the department stepped up deputy efforts regarding poor driving behavior after the pandemic, and noted that data shows increased traffic enforcement decreases the opportunity to commit crimes. Lieutenant Pearce spoke about staffing allocation and noted more than half of the calls require more than one deputy to respond. He stated the average call response time is approximately five-and-a-half minutes, and also shared about the new graphics package, and showed a slide on screen outlining the many ways the department reaches out to the community. Things to watch for in 2024 include partnering with the “I Love You Guys” foundation, a Sherriff’s Office open house, a potential Citizen’s Academy in the fall, and a new K-9. Mayor Ryan shared her appreciation for the work that officers do every day to serve the community and thanked the department for their service. 2. Pedestrian Safety Improvement Project Review Erik Henricksen, Project Engineer, presented various safety improvement concepts that generally focused on pedestrian crossing locations. He shared about the safe system approach, which looks at achieving a goal of zero deaths on the road networks through a proactive approach. Mr. Henricksen noted they have looked at every crosswalk in the city, of which there are approximately 215, while evaluating those crosswalks and running them through the city’s policy. About one-third of the crosswalks (73) required some sort of improvement with 64 being minor and nine needing substantial improvements. He shared about the crosswalk evaluation process, and shared concepts for six locations requiring additional evaluation and implementation plans to comply with the policy the City Council adopted on December 12, 2022. Councilman McDonald would like to see traffic studies on each intersection so the city can determine the best approach. He would also like to see justification for a traffic circle mentioned in the presentation and more information weighing the options for each intersection versus the cost, and the number of pedestrians utilizing those intersections. Councilman von Oven stated each proposed solution solves the issue and noted nothing talks him into the more expensive options. He does not understand why an Rectangular Rapid Flashing Beacons (RRFBs), which is essentially just a flashing light, is $100,000. Mr. Henricksen noted the $100,000 is for two RRFBs and the estimates are conservative and have a high-level of contingency as at a conceptual level they do not know where the electrical is coming from, whether they are going solar, etcetera. There is a possibility the RRFBs could be less expensive. 40 City Council Minutes – February 26, 2024 4 Councilman Kimber noted the presentation was great and spoke about the number of cars parking on the side of the road at Kerber Boulevard and West Village Road, which decreases pedestrian visibility. To Councilman McDonald’s point, it is hard to say yes to spending the extra $80,000 on the construction because they don’t know the pedestrian traffic right now. He also appreciates the addition of streetlights, especially with the darkness in the winter. Councilwoman Schubert spoke about bollards versus more permanent options, noting she would like to know the pedestrian crossing numbers by season, including the winter and summer months. She also noted the City Council has received a lot of communication about the crosswalks on Powers Boulevard and she wants to be sure they do not lose sight of that area. Mr. Henricksen stated the Traffic Safety Committee has done an evaluation on the intersection at Powers Boulevard and Lake Susan Hills Drive and has made a recommendation to the County. He is hearing from the City Council that if they were to look at higher-cost improvements on the crosswalks, they would like more justification including looking at pedestrian volumes and other improvements it could provide. Mayor Ryan stated she shares the sentiment of her fellow Council Members and would emphasize those crosswalks closest to schools and parks, and stated as a community, she wants to continue focusing on pedestrian safety. She asked staff to come back with recommendations on prioritizing the list with all the different information and data points they look at. COUNCIL PRESENTATIONS.None. ADMINISTRATIVE PRESENTATIONS. 1. Approval of a Three-Year Economic Development Plan Mayor Ryan noted this item would be brought to a future work session as it will require a more robust conversation. 2. Certificate of Achievement for Excellence in Financial Reporting Laurie Hokkanen, City Manager, announced the City was recently awarded a Certificate of Achievement for Excellence in Financial Reporting through the Government Finance Officers Association of the United States and Canada for the annual comprehensive financial report for the 2022 fiscal year. She noted the city has received this award every year since 1992 and each year, the city must do extra legwork to earn the award. She thanked the finance staff for their hard work. CORRESPONDENCE DISCUSSION. 1. Letter of Support for the State Highway 5 Mobility Project dated January 16, 2024 41 City Council Minutes – February 26, 2024 5 2. Letter from the Minnesota Department of Natural Resources dated February 20, 2024 – Final Approval of Chanhassen’s Shoreland Ordinance Amendment Councilwoman Schubert moved, and Councilman McDonald seconded to adjourn the meeting. All voted in favor, and the motion was carried unanimously with a vote of 5 to 0. The City Council meeting was adjourned at 8:28 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 42 City Council Item March 11, 2024 Item Receive Planning Commission Minutes dated February 20, 2024 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission minutes dated February 20, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Planning Commission Minutes dated February 20, 2024 43 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES FEBRUARY 20, 2024 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Eric Maass, Planning Director; Erik Henricksen, Project Engineer, Rachel Arsenault, Associate Planner, Rachel Jeske, Planner, Samantha DiMaggio, Economic Development Manager. PUBLIC PRESENT: Nick Asta, Roers Companies 2 Carlson Parkway, Plymouth Bob Loken, ESG Architects 500 Washington Ave S, Minneapolis Marty Schutrop 540 Lakota Lane Paul Theis 6020 White Dove Circle Thomas Wilmer 517 Del Rio Drive Mark Frisbie 7460 Longview Circle Andrew Klinkner 7606 Kiowa Avenue Debbie Lloyd 7302 Laredo Drive Mark Engebretson 7605 Iroquois Street Ann Jeske 506 West 76th Street Judy Harder 541 W 78th Street Connie Hatton 8018 Eric Avenue Leah Olson 2034 Stone Creek Drive Liz Williams 7611 Kiowa Avenue Jim Gunville 7608 Kiowa Avenue Joan (Joanie) Demeter 8203 Marsh Drive Janet Paulson 7305 Laredo Drive Charlie Littfin 7609 Laredo Drive Linda Paulson 7603 Frontier Trail PUBLIC HEARINGS: 1. PROPOSED PRELIMINARY PLAT, SITE PLAN, AND VARIANCE REQUEST FOR MARKET STREET ADDITION; REDEVELOPMENT OF THE CHANHASSEN CINEMA AND HOTEL (PLANNING CASE 24-01) 44 Planning Commission Minutes – February 20, 2024 2 Eric Maass, Planning Director, gave a summary of the staff report, noting the applicant is requesting preliminary plat, site plan, and a variance to the build to zone for the construction of two mixed use buildings totaling 310 market-rate apartment units and approximately 14,882 square feet of leasable commercial space. Mr. Maass explained that Roers Companies has applied to redevelop approximately four acres of property near the intersection of West 78th Street and Market Boulevard. The four acres proposed consist of the Country Inn & Suites and the now-closed Chanhassen Cinema. The plans submitted for the redevelopment include two buildings, which would include about 14,000 square feet of first-floor commercial space to be used for restaurants, retail, or additional commercial services. Mr. Maass noted the upper stories would consist of approximately 310 market-rate apartments and amenity decks. The buildings themselves have a variety of building heights, including areas that are one, two, five, and six stories in height. The project would include approximately 408 structured underground parking stalls as well as surface parking to support residential and commercial uses. He shared architectural and landscape plans, and site renderings. Mr. Maass noted that in addition to the subdivision, site plan, and variance requests, the applicant has submitted a request to the city for Tax Increment Financing (TIF). Part of the review process for that request is the City's Planning Commission reviewing the TIF Plan for conformance to the City's Comprehensive Plan as it relates to land use. The TIF plan outlines the proposed redevelopment of the site into a vertical mixed-use development consisting of both commercial space as well as residential uses which does align with the City's Comprehensive Plan guidance for the parcels in question. Mr. Maass stated that staff recommends adopting the resolution finding the Tax Increment Financing plan for District 13 is consistent with the City’s Comprehensive Plan. Commissioner Schwartz asked how the architectural color palette compares to the Civic Campus. Mr. Maass believes the two are complementary and shared about the earth-tones and black accents with a modern and timeless type of architectural presence. Commissioner Schwartz recalls that the Laredo Drive extension would dogleg on to Market Street. Mr. Maass clarified that at some point it will continue south, but only at the time the property owner decides to do something with the property. Commissioner Schwartz asked about the benefits of a green roof. Mr. Maass replied a green roof helps meet planting requirements and storm water requirements, as well as cooling of the building. Commissioner Goff asked if the architecture clashes with the apartments above Aldi. 45 Planning Commission Minutes – February 20, 2024 3 Mr. Maass does not think they clash and noted that building is not seen as the architectural model to be emulated throughout the community. He thinks it works with the building but does not use it as a model from which to create a twin. Commissioner Goff asked regarding the easement, with the Chanhassen Business District (CBD) and wanting to have things up against the street, what are the options? Mr. Maass replied at this point the city has exhausted all options and are trying to work with Aldi for a vacation of a portion of that drive access easement. At this point Aldi is unwilling to do so as it is a private easement. He noted Aldi finds value for their shoppers to be able to utilize both intersections. Chair Noyes asked how the mural sizing compares to the existing mural? Mr. Maass does not know the answer at this point, but noted on the elevation it is a 26-foot wall and that the proposed mural location depicted takes up nearly the entire height of that wall. Commissioner Soller clarified the two primary decisions are 1) granting the single variance on the west side of the building along Market Boulevard and 2) making sure TIF District 13 is consistent with the Chanhassen Comprehensive Plan. He asked how the TIF District is consistent with the Comprehensive Plan. Mr. Maass explained the TIF plan outlined the proposed redevelopment into a vertical mixed-use building with market-rate apartments above and commercial below. The City’s Comprehensive Plan for the Central Business District is for increased residential density and increased commercial opportunities. For those reasons, staff is supportive. Nick Asta of Roers Companies shared about his firm noting they have worked with staff for many months and are very excited about the project. He emphasized their priority in public art, walking trails, trees and greenspace which are all front of mind in this project. Chair Noyes asked about the timeline to completion. Mr. Asta noted they would start construction at the beginning of Quarter 3 in July/August and is about a 20-month construction period for each building, which would occur in tandem. He noted it would be about 24 months start-to-finish. Commissioner Schwartz asked about plans for sustainable construction, solar energy, and electric vehicle chargers. Bob Loken, ESG Architects, shared that apartment buildings are inherently more energy- efficient than standalone homes. He noted their commitment to performing a complete energy model on these buildings and will look at all assemblies and mechanical systems together to show where to put increased insulation. He spoke about window-to-wall ratio, 10% of all 46 Planning Commission Minutes – February 20, 2024 4 enclosed parking stalls having an Electric Vehicle (EV) charger with future capacity of up to 20%, and the green roof compliance with the watershed’s storm water requirements. Commissioner Schwartz asked about solar panels on the roof of the building. Mr. Loken noted solar panels can be difficult on buildings like these due to the roof needing venting for plumbing vents and there is less available space for the efficient use of solar panels. He noted many times they will make buildings “solar ready” with conduit to the roof and pull cables for the future and making sure roof trusses are designed to accommodate that future load. He noted that typically the roof space available on an apartment building can supply 2-4% of the electrical load of the building. He also shared that the mural size on the east side is the exact same size as the existing mural and the west side is a bit larger. Commissioner Jobe asked if the city would have first right to purchase the building should it become an asset on the open market, because it is an intricate part of downtown Chanhassen. Mr. Maass noted the city would not have first right-of-refusal, but the portion of the outlot on the Laredo Drive extension would be deeded to the city. Chair Noyes opened the public hearing. Marty Schutrop, 540 Lakota Lane, has lived in Chanhassen for 30 years and in looking at the plan he asked, where is the small town feel? He noted opening a Pandora’s Box like this will lead to every small retail shop becoming an apartment building and it will look like Uptown. He stated it is ridiculous that the city would allow that on a small town main street. There is no reason they could not put this outside of the city off the main street. He has developed small properties and noted it seems like more work to split off one lot than it would to get this project approved. Mr. Schutrop said Chanhassen is billed as a small town and this is not a small town project and will bring people in that are not family-oriented but transient with year-to-year leases and no investment into the community. He asked the Commissioners to reconsider allowing this project. Joanie Demeter, 8203 Marsh Drive, thinks the portion of the presentation regarding roads and engineering was glossed over. As a 35-year resident there are many places within the city with much congestion and she thinks the engineering department could do a much better job of helping residents navigate through the city. In her opinion, more detail needs to be added. Ms. Demeter asked what percent of the 310 dwellings will help people who cannot afford the market- rate? Chair Noyes stated these are market-rate apartments and are not designed for a low-income population. Ms. Demeter asked if there is an expectation that the city helps people who cannot afford to live in these dwellings? 47 Planning Commission Minutes – February 20, 2024 5 Chair Noyes replied there is an expectation on a citywide basis, but it is not tied into this particular project. There are other lower-rent options for people within the city. Ms. Demeter asked about the engineering of the roads to accommodate the influx of residents? Mr. Maass explained the purpose of a public hearing is not to have a back-and-forth but rather a forum for continuous public comment. Following the public hearing, the Commissioners may follow-up with questions for staff. Paul Theis, 6020 White Dove Circle, noted he had trouble hearing and did not hear what the variance request would be. He spoke about a questionnaire that went out regarding the new City Hall campus noting the highest vote at 45% was that the residents did not want a “closed-in” feel to the city with high-rises. He noted regarding the TIF, if the apartments will be market-rate the developer can pay for that and they do not have to take away taxes from the city. Mr. Theis does not think they need to rush into this project and he spoke about storm water, the area being in a low spot, and potential flooding. He posed the question about whether this is the type of community they want. Liz Williams, 7611 Kiowa Avenue, does environmental health and safety, noting she has two students in the district, aged 10 and 12, and lives one block from Chanhassen Elementary. She noted she ducks cars back-and-forth and advocated not only looking at the main campus, but with future development, and redevelopment to bring people into the park, the infrastructure, traffic, and activities. She noted the reason she moved here 11 years ago is because of the cute little downtown. Ms. Williams noted she does not like the concrete, noting the high-rise increases the noise, and while she could hear crickets at night, since Venue went up that noise has been bouncing off the highway and it is harder to hear that nature. With two high-rise buildings, it will make the noise bounce back-and-forth, and with fans evacuating the underground parking that will also be noisy. Ms. Williams noted continuing to add impervious surfaces will increase the heat island and bring more storms to the area. She spoke about the recharge from the aquifer and runoff, and spoke about a Roers Companies project in Milwaukee where trichloroethylene (TCE), a dry-cleaner solvent, was found and the property was contaminated. She noted it was settled for $25,000 per resident, but people in the building had those vapors coming up through the building. That liability and the people living there is open for cancer and Ms. Williams’ concern with the company is the liability and financial ability to continue maintaining this building at this height. Ms. Williams spoke about the use of fiberboard cement, which is about 50% silica, and when the material is cut the silica goes airborne. She noted there are people that will be living there that will be exposed to that. Regarding parking, Ms. Williams loves the idea of people biking and ride-sharing, but given how far out Chanhassen is, people will still need transportation. Ms. Williams spoke about the soil and if it is contaminated and not fully remediated, it will get into the storm water and go back up through the vapor system. Ms. Williams likes the boulevard and the fact that they have grass and trees on each side, she loves the 4th of July parade, and if this project has to go through, she asked to keep it at a maximum of three stories. Thomas Wilmer, 517 Del Rio Drive, finds it odd that the timing of the moratorium and preliminary redevelopment plan is the same day. He noted he also thinks the project is a couple 48 Planning Commission Minutes – February 20, 2024 6 of floors too large and without any options of ownership so people can be personally involved in the community. He spoke about a Zuppa Cucina that was killed off by not “fitting the vision of Chanhassen” and he asked how that can happen alongside Chick-Fil-A doubling its drive- through capacity in a few weeks. He does not believe these items are coincidences. Mr. Wilmer noted the impact on roadways with additional 400-500 parking spots in the area, noting coming and going will be difficult and asked if it can handle that kind of traffic flow and congestion. Regarding septic and water with all of the additional bathrooms and sinks and asked how that will be handled and whether existing facilities can process that flow and waste. Mr. Williams asked where additional space will come for West 78th Street to make it broader, wider, and maintain the green space. He shared about a 20% maximum of EV charging stations noting they are altering the vehicle capability of the facility. He asked if there has been a tax revenue estimate with 80% occupancy. Linda Paulson, 7603 Frontier Trail, used to live in Wisconsin and moved to Chanhassen for a number of good reasons. She spoke about safety noting on February 1 in the Chanhassen Villager there was a wonderful article on retiring Fire Chief Don Johnson, who indicated in 2014 when Chief Johnson started they had 600 calls and nine years later they had 1,300 calls. Ms. Paulson noted Carver County is the fastest-growing in the State of Minnesota and with even more growth comes transportation of people and all the amenities, building, staff, etc. At a meeting the previous week, she noted a presentation about roads and reducing West 78th Street to one lane east/west, reduce the median, add some turn lanes, and parallel parking. She asked how they would respond to fires and major incidents with only one fire house a block away from City Hall and this huge development. Ms. Paulson spoke about traffic flow, and being stuck in that area depending on traffic light patterns and wonders how the city will respond to a family on the other side of town whose home is burning. She is asking them to work together to think about the fire response times that may go up, and the quaintness of the city becoming a tall tunnel. Ms. Paulson stated three stories is fine, but six stories is not. She spoke about public information regarding a development in Milwaukee, The Community Within The Corridor, which was a former industrial site. The company present tonight, as well as three minor developers developed a building, and there was TCE in the soil as previously mentioned. As read in the Milwaukee Journal Sentinel, she noted on March 25, 2023, 150 people were evacuated from the building and the company offered them each $5,000 and no further lawsuits with a 7-day time limit to sign. Other public information noted on April 2, 2023 said that the state could prosecute the developers, and on June 19, information regarding paying tenants to end leases. Ms. Paulson shared about the DNR notifying the developers regarding a vapor mitigation system to vent the TCE, and that the Wisconsin Economic Development and Housing Association gave $19.7 million to develop, a TIF for $3.15 million, and $17.43 million from the federal government. She also noted the developers were granted a $750,000 environmental clean-up loan. Ms. Paulson is not asserting that the soil in Chanhassen is bad; however, it is good to know this public information in dealing with developers. She spoke about the 21 tenants who did not take the $5,000 payoff who were each given $25,000 and still have the right to sue for health issues in the future. Ms. Paulson asked the Commissioners to consider whether they want to preserve the attraction of Chanhassen to be one of the best cities to live in or whether they will just become a tunnel city with skyscrapers. 49 Planning Commission Minutes – February 20, 2024 7 Leah Olson, 2034 Stone Creek Drive, grew up in Chanhassen, noting when she would come back from college she would see new things being added each year, including a cookie-cutter neighborhood on Prince’s land, the farmlands across from the studio becoming warehouse office space, and now Prince’s mural is also being destroyed. She thinks this is quite disheartening and she asked about the process of getting word out to the community as she and many friends had not heard about this project until a few weeks previous or had no idea this was happening. She spoke about getting communication out to a younger audience including using social media to receive responses. Ms. Olson shared about the Chanhassen Cinema, theater trends coming back after Covid, and she noted that the urban sprawl cannot really be stopped but poses the question about whether the Chanhassen Cinema needs to be demolished or if there are adaptive reuse options. She asked about the research of community feedback, theater trends, and into the need of retail spaces within Chanhassen as some have said they are becoming “Chainhassen.” Mark Frisbie, 7460 Longview Circle, works at the Country Inn and Suites and noted Chanhassen needs a good hotel in that same location. He spoke about the importance of the location of Chanhassen noting the Chanhassen Dinner Theater brings in guests all year from surrounding states and communities. On a full weekend there are at least 250 guests spending their money in Chanhassen. Local businesses also rely on a good quality hotel for employees coming in from all over the world. Due to the local wedding venues that have popped up in the area, the hotel is booked many weekends and he asked where those guests will stay? The Country Inn and Suites is a three story hotel which is a pretty impressive size visually. Mr. Frisbie asked them to imagine another two stories on top of that noting that is a massive building and is too large for this community. Debbie Lloyd, 7302 Laredo Drive, noted her ride out of town will be greatly impacted by a development of this size. She spoke about a memo from HKGI in the packet and noted the opening paragraph states “shared parking in this district is beneficial to reduce the amount of parking needed by allowing spaces to be used by multiple users at different times.” Ms. Lloyd noted it would be beneficial for Roers Companies to share parking with others, but will not be beneficial to Kraus-Anderson who has all the other parking that is currently shared. When they want to come in and develop they will have a bigger burden of parking to deal with. In the same memo, it speaks about city’s zoning code requiring 1.5 spaces per unit, yet a 1.38 spaces per unit ratio was used. Ms. Lloyd noted the calculation of 496 parking spaces falls 42 spaces short of the zoning code requirement. She believes that should be a variance in the report. She noted the city has waited a long time and stated “let’s do it right.” She spoke about the extension of Laredo Drive noting the short stretch going to West 78th Street and asked them to imagine how many cars could stack up there, as there is one in and one out, which is not sufficient for the number of units. She spoke about the congestion from schools, the fire station safety issue, post office, and thinks traffic should be studied before it is presented to the public. Regarding walkability, she has to laugh, as it would be meandering through and looking up at a six-story building. Ms. Lloyd noted this is not the Chanhassen she wants to stay in. She contacted the artist Mr. G, who came from New Zealand on his own dime to paint the Prince mural, and he replied that if they commission him, and fly him over, he will come back and create a powerful new concept. Jim Gunville, 7608 Kiowa Avenue, read the documents in the packet and asked if it is correct on the east building with around 120 apartments there were 60 parking spaces below. He noted that 50 Planning Commission Minutes – February 20, 2024 8 is not even one car space per unit, and where it said another 60 spaces will be available outside, he asked where that parking will be? Mr. Gunville did not realize the extension to Laredo is like a long driveway and there is a barrier there. Parking will be in front or behind the building to get to the apartment building. Having enough parking is a great concern to Mr. Gunville and he asked the Commissioners to please look at it again. Regarding the vision of Chanhassen, he stated the openness and ability to see something off in the distance is very valuable, and a six- story building will prevent some of the things that makes the community what it is. Regarding an earlier comment about a hotel, Mr. Gunville agrees noting it is amazing how much traffic the hotel brings into town and the city needs to be able to support people coming into Chanhassen. He noted development is fine and this is a nice plan, but Mr. Gunville does not think it is a plan for Chanhassen. He asked the Commissioners to think about how people will be able to maneuver in the area, the height, traffic, visibility, and feel, and whether it is a place people will want to be or they will want to get out. Andrew Klinkner, 7606 Kiowa Avenue, asked whether this is the best solution for this space, noting he thinks the hotel and movie theater space can become better. Having a hotel near the dinner theater is needed as it brings a lot of people to town, noting when he travels all over the world and mentions Chanhassen people talk about the Chanhassen Dinner Theater and Prince. Possibly forcing the developer to allow some sort of ownership in the buildings could be very useful with people putting down roots here. Regarding parking capacity, he noted they are not at full capacity right now and it is already kind-of crazy around there so he wonders what that will be like. He asked if there has been a study done on requests or permits for commercial spots in town and noted Wayzata still has commercial spaces open 10 years after the Promenade redevelopment. He agrees the plan and buildings are beautiful and remembers a meeting with boards showing potential options and people could put red stickers (bad idea) and green stickers (good idea). He would like to see those boards again and believes the five- and six-story boards had a lot of red stickers on them. He asked how this development benefits the people who live here, noting the city was named number one for a reason, or whether it benefits Roers Companies and those who would move into the apartments. He does think the city needs more population density but does not think it needs to happen right in that location. Mark Engebretson, 7605 Iroquois Street, noted since moving here for the small town feel in 2015 he has noticed a lot of changes, and stated he was disappointed when Venue was built. After hearing about this development, he shared his disappointment with communication and timing, noting he got a postcard in the mail. Mr. Engebretson stated the public this evening has not come up clapping and being excited about this development. People like the quaint, small-town feel of Chanhassen and he noted the importance of the hotel for out-of-town family to stay in. He agrees with previous comments that this is not right for the city. Regarding traffic, Mr. Engebretson would love to see an animation of current traffic versus adding hundreds more cars. He does not think seeing high-rises is good for Chanhassen, and if people wanted that, they would have moved to Uptown. He does not like the tall buildings in Victoria and feels sorry for the city. He asked if they offer market-rate apartments in the building, is the TIF something the developer needs to get, and why do the citizens have to lose out of potential tax revenue for the city? If the apartments were low-income or subsidized, he would be in favor of some kind tax benefits for the developer but not with full market-rate. Mr. Engebretson stated the Venue was a bad idea and a six-story building is 10 times as bad. He can deal with having a three-story hotel, but not 51 Planning Commission Minutes – February 20, 2024 9 having two buildings next to each other that are six or seven stories. He would like to see research that this is the best option for the city. He asked the Commissioners to try to make concessions on height of the building, traffic, and making it better for Chanhassen, noting the government is here for the people and not the developers. Ann Jeske, 506 West 76th Street, noted recently she was assessed about $5,000 for a road and she wonders why Roers Companies, who are very wealthy and do well, are getting TIF money. It does not make sense to give TIF money to very profitable developers who are making decisions and the public is coming in afterwards telling how they feel when a decision has already been made. She feels “shame on you” that the public was not more involved, there was not more communication, noting this is a huge bottleneck for anyone living south of Lotus Lake, noting the high amount of traffic to get in and out of the area. Ms. Jeske understands the need for density and multiple types of housing, but noted this is not the location. She suggested the density could be added coming in on Highway 5 but not in a very dense area where they are already struggling with traffic. Many residents enjoy the city and wide-open spaces but are now being taxed for new roads for people coming into the city who do not even have ownership. She asked the Commissioners to reconsider the location noting many people in Chanhassen will not be happy. Charlie Littfin, 7609 Laredo Drive, lives across from an elementary school and noted that road is busy enough already and they do not need 500 more cars in that area. He stated this is already a done-deal and he has seen enough go down in this town to know that it has already been decided and he asked how long this has been in the works? By the time the residents heard about Venue it was already three years in and was already a done-deal. He remembers a meeting like this when they were already picking paint colors for the apartments by the time people heard about it. Mr. Littfin has seen it his whole life in this town, that if people have money, they can come in and do whatever they want. He noted this is not the town that he wants to live in and if it goes through it will be one more step for him to leave because it is not the small town that it used to be. Debbie Lloyd, 7302 Laredo Drive, believes a variance is required for the parking and must be put in the packet that goes to Council. Therefore, she thinks it would mean the Commissioners must prove a variance on that tonight and the packet needs to be revised. She noted minimum standards were not met in her opinion. Judy Harder, 541 W 78th Street, lives in the Venue apartments and wants to speak up for herself, noting good people are moving in there. Chair Noyes closed the public hearing. Chair Noyes asked Mr. Maass to show the slide regarding the public communications related to this project. He noted communication began in early January and there has been a valiant attempt to communicate with people. He noted the city would love to hear feedback regarding the types of communications put forth on projects like this. He clarified the city has a Comprehensive Plan that prescribes what land-use is and zoning for the city. The job of the Planning Commission is to make sure that any proposals meet what is prescribed in the Comprehensive Plan and the 52 Planning Commission Minutes – February 20, 2024 10 ordinances that support it. Some changes were made regarding the Central Business District and what buildings should look like, with retail mixed in with residential, and those discussions went on for months. If people do not like the blueprint, there are ways to change it through the Planning Commission. He wants the Commissioners to keep that in mind with all the great opinions from residents and must be tied-in. Commissioner Soller noted the strategy for the city has already been set and the job of this Commission is to say whether this fits within that strategy or not. It is not in their purview to change the strategy. If people disagree with the strategy they must hold this Commission and elected officials to account. Commissioner Alto spoke regarding strains on sewer and water noting it is not just the city that decides the Comprehensive Plan, but the Met Council who oversees all metropolitan areas. They determine how much volume every plot of land in the city should have based on projections of waste and water. She grew up in Chanhassen and chose to return and rent for 15 years. She stated that she added value to the community and renters are not just transient people looking to come only for a year. Commissioner Alto noted many of them live here long-term and add value to the community. She spoke about the Economic Development Commission, the Planning Commission, and loves that everyone came to offer feedback tonight, which does not always happen. She encouraged the public to sign up for the newsletter to read the packets and agendas, and to continue to put pressure on the city regarding communication. Commissioner Schwartz is concerned that many of the comments regarding communication are one-sided and the burden is solely upon the city to communicate. He suggests it is a two-way street and the citizens and the city need to do a better job of communicating. The burden cannot solely be on the city’s shoulders and noted the city works hard to communicate to people and if people do not subscribe to the bulletins or look at the website that is not the city’s fault. People must take part and get involved in their government and if they did so, they would have known about the project and been more prepared to share their thoughts this evening. Commissioner Schwartz noted once a Comprehensive Plan is in place, a property owner can do whatever they want to with their property as long as it conforms to the ordinances. If it does not conform, they can come to the Planning Commission and request a variance. Property laws always favor the property owner and in this case if the developer is making a request that conforms to the Comprehensive Plan and zoning ordinances, they can ask for a variance and the Planning Commission recommends to the City Council whether to approve the variance or not. He encouraged everyone to get more involved in the city. Commissioner Goff spoke about multiple meetings and open houses held to put together a vision for downtown Chanhassen Business District. It was talked about, reviewed, and feedback was received. He noted Roers Companies has come in with a proposal that meets most of it and the city is following the rules put forth. On whether it is a “done-deal,” if they follow the rules put forth and they own the land, then they can build it. Commissioner Alto asked about the narrowing of West 78th Street, and if that is part of the approval tonight. 53 Planning Commission Minutes – February 20, 2024 11 Mr. Maass replied road designs of public roads are the purview of the city through a road planning project. Specifically to the proposal before them this evening, no, it has no purview for anything that occurs within the right-of-way for West 78th Street or Market Boulevard. He noted the City Council is discussing a reconstruction of Market Boulevard and weighing options for what the future of the roads could look like. He said any length-to-length reconstruction of West 78th Street is many years out. Project Engineer Erik Henricksen spoke about the public input process on roadways, with open conversations with residents on needs and wants. The extension of West 78th Street was looked at with the lens of future planning of what could be possible with more of a complete street design which incorporates bike users, pedestrians, all to accommodate the downtown vision. Regarding the increase of volume in this development, with existing uses compared to proposed use, analysis found a reduction in daily volumes created. Commissioner Alto asked about the traffic study and parking standards and how adding apartments, shopping, and a restaurant would decrease the traffic capacity coming through. Mr. Henricksen shared about traffic counts, peak volumes, and the use of calculations to anticipate traffic volumes. Commissioner Alto asked about the parking calculation of 1.3 versus 1.5 spaces per unit. Mr. Maass noted the city’s zoning code has a basis and the parking study looked at empirical standards, averaging it, and looking at what would be generated by an average vertical mixed-use building. Chair Noyes believes the study also took into account the demand for parking spaces at Venue. Mr. Maass replied in the affirmative. In looking at parking at the rear of the Venue, it has been at or above 95% occupancy with a total of 135 surface spots in the rear. Staff’s observations is that there is ample capacity in that surface lot without taking into account the Southwest Transit Ramp which is not proposed as part of the parking allocation for this project. Staff did recommend increasing the easement from 20 spots to 50 spots to allow additional parking for the east building. Commissioner Soller clarified the requirements by city standards are being met. Mr. Maass explained part of the code that talks about mixed-use buildings and parking shall be determined by the city based on existing and potential uses of that building. Therein lies the ability for the city to conduct a parking study to determine the number of spots required for the project in place of the standard requirements. Commissioner Soller asked if those are the grounds on which a variance in this case would not be required. Mr. Maass replied in the affirmative. 54 Planning Commission Minutes – February 20, 2024 12 Commissioner Alto spoke about previous conversations about the downtown vision and not having West 78th Street as the “main drag” for Chanhassen and instead looked at Laredo as an alternative. She noted this project does not lend itself in going that direction as proposed with garage ramp exits located just past a stoplight but she does not know what the traffic consequences or alternatives would be. Mr. Maass replied the intention is that West 78th Street evolves into the main street. Laredo is an extension of that with the same ideals of pedestrian walkability, shopping, and residences. With garages coming off Laredo, it is the lower-class road and the alternative would be coming off West 78th Street, which is not preferred. Commissioner Schwartz asked if the city is planning to narrow West 78th Street and the median between east and west. Mr. Maass replied the city is not proposing to reduce the right-of-way width. The city is contemplating the Market Boulevard reconstruction and making sure there are adequate turn lanes, through lanes, and when a future project comes for West 78th Street. The City Council is considering what happens east of Kerber Boulevard and Great Plains Boulevard. Commissioner Schwartz asked with whatever happens east of Kerber Boulevard heading south on Laredo, will there be room for vehicle traffic to accommodate a fire truck to access West 78th Street. Mr. Maass replied the engineering department is working closely with the fire department in potential design alternatives for West 78th Street. They want to continue to support the 4th of July parade route and noted the way the city designs a street is a different discussion as Roers Companies has no bearing on that item. Commissioner Soller asked about runoff and impervious space and clarified it does not increase impervious space that much and it is being mitigated by the requirements of the project. Mr. Maass replied in the affirmative noting the applicant is required to go through city permitting and Riley Purgatory Bluff Creek Watershed District which is one of the more difficult and strict districts in the State. The stormwater generated for the site will be accounted for. Commissioner Soller asked if the city has ever commissioned a noise pollution study for the area and asked if that need to happen in the future to ensure quality of life and standards are being met in Chanhassen? Mr. Maass replied the city has not commissioned a noise study, noting a study is typically generated as a result of large infrastructure, such as highway projects, to determine whether sound walls are necessary. 55 Planning Commission Minutes – February 20, 2024 13 Commissioner Jobe asked about the cisterns in the middle of the road and would the city be responsible for the maintenance and upkeep of those if a structural failure occurred, and how common is that scenario. Mr. Maass replied the operations and maintenance agreement would dictate that Roers Companies would own and maintain the system. In the future if the road extended and there was a solution to the stormwater treatment, that system could be abandoned, but that would be at the city’s discretion. Commissioner Goff asked if this is the only time the Planning Commission will see this project. Mr. Maass replied at this point, unless the Planning Commission tables, this would be the only time they would see the project. Commissioner Schwartz asked if the Venue is being used as a precedent for another six-story building in downtown Chanhassen. Mr. Maass hesitates to use the word precedent, and during the design guidelines conversation they heard a lot of feedback that it is tall enough and people would like even less. That is the reason behind the establishment of the height maximum within the current ordinance. Commissioner Schwartz recalled previous conversations about not becoming like Eden Prairie with building heights of six stories or higher, but noted that now seems to be the standard and there is no challenge to that on the part of staff. Mr. Maass noted six stories is the standard wood-frame construction, and in terms of comparison to Eden Prairie, he goes back to the desire in the city’s architectural guidelines in that buildings don’t change material just to change material and he does not believe the project before the Commissioners does that. Commissioner Schwartz thinks there should be a discussion amongst the Commissioners regarding the old, small-village look and feel of Chanhassen and how that is being transformed. Commissioner Alto noted they had that discussion in September when they discussed the design guidelines. They talked about maximum height and what the Commission would require if they were going to allow six stories. She noted it was shopping on the first floor, a 10-foot setback, and stated it is already approved and in the code because of those discussions. She clarified being on the Planning Commission has helped to understand the rights of property owners to do what is within code. Commissioner Soller likes the suggested action in the packet that breaks this into two motions. He is not sure he has heard enough to confidently vote on the second action yet. Several questions came up from the public such as if this is market-rate, and a profitable project, why does the city need to do a TIF. Or, if this site is valuable and profitable, does the city need to give that advantage to a developer, maybe there would be a competitor that comes in without a TIF. 56 Planning Commission Minutes – February 20, 2024 14 Chair Noyes clarified regarding TIF, the Commissioners are contemplating whether this TIF plan is consistent with the Chanhassen Comprehensive Plan. They are not voting on whether the developer should get TIF, whether they deserve TIF, or how much the TIF should be. He noted it is within the structure, and while one could argue whether they should get any money, it is a completely different conversation and outside the purview of the Planning Commission. Commissioner Alto asked if there is a place that discussion happens where the public can provide their input on those decisions before it comes to the Planning Commission. Mr. Maass replied on March 11, the City Council is scheduled to have a public hearing with respect to the TIF. The City Council is the designated Economic Development Authority and they would approve or deny a TIF request. Chair Noyes spoke about the cinema and the hotel and noted he would like them to stay, as well, but they are private businesses and the decision has been made to close the cinema. He noted the City of Chanhassen is not going to get into the movie theater or hotel business. Commissioner Soller noted a lot of the write-in feedback surrounded the mural, and it is a historically and culturally significant site. If the original artist was willing to come back, he encouraged the city to consider that heavily. It is a shame to see history paved over. Chair Noyes stated the Commissioners do not vote on this based on whether they think it is a good project. They vote on whether it complies with the ordinances and plans the city has put in place. A member of the public asked about West 78th Street and widening the road. Mr. Maass explained West 78th Street is a mixture of 80- and 100-foot right-of-way currently. With the traffic study, the city looked at whether additional right-of-way is necessary, and the engineering department has reviewed that with the traffic study and deemed it not necessary. He noted the city is not boxing itself in. Commissioner Soller moved, Commissioner Alto seconded that the Chanhassen Board of Appeals and Adjustments approve the requested build to zone variance and adopt the findings of fact and decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Commissioner Alto moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends approval of the requested preliminary plat and site plan contingent upon compliance with the city staff review memo and adopt a resolution finding the TIF plan for TIF district number 13 is consistent with the City of Chanhassen’s Comprehensive Plan. All voted in favor and the motion carried unanimously with a vote of 7 to 0. GENERAL BUSINESS: None. 57 Planning Commission Minutes – February 20, 2024 15 APPROVAL OF MINUTES: 1. APPROVE PLANNING COMMISSION MEETING MINUTES DATED JANUARY 16, 2024 Commissioner Goff moved, Commissioner Jobe seconded to approve the Chanhassen Planning Commission summary minutes dated January 16, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. COMMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Alto moved, Commissioner Soller 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 9:00 p.m. Submitted by Eric Maass Planning Director 58 City Council Item March 11, 2024 Item Receive Park and Recreation Minutes dated January 23, 2024 File No.Item No: D.3 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Park and Recreation Minutes dated January 23, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Park and Recreation Minutes dated January 23, 2024 59 CHANHASSEN PARK AND RECREATION COMMISSION REGULAR MEETING MINUTES JANUARY 23, 2024 Chair Vasatka called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Don Vasatka, Chair; Heather Markert, Vice Chair; Dan Eidsmo; Matt Kutz; Jim Peck; Rob Swanson; Scott Pharis; and Youth Commissioner Nischay Pattanashetty. MEMBERS ABSENT: None STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Priya Tandon, Recreation Manager; Mitchell Czech, Recreation Supervisor. PUBLIC PRESENT: Judy Harder. APPROVAL OF AGENDA: Commissioner Peck moved, Commissioner Eidsmo seconded to approve the agenda as presented. All voted in favor and the motion carried unanimously with a vote of 8 to 0. PUBLIC ANNOUNCEMENTS: Jerry Ruegemer, Park and Recreation Director, reminded the Commissioners that the Park and Recreation Commission applications are due on Friday by Noon. VISITOR PRESENTATIONS: None. APPROVAL OF MINUTES: 1. Approve Park & Recreation Minutes dated December 12, 2023 Commissioner Pharis moved, Commissioner Swanson seconded to approve the minutes of the Park and Recreation Commission meeting dated December 12, 2023 as presented. All voted in favor and the motion carried unanimously with a vote of 8 to 0. GENERAL BUSINESS: 1. Lake Ann Lifeguards Mitchell Czech, Recreation Supervisor, provided an update on lifeguards at Lake Ann Park during summer months. The service was previously provided by Minnetonka Public Schools 60 Park and Recreation Commission Minutes – January 23, 2024 2 until the contract was terminated due to insurance issues and the city now must decide how to move forward. Priya Tandon, Recreation Manager, shared results from the FlashVote survey regarding Lake Ann lifeguards. Mr. Czech stated that the city looked into contract opportunities for lifeguards, but there are no viable service options available. Mr. Czech shared the four options for this summer: Option one is no guard or monitor with new signage. Option two would include a beach monitor and new signage, but no guards. Option three is reduced hours for in-house lifeguards. Option four would provide the same level of guarded hours with in-house lifeguards. He shared how other area cities have handled lifeguards in the last several years. Chair Vasatka asked if other cities’ beach usage has changed with the different lifeguard service options. Mr. Czech stated that he discussed this with Bloomington, who saw their beach usage increase by twenty-five percent after lifeguard removal. Other cities received initial negative feedback with lifeguard removal but that it quickly tapered off. Commissioner Markert asked if option three would require the city to update or change its insurance. Mr. Czech answered that lifeguards would need to be added to the insurance policy but did not know the specific insurance cost. Commissioner Markert asked if Lake Minnewashta Beach was also impacted. Mr. Czech responded that Carver County is undergoing the same process of creating a new lifeguard plan, as they were also impacted by the lifeguard service change. Mr. Ruegemer stated that Carver County is opting to have unguarded beaches this summer. Commissioner Pharis asked why this conversation was not held this fall before the 2024 budget establishment. Mr. Czech answered that they weren’t aware of the need for a change until fall and didn’t have time to compile the necessary information. Commissioner Pharis inquired how the leftover funds would be used if option two was selected. Mr. Ruegemer answered that if there was a surplus, it would be returned to the general fund and be reallocated to appropriate projects. He communicated that there have also been ongoing lifeguard shortages. He clarified that there was no indication of the contract termination prior to October. Chair Vasatka questioned whether all these options could realistically be staffed. Mr. Czech indicated it will be a challenge based on recent years and local trends. If the City of Chanhassen elects to use lifeguards, there are criteria and quotas that need to be met. 61 Park and Recreation Commission Minutes – January 23, 2024 3 Commissioner Markert asked for clarification on the water depth near the buoys and ropes. Mr. Ruegemer stated that the water depth is approximately six feet. Commissioner Markert asked if school groups would be able to utilize the beach with options one or two. Mr. Czech responded that school groups would not be able to use the beaches without lifeguards. Chair Vasatka inquired if Lake Ann Camp utilized the beach. Ms. Tandon answered that Lake Ann Camp does utilize the beach, but they would need to consider additional options if no lifeguards were present. Commissioner Pharis clarified that there would be no liabilities if lifeguards were not present. Mr. Czech stated that the insurance provider said there would be no additional liabilities if the proper signage was posted. Commissioner Pharis asked if there have been any incidents when lifeguards weren’t present. Mr. Ruegemer confirmed there were water incidents without lifeguards present in the 1990s or early 2000s when the raft was present. If the city manages risk and posts proper signage, there will be no additional liabilities. Mr. Czech shared that surrounding cities that do not have lifeguards on duty have removed additional water features, such as rafts. Commissioner Swanson asked if there are any plans for an indoor aquatic center for the Chanhassen Bluff Sports Complex. Mr. Ruegemer answered that there is not. Commissioner Markert asked if other communities who changed from guards to beach monitors before moving to unstaffed saw benefits in the phased transition. Mr. Czech stated that this is dependent on the population and the usage of the beach. There is visible staff on the beach with the concession workers. Some cities found value in the beach monitor position initially. Commissioner Markert inquired if any rules would change at the beach. Mr. Czech responded that this would be an in-house decision moving forward. Commissioner Swanson inquired whether there would need to be no lifeguard on duty signs posted with option two. Mr. Czech confirmed that signs would need to be posted and this cost is included in the budget. Commissioner Peck asked whether we would pick an option for an extended period. Mr. Czech answered we would revisit the options based on the success and community feedback. Commissioner Kutz stated that he would like to see option three explored since the previous lifeguard contract is in the 2024 budget. Commissioner Eidsmo said that he would like to see option three explored since the FlashVote survey highlighted the importance of safety. 62 Park and Recreation Commission Minutes – January 23, 2024 4 Commissioner Swanson commented that option four would be the best possibility for safety if the staffing could be secured. Commissioner Pharis remarked that the safety incidents are few and far between and was in favor of exploring option one. Mr. Czech remarked that the City of Bloomington noticed a false sense of security with parents/guardians when lifeguards were present. Without lifeguards, guardians are more attentive. Chair Vasatka clarified that the Fire Department is now staffed 24 hours a day, seven days a week, so their response time to emergencies is faster. Commissioner Markert asked if Minnetonka Aquatics would be willing to share a previous roster of lifeguards. Mr. Czech stated that he would not expect Minnetonka Aquatics to provide this information. Commissioner Markert voiced favor for option three but recommended pursuing a back-up plan if this option was not feasible. Chair Vasatka commented that there could be flexibility in which days lifeguards would be provided to allow families to plan beach attendance if there are staffing constraints. Commissioner Eidsmo asked what the time frame would be for hiring lifeguards and if there could be a backup plan in place. Mr. Czech shared that summer hiring begins soon. Ms. Tandon commented that the process would need to start immediately so lifeguards could complete mandatory training within a certain time frame. Mr. Ruegemer stated that the Commission’s decision will be discussed at the City Council work session on February 12 and staff would need to proceed with the recommended direction after this meeting. Youth Commissioner Pattanashetty voiced favor for option two based on his experience working at Lake Ann Camp. Commissioner Markert suggested eliminating option four. Commissioner Pharis agreed. Commissioner Peck asked if the positions aren’t filled, how will the city respond. Mr. Czech commented that they would proceed in a similar way as previous years: share when the beach would be staffed. The Commission discussed the days they want staffed lifeguards and decided to try staffing lifeguards with a backup plan of a beach monitor if the city isn’t able to hire and train enough staff. Commissioner Markert moved, Commissioner Pharis seconded to recommend to the City Council to staff lifeguards Thursday to Sunday, which would be a modified option 3. If this 63 Park and Recreation Commission Minutes – January 23, 2024 5 is not doable, proceed with option 2 with a beach monitor and updated signage. All voted in favor and the motion carried unanimously with a vote of 8 to 0. REPORTS: 1. 2024 February Festival Preview Ms. Tandon stated that the 2024 February Festival is canceled based on ice conditions and the extended forecast. The medallion hunt will still take place. Commissioner Markert thanked Ms. Tandon for the work completed for the February Festival. Commissioner Eidsmo asked about cancellation fees. Ms. Tandon commented that the fees would be refunded. 2. Lake Ann Park Preserve Update Jerry Ruegemer, Park and Recreation Director, provided an overview of the bid package for Lake Ann Park Preserve. Mr. Ruegemer commented on the nine bids received and explained construction challenges, including lead times on material. Commissioner Swanson asked whether the contracts have been awarded. Mr. Ruegemer explained that the contract should be finalized by the end of the week. The contractor will most likely miss the opportunity for winter construction. He displayed images to help explain the boardwalk construction process. He provided insight into how certain boardwalk and trail options could be completed outside of winter construction season. Commissioner Markert asked if nearby residents have been informed about the paths the construction companies will use. Mr. Ruegemer confirmed that they have been informed of the project and they will continue to receive regular communication. Mr. Ruegemer provided an update that bid submission for bid package number two will be available in the coming weeks. He reviewed the plan for the parking lot construction at Greenwood Shores Park. There have been many phone calls and emails with the neighborhood residents about this parking lot. He displayed multiple parking lot options and explained the preferred option based on the degree of slope and ADA requirements. He described the water collection ponding based on soil testing based on best management practices to prevent water runoff at Lake Ann. Commissioner Kutz asked about the construction's impact on trees. Mr. Ruegemer answered that very few trees would be impacted. He also shared the relocation of the bathroom to accommodate the collection ponds. 64 Park and Recreation Commission Minutes – January 23, 2024 6 Mr. Ruegemer outlined the permit process for this construction with the watershed district. He reviewed the discussion with the watershed district to best meet requirements and regulations. He outlined the remaining permits that need to be filed for construction and explained the permit application process. He reviewed the updated legal description for the easement agreement for the property with Met Council. The City of Chanhassen received a grant to complete this project through the Minnesota Department of Natural Resources. Mr. Ruegemer shared that this grant triggered the State Historical Preservation Society, which will require the city to complete field observation through a hired archeologist to determine the size and scope of previously identified lithographs before trail installation. Chair Vasatka clarified that if lithographs were found, it could impact the construction completion. Mr. Ruegemer confirmed this information but noted there are options to complete this project in 2024. COMMISSION MEMBER COMMITTEE REPORTS: None. COMMISSION MEMBER PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. ADJOURNMENT: Commissioner Kutz moved, Commissioner Markert seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 8 to 0. The Park and Recreation Commission meeting was adjourned at 7:50 p.m. Submitted by Jerry Ruegemer Park and Recreation Director 65 City Council Item March 11, 2024 Item Approve Claims Paid dated March 11, 2024 File No.Item No: D.4 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 March 11, 2024." 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 March 11, 2024: Total Claims $1,624,295.92 BUDGET RECOMMENDATION 66 ATTACHMENTS Payment Summary Payment Detail 67 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount CenturyLink 02/21/2024 0.00 59.99 David Jones 02/21/2024 0.00 125.00 Marco Inc 02/21/2024 0.00 735.00 MN VALLEY ELECTRIC COOP 02/21/2024 0.00 161.45 NOVEL SOLAR THREE, LLC 02/21/2024 0.00 3,996.79 XCEL ENERGY INC 02/21/2024 0.00 6.20 ALLSTREAM 02/22/2024 0.00 564.47 ARAMARK Refreshment Services, LLC 02/22/2024 0.00 1,121.31 Boarman Kroos Vogel Group Inc 02/22/2024 0.00 161,651.15 CAMPBELL KNUTSON 02/22/2024 0.00 15,402.85 CAMPION BARROW & ASSOCIATES 02/22/2024 0.00 555.00 Carver County 02/22/2024 0.00 1,015.00 Cintas Corporation No. 2 02/22/2024 0.00 179.82 Compass Minerals America, Inc 02/22/2024 0.00 9,130.62 CUB FOODS 02/22/2024 0.00 63.46 DEM-CON LANDFILL 02/22/2024 0.00 543.51 Denise Lebens 02/22/2024 0.00 100.00 EGAN COMPANY 02/22/2024 0.00 457.50 Engel Water Testing Inc 02/22/2024 0.00 875.00 FACTORY MOTOR PARTS COMPANY 02/22/2024 0.00 238.71 FASTENAL COMPANY 02/22/2024 0.00 9.08 Go Gymnastics 02/22/2024 0.00 2,253.75 GOPHER STATE ONE-CALL INC 02/22/2024 0.00 218.75 Grill Star Catering 02/22/2024 0.00 1,405.00 GYM WORKS INC 02/22/2024 0.00 400.00 Health Strategies 02/22/2024 0.00 152.50 HealthPartners, Inc. 02/22/2024 0.00 93,196.55 Indigo Signs 02/22/2024 0.00 1,452.50 Indoor Landscapes Inc 02/22/2024 0.00 187.00 Infosend, Inc 02/22/2024 0.00 3,400.59 Innovative Office Solutions LLC 02/22/2024 0.00 50.91 Lennar 02/22/2024 0.00 15,000.00 Lockridge Grindal Nauen P.L.L.P 02/22/2024 0.00 3,333.33 Macqueen Emergency Group 02/22/2024 0.00 30.72 METROPOLITAN COUNCIL 02/22/2024 0.00 230,855.78 MTI DISTRIBUTING INC 02/22/2024 0.00 127.87 NAPA AUTO & TRUCK PARTS 02/22/2024 0.00 172.78 NORTHWEST ASPHALT INC 02/22/2024 0.00 537,222.57 On-Site Medical Services Inc 02/22/2024 0.00 1,255.00 Pro-Tec Design, Inc. 02/22/2024 0.00 14,004.11 ROADKILL ANIMAL CONTROL 02/22/2024 0.00 103.00 SRF CONSULTING GROUP INC 02/22/2024 0.00 24,743.79 SUMMIT FIRE PROTECTION 02/22/2024 0.00 2,085.15 Tamara Asamoah 02/22/2024 0.00 100.00 Page 1 of 3 68 Vendor Name Check Date Void Checks Check Amount Taylor Electric Company, LLC 02/22/2024 0.00 4,080.00 TBEI, Inc 02/22/2024 0.00 216.00 Tony Garry 02/22/2024 0.00 150.00 True North Controls 02/22/2024 0.00 648.00 Waste Management of Minnesota, Inc 02/22/2024 0.00 1,672.32 BRINKMAN'S INC 02/28/2024 0.00 4,400.00 CCP NI MASTER TENANT 4 LLC 02/28/2024 0.00 1,805.65 CENTURYLINK 02/28/2024 0.00 682.95 Laurie A. Hokkanen 02/28/2024 0.00 995.58 MN VALLEY ELECTRIC COOP 02/28/2024 0.00 223.46 Potentia MN Solar 02/28/2024 0.00 2,996.24 TITLESMART INC 02/28/2024 0.00 109.23 XCEL ENERGY INC 02/28/2024 0.00 3,956.78 Advanced Engineering & Environmental Services, LLC 02/29/2024 0.00 5,957.50 AMERICAN ENGINEERING TESTING 02/29/2024 0.00 22,411.49 ARAMARK Refreshment Services, LLC 02/29/2024 0.00 60.94 Blackstone Contractors, LLC 02/29/2024 0.00 74,877.96 BORDER STATES ELECTRIC SUPPLY 02/29/2024 0.00 2,488.86 Carver County 02/29/2024 0.00 14,784.29 CARVER COUNTY ENVIRONMENTAL 02/29/2024 0.00 2,357.00 CONCRETE CUTTING & CORING INC 02/29/2024 0.00 1,294.66 DALCO ENTERPRISES, INC. 02/29/2024 0.00 1,249.19 DELEGARD TOOL COMPANY 02/29/2024 0.00 107.71 Earl F Andersen Inc 02/29/2024 0.00 997.25 EHLERS & ASSOCIATES INC 02/29/2024 0.00 585.00 Engel Water Testing Inc 02/29/2024 0.00 875.00 Ferguson Waterworks #2518 02/29/2024 0.00 2,034.46 Fidelity Security Life 02/29/2024 0.00 331.75 Focal Point Partners, Inc 02/29/2024 0.00 9,626.00 HANSEN THORP PELLINEN OLSON 02/29/2024 0.00 6,484.50 HENNEPIN COUNTY FIRE CHIEF'S ASSN 02/29/2024 0.00 200.00 HOISINGTON KOEGLER GROUP 02/29/2024 0.00 38,695.00 Innovative Office Solutions LLC 02/29/2024 0.00 183.48 KIMLEY HORN AND ASSOCIATES INC 02/29/2024 0.00 6,020.99 Kit Lerdgidkjon 02/29/2024 0.00 100.00 Lametti & Sons Inc 02/29/2024 0.00 98,953.44 LEAGUE OF MN CITIES INS TRUST 02/29/2024 0.00 111,117.00 LENZEN CHEVROLET BUICK 02/29/2024 0.00 4,844.01 LIFESAVER FIRE PROTECTION 02/29/2024 0.00 320.00 Minuteman Press 02/29/2024 0.00 68.00 MN DEPT OF LABOR AND INDUSTRY 02/29/2024 0.00 50.00 MTI DISTRIBUTING INC 02/29/2024 0.00 1,424.80 NAPA AUTO & TRUCK PARTS 02/29/2024 0.00 123.69 NEWMAN SIGNS INC 02/29/2024 0.00 48.91 NYSTROM PUBLISHING COMPANY INC 02/29/2024 0.00 957.52 Pitney Bowes Inc. 02/29/2024 0.00 8,986.95 PRAIRIE LAWN & GARDEN 02/29/2024 0.00 4.19 Rent N Save Portable Services 02/29/2024 0.00 1,066.00 Safe-Fast, Inc. 02/29/2024 0.00 156.48 SEH 02/29/2024 0.00 45,531.78 Southwest Rental & Sales 02/29/2024 0.00 3,417.75 Taylor Electric Company, LLC 02/29/2024 0.00 2,645.00 TOWN & COUNTRY FENCE 02/29/2024 0.00 1,955.00 Page 2 of 3 69 Vendor Name Check Date Void Checks Check Amount VIKING INDUSTRIAL CENTER 02/29/2024 0.00 222.60 Report Total:0.00 1,624,295.92 Page 3 of 3 70 AP Check Detail User: dwashburn Printed: 3/4/2024 8:28:15 AM Last Name Acct 1 Amount Check Date Description Advanced Engineering & Environmental Services, LLC 700-7025-4706 5,957.50 2/29/2024 SCADA upgrade 5,957.50 2/29/2024 Advanced Engineering & Environmental Services, LLC 5,957.50 ALLSTREAM 101-1160-4310 564.47 2/22/2024 Mitel Phone Syst Maint 3/18 - 4/17 564.47 2/22/2024 ALLSTREAM 564.47 AMERICAN ENGINEERING TESTING 601-6058-4303 22,411.49 2/29/2024 #24-05 MMSW -Geotechnical 22,411.49 2/29/2024 AMERICAN ENGINEERING TESTING 22,411.49 ARAMARK Refreshment Services, LLC 101-1120-4110 154.47 2/22/2024 Coffee- fire dept ARAMARK Refreshment Services, LLC 101-1120-4110 611.92 2/22/2024 Coffee- sr center bldg dept admin ARAMARK Refreshment Services, LLC 101-1120-4110 354.92 2/22/2024 Coffee Public Works 1,121.31 2/22/2024 ARAMARK Refreshment Services, LLC 101-1120-4110 60.94 2/29/2024 Coffee creamer delivered seperately 60.94 2/29/2024 AP - Check Detail (3/4/2024)Page 1 of 19 71 Last Name Acct 1 Amount Check Date Description ARAMARK Refreshment Services, LLC 1,182.25 Asamoah Tamara 700-7204-4901 100.00 2/22/2024 Water Wise Rebate Program- Clothes Washer 100.00 2/22/2024 Asamoah Tamara 100.00 Blackstone Contractors, LLC 720-7025-4751 74,877.96 2/29/2024 2023 Pond Project Pay Voucher #1 74,877.96 2/29/2024 Blackstone Contractors, LLC 74,877.96 Boarman Kroos Vogel Group Inc 414-4010-4300 -219.81 2/22/2024 Refund-Reimbursable expenses Boarman Kroos Vogel Group Inc 414-4010-4300 161,870.96 2/22/2024 Civic Campus A/E Services 161,651.15 2/22/2024 Boarman Kroos Vogel Group Inc 161,651.15 BORDER STATES ELECTRIC SUPPLY 701-0000-4551 1,543.26 2/29/2024 lift station supplies BORDER STATES ELECTRIC SUPPLY 701-0000-4551 945.60 2/29/2024 lift station fuse 2,488.86 2/29/2024 BORDER STATES ELECTRIC SUPPLY 2,488.86 BRINKMAN'S INC 101-1550-4120 4,400.00 2/28/2024 trailer replacement for stolen trailer 4,400.00 2/28/2024 BRINKMAN'S INC 4,400.00 CAMPBELL KNUTSON 101-1140-4302 15,402.85 2/22/2024 Legal Services-January 2024 AP - Check Detail (3/4/2024)Page 2 of 19 72 Last Name Acct 1 Amount Check Date Description 15,402.85 2/22/2024 CAMPBELL KNUTSON 15,402.85 CAMPION BARROW & ASSOCIATES 101-1120-4300 555.00 2/22/2024 Mn Public Safety Promotional Testing-Heger 555.00 2/22/2024 CAMPION BARROW & ASSOCIATES 555.00 Carver County 101-1150-4501 1,015.00 2/22/2024 Spec Assessment Entry Charge 1,015.00 2/22/2024 Carver County 101-1160-4234 14,784.29 2/29/2024 ESRI Enterprise License Renewal Yr 2 of 3 14,784.29 2/29/2024 Carver County 15,799.29 CARVER COUNTY ENVIRONMENTAL 700-1384-4556 1,161.00 2/29/2024 disposal of water meter CARVER COUNTY ENVIRONMENTAL 701-1384-4556 1,161.00 2/29/2024 disposal of water meter CARVER COUNTY ENVIRONMENTAL 101-1312-4300 35.00 2/29/2024 hazardous waste permit 2,357.00 2/29/2024 CARVER COUNTY ENVIRONMENTAL 2,357.00 CCP NI MASTER TENANT 4 LLC 701-0000-4320 319.21 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 30.63 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 438.55 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 7.27 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 803.69 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 89.14 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1550-4320 92.74 2/28/2024 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 24.42 2/28/2024 Electric Charges AP - Check Detail (3/4/2024)Page 3 of 19 73 Last Name Acct 1 Amount Check Date Description 1,805.65 2/28/2024 CCP NI MASTER TENANT 4 LLC 1,805.65 CenturyLink 700-7043-4310 59.99 2/21/2024 Telephone & Communication Charges 59.99 2/21/2024 CENTURYLINK 700-0000-4310 15.51 2/28/2024 Telephone & Communication Charges CENTURYLINK 101-1160-4325 250.78 2/28/2024 Telephone & Communication Charges CENTURYLINK 701-0000-4310 15.51 2/28/2024 Telephone & Communication Charges CENTURYLINK 101-1190-4310 123.64 2/28/2024 Telephone & Communication Charges CENTURYLINK 101-1540-4310 61.82 2/28/2024 Telephone & Communication Charges CENTURYLINK 700-7019-4310 215.69 2/28/2024 Telephone & Communication Charges 682.95 2/28/2024 CENTURYLINK 742.94 Cintas Corporation No. 2 101-1312-4510 179.82 2/22/2024 first aid supplies 179.82 2/22/2024 Cintas Corporation No. 2 179.82 Compass Minerals America, Inc 101-1320-4156 9,130.62 2/22/2024 road slat 9,130.62 2/22/2024 Compass Minerals America, Inc 9,130.62 CONCRETE CUTTING & CORING INC 101-1320-4260 615.99 2/29/2024 Pole Pruner CONCRETE CUTTING & CORING INC 101-1550-4120 62.68 2/29/2024 chainsaw parts CONCRETE CUTTING & CORING INC 101-1550-4260 615.99 2/29/2024 Pole Pruner 1,294.66 2/29/2024 AP - Check Detail (3/4/2024)Page 4 of 19 74 Last Name Acct 1 Amount Check Date Description CONCRETE CUTTING & CORING INC 1,294.66 CUB FOODS 101-1220-4290 63.46 2/22/2024 Plates Forks Napkins and Water 63.46 2/22/2024 CUB FOODS 63.46 DALCO ENTERPRISES, INC.101-1120-4110 1,249.19 2/29/2024 paper cleaning supplies-restroom 1,249.19 2/29/2024 DALCO ENTERPRISES, INC. 1,249.19 DELEGARD TOOL COMPANY 101-1370-4260 107.71 2/29/2024 tools 107.71 2/29/2024 DELEGARD TOOL COMPANY 107.71 DEM-CON LANDFILL 101-1320-4150 271.75 2/22/2024 street sweeping material and utilities materials DEM-CON LANDFILL 700-0000-4150 271.76 2/22/2024 street sweeping material and utilities materials 543.51 2/22/2024 DEM-CON LANDFILL 543.51 Earl F Andersen Inc 101-1320-4560 997.25 2/29/2024 street signs supplies 997.25 2/29/2024 Earl F Andersen Inc 997.25 EGAN COMPANY 101-1190-4510 457.50 2/22/2024 boiler service trouble shooting 457.50 2/22/2024 AP - Check Detail (3/4/2024)Page 5 of 19 75 Last Name Acct 1 Amount Check Date Description EGAN COMPANY 457.50 EHLERS & ASSOCIATES INC 101-0000-2076 585.00 2/29/2024 Roers Development 585.00 2/29/2024 EHLERS & ASSOCIATES INC 585.00 Engel Water Testing Inc 700-0000-4300 875.00 2/22/2024 water samples testing-January 2024 875.00 2/22/2024 Engel Water Testing Inc 700-0000-4300 875.00 2/29/2024 water samples-February 2024 875.00 2/29/2024 Engel Water Testing Inc 1,750.00 FACTORY MOTOR PARTS COMPANY 101-1370-4170 238.71 2/22/2024 Def Drum EVP System 238.71 2/22/2024 FACTORY MOTOR PARTS COMPANY 238.71 FASTENAL COMPANY 101-1320-4150 9.08 2/22/2024 street signs supplies 9.08 2/22/2024 FASTENAL COMPANY 9.08 Ferguson Waterworks #2518 700-1384-4556 451.25 2/29/2024 water meter parts Ferguson Waterworks #2518 701-1384-4556 451.25 2/29/2024 water meter parts Ferguson Waterworks #2518 701-1384-4556 32.00 2/29/2024 meter supplies Ferguson Waterworks #2518 700-1384-4556 32.00 2/29/2024 meter supplies Ferguson Waterworks #2518 700-0000-4550 1,067.96 2/29/2024 water main parts 2,034.46 2/29/2024 AP - Check Detail (3/4/2024)Page 6 of 19 76 Last Name Acct 1 Amount Check Date Description Ferguson Waterworks #2518 2,034.46 Fidelity Security Life 101-0000-2007 300.26 2/29/2024 Vision insurance-March 2024 Fidelity Security Life 700-0000-2007 15.75 2/29/2024 Vision insurance-March 2024 Fidelity Security Life 720-0000-2007 6.63 2/29/2024 Vision insurance-March 2024 Fidelity Security Life 701-0000-2007 9.11 2/29/2024 Vision insurance-March 2024 331.75 2/29/2024 Fidelity Security Life 331.75 Focal Point Partners, Inc 101-1220-4510 1,715.00 2/29/2024 motion sensors hallway office Focal Point Partners, Inc 101-1220-4510 5,470.00 2/29/2024 motion lighting truck bays Focal Point Partners, Inc 101-1220-4510 858.00 2/29/2024 upgrade existing light controls Focal Point Partners, Inc 101-1220-4510 1,583.00 2/29/2024 replace ceiling fans truck bay 9,626.00 2/29/2024 Focal Point Partners, Inc 9,626.00 Garry Tony 101-1560-4345 150.00 2/22/2024 St Pat's Party entertainer fee 150.00 2/22/2024 Garry Tony 150.00 Go Gymnastics 101-1538-4343 712.50 2/22/2024 Go Gym 2234.143 Go Gymnastics 101-1537-4343 1,541.25 2/22/2024 Go Gym 2234.142 & 2234.144 2,253.75 2/22/2024 Go Gymnastics 2,253.75 GOPHER STATE ONE-CALL INC 700-0000-4300 109.38 2/22/2024 Utility locates-January GOPHER STATE ONE-CALL INC 701-0000-4300 109.37 2/22/2024 Utility locates-January 218.75 2/22/2024 AP - Check Detail (3/4/2024)Page 7 of 19 77 Last Name Acct 1 Amount Check Date Description GOPHER STATE ONE-CALL INC 218.75 Grill Star Catering 101-1120-4371 1,405.00 2/22/2024 Annual Summer Training + Picnic 1,405.00 2/22/2024 Grill Star Catering 1,405.00 GYM WORKS INC 101-1530-4530 400.00 2/22/2024 Preventative Maintenance February 400.00 2/22/2024 GYM WORKS INC 400.00 HANSEN THORP PELLINEN OLSON 400-0000-1155 324.50 2/29/2024 Lake Place Apartments HANSEN THORP PELLINEN OLSON 400-0000-1155 1,445.50 2/29/2024 Audubon Business Park HANSEN THORP PELLINEN OLSON 701-7025-4300 757.75 2/29/2024 #23-08 Lift Station #3 Forcemain Replacement HANSEN THORP PELLINEN OLSON 101-1310-4303 855.00 2/29/2024 Stellar Ct Lawsuit HANSEN THORP PELLINEN OLSON 400-0000-1155 1,150.50 2/29/2024 Xcel Service Center HANSEN THORP PELLINEN OLSON 101-1310-4303 1,669.25 2/29/2024 Detail Plate Drafting Services HANSEN THORP PELLINEN OLSON 601-6062-4303 282.00 2/29/2024 #24-11 Rec Center Parking Lot 6,484.50 2/29/2024 HANSEN THORP PELLINEN OLSON 6,484.50 Health Strategies 101-1220-4352 152.50 2/22/2024 Nutter RTD 152.50 2/22/2024 Health Strategies 152.50 HealthPartners, Inc.101-0000-2012 1,461.66 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.101-0000-2012 29,964.03 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.700-0000-2012 2,557.92 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.701-0000-2012 1,827.06 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.101-0000-2013 136.66 2/22/2024 Dental Insurance-March 2024 HealthPartners, Inc.101-0000-2012 1,826.49 2/22/2024 Health Insurance-March 2024 AP - Check Detail (3/4/2024)Page 8 of 19 78 Last Name Acct 1 Amount Check Date Description HealthPartners, Inc.101-0000-2012 42,009.27 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.700-0000-2013 387.17 2/22/2024 Dental Insurance-March 2024 HealthPartners, Inc.720-0000-2013 91.08 2/22/2024 Dental Insurance-March 2024 HealthPartners, Inc.701-0000-2013 341.63 2/22/2024 Dental Insurance-March 2024 HealthPartners, Inc.101-0000-2013 3,825.96 2/22/2024 Dental Insurance-March 2024 HealthPartners, Inc.720-0000-2012 1,461.66 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.701-0000-2012 2,739.74 2/22/2024 Health Insurance-March 2024 HealthPartners, Inc.700-0000-2012 4,566.22 2/22/2024 Health Insurance-March 2024 93,196.55 2/22/2024 HealthPartners, Inc. 93,196.55 HENNEPIN COUNTY FIRE CHIEF'S ASSN 101-1220-4360 200.00 2/29/2024 Membership dues 200.00 2/29/2024 HENNEPIN COUNTY FIRE CHIEF'S ASSN 200.00 HOISINGTON KOEGLER GROUP 101-1420-4300 887.50 2/29/2024 wayfinding and signage plan HOISINGTON KOEGLER GROUP 414-4011-4300 33,120.00 2/29/2024 Civic Campus Professional Services - LA HOISINGTON KOEGLER GROUP 101-1420-4300 4,687.50 2/29/2024 Downtown Design Guidelines Project 38,695.00 2/29/2024 HOISINGTON KOEGLER GROUP 38,695.00 Hokkanen Laurie A.101-1120-4381 23.72 2/28/2024 MLC Legislative Meeting Hokkanen Laurie A.101-1120-4381 933.40 2/28/2024 ICMA Conferences Hokkanen Laurie A.101-1120-4381 38.46 2/28/2024 MCMA Workship 995.58 2/28/2024 Hokkanen Laurie A. 995.58 Indigo Signs 101-1120-4110 385.50 2/22/2024 Nameplates Indigo Signs 101-1120-4110 287.00 2/22/2024 office nameplates RJ JM DE-L AH Indigo Signs 101-1550-4130 305.00 2/22/2024 Feb Fest Signs Indigo Signs 101-1220-4120 475.00 2/22/2024 Misc helmet graphics Par and locker Tags AP - Check Detail (3/4/2024)Page 9 of 19 79 Last Name Acct 1 Amount Check Date Description 1,452.50 2/22/2024 Indigo Signs 1,452.50 Indoor Landscapes Inc 101-1170-4300 187.00 2/22/2024 Plant service-February 187.00 2/22/2024 Indoor Landscapes Inc 187.00 Infosend, Inc 701-1130-4330 871.91 2/22/2024 January Postage Infosend, Inc 720-1130-4330 871.91 2/22/2024 January Postage Infosend, Inc 700-1130-4330 871.91 2/22/2024 January Postage Infosend, Inc 700-1130-4111 261.62 2/22/2024 January Statements Infosend, Inc 720-1130-4111 261.62 2/22/2024 January Statements Infosend, Inc 701-1130-4111 261.62 2/22/2024 January Statements 3,400.59 2/22/2024 Infosend, Inc 3,400.59 Innovative Office Solutions LLC 101-1120-4110 50.91 2/22/2024 Office Supplies 50.91 2/22/2024 Innovative Office Solutions LLC 101-1120-4110 114.74 2/29/2024 Pens paper post-its Innovative Office Solutions LLC 101-1120-4110 68.74 2/29/2024 kleenex 183.48 2/29/2024 Innovative Office Solutions LLC 234.39 Jones David 101-1560-4343 125.00 2/21/2024 JFK Historical presentation speaker fee 125.00 2/21/2024 AP - Check Detail (3/4/2024)Page 10 of 19 80 Last Name Acct 1 Amount Check Date Description Jones David 125.00 KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 217.50 2/29/2024 Private Development-Erhart Farm KIMLEY HORN AND ASSOCIATES INC 601-6061-4300 5,803.49 2/29/2024 #24-09 Chanhassen Pedestrian Improvement Project 6,020.99 2/29/2024 KIMLEY HORN AND ASSOCIATES INC 6,020.99 Lametti & Sons Inc 601-6043-4751 98,953.44 2/29/2024 #20-02 Minnewashta Pkwy Rehab Project 98,953.44 2/29/2024 Lametti & Sons Inc 98,953.44 LEAGUE OF MN CITIES INS TRUST 101-1170-4483 111,117.00 2/29/2024 Casualty Coverage Premium 111,117.00 2/29/2024 LEAGUE OF MN CITIES INS TRUST 111,117.00 Lebens Denise 700-7204-4901 100.00 2/22/2024 Water Wise Rebate Program: Clothes Washer 100.00 2/22/2024 Lebens Denise 100.00 Lennar 101-0000-2072 2,500.00 2/22/2024 As Built escrow 7118 Alphabet Street -Receipt #00494097 Lennar 101-0000-2072 2,500.00 2/22/2024 As Built 7217 Purple Parkway -Receipt #00494095 Lennar 101-0000-2072 2,500.00 2/22/2024 As Built 7161 Pearl Drive -Receipt #00549200 Lennar 101-0000-2072 2,500.00 2/22/2024 As Built 7206 Purple Parkway -Receipt #00505071 Lennar 101-0000-2072 2,500.00 2/22/2024 As Built 7208 Pearl Drive -Receipt #00516432 Lennar 101-0000-2072 2,500.00 2/22/2024 As Built 7158 Purple Parkway -Receipt #00494094 15,000.00 2/22/2024 AP - Check Detail (3/4/2024)Page 11 of 19 81 Last Name Acct 1 Amount Check Date Description Lennar 15,000.00 LENZEN CHEVROLET BUICK 700-0000-4520 4,744.06 2/29/2024 accident repair LENZEN CHEVROLET BUICK 101-1220-4530 99.95 2/29/2024 tailgate repair 4,844.01 2/29/2024 LENZEN CHEVROLET BUICK 4,844.01 Lerdgidkjon Kit 700-7204-4901 100.00 2/29/2024 Rebate- Clothes Washer 100.00 2/29/2024 Lerdgidkjon Kit 100.00 LIFESAVER FIRE PROTECTION 700-0000-4300 320.00 2/29/2024 flow test 1825 lucy ridge circle 320.00 2/29/2024 LIFESAVER FIRE PROTECTION 320.00 Lockridge Grindal Nauen P.L.L.P 101-1110-4312 3,333.33 2/22/2024 Professional Services-February 2024 3,333.33 2/22/2024 Lockridge Grindal Nauen P.L.L.P 3,333.33 Macqueen Emergency Group 101-1220-4120 30.72 2/22/2024 drain handle 30.72 2/22/2024 Macqueen Emergency Group 30.72 Marco Inc 101-1160-4411 735.00 2/21/2024 Copier Lease 735.00 2/21/2024 AP - Check Detail (3/4/2024)Page 12 of 19 82 Last Name Acct 1 Amount Check Date Description Marco Inc 735.00 METROPOLITAN COUNCIL 701-0000-4509 230,855.78 2/22/2024 Wastewater services-March 230,855.78 2/22/2024 METROPOLITAN COUNCIL 230,855.78 Minuteman Press 101-1120-4110 68.00 2/29/2024 Business Cards: Daisy Anderson Donovan Erickson-Large 68.00 2/29/2024 Minuteman Press 68.00 MN DEPT OF LABOR AND INDUSTRY 101-1370-4120 10.00 2/29/2024 Pressure Vessel/Broiler MN DEPT OF LABOR AND INDUSTRY 101-1320-4120 20.00 2/29/2024 Pressure Vessel/Broiler MN DEPT OF LABOR AND INDUSTRY 701-0000-4120 10.00 2/29/2024 Pressure Vessel/Broiler MN DEPT OF LABOR AND INDUSTRY 101-1370-4510 10.00 2/29/2024 Pressure Vessel/Broiler 50.00 2/29/2024 MN DEPT OF LABOR AND INDUSTRY 50.00 MN VALLEY ELECTRIC COOP 101-1350-4320 161.45 2/21/2024 Electric Charges 161.45 2/21/2024 MN VALLEY ELECTRIC COOP 101-1350-4320 52.15 2/28/2024 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 171.31 2/28/2024 Electric Charges 223.46 2/28/2024 MN VALLEY ELECTRIC COOP 384.91 MTI DISTRIBUTING INC 101-1550-4120 127.87 2/22/2024 mower parts 127.87 2/22/2024 AP - Check Detail (3/4/2024)Page 13 of 19 83 Last Name Acct 1 Amount Check Date Description MTI DISTRIBUTING INC 101-1550-4120 1,424.80 2/29/2024 mower deck 1,424.80 2/29/2024 MTI DISTRIBUTING INC 1,552.67 NAPA AUTO & TRUCK PARTS 101-1550-4120 172.78 2/22/2024 Parks Filters 172.78 2/22/2024 NAPA AUTO & TRUCK PARTS 101-1320-4140 19.55 2/29/2024 Windshield Washer Pump for 106 NAPA AUTO & TRUCK PARTS 101-1320-4120 57.15 2/29/2024 Hydraulic Filter & Wiper Blade NAPA AUTO & TRUCK PARTS 101-1550-4120 11.95 2/29/2024 Parks Saw NAPA AUTO & TRUCK PARTS 101-1550-4120 35.04 2/29/2024 Glass Cleaner 123.69 2/29/2024 NAPA AUTO & TRUCK PARTS 296.47 NEWMAN SIGNS INC 101-1320-4560 48.91 2/29/2024 street sign 48.91 2/29/2024 NEWMAN SIGNS INC 48.91 NORTHWEST ASPHALT INC 601-6051-4751 186,820.24 2/22/2024 2023 Pavement Rehab 23-01 NORTHWEST ASPHALT INC 701-6051-4751 55,018.71 2/22/2024 2023 Pavement Rehab 23-01 NORTHWEST ASPHALT INC 720-6051-4751 217,318.64 2/22/2024 2023 Pavement Rehab 23-01 NORTHWEST ASPHALT INC 700-6051-4751 78,064.98 2/22/2024 2023 Pavement Rehab 23-01 537,222.57 2/22/2024 NORTHWEST ASPHALT INC 537,222.57 NOVEL SOLAR THREE, LLC 701-0000-4320 1,309.07 2/21/2024 Electric Charges NOVEL SOLAR THREE, LLC 101-1350-4320 63.57 2/21/2024 Electric Charges NOVEL SOLAR THREE, LLC 700-0000-4320 2,624.15 2/21/2024 Electric Charges AP - Check Detail (3/4/2024)Page 14 of 19 84 Last Name Acct 1 Amount Check Date Description 3,996.79 2/21/2024 NOVEL SOLAR THREE, LLC 3,996.79 NYSTROM PUBLISHING COMPANY INC 101-1120-4110 957.52 2/29/2024 Letterhead 957.52 2/29/2024 NYSTROM PUBLISHING COMPANY INC 957.52 On-Site Medical Services Inc 101-1520-4300 200.00 2/22/2024 hearing testing On-Site Medical Services Inc 700-0000-4300 427.50 2/22/2024 hearing test/respirator fit testing On-Site Medical Services Inc 101-1320-4300 200.00 2/22/2024 hearing testing On-Site Medical Services Inc 701-0000-4300 427.50 2/22/2024 hearing test/respirator fit testing 1,255.00 2/22/2024 On-Site Medical Services Inc 1,255.00 Pitney Bowes Inc.101-1120-4260 8,986.95 2/29/2024 Mail machine 8,986.95 2/29/2024 Pitney Bowes Inc. 8,986.95 Potentia MN Solar 101-1190-4320 1,311.70 2/28/2024 Electric Charges Potentia MN Solar 101-1170-4320 1,035.94 2/28/2024 Electric Charges Potentia MN Solar 700-0000-4320 648.60 2/28/2024 Electric Charges 2,996.24 2/28/2024 Potentia MN Solar 2,996.24 PRAIRIE LAWN & GARDEN 101-1320-4120 4.19 2/29/2024 pole saw parts 4.19 2/29/2024 AP - Check Detail (3/4/2024)Page 15 of 19 85 Last Name Acct 1 Amount Check Date Description PRAIRIE LAWN & GARDEN 4.19 Pro-Tec Design, Inc.700-7025-4706 6,483.12 2/22/2024 Well 7 Camera & Card Access Upgrade Pro-Tec Design, Inc.700-7025-4706 7,520.99 2/22/2024 Well 8 Camera & Card Access Upgrade 14,004.11 2/22/2024 Pro-Tec Design, Inc. 14,004.11 Rent N Save Portable Services 101-1550-4400 1,066.00 2/29/2024 portable restroom rental 1,066.00 2/29/2024 Rent N Save Portable Services 1,066.00 ROADKILL ANIMAL CONTROL 101-1320-4300 103.00 2/22/2024 Dead deer removal 103.00 2/22/2024 ROADKILL ANIMAL CONTROL 103.00 Safe-Fast, Inc.101-1320-4240 55.01 2/29/2024 lens cleaning and safety glasses Safe-Fast, Inc.101-1310-4240 101.47 2/29/2024 jacket and hard hat 156.48 2/29/2024 Safe-Fast, Inc. 156.48 SEH 410-4410-4300 45,531.78 2/29/2024 Lake Ann Park Preserve 45,531.78 2/29/2024 SEH 45,531.78 Southwest Rental & Sales 101-1550-4410 1,708.87 2/29/2024 rental chipper Southwest Rental & Sales 101-1320-4410 1,708.88 2/29/2024 rental chipper AP - Check Detail (3/4/2024)Page 16 of 19 86 Last Name Acct 1 Amount Check Date Description 3,417.75 2/29/2024 Southwest Rental & Sales 3,417.75 SRF CONSULTING GROUP INC 601-6058-4303 24,743.79 2/22/2024 #24-05 MMSW Roundabout 24,743.79 2/22/2024 SRF CONSULTING GROUP INC 24,743.79 SUMMIT FIRE PROTECTION 700-7019-4510 799.55 2/22/2024 annual fire extinguisher inspection SUMMIT FIRE PROTECTION 700-7043-4510 539.70 2/22/2024 annual fire extinguisher inspection SUMMIT FIRE PROTECTION 101-1190-4510 156.00 2/22/2024 annual fire extinguisher inspection SUMMIT FIRE PROTECTION 101-1170-4510 589.90 2/22/2024 annual fire extinguisher inspection 2,085.15 2/22/2024 SUMMIT FIRE PROTECTION 2,085.15 Taylor Electric Company, LLC 101-1350-4565 4,080.00 2/22/2024 street light repairs 4,080.00 2/22/2024 Taylor Electric Company, LLC 101-1350-4566 600.00 2/29/2024 traffic signals loops Taylor Electric Company, LLC 101-1350-4565 2,045.00 2/29/2024 removing and installing light pole 2,645.00 2/29/2024 Taylor Electric Company, LLC 6,725.00 TBEI, Inc 101-1320-4140 216.00 2/22/2024 tail gate valves 216.00 2/22/2024 TBEI, Inc 216.00 TITLESMART INC 701-0000-2020 48.91 2/28/2024 Utility Refund Check- 099533-000 6893 Chaparral Ln AP - Check Detail (3/4/2024)Page 17 of 19 87 Last Name Acct 1 Amount Check Date Description TITLESMART INC 720-0000-2020 24.00 2/28/2024 Utility Refund Check- 099533-000 6893 Chaparral Ln TITLESMART INC 700-0000-2020 36.32 2/28/2024 Utility Refund Check- 099533-000 6893 Chaparral Ln 109.23 2/28/2024 TITLESMART INC 109.23 TOWN & COUNTRY FENCE 101-1550-4300 1,955.00 2/29/2024 101 Fence repair 1,955.00 2/29/2024 TOWN & COUNTRY FENCE 1,955.00 True North Controls 701-0000-4551 648.00 2/22/2024 supply for radios 648.00 2/22/2024 True North Controls 648.00 VIKING INDUSTRIAL CENTER 700-0000-4240 111.30 2/29/2024 HiViz sweatshirts-J Johnson VIKING INDUSTRIAL CENTER 701-0000-4240 111.30 2/29/2024 HiViz sweatshirts-J Johnson 222.60 2/29/2024 VIKING INDUSTRIAL CENTER 222.60 Waste Management of Minnesota, Inc 700-0000-4329 16.97 2/22/2024 Garbage service-February 2024 Waste Management of Minnesota, Inc 101-1190-4329 326.02 2/22/2024 Garbage service - February 2024 Waste Management of Minnesota, Inc 101-1312-4329 135.76 2/22/2024 Garbage service-February 2024 Waste Management of Minnesota, Inc 101-1550-4329 658.07 2/22/2024 Garbage service-February 2024 Waste Management of Minnesota, Inc 101-1220-4329 322.75 2/22/2024 Garbage service-February 2024 Waste Management of Minnesota, Inc 101-1170-4329 195.78 2/22/2024 Garbage service-February 2024 Waste Management of Minnesota, Inc 701-0000-4329 16.97 2/22/2024 Garbage service-February 2024 1,672.32 2/22/2024 Waste Management of Minnesota, Inc 1,672.32 AP - Check Detail (3/4/2024)Page 18 of 19 88 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 101-1350-4320 6.20 2/21/2024 Electric Charges 6.20 2/21/2024 XCEL ENERGY INC 101-1600-4320 5.66 2/28/2024 Electric Charges XCEL ENERGY INC 101-1350-4320 7.47 2/28/2024 Electric Charges XCEL ENERGY INC 700-7019-4320 533.99 2/28/2024 Electric Charges XCEL ENERGY INC 700-0000-4320 2,964.95 2/28/2024 Electric Charges XCEL ENERGY INC 101-1350-4320 7.12 2/28/2024 Electric Charges XCEL ENERGY INC 101-1350-4320 437.59 2/28/2024 Electric Charges 3,956.78 2/28/2024 XCEL ENERGY INC 3,962.98 1,624,295.92 AP - Check Detail (3/4/2024)Page 19 of 19 89 City Council Item March 11, 2024 Item Approve 2024 Liquor License Renewals File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the 2024 liquor license renewals as listed on the attached sheet contingent upon receipt of all necessary documentation and satisfactory background investigations of new operating managers." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION Liquor License Renewals Attached is a listing of all of the liquor licenses that are renewed annually by the City Council. This renewal is for the licensing period of May 1, 2024 through April 30, 2025. As of this writing, staff has not received all of the necessary documentation from every license holder; however, this is typical and no license will be issued until all documentation is complete. 90 The Carver County Sheriff’s Department is in the process of completing background investigations on the operating managers of each establishment. This includes criminal history, outstanding warrants, and driving records. If any noteworthy issues are found, the individual license will not be issued and will be brought back to the Council at a future meeting. Staff also reviewed property tax and utility bill records for each applicant and found that all licensees are current. License Updates New licenses in 2024: None Not renewing in 2024: Axel's (Moe's Char House has applied for a liquor license at this location) BUDGET Total liquor license renewal revenue for 2024 is $96,552. RECOMMENDATION Staff recommends that the City Council approve the 2024 liquor license renewals as listed on the attached sheet, contingent upon receipt of all necessary paperwork and a satisfactory background investigation. Following Council approval, the licenses will be forwarded to the Liquor Control Division at the Minnesota Department of Public Safety for final processing. ATTACHMENTS Liquor License Fees 91 2023 LIQUOR LICENSE RENEWAL APPLICATIONS LICENSE #LICENSE TYPE FEE ON-SALE 3.2 MALT LIQUOR LICENSE -None OFF-SALE 3.2 MALT LIQUOR LICENSES 2024-01 Cub Foods, 7900 Market Boulevard $58 2024-02 Kwik-Trip #402, 2201 West 78th Street $58 2024-03 Kwik-Trip #492, 8921 Crossroads Boulevard $58 2024-04 Speedway #4095, 2960 82nd Street $58 ON-SALE INTOXICATING LIQUOR LICENSES (All fees listed include $200 Sunday Sales fee, except High Timbers Lounge) 2024-05 American Legion Post 580, 290 Lake Drive East $9,609 2024-06 Buffalo Wild Wings #88, 550 West 79th Street $9,609 2024-07 Chanhassen Dinner Theatres, 501 West 78th Street $13,104 2024-08 High Timbers Lounge & Meeting Rooms, 591 West 78th Street (no Sunday Sales)$7,862 2024-09 Houlihan s Restaurant & Bar, 530 Pond Promenade $9,609 2024-10 North Coop, 2401 Highway 7 $9,609 2024-11 Rey Azteca, 7874 Market Boulevard $6,115 2024-12 Tequila Butcher, 590 West 79th Street $9,609 2024-13 Life Time, 2901 Corporate Place $13,104 OFF-SALE INTOXICATING LICENSES 2024-14 Lunds & Byerlys Wine & Spirits, 780 West 78th Street $260 2024-15 MGM Wine & Spirits, 7856 Market Boulevard $260 2024-16 Target Store T-0862, 851 West 78th Street $260 2024-17 Top Ten Liquors, 19900 West 78th Street (Hennepin County)$260 2024-18 Total Wine & More, 510 Lake Drive $260 2024-19 The Vintage, 8971 Crossroads Boulevard Suite 160 $260 ON-SALE BEER & WINE LICENSES 2024-20 Bluff Creek Golf Course, 1025 Creekwood Drive $410 2024-21 Board & Brush Creative Studio, 7882 Market Boulevard $410 2024-22 Bonsai Sushi & Korean Cuisine, 420 Pond Promenade $410 2024-23 Davanni's Pizza and Hot Hoagies, 464 Lake Drive, Suite 100 $410 2024-24 Golf Zone, 825 Flying Cloud Drive $410 2024-25 Halla Greens Executive Golf Course & Driving Range, 495 Pioneer Trail $410 2024-26 Kai's Sushi & Grill, 586 West 78th Street $410 2024-27 Life Time Fitness, 2901 Corporate Place $410 2024-28 Med Box Grill, 600 Market Street, Suites 160-170 $410 2024-29 Na s Thai Cafe, 566 West 78th Street $410 2024-30 Soya Sushi & Grill, 530 West 79th Street, Suite 120 $410 2024-31 Thaliwala, 7850 Market Boulevard $410 2024-32 Tono Pizzeria & Cheesesteaks, 190 Lake Drive East $410 OFF-SALE BREWER & ON-SALE BREWER TAPROOM LICENSES 2024-33 Chanhassen Brewing Company, 591 West 78th Street $600 2024-34 Hackamore Brewing Company, 18651 Lake Drive East (pro-rated)$600 TOTAL FEES $96,552 92 City Council Item March 11, 2024 Item Approve Final Plat and Development Contract for 53 Rowhomes located at the Southwest Corner of Powers and Lyman Boulevards File No.23-10 Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Eric Maass, Planning Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the Final Plat and Development Contract for 53 rowhomes located at the southwest corner of Powers and Lyman Boulevards subject to minor modifications to the development contract by the city attorney." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The Avienda Planned Unit Development (PUD) was most recently updated in September of 2022. The master-planned development has received previous approvals for detached townhomes. The proposed rowhomes would be the second residential product to be constructed within the Avienda development. The final plat as submitted is consistent with the previously approved preliminary plat and staff continues to work with the developer on final plan comments. The project has received conditional approval from the Riley Purgatory Bluff Creek Watershed District. BACKGROUND DISCUSSION 93 The applicant is requesting approval of a final plat and development contract in support of the construction of 53 rowhomes which would be in 4-unit and 3-unit buildings. The plan set has been reviewed by city staff and review comments outlined in the attached staff report as well as included as conditions within the proposed development contract. The development contract provided follows the same form as the development contract agreed to between the City of Chanhassen and Level 7 Development for the detached townhome project currently under construction. As a result, staff is not anticipating the need for any revisions to the template; however, has included the language in the proposed motion if the city attorney deems a minor amendment necessary to the development contract that the attorney is empowered to do so. BUDGET RECOMMENDATION Staff recommends approval of the final plat and development contract subject to minor modifications to the development contract by the city attorney. ATTACHMENTS Land Use Application Avienda Rowhomes Final Plat Avienda Rowhomes Final Plat Plan Submittal Avienda Row Home Exterior Renderings Planning, Engineering, Water Resources Staff Report - Final Plat and Development Contract Development Contract 94 95 96 AVIENDA ROWHOMESKNOW ALL PERSONS BY THESE PRESENTS: That Level 7 Development, LLC, a Minnesota limited liability company, owner of the following describedproperty situated in the County of Carver, State of Minnesota, to wit:Outlot D, AVIENDA, Carver County, MinnesotaHas caused the same to be surveyed and platted as AVIENDA ROWHOMES and does hereby dedicate to the public for public use the public ways andthe easements for drainage and utility purposes as shown on this plat.In witness whereof said Level 7 Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this_________ day of _______________________, 20____.LEVEL 7 DEVELOPMENT, LLC_____________________________________________PresidentSTATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, the President of Level 7 Development, LLC, a Minnesota limited liability company, on behalf of the company.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________I Lynn P. Caswell do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the Stateof Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat;that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined inMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown andlabeled on this plat.Dated this _________ day of ___________________, 20____._______________________________________________Lynn P. Caswell, Licensed Land SurveyorMinnesota License Number 13057STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this _________ day of _________________________, 20____ by Lynn P. Caswell.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires _________________________CHANHASSEN, MINNESOTAThis plat of AVIENDA ROWHOMES was approved and accepted by the City Council of Chanhassen, Minnesota at a regular meetingthereof held on this ______ day of ____________________, 20____, and said plat is in compliance with the provisions of MinnesotaStatutes, Section 505.03, Subdivision 2.CITY COUNCIL OF CHANHASSEN, MINNESOTABy:____________________________________________ MayorBy:____________________________________________ ClerkCOUNTY SURVEYOR, CARVER COUNTY, MINNESOTAPursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ______ day of ___________________________,20____.Brian E. Praske, County SurveyorBy: ____________________________________________COUNTY AUDITOR, CARVER COUNTY, MINNESOTAI hereby certify that taxes payable in _____________ and prior years have been paid for land described on this plat.Dated this ______ day of _________________________, 20____.Crystal Campos, County AuditorBy: ____________________________________________COUNTY RECORDER, CARVER COUNTY, MINNESOTAI hereby certify that this plat of AVIENDA ROWHOMES was filed this ______ day of ____________________, 20____, at ______ o'clock___. M. as Document No. __________________________.Kaaren Lewis, County RecorderBy: ____________________________________________97 ΔΔΔΔΔΔΔ ΔΔΔΔΔΔ ΔΔΔ Δ ΔΔNot TangentΔ 86808080 OUTLOT BFound IronLS#21729Found IronBroken CapFound IronBroken CapFound IronBroken CapFound Iron1/2" open60 135 103 91 11365.84SEE SHEET 3 OF 3 SHEETSL=220.99Δ=5°37'20"C.Brg.=N84°11'21"WSEE DETAIL ASEE DETAIL BDrainage and Utility Easement over all of OUTLOT BEast line of OUTLOT D, AVIENDAINSET APondPondEdge ofWaterEdge ofWater198.17Wet LandWet LandNot TangentΔRight of Way width variesL=373.50Δ=1°51'12"L=46.60Δ=2°43'49"SEE DETAIL CL=94.66Δ=0°28'11"S 5 1 ° 0 6 ' 5 4 "W 1 6 3 . 5 2 N00°21'54"E 815.2998.22N54°42'23"WL=72.09R=75.00Δ=55°04'16"LYMAN BOULEVARD (C.S.A.H. NO. 18)ΔL=220.99Δ=5°37'20"C.Brg.=N84°11'21"WL=9.63Δ=0°14'42"C.Brg.=N87°07'22"WΔOUTLOT BINSET AL =7 2 .0 9 R =7 5 .0 0 Δ =5 5 °0 4 '1 6 " 8.20 N00°21'54"ESEE SHEET 3 OF 3 SHEETSΔOUTLOT BΔ S 5 1 ° 0 6 ' 5 4 "W 1 6 3 . 5 2 L =18 .9 6 Δ =1°0 6 '3 7 "LYMANBOULEVARD(C.S.A.H.NO. 18)L =4 6 .6 0 Δ =2 °4 3 '4 9 "OUTLOT BAVIENDA ROWHOMESDenotes 1/2 inch iron pipe monument found andmarked by License No. 24332, unless otherwiseshown.Denotes 1/2 inch by 14 inch iron pipe monumentset, or to be set within one year of platting, andmarked by License No. 13057Bearings shown are based upon the east line ofOUTLOT D, AVIENDA which has an assumedbearing of S00°21'54"W.NORTH01002001 INCH = 100 FEETSCALE IN FEETSec. 23, T. 116, R. 23Vicinity MapNo ScaleNW 1/4SW 1/4SE 1/4NE 1/4SITELyman Blvd.U.S. Hwy. No. 212 C.S.A.H. No. 18Powers Blvd.Detail ADetail BRestricted Access per Doc. No. A5034361 INCH =10 FEET1 INCH =10 FEETDetail C1 INCH =10 FEET98 80 80 103S89°38'06"E 198.171234123 41111111111112222222222223333333333334444444441234567891011121314ΔΔΔΔΔOUTLOT ADrainage and Utility Easement over all of OUTLOT AS53°25'52"W130.583.01N89°38'11"W31.67S51°59'55"W57.78S69°44'41"E54.99S06°00'30"W58.15N81°36'53"WS25°51'08"E21.1610.05S06°56'07"W9.16S02°56'09"W7.90S07°27'06"E8.75S04°50'00"E24.14N26°19'35"E89.46N23°05'22"E54.17N78°25'49"E48.34S19°23'42"W3 1 . 7 8 N 5 2 ° 1 8 ' 3 7 " W 15 5 . 0 2 N6 2 ° 4 2 ' 1 2 " W12.93S08°38'02"W10.72S01°25'41"W10.10N01°38'53"W10.66N06°33'13"WC.BR G.N8 4°11'21"WL=220.9 9 R=225 2.00 Δ =5°37'20" N89°38'06"W 116.00S89°38'06"E 116.00 S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S89°38'06"E 107.29S89°38'06"E 116.00 S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 76.40N78°22'11"W 80.00 S11°37'49"W 116.00N78°22'11"W 80.00S11°37'49"W 116.00N11°24'52"E 116.00S78°35'08"E 80.00S11°24'52"W 116.00S78°35'08"E 80.00S78°35'08"E 80.00S78°35'08"E 80.00S78°35'08"E 80.00 S06°32'05"W 90.00N83°27'55"W 80.00S06°32'05"W 90.00S83°27'55"E 80.00 S83°27'55"E 8 0 . 0 0 S83°27'55"E 80.0 0 N88°14'15"W 80.00 N01°45'45"E 116.00S01°45'45"W 116.00S88°14'15"E 80.00 S88°14'15"E 80.00 S88°14'15"E 80.00 S88°14'15"E 80.00 S87°34'45"W 80.00 S02°25'15"E 116.00N87°34'45"E 80.00S02°25'15"E 116.00N05°39'42"W 90.00S84°20'18"W 80.00S05°39'42"E 90.00N84°20'18"E 80.00S80°24'38"W 80.00N84°20'18"E 80.00N84°20'18"E 80.00N09°35'22"W 116.00S09°35'22"E 116.00N80°24'38"E 80.00N80°24'38"E 80.00N80°24'38"E 80.00N80°24'38"E 80.00S10°14'46"W 80.00S79°45'14" E 1 1 6 . 0 0 N10°14'46"E 80.00N79°45'14" W 1 1 6 . 0 0S82°06'56"W 80.00N07°53'04"W 116.00N82°06'56"E 80.00S07°53'04"E 116.00N82°06'56"E 80.00N82°06'56"E 80.00N82°06'56"E 80.00S86°39'33"W 80.00N86°39'33"E 80.00N86°39'33"E 80.00N86°39'33"E 80.00N86°39'33"E 80.00N03°20'27"W 116.00S03°20'27"E 116.00S00°46'53"W 90.00S89°13'07"E 80.00 S89°13'07"E 80.00 S89°13'07"E 80.00 N89°13'07"W 80.00N00°46'53"E 90.00N84°37'54"W 80.00 S84°37'54"E 80.0 0 S84°37'54"E 80.0 0 S84°37'54"E 80.0 0 S84°37'54"E 80.00 S05°22'06"W 116.00N05°22'06"E 116.00S78°22'11"E 80.00S78°22'11"E 80.00S78°22'11"E 80.00 S10°14'46"W 80.00S10°14'46"W 80.00S10°14'46"W 80.00N87°34'45"E 80.00 N87°34'45"E 80.00 N87°34'45"E 80.00 32.0026.0026.0032.0032.0026.0026.0023.2932.00 26.00 26.00 32.00 32.00 26.00 26.00 32.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.00 26.00 26.00 32.00 32.00 26.00 26.00 32.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.004.32S07°56'07"E4.35S02°08'08"E4.32S01°00'45"E4.19S08°54'53"W3.25S02°39'37"W3.36S10°52'47"W3.35S08°38'12"W3.39S12°00'20"E3.29S00°10'26"E10.01N06°24'22"ENot TangentC. BRG. S67°53'28"WL=9.43R=150.00Δ=3°36'01"(concave to the NE)N00°21'54"E 815.2998 . 2 2 N5 4 ° 4 2 ' 2 3 " W L = 7 2 .09R = 7 5 .00Δ = 5 5 °04'16"N00°21'54"E 8.20AVIENDA ROWHOMESDenotes 1/2 inch iron pipe monument found and markedby License No. 24332, unless otherwise shown.Denotes 1/2 inch by 14 inch iron pipe monument set, or tobe set within one year of platting, and marked by LicenseNo. 13057Bearings shown are based upon the east line of Outlot D,AVIENDA which has an assumed bearing of S00°21'54"W.INSET ANORTH040801 INCH = 40 FEETSCALE IN FEET99 CHANHASSEN, MNAVIENDA ROWHOMESCHANHASSEN, MINNESOTANORTHNO SCALEAREA LOCATION MAPSHEETS ISSUED BY DATECOMPOST/BIO LOGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.STEVE SABRASKI, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.JOSH POPEHN, RLALICENSE NUMBER:DATE:4716527 FEBRUARY, 20244480327 FEBRUARY, 2024DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX.ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL.ElevationELEC.ElectricalELEV.ElevationEMER.EmergencyENGR.EngineerENTR.EntranceEQ.EqualEQUIP.EquipmentEQUIV.EquivalentEXIST.ExistingEXP.ExpansionF & IFurnish and InstallF.B.O.Furnished by OthersF.C.Face of CurbF.D.Floor DrainF.D.C.Fire Department ConnectionF.V.Field VerifyFBFull BasementFBWOFull Basement Walk OutFBLOFull Basement Look OutFDN.FoundationFESFlared End SectionFFEFinished Floor ElevationFLR.FloorFT. OR (')FootFUT.FutureG.B.Grade BreakG.C.General ContractorGAL.GallonGALV.GalvanizedGFEGarage Floor ElevationGL.GlassGR.GradeH.HeightH.P.High PointHDPEPHigh Density Polyethylene PipeHGT.HeightHORIZ.HorizontalHVACHeating, Ventilation, Air ConditioningHYDHydrantI.D.Inside Dimension OR IdentificationI.E. or IEInvert ElevationIN. OR (")InchesINFO.InformationINL.Inlet ElevationINSUL.InsulationINV.Invert ElevationJT.JointL.F.Linear FeetL.P.Low Point / Liquid PetroleumLB.PoundLGULocal Government UnitLB.PoundLB.LongitudinalLT.Light / LightingMAINT.MaintenanceMAS.MasonryMATL.MaterialMAX.MaximumMECHMechanicalMED.MediumMFR.ManufacturerMHManholeMIN.Minimum / MinuteMISC.MiscellaneousMNDOTMinnesota Department Of TransportationMOD.Module / ModularMUL.MullionN.NorthN.I.C.Not In ContractNO. OR #NumberNOMNominalNTSNot to ScaleNWENormal Water ElevationNWLNormal Water LevelO.F.On CenterO.G.Outside DimensionO.H.Overhead ElectricOH.OverheadOHWLOrdinary High Water LevelOPNG.OpeningORIG.OriginalP.C.Point of CurvatureP.I.Point of IntersectionPIVPost Indicator ValveP.L. OR P/LProperty LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/WRight of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearEROSION CONTROL BLANKETABBREVIATIONSSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONC21C7.31122SITE BENCHMARK:BM-1: TOP NUT OF HYDRANTLOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.ELEVATION = 921.32BM-2: TOP NUT OF HYDRANTLOCATION: WESTERLY SIDE OF POWERS BLVD. 1960 FT ± SOUTH OF LYMAN BLVD.ELEVATION = 913.82Outlot D, Avienda, Carver County, Minnesota.3LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331TEL 612-812-7020EMAIL mnordland@nordlandpartners.comCONTACT: MARK NORDLANDDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETPRELIMINARY PLATEXISTING CONDITIONSDEMOLITIONSITE PLANTYPICAL STREET SECTIONSSTREET ALIGNMENTS AND PROFILESOVERALL GRADING, DRAINAGE, PAVING& EROSION CONTROLNORTH GRADING, DRAINAGE, PAVING& EROSION CONTROLSOUTH GRADING, DRAINAGE, PAVING& EROSION CONTROLEAST GRADING, DRAINAGE, PAVING& EROSION CONTROLSWPPPPOND CROSS-SECTIONSTREE TRENCH CROSS-SECTIONSUTILITIES - OVERALLUTILITIES - NORTH STORM SEWERUTILITIES - SOUTH STORM SEWERUTILITIES - NORTH SANITARY SEWER& WATERUTILITIES - SOUTH SANITARY SEWER& WATERSTORM PROFILESSTORM PROFILESSTORM PROFILESSANITARY & WATER PROFILESSANITARY & WATER PROFILESSANITARY & WATER PROFILESCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSOVERALL LANDSCAPE PLANENLARGED LANDSCAPE PLAN NORTHENLARGED LANDSCAPE PLAN SOUTHENLARGED FOUNDATION PLANENLARGED FEATURE PLANSPHOTOMETRICSLANDSCAPE DETAILSLANDSCAPE DETAILSCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERC0.1C0.2C1.1C1.2C2.1C2.2C2.3C3.1C3.2C3.3C3.3AC3.4C3.5C3.5AC4.0C4.1C4.2C4.3C4.4C5.1C5.2C5.3C6.1C6.2C6.3C7.1C7.2C7.3C7.4C7.5L2.1L2.2L2.3L2.4L2.5L4.1L7.1L7.2LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: STEVE SABRASKIPROJECT CONTACTSCIVIL ENGINEERLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: LARRY HUHNSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECT04.21.23 05.05.23XXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX05.24.23 11.21.23 12.26.23 01.10.24 01.26.24 02.27.24UNDERGROUND FIBER OPTICFOMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY / OVERHANGBIT. EDGEFESCATCH BASINMANHOLESYMBOLSLANDSCAPINGGRAVELFLAG POLE>>>POWERPOLEGUARD POSTGAS METERTREESTRAFFIC SIGNWATER MAINSANITARY SEWER LINESTORM SEWER LINEOVERHEAD ELECTRICMAJOR CONTOURSPOT ELEVATIONCONCRETE BUILDINGCANOPY / OVERHANG12012"STS8"SANFENCINGCONCRETE CURBRETAINING WALL OESTORM MANHOLEWATER VALVEFIRE HYDRANTFLARED END SECTIONCATCH BASIN6"WTRXXHEIGHT, TYPE1NOTE NUMBERGUY WIREIRON MONUMENT FOUNDWATER SHUT-OFF VALVEllMEASURED DISTANCEDISTANCE PER RECORDED PLATUNDERGROUND TELEPHONEUTUNDERGROUND ELECTRICUEGAS LINEGPAVING BLOCKPAVING BLOCKSET 1/2" X 14" IRON PIPETRANSFORMERTREE LINEMAILBOXSURVEY DISK (BENCHMARK)WSOBITUMINOUSSOIL BORING123.45%1.00234.5LIGHT POLEMINOR CONTOUR123MINOR CONTOUR123GMSTSSSANITARY MANHOLETNHMBB#SITELYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAILAUDUBON RD GREAT PLAINS BLVDHAZELTINE LAKELAKE RILEY1011011011414212212212LAKE SUSAN1817BLUFF CREEK BLVD CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXTEL:FAX:CITY PLANNERCITY OF CHANHASSEN7700 MARKET BLVD. P.O. BOX 147CHANHASSEN, MN 55317ERIC MAASSmmaass@ci.chanhassen.mn.us952-227-1139952-227-1110TEL:FAX:BUILDING OFFICIALCITY OF CHANHASSEN7700 MARKET BLVD.P.O. BOX 147CHANHASSEN, MN 55317ERIC TESSMANetessman@ci.chanhassen.mn.us952-227-1180952-227-1190TEL:FAX:ELECTRICXCEL ENERGY404 NICOLLET MALLMINNEAPOLIS, MN 55401612-330-5500TEL:FAX:TELEPHONECENTURYLINK200 S 5TH ST.MINNEAPOLIS, MN 55402866-642-0444TEL:FAX:GASCENTERPOINT ENERGY 700 LINDEN AVE W.MINNEAPOLIS, MN 55403NewConstructionServices@CenterPointEnergy.com800-342-4166TEL:FAX:CITY ENGINEERCITY OF CHANHASSEN7700 MARKET BLVD.P.O. BOX 147CHANHASSEN, MN 55317CHARLES HOWLEYchowley@ci.chanhassen.mn.us952-227-1160952-227-1170SITE / UTILITY CONTACTSTEL:FAX:CITY INSPECTORKIMLEY-HORN767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114BOB SCHMIDTbob.schmidt@kimley-horn.com651-643-041307.24.23X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXC001SCD004CIVIL & LANDSCAPETITLESHEETC0.1XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX100 BLUFF CREEK OVERLAY DISTRICTSECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICTPRIMARY BOUNDARYX XXXXXXXXXXXXXHHHIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307ABNCDMLEKFJGIHOUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314COCOCABXCABXWETLAND 6WETLAND 3WETLAND 4WETLAND 1032.026.026.032.032.026.026.032.032.026.026.032.032.026.026.032.032.026.032.032.026.032.032.0 26.0 26.0 32.032.026.026.032.0 32.0 26.0 26.0 32.032.026.026.032.032.032.026.026.026.026.032.032.032.032.026.026.032.032.026.026.032.0 26.0 32.032.026.032.0 32.026.026.032.032.0 26.0 26.0 32.032.0 26.0 32.032.026.032.0 32.032.0 26.0 26.0 32.032.026.026.032.026.026.032.0 32.0 26.0 26.0 32.0 32.026.026.032.032.026.026.032.032.026.026.032.032.026.026.023.380.080.076.480.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 9.4380.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.080.0 58.365.6 61.143.926.136.782.12.310 7 . 282.210.6 67.628.4264.0211.0261.8419.450.436.620.319.1194.612.095.4317.2234.41 7 4.0 8.8 89.445.424.245.836.9243.742.5709.3514.1 123.0463.8177.4290.84 9 . 7221.09.68.2 815.372.198.2Parcel Table1/12/13/14/11/22/23/24/21/32/33/34/32,5452,5602,5602,0802,0802,5602,0802,0802,5602,0802,0802,080Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table1/42/43/44/41/52/53/51/62/63/64/61/72,5602,5602,0802,0802,5602,5602,0802,0802,5602,5602,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/73/74/71/82/83/84/81/92/93/94/91/102,0802,5602,0802,0802,5602,5602,0802,5602,5602,0802,0802,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table2/103/101/112/113/114/111/122/123/124/121/132/132,0802,0802,0802,5602,5602,0802,5602,5602,0802,0802,5602,560Total Area(S.F.)Lot/BlockD&U Area(S.F.)000000000000Parcel Table3/131/142/143/144/14OUTLOT AOUTLOT B2,5602,5602,0802,0802,560222,1051,537,196Total Area(S.F.)Lot/BlockD&U Area(S.F.)00000222,1051,537,196CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH0120240THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot D, Avienda, Carver County, MinnesotaLOT AREA TABLEC002SCD004PRELIMINARY PLATC0.2I hereby certify that this survey, plan, or report was prepared byme or under my direct supervision and that I am a duly LicensedLand Surveyor under the laws of the state of Minnesota.Signature shown is a digital reproduction of original. Wet signedcopy of this plan on file at Landform Professional Services, LLCoffice and is available upon request.License No. 24332Date: 01/25/2024Larry Huhn101 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PL=316.45R=240.00ΔΔ=87°00'29"R=54.00L=82.00 L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "L=277.76 R=1390.00 Δ=11°26'58"Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00Δ=49°26'03"R=52.00L=44.86MILLS LANE NW0+007+80.79 1234567891011321BLOCK 5BLOCK 2100-YR HWL = 914.38BTM = 912.53SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S T S > > STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PSTMHRE = 921.24INV = 907.89 (12" RCP-NW)INV = 907.82 (12" RCP-E)STMHRE = 917.60INV = 909.70 (12" RCP-W)INV = 912.03 (12" RCP-SE)FESINV = 912.67STMHRE = 916.54INV = 908.11 (30" RCP-SW)INV = 908.18 (30" RCP-NE)STMHRE = 915.82INV = 907.79 (30" RCP-SW)INV = 907.94 (30" RCP-E)SUMP = 904.77FESINV = 907.98STS>>STMHRE = 916.58INV = 905.72 (8" PVC-N)INV = 908.87 (12" RCP-NE)INV = 905.08 (15" RCP-S)STS>>SSMHINV = 908.36 (8" PVC-N)INV = 908.35 (8" PVC-SW)SSMHINV = 910.16 (8" PVC-N)INV = 910.21 (8" PVC-E)INV = 910.13 (8" PVC-S)SSMHINV = 895.76 (8" PVC-E)INV = 896.53 (8" PVC-NE)INV = 895.80 (8" PVC-SW)SSMHINV = 911.88 (8" PVC-E)INV = 911.88 (8" PVC-S)SSMHINV = 901.71 (8" PVC-NE)INV = 901.62 (8" PVC-NW)SSMHINV = 900.72 (8" PVC-SE)INV = 900.70 (8" PVC-W)SSMHINV = 896.35 (10" PVC-E)INV = 896.31 (10" PVC-W)SSMHINV = 895.76 (10" PVC-E)INV = 896.53 (8" PVC-NE)SSMHINV = 894.98 (12" PVC-E)INV = 894.90 (12" PVC-W)SSMHINV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)STMHRE = 923.43INV = 907.97 (18" RCP-NE)INV = 915.41 (18" ORIFICE-W)CBRE = 919.40INV = 911.93 (24" RCP-S)INV = 915.84 (15" RCP-W)INV = 908.55 (30" RCP-NE)CBRE = 921.99INV = 916.42 (15" RCP-NW)INV = 916.32 (15" RCP-E)CBRE = 921.67INV = 917.13 (15" RCP-W)INV = 916.52 (15" RCP-SE)CBRE = 921.46INV = 917.43 (15" RCP-E)CBRE = 921.19CBRE = 921.47INV = 913.27 (15" RCP-S)CBRE = 919.66CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 921.52INV = 916.92 (15" RCP-S)INV = 916.91 (15" RCP-N)CBRE = 920.15INV = 915.70 (15" RCP-S)INV = 915.73 (15" RCP-W)INV = 915.63 (18" RCP-N)CBRE = 920.81INV = 916.31 (15" RCP-S)INV = 916.26 (15" RCP-N)CBRE = 919.61INV = 915.39 (18" RCP-S)INV = 915.39 (18" RCP-NE)CBRE = 919.40INV = 915.11 (18" RCP-SW)INV = 915.18 (15" RCP-NW)INV = 915.10 (21"-NE)CBRE = 919.46INV = 915.00 (21" RCP-SW)INV = 914.98 (21" RCP-NE)CBRE = 920.09INV = 916.07(15" RCP-S)INV = 916.04 (15" RCP-E)CBRE = 920.13INV = 916.17(15" RCP-N)INV = 916.53 (15" RCP-SE)CBRE = 919.41INV = 915.72 (15" RCP-NE)CBRE = 922.05INV = 917.42 (15" RCP-W)INV = 917.42 (15" RCP-N)CBRE = 921.99INV = 917.53 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)100-RY HWL = 916.67BTM = 908.00BASIN 47P100-YR HWL = 919.63BTM = 912.63STS>>921922 920 92292292 3 92 2 92192192091991791691591491392592091 9920919918917916 915 914913912910 909908914916918919 924 923 922 9229 2 4 920922922921920 91991891692 6 927925923 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024Background information shown is from survey by Landform, Minneapolis, MN, on May 5th, 2016, March 22nd, 2022, and May 23rd,2023, expressly for this project proposed design plans for Avienda and Avienda Townhomes; City of Chanhassen, MN recorddrawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existingproject conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reportedto the Engineer IMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by BraunIntertec, Minneapolis, MN on April 12, 2017.Site is still under construction. Portions of the storm and sanitary sewer were not completed at the time of this survey.1.2.3.EXISTING CONDITIONSNORTH050100C101SCD004EXISTING CONDITIONSC1.1102 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW0+007+80.79 100-YR HWL = 914.38BTM = 912.53SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S T S > > STS>>STSSTS>>STS>>STS>>STS>>SAN>SAN>SANSAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-9B-13B-14B-17B-27B-30B-31UNDERGROUNDBASIN 25PSTMHRE = 921.24INV = 907.89 (12" RCP-NW)INV = 907.82 (12" RCP-E)STMHRE = 917.60INV = 909.70 (12" RCP-W)INV = 912.03 (12" RCP-SE)FESINV = 912.67STMHRE = 916.54INV = 908.11 (30" RCP-SW)INV = 908.18 (30" RCP-NE)STMHRE = 915.82INV = 907.79 (30" RCP-SW)INV = 907.94 (30" RCP-E)SUMP = 904.77FESINV = 907.98STS>>STMHRE = 916.58INV = 905.72 (8" PVC-N)INV = 908.87 (12" RCP-NE)INV = 905.08 (15" RCP-S)STS>>SSMHINV = 908.36 (8" PVC-N)INV = 908.35 (8" PVC-SW)SSMHINV = 910.16 (8" PVC-N)INV = 910.21 (8" PVC-E)INV = 910.13 (8" PVC-S)SSMHINV = 895.76 (8" PVC-E)INV = 896.53 (8" PVC-NE)INV = 895.80 (8" PVC-SW)SSMHINV = 911.88 (8" PVC-E)INV = 911.88 (8" PVC-S)SSMHINV = 901.71 (8" PVC-NE)INV = 901.62 (8" PVC-NW)SSMHINV = 900.72 (8" PVC-SE)INV = 900.70 (8" PVC-W)SSMHINV = 896.35 (10" PVC-E)INV = 896.31 (10" PVC-W)SSMHINV = 895.76 (10" PVC-E)INV = 896.53 (8" PVC-NE)SSMHINV = 894.98 (12" PVC-E)INV = 894.90 (12" PVC-W)SSMHINV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)STMHRE = 923.43INV = 907.97 (18" RCP-NE)INV = 915.41 (18" ORIFICE-W)CBRE = 919.40INV = 911.93 (24" RCP-S)INV = 915.84 (15" RCP-W)INV = 908.55 (30" RCP-NE)CBRE = 921.99INV = 916.42 (15" RCP-NW)INV = 916.32 (15" RCP-E)CBRE = 921.67INV = 917.13 (15" RCP-W)INV = 916.52 (15" RCP-SE)CBRE = 921.46INV = 917.43 (15" RCP-E)CBRE = 921.19CBRE = 921.47INV = 913.27 (15" RCP-S)CBRE = 919.66CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 921.52INV = 916.92 (15" RCP-S)INV = 916.91 (15" RCP-N)CBRE = 920.15INV = 915.70 (15" RCP-S)INV = 915.73 (15" RCP-W)INV = 915.63 (18" RCP-N)CBRE = 920.81INV = 916.31 (15" RCP-S)INV = 916.26 (15" RCP-N)CBRE = 919.61INV = 915.39 (18" RCP-S)INV = 915.39 (18" RCP-NE)CBRE = 919.40INV = 915.11 (18" RCP-SW)INV = 915.18 (15" RCP-NW)INV = 915.10 (21"-NE)CBRE = 919.46INV = 915.00 (21" RCP-SW)INV = 914.98 (21" RCP-NE)CBRE = 920.09INV = 916.07(15" RCP-S)INV = 916.04 (15" RCP-E)CBRE = 920.13INV = 916.17(15" RCP-N)INV = 916.53 (15" RCP-SE)CBRE = 919.41INV = 915.72 (15" RCP-NE)CBRE = 922.05INV = 917.42 (15" RCP-W)INV = 917.42 (15" RCP-N)CBRE = 921.99INV = 917.53 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)100-RY HWL = 916.67BTM = 908.00BASIN 47P100-YR HWL = 919.63BTM = 912.63STS>>921922 920 92292292 3 92 2 92192192091991791691591491392592091 9920919918917916 915 914913912910 909908914916918919 924 923 922 9229 2 4 920922922921920 91991891692 6 927925923XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1212XXXXX X X X X X X X X X X X X X X X X X X X XXXXXX12XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX7107117XX XXX X X X XXX 12167XXXXXXXXXXXX7XXXXX18XXXXXXXXXXXXXXXXXXXXX82021 71017197101077716SANITARYMANHOLE10SANITARYMANHOLECATCHBASINUNDERGROUNDBASINCATCHBASINCATCHBASINCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH050100:Curb Removal:Structure and / or Pavement Removal:Construction Limits:Soil BoringB-XObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheets C3.1-C3.3 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Reserved.Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.Salvage existing storm sewer pipe and structure. Refer to Utility Plan for proposed locaitons.Reserved.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Remove watermain and install reducer, valve, and hydrant as shown on C4.1.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls,screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unlessnoted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless notedotherwise.Relocate storm sewer structures as shown on sheet C4.1.Plug watermain at tee.Fill sanitary sewer pipe with sand and bulk head in existing manhole.Sawcut, remove, and replace pavement and curb in kind necessary for water removal.Remove and salvage existing sign. Refer to Sheet C2.1 for proposed location.Remove and salvage existing lightpole. Refer to Sheet C2.1 for proposed location.2.3.4.5.6.9.13.14.15.GENERAL NOTESLEGENDDEMOLITION AND CLEARING NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Utility Line RemovalXXXXXXXXXXXXXXXXXXX7.10.11.12.:Pavement Sawcut16.17.18.8.19.20.21.C102SCD004DEMOLITIONC1.2103 WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 28PMILLS LANE NW1234567891011321BLOCK 5BLOCK 2UNDERGROUNDBASIN 25PBASIN 47PAVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58ABNCDMLEKFJGIHBASIN 28PAVIENDA COURT (PRIVATE)OUTLOT BOUTLOT AOUTLOT AOUTLOT A123412341111111111112222222222223333333333334444444441234567891011121314AVIENDA WAY (PRIVATE)POND 13PNW TREETRENCHSW TREETRENCHB-B B-BB- B B-B4466(TYP.)(TYP.)(TYP.)(TYP.)28'28'9'9'9'9'18'18' 18' 18'R11.46'R11.46'R38.54'R13.46' R76.5 4 'R11.46'R32.54'R11.46'R 5 1 . 4 6 'R1045.54'R1020.46'R1470.54'R1445.46'R11.46'R41.46' R 5 8 . 5 4 ' R38.54'R1623.54'R1602.46'R1198.54'R41 .4 6 'R1177.46'R32.54'630' R11.46 'R32.54'"STOP" SIGNMNMUTCD R1-1WITH "BLUFF CREEK BLVD." & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTS"NO PARKING" SIGNTYPE DREFER TO DETAIL 1"NO PARKING" SIGN'TYPE DREFER TO DETAIL 1"NO PARKING" SIGNTYPE DREFER TO DETAIL 1"NO PARKING" SIGNTYPE DREFER TO DETAIL 1"NO PARKING" SIGNTYPE DREFER TO DETAIL 1R17.46'B-BB-BR3'R3'R3'R3'R3 ' B - B B-BB-BB-BB-BB-B5'5'R76.54'R35'R3'R3'4'(TYP.)(TYP.)4'"NO PARKING" SIGNTYPE DREFER TO DETAIL 1"STOP" SIGNMNMUTCD R1-1WITH "AVIENDA LANE." & "AVIENDA WAY"STREET SIGNS PER CITY OF CHANHASSENREQUIREMENTS5'5'8"STOP" SIGNMNMUTCD R1-1WITH "AVIENDA LANE." &"AVIENDA WAY" STREET SIGNSPER CITY OF CHANHASSENREQUIREMENTS"NO PARKING" SIGNTYPE DREFER TO DETAIL 1"NO PARKING" SIGNTYPE DREFER TO DETAIL 1"NO PARKING" SIGNTYPE DREFER TO DETAIL 1R3'7B-B24'24'5'"STOP" SIGNMNMUTCD R1-1WITH "AVIENDA PARKWAY" & "AVIENDALANE" STREET SIGNS PER CITY OFCHANHASSEN REQUIREMENTSCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH05010020236ea.ea.Standard Stalls Provided Parking:Total Parking Stalls Provided(9x18)The Property is Zoned PUD - Regional LifestyleBuilding Setback Information is as follows:Front Yard = 5 ft.Rear = 5 ft.Residential = 30 ft.PUD Exterior = 30 ft.Parking Setback Information is as follows:Front Yard = 10 ft.Rear = 10 ft.Side = 10 ft.Residential = 20 ft.ImperviousPerviousTotal345,769190,278155,491s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:345,7690345,769s.f.s.f.s.f.7.944.373.577.940.007.94Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe.Proposed monument sign. To be permitted separately.Reinstall salvaged sign.Reinstall salvaged light pole.2.3.4.5.GENERAL NOTESPARKING SUMMARYAREA SUMMARYZONING AND SETBACK SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%55.0%45.0%100.0%0.00%100.0%ac.ac.ac.ac.ac.ac.LEGENDGreen Space (Landscape Area)6.Garage Spaces Driveway Spaces108ea.108ea.7.8.C201SCD004SITE PLANC2.1NO SCALE"NO PARKING" SIGNCITY OF CHANHASSEN1104 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024℄ PRIVATEDRIVE14'TO BACK14'TO BACK2 %2 %2" MNDOT 2360 SPWEA340CTACK COAT - 23572" MNDOT 2360 SPNWB330C12" CLASS 5 AGGREGATE BASE24" MNDOT 3149.2B SELECT GRANULAR BORROWNO SCALEAVIENDA LANE TYPICAL SECTION2NO SCALENOT USED1℄ PRIVATEDRIVE12'TO BACK12'TO BACK2 %2 %2" MNDOT 2360 SPWEA340CTACK COAT - 23572" MNDOT 2360 SPNWB330C12" CLASS 5 AGGREGATE BASE24" MNDOT 3149.2B SELECT GRANULAR BORROWNO SCALEAVIENDA WAY TYPICAL SECTIONFROM STA. 20+00 TO 27 + 63.44410"1.5:14" PVC DRAIN TILEPER DETAIL 8/C7.110"1.5:14" PVC DRAIN TILEPER DETAIL 8/C7.1C202SCD004TYPICAL STREETSECTIONSC2.2℄ PRIVATEDRIVE12'TO BACK12'TO BACK2 %2 %2" MNDOT 2360 SPWEA340CTACK COAT - 23572" MNDOT 2360 SPNWB330C12" CLASS 5 AGGREGATE BASE24" MNDOT 3149.2B SELECT GRANULAR BORROWNO SCALEAVIENDA COURT TYPICAL SECTION10"1.5:14" PVC DRAIN TILEPER DETAIL 8/C7.13105 900905910915920925930900905910915920925930-0+25920.00+00920.3 919.95 920.7 920.610+50921.0 921.27 921.3 921.931+00921.6 922.51 921.8 922.911+50922.0 923.13 922.0 923.302+00922.0 923.47 922.0 923.562+50922.0 923.24 922.0 922.703+00922.0 922.17 922.0 921.803+50922.0 921.78 922.0 921.944+00922.0 922.09 922.0 922.254+50922.0 922.40 922.0 922.555+00922.0 922.71 922.0 922.865+50922.0 923.02 922.0 923.176+00922.0 923.32 922.0 923.476+50921.6 923.54 921.4 923.477+00921.5 923.36 921.1 923.267+50920.5 923.15 919.8 923.048+00919.2 922.94 918.5 922.838+50917.9 922.72 917.4 922.529+00916.9 922.14 916.4 921.679+50916.0 921.20 911.9 920.7310+00908.0 920.26 908.0 919.7810+50908.0 919.31 913.0 918.8411+00916.8 918.37 916.5 917.9011+50917.5 917.012+0012+5012+75LP STA: 3+63.85LP ELEV: 921.75PVI STA:3+50.00PVI ELEV:921.63K:18.10AD: 2.76%LVC:50.00BVCS: 3+25.00 BVCE: 922.17 EVCS: 3+75.00 EVCE: 921.78 HP STA: 1+68.31HP ELEV: 923.08PVI STA:1+35.00PVI ELEV:922.86K:34.01AD: -1.96%LVC:66.63BVCS: 1+01.69 BVCE: 921.98 EVCS: 1+68.31 EVCE: 923.08 HP STA: 6+74.49HP ELEV: 923.54PVI STA:6+70.00PVI ELEV:923.60K:47.91AD: -1.04%LVC:50.00BVCS: 6+45.00 BVCE: 923.45 EVCS: 6+95.00 EVCE: 923.49 HP STA: 2+44.60HP ELEV: 923.57PVI STA:2+55.00PVI ELEV:923.67K:14.16AD: -2.82%LVC:40.00BVCS: 2+35.00 BVCE: 923.53 EVCS: 2+75.00 EVCE: 923.24 HP STA: 8+75.00HP ELEV: 922.72PVI STA:9+00.00PVI ELEV:922.62K:34.27AD: -1.46%LVC:50.00BVCS: 8+75.00 BVCE: 922.72 EVCS: 9+25.00 EVCE: 922.14 GRADE BREAK STA = 0+15.56 ELEV =919.71 GRADE BREAK STA = 11+62.27 ELEV =917.670.68%-2.15%0.62%-0.43%-1.89%2.64%6.00:16.00:190591091592092593093590591091592092593093519+75921.9 922.9420+00922.0 923.08 922.0 923.2120+50922.0 923.35 922.0 923.4821+00922.0 923.62 922.0 923.7521+50922.0 923.89 922.0 924.0222+00922.0 924.16 922.0 924.3022+50921.7 924.43 921.3 924.5723+00920.9 924.70 920.4 924.8423+50920.0 924.97 919.7 925.0324+00919.4 924.91 919.1 924.7124+50918.7 924.51 918.5 924.3125+00918.4 924.11 918.3 923.9125+50918.2 923.72 917.9 923.5226+00917.6 923.32 917.4 923.1226+50917.5 922.92 917.3 922.7227+00917.1 922.52 916.8 922.3227+50916.6 922.12 916.5 921.9228+0028+5028+75HP STA: 23+95.25HP ELEV: 925.03PVI STA:24+00.00PVI ELEV:925.11K:37.35AD: -1.34%LVC:50.00BVCS: 23+75.00 BVCE: 924.97 EVCS: 24+25.00 EVCE: 924.91 GRADE BREAK STA = 20+00 ELEV =922.94 GRADE BREAK STA = 28+10.38 ELEV =921.840.54%-0.80%91091592092593091091592092593029+75922.0 922.9030+00922.0 922.98 922.0 923.4230+50922.0 923.86 31+0031+25GRADE BREAK STA = 29+98.65ELEV =922.93GRADE BREAK STA = 30+10.28ELEV =922.70GRADE BREAK STA = 30+11.16ELEV =922.67GRADE BREAK STA = 30+12.62ELEV =922.76GRADE BREAK STA = 30+84.30ELEV =924.02-1.98%-3.43%6.17%1.76%0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0012+15.09 20+0021+0022+0023+0024+0025+0026+0027+0028+0028+10.3830+84.3030+00BLUFF CREEK BLVD.AVIENDA PARKWAYPROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58ABNCDMLEKFJGIHAVIENDA LANE (PRIVATE)A V I E N D A W A Y (P R I V A T E )AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)STREET ALIGNMENTS AND PROFILESC2.3AVIENDA LANE(PRIVATE)AVIENDA WAY(PRIVATE)AVIENDA COURT(PRIVATE)CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH050100C203SCD004STREET ALIGNMENTSAND PROFILESC2.3106 921922 920922922923922921921920919917916915914913 92592091 9920919918917916915914913912910909908914916918919924923922 921922923924 925919918917916915914913912911 910885892927 926925924923922921920919918916915914913917 904904 919 918 917 916 9 1 5914 9139129 1 1 91 0 908904 913922922921920919 926 928929 931 932918916916 915 914 913 912 911 910 9 0 9 909 926927929 930920919925923))WETLAND 3BLUFF CREEK BLVD.AVIENDA PARKWAYBASIN 21PBASIN 28PEAST POND 11.4P EAST CENTRAL BASIN 1P BLUFF CREEK EASTBASIN 48PBASIN 46PBLUFF CREEK OVERLAY DISTRICTSECONDARY BOUNDARYBLUFF CREEK OVERLAY DISTRICTPRIMARY BOUNDARYBLUFF CREEK BLVD.SUNSET TRAILONLYMILLS DRIVEMILLS LANE NWAVIENDA LANE S.12345678910113211234512345678BLOCK 4BLOCK 5BLOCK 2BLOCK 6100-YR HWL = 890.80BTM = 887.17OUTLOT CSTS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>B-3B-2B-1B-4B-5B-6B-7B-8B-9B-10B-12B-11B-13B-14B-15B-16B-17B-18B-19B-25B-26B-27B-28B-29B-30B-31B-32UNDERGROUNDBASIN 25PSTS>>STS>>STS>>LYMAN BLVD.STS>>STS>>BASIN 47PSTS>>STS>>STS>>STS>>100-YR HWL =IIIIIIISIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58ABNCDMLEKFJGIHBASIN 28P100-YR HWL = 914.37BTM = 912.53100-YR HWL = 896.34BTM = 884.50100-YR HWL = 910.74 BTM = 906.43 100-YR HWL = 919.61BTM = 912.63100-YR HWL = 900.07BTM = 897.20100-YR HWL = 907.43 BTM = 904.00SWALE STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>924923923924924920924925925925925925924924923923921920916914924924925924925925 913921920925 91091191 0 908919923924926925925923919918914 919914916918918919920921922913922921922922923923919918915916917919921919917922922923923924924909915STS>>STS>>>>>>>>>>> > > > > > > S W A L E 918921910911 9129139149089099109119129 0 7 921922 918919920>917918917 916914919919918 922917 916 915914GRADEBREAK GRADEBREAKGRADEBREAKPOND 13P100-YR HWL =917.19BTM = 914.00100-YR HWL = 914.88BTM = 904.95NW TREETRENCHSW TREETRENCH922921920 SEE SHEET 3.3SEE SHEET 3.2SEE SHEET 3.3A)) )) )) )) ))))))))CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH0100200T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.32.33.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb/walk. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.Transition from Surmountable Curb and Gutter to B612 Curb and Gutter.Transition from Surmountable Curb and Gutter to Ribbon Curb.Transition from Ribbon Curb to B618 Curb and Gutter.Transition to gutter line.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY88 ea.2 ea.4,062 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket78,635 sf.3.26.25.))))))))))))))))))))):Compost Log155 ft.28.29.30.31.C301SCD004OVERALL GRADING, DRAINAGE,PAVING & EROSION CONTROLC3.1107 921922 920 922922919913922 921922923915 9209193326a26a26a26b333286'286.5'36'286'C3.3A3ENLARGED PLAN33333333AVIENDA PARKWAY5STS >>STS >>STS >>STS >>STS >>>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-14STS>>STS>>STS>>STS>>STS>>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.00GFE = 924.58ABNCDMLSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >> STS >> STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS 924923923924924920924925925925924925925 921 920 92591992491992292192 2 922 923 915 916 917 919 923923 924STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>9 1 8 9 2 1 921 922 21.45BC21.71BC22.77BC22.44BC21.03BC21.19BC21.93BC22.16BC22.39BC22.70BC21.17BC21.66BC23.19BC21.1321.2123.36BC23.42BC24.61BC24.16BC23.33BC22.66BC21.86BC22.89BC22.2622.2620.7120.6920.6221.1624.1322.8922.8623.3523.3923.4223.5023.9923.8523.7823.5523.68BC23.72BC24.00BC24.49BC24.38BC24.10BC22.32BC23.36BC23.0322.5621.5324.46BC24.1324.46BC23.0323.0923.3923.72BC24.2523.8323.0022.3322.65 BW22.65 BW22.49 BW22.49 BW22.26 BW22.26 BW22.02 BW22.02 BW21.85 BW22.00 BW21.63 BW21.63 BW21.46 BW21.46 BW21.22 BW21.22 BW21.07 BW21.04 BW24.60 TW24.60 TW24.60 TW24.60 TW23.95 TW23.95 TW23.95 TW23.95 TW(22.65)(22.63)(22.49)(22.47)(22.26)(22.23)(22.02)(21.99)(21.85)(21.82)(21.63)(21.60)(21.46)(21.43)(21.22)(21.19)(21.05)(21.03)21.89BC21.3922.78BC22.28(21.06)(21.11)(21.47)(21.42)(21.89)(21.93)(22.15)(22.19)(22.44)(22.72)(22.76)(23.07)(23.09)(23.28)(23.33)(22.48)23.35 TW23.35 TW23.35 TW24.35 TW24.35 TW24.35 TW24.35 TW21.11 BW21.47 BW21.47 BW21.93 BW21.93 BW22.19 BW22.19 BW22.48 BW22.48 BW22.76 BW22.76 BW23.09 BW23.09 BW23.33 BW23.33 BW24.10 TW24.10 TW24.10 TW24.10 TW24.80 TW24.80 TW24.80 TW24.80 TW23.30 BW23.30 BW23.43 BW23.43 BW23.55 BW23.55 BW23.80 BW23.80 BW25.50 TW24.23 BW21.75(20.54BC)(20.53)25.0024.3024.9024.2523.7023.63BC21.6321.8322.0622.3723.3023.47BC23.16BC22.8322.85BC22.5325.35 TW25.35 TW23.95 TW21.68 BW20.93 BW24.60 TW25.35 TW24.35 TW21.11 BW23.35 TW23.78 TW21.00 BW20.40 BW24.35 TW23.58 BW23.88 BW24.2023.5225.9025.9823.10 BW23.10 BW22.85 BW22.85 BW22.73 BW22.73 BW22.60 BW22.60 BW22.6923.9023.9023.9823.9824.8524.8524.9324.9324.5824.5024.5824.5025.2825.2025.2825.2022.6825.7825.7025.1025.1825.1825.1023.8124.4524.5324.5324.4524.80 TW22.68 BW25.50 TW23.6422.5422.5524.2724.2423.9822.8622.8624.0524.0524.0523.8523.3023.3023.3023.3022.9924.3024.3024.3024.1823.9023.9023.9024.5024.5025.2525.2524.7024.7024.7022.8924.4524.0322.5523.3921.0820.7620.5121.9920.4020.4021.8019.6019.6022.7022.6722.7623.7020.6020.6020.4521.5221.51918 919 920 922917 916 915 914 GRADEBREAK NW TREETRENCHST S >> 4.8%3.5%2.4% 5.8% 5.3% 4.3 %5.4%4.7%3.4%5.8%4.8%3.7%5.5%4.1%3.7%5.9%5.3%1.0%2.6%0.7%1.8%2.2%4.2%7.0%4.6%4.6% 3.8 %2.9%4.9%4.2%5.7%4.7%4.8%4.3%4.2%6.0% 3.4%2.5%4.0%0.5% 0.6%26bC7.14B612 CURB& GUTTERC7.14B612 CURB& GUTTERC7.14B612 CURB& GUTTER333328C7.12SILTFENCE33C7.12SILTFENCE3C3.3A2ENLARGED PLAN3325286'6'283C3.3A1ENLARGED PLAN26c36'4'3STS >> STS >> STS >>STS>>STS>>ST S>>ST S>>ST S >> ST S >> ST S >> ST S >> ST S >> ST S 1.3 % 5. 8 % 1. 3 %1.6%1.7%1. 5 %20.55BC20.04BC20.45BC20.5320.4319.92BC19.9020.0220.92BC20.4220.22BC19.7220.6220.0820.56(20.64)20.65(20.73)20.2220.3820.3220.93BC20.0320.41BC(20.76)(20.80)(20.71)(20.67)20.26(20.28)20.1620.16BC19.66>>9201.5%2.0%1.5%303.5'303.5'C7.11ROCK CONSTRUCTIONENTRANCE293'4'2992 0 253STS>>STS>>STS>>ST S >> ST S >>7.4%1.7%1. 5 %2.0%0. 8 %7.2%(20.07BC)(19.57)19.92BC20.22BC20.3820.26(20.28)20.2420.1619.63BC20.09BC19.6119.5920.16BC19.66BC19.6419.66(20.26)(20.23)20.1820.15(20.07BC)(19.59)19.6219.64BC19.73BC19.72(20.06BC)(20.06)(20.37)1.5%3.5'25325303'303'2525303'302'3STS>>STS>>STS>>STS>>2.0%0.3%7.5%3.3%1.8%0.9%22.8623.19BC22.89BC22.89BC22.89BC22.89BC22.8722.8723.21BC22.8922.8923.22BC23.3223.4023.3123.3922.8922.8922.8823.21BC22.9023.23BC23.0423.0923.1623.11923 3311'312'312'312'GRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH03060T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.32.33.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb/walk. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.Transition from Surmountable Curb and Gutter to B612 Curb and Gutter.Transition from Surmountable Curb and Gutter to Ribbon Curb.Transition from Ribbon Curb to B618 Curb and Gutter.Transition to gutter line.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY88 ea.2 ea.4,062 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket78,635 sf.3.26.25.))))))))))))))))))))):Compost Log155 ft.28.29.30.31.C301SCD004NORTH GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.210 SCALEENLARGED PLAN10 SCALEENLARGED PLAN10 SCALEENLARGED PLAN321108 92292 2 918917916 915 914 913912 910 909908914916918919 924 923922922921920 91991892592333326a26a26a333286'3333333333BLUFF CREEK BLVD.STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>B-5B-27B-30STS>>BASIN 47PPROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73LEKFJGIHSTS>>STS>>STS>>STS>>STS>>STS>>S T S > >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS925925924 9249 2 3923 921 920 916 914 924 924 925923926925925923 9199 1 8 918 923 923 919 918 921 919 9179229 2 2 924 915 STS >>STS>>STS>>STS>>STS>>STS>>22.21BC17.67BC(17.90BC)19.82 BW22.80 TW20.13 BW20.64 BW21.10 BW22.80 TW(17.40)(17.89)(17.95BC)17.3518.14(17.74)(17.72)19.0421.9522.8023.0725.0323.5322.76BC22.85BC22.79BC22.4321.8818.2022.28BC22.4622.35(19.77)(19.82)23.40BC23.13BC23.40BC23.07(20.09)(20.13)(20.58)(20.64)(21.00)(21.07)24.35 TW22.71 BW22.71 BW23.17 BW23.17 BW23.85 BW23.85 BW24.12 BW24.12 BW24.35 TW24.35 TW24.35 TW24.90 TW24.90 TW24.90 TW24.90 TW24.30 BW24.30 BW24.20 BW24.20 BW24.03 BW24.03 BW23.87 BW23.85 BW23.68 BW23.68 BW23.44 BW23.28 BW23.28 BW25.60 TW25.60 TW23.63 BW23.06 BW22.90 BW22.90 BW25.35 TW25.35 TW(22.67)(22.71)(23.07)(23.17)(23.79)(23.85)(24.09)(24.12)(24.28)(24.30)(24.22)(24.20)(24.06)(24.03)(23.85)(23.83)(23.68)(23.66)(23.44)(23.42)(23.28)(23.26)(23.06)(23.04)(22.90)(22.87)25.50 TW25.50 TW24.23 BW24.23 BW24.25 BW24.25 BW24.50 BW24.50 BW25.25 TW25.25 TW25.25 TW25.25 TW24.25 BW24.25 BW24.00 BW24.00 BW23.88 BW23.88 BW23.75 BW23.75 BW24.25 TW24.25 TW24.25 TW24.25 TW23.25 BW23.25 BW23.00 BW23.00 BW22.88 BW22.88 BW22.75 BW22.75 BW24.4525.7024.6525.1725.6523.13BC22.8022.80 TW19.82 BW20.13 BW20.64 BW22.80 TW25.60 TW25.60 TW25.60 TW24.90 TW24.35 TW22.65 BW22.50 BW22.80 TW21.10 BWEOF22.50 BW21.52 BW22.80 TW20.70 BW19.65 BW23.5323.5323.4523.4524.7824.7024.7024.7825.2525.3325.3325.2522.5224.7324.6524.6524.7324.8225.50 TW25.50 TW25.9825.9025.9025.9825.6525.7325.7325.6526.0026.0826.0826.0025.0324.6624.35 TW24.2025.7025.7823.8024.25 TW25.25 TW24.2318.7818.6918.1318.1223.44 BW22.4322.91BC25.2525.5025.5025.5024.8024.8024.2524.2524.2524.2522.7022.7022.7022.7022.7018.7224.1524.1524.1525.1525.1525.1525.4025.4019.4919.6418.53BC19.37BC22.5022.5022.5022.5022.7023.2618.47BC22.5022.5022.5022.5017.4821.7721.40BC21.08917918917 916 914 919 919918 GRADEBREAKGRADEBREAKPOND 13P100-YR HWL = 917.19BTM = 914.00100-YR HWL = 914.88BTM = 904.95SW TREETRENCH22.5023.294.0%4.4%4.5%4.3%5.9%2.8%3.5%5.6%3.8%5.8%2.7%3.7%5.7%4.5%5.6%4.5%2.3%4.0% 6.2%1.3%6.9%0.8%1.9%0.8%0.4%3.7%3.6%5.1%4.2%2.7%3.4% 3.7%6.3%4.1%4.4%4.9%4.3%4.8%5.0%5.8%4.8%0.5%2.2%922 921920C7.14B612 CURB& GUTTER26b333325C7.11ROCK CONSTRUCTIONENTRANCE333C7.12SILTFENCE3326b3C7.12SILTFENCESEE SHEET 3.326a33253C3.31ENLARGED PLAN28S T S > >>>STS>>STS>>1.7% 3.0%1.0%5.8%1.4%0.6 %STS>>STS>>STS>>22.36BC22.39BC22.29BC21.7921.8922.0322.2722.2422.4622.3522.3822.3322.12BC22.2222.2922.3622.2722.27BC21.92BC22.22BC22.08BC22.0822.1222.48BC22.1521.8821.9021.9321.93BC22.409229 2 2>>STS>>STS>>STS>>21.8122.14BC22.3421.8621.7522.25BC22.28BC21.9522.39BC22.06312'312'312'314'6'33GRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH03060T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.32.33.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb/walk. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.Transition from Surmountable Curb and Gutter to B612 Curb and Gutter.Transition from Surmountable Curb and Gutter to Ribbon Curb.Transition from Ribbon Curb to B618 Curb and Gutter.Transition to gutter line.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY88 ea.2 ea.4,062 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket78,635 sf.3.26.25.))))))))))))))))))))):Compost Log155 ft.28.29.30.31.C301SCD004SOUTH GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.310 SCALEENLARGED PLAN1109 922923922921 921920919917916915914913925920919920919918917916915914913912910909908 922924 922921920919918916915914913917 904904 919 9189179169 1 5914 9139129 1 1 91 0 908904 913919918916916 915 914 913 912 911 910 9 0 9 909 926927C7.12SILTFENCE))BLUFF CREEK BLVD.BASIN 28PEAST POND 11.4P EAST CENTRAL BASIN 1P ONLYSTS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>B-6B-7B-9B-10B-16B-17B-27B-28B-29B-31B-32STS>>STS>>BASIN 47PIIIIIIIPROPOSED BUILDINGFFE = 925.35GFE = 924.93BBASIN 28P100-YR HWL = 914.37BTM = 912.53100-YR HWL = 910.74 BTM = 906.43 100-YR HWL = 907.43 BTM = 904.00SWALE>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>924924923921920916914 913921920910 91191 0 9 0 8 919919918 914919914916918918919920921922913922922923923919918915916917919921919917922923923924909915STS>>33.3%33.3%33.3%31.0%31.9%31.9%33.3%32.1%27.1%0.2%10.6%33.3%>>>>>>>>>>>> > > > > > > S W A L E 918 921 0.2%0.2 % 0. 2 %9109119129139149089099109119129 0 7 921922 918919920>>917918917 916914919919918 922917 916 91591417.51(17.44)08.4017.7921.3623.5722.8522.6223.0307.7122.1711.2519.20 EOF21.8223.2923.7418.4907.4807.2707.0406.81(06.43)15.7815.24(23.52)18.05GRADEBREAKBREAKPOND 13P100-YR HWL = 917.19BTM = 914.00100-YR HWL = 914.88BTM = 904.95922921920 C7.35COMPOSTLOG(TYP.)C7.12SILTFENCE))))))RAISE SPLIT GRATE TO 906.60: LOW SIDE907.60: HIGH SIDEADD 13" VERTICAL ORIFICE AT INV. = 904.00)) ))))))))GRADING, DRAINAGE& EROSION CONTROLC3.1CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH080160T/W XXX.XX :Top of WallB/W XXX.XX :Bottom of WallContact utility service providers for field location of services 72 hours prior to beginning grading.Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material andgroundwater conditions.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior Owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Rough grade Building Pad to 11.5 Inches below Finished Floor Elevation (FFE).Refer to Structural Specifications for earthwork requirements for building pads.An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Coordinate with Architectural for building stoop and driveway apron locations. Slopes shown on adjacent walks and pavementsshould continue over stoops and aprons.12.13.14.15.16.17.18.19.20.21.Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areascontributing runoff are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.4 for additional requirements.Remove sediment from ponds periodically and after areas contributing runoff are permanently stabilized.Contractor shall prevent sediment laden water from entering the stormwater system until the site is completely stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days.Seed, Sod, Mulch, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified. All seeded areasmust be disc-mulched.ItemSpecification NumberEstimated QuantitiesSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31MN Type 25-151 @ 120 lb./ac. - Permanent TurfMulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac., Disc Anchored)Erosion Control BlanketMNDOT 3885(MNDOT Type 3N)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape Sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.2.4.5.6.7.8.9.10.11.Retaining wall material to be selected by home builder. Material to be approved by the City.Retaining wall permits to be obtained by the wall builder prior to construction.32.33.Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.Meet and Match existing curb/walk. Transition as needed.Paving Sectionsa. Bituminous PavingRefer to Detail C7.1/8b. Concrete WalkwaysRefer to Detail C7.1/9c. Concrete Drives, Aprons, and Exterior SlabsRefer to Detail C7.1/7Adjust all structure rims to match pavement elevations.Transition from Surmountable Curb and Gutter to B612 Curb and Gutter.Transition from Surmountable Curb and Gutter to Ribbon Curb.Transition from Ribbon Curb to B618 Curb and Gutter.Transition to gutter line.23.24.27.GRADING NOTESPAVING NOTESGENERAL NOTESRETAINING WALL NOTESLEGEND:Inlet Protection:Tip Out Curb:Silt Fence:Pavement Sawcut:Construction Limits:Vehicle Tracking PadESTIMATED QUANTITY88 ea.2 ea.4,062 ft.SYMBOLDESCRIPTIONEROSION PREVENTION AND SEDIMENT CONTROL NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.:Erosion Control Blanket78,635 sf.3.26.25.))))))))))))))))))))):Compost Log155 ft.28.29.30.31.C301SCD004EAST GRADING, DRAINAGE, PAVING & EROSION CONTROLC3.3A110 STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand general requirements of the construction contract.The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may washdownstream or contaminate stormwater.Building products that have the potential to leach pollutants must be under cover.Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fuelingand maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof concrete and other washout wastes.External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, etc.) shall be protected with construction or silt fence before work begins.Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator must not disturb more land than can be effectively inspected and maintained.Sediment control practices shall 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 in accordance with the Permit.The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge into any surface water.Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days afterconnecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 7 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.Provide Energy Dissipation at all Pipe Outlets within 24 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.Refer to Permit requirements for temporary or permanent sediment basins.Establish Stabilized Construction ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.RPBCWD Standard Notesa.Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatestextent possible. Topsoil must contain at least 5% organic matter per RPBCWD's definition.b.Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopesof 3:1 (H:V) or steeper to provide adequate stabilization.c.Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread andincorporated into the underlying soil during final site treatment wherever topsoil has been removed.d.Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary wastemust be properly managed.e.All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation isestablished sufficiently to ensure stability of the site, as determined by the District.f.All temporary erosion and sediment control BMPs must be removed upon final stabilization.g.Soil surfaces compacted during construction and remaining pervious upon completion of construction must bedecompacted to achieve a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inchin the upper 12 inches of the soil profile while taking care to protect utilities, tree roots, and other existing vegetation.h.All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanentlyceased on a property that drains to an impaired water, within 14 days elsewhere.i.The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sedimentcontrol facilities and soil stabilization measures every day work is performed on the site and at least weekly untilland-disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly untilvegetative cover is established. The permittee will maintain a log of activities under this section for inspection by theDistrict on request.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and infiltration areas.Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.Inspection Records content shall include:A.Date and time of inspections;B.Name of persons conduction inspections;C.Findings of inspections, including specific locations where corrective actions are needed;D.Corrective actions taken including dates, times, and the party taking the corrective action;E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled orsuspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in thePermitBMP Maintenance:A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe is indicated.B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose ofsediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.D.Remove sediment from paved roadways within one calendar day of discovery.E.Remove sediment from around BMPs protecting storm drain inlets.F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar daysof discovery, or as stated by the Permit.G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas and dedicated concrete and asphalt batch plants are cleaned and maintained.H.Replace damaged BMPs that no longer operate effectively.Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.1.2.3.4.5.6.7.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice of Termination (NOT). This does not include any records after submittal of the NOT.The following is a list of records that shall be kept at the project site available for inspectors to review:·Copy of the SWPPP, with any modifications;·Inspection and maintenance records;·Permanent operation and maintenance agreements;·Calculations for the design of temporary and permanent stormwater management systems;·Any other permits required for the project;·Records of all inspection and maintenance conducted during construction; and·All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional ormodified BMPs, designed to correct problems identified or address situations as detailed in the Permit.1.FINAL STABILIZATIONThe Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:A.Ensuring all areas have permanent cover.B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.1.POST CONSTRUCTION / PERMANENT BMPSSee Grading and Drainage, Utility, and Landscape sheets for post construction and permanent stormwater BMPs.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting a NOT include:A.Site must have achieved final stabilization (refer to section above).B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed ofproperly.D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete, temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, andthe permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand amendments to the approved SWPPP. Duties include but are not limited to:·Ensuring full compliance with the SWPPP and the Permit·Implementing all elements of the SWPPP, including but not limited to:··Implementing prompt and effective erosion and sediment control measures··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other thanStorm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,etc.·Conducting routine inspections and maintenance·Ensuring elimination of all unauthorized discharges·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:Bahram Akradic/o/ Lifetime Fitnessattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeOperator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:Level 7 Development, Inc.c/o Life Timeattn: Mark Nordland2902 Corporate PlaceChanhassen, MN 55317(952) 229-7090mnordland@lt.lifeSWPPP Designer:Steve Sabraski, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-252-9070ssabraski@landform.netCertification: U of MN, Design of Construction SWPPP, Exp. May 31, 2025SWPPP Inspector / Manager:Chris OlsonLandform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-638-0239colson@landform.netCertification: U of MN, Construction Site Management, Exp. May 31, 2024BMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.Certification: , Exp.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Construct temporary sedimentation basins prior to upland disturbance. Install perimeter sediment control BMPs around normal waterlevels within 48-hours of completion of basin grading.Stabilize outlets from temporary sedimentation basins within 24-hours of outlet construction.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct Row Homes and site features.Construct site walks and driveways.Provide final stabilization.Connect infiltration / filtration practices to storm sewer inlets.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, site grading, utility installation, building construction,paving, and landscaping.1.ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHAEOLOGICAL REVIEWSThere are no requirements for storm water due to environmental, endangered species, or archaeological review within theChanhassen AUAR update of May 2017.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2018 is referenced in thisdocument as the Permit.The SWPPP includes the following components:·Construction Documents prepared by Landform·Stormwater Management Plan prepared by Landform·Maintenance Plan for permanent stormwater BMPs·Geotechnical Report prepared by Braun Intertec, dated 4-12-2017All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of theabove documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does NOT have more than five (5) disturbed acres draining to a common location and the site drains to an impairedwater, therefore a temporary sediment basin is not required.Temporary sediment basins are provided on the overall AviendaDevelopment plan set and are to be utilized for this project until completion of permanent stormwater BMPs.Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. Thecontractor shall comply with the following requirements:A.Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 44.838601, Longitude: -93.558561Disturbed area = 9.14 ac.Pre-construction impervious area within disturbed area = 0.01 ac.Post-construction impervious area within disturbed area = 4.40 ac.Net change in impervious area within disturbed area = 4.39 ac.Type of stormwater management:·Filtration·Reuse·Wet Pond·Tree TrenchErosion prevention and sediment control quantities are on sheets C3.1 - C3.3A.SURFACE WATER BUFFERS50 foot buffers from Surface Waters have been maintained.1.Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;and stormwater does not discharge to it.Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; andstormwater does discharge to it from the overall site. Storm water from Avienda Row Homes does not drain to it.A.TMDLs have been established for this impaired water for Fishes Bioassessment.B.TMDLS have been established for this impaired water for Mercury in Fish Tissue.C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators.Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; andstormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special constructionrequirements for this impairment.B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are nospecial construction requirements for this impairment.Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;and stormwater does discharge to it from the overall site and from Row Homes.A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special constructionrequirements for this impairment.B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for thisimpairment.This site will meet these TMDLs using the following methods: Follow Permit requirements.Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwaterfrom the site does not discharge to it.The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCAImpaired Waters Viewer:A.MNDOT Wetland M09B.MNDOT Wetland M10C.Onsite Wetland #3D.Onsite Wetland #4E.Onsite Wetland #6F.MNDOT Stormwater "Englewood" PondCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024C304SCD004.DWGMN SWPPP NOTESC3.4AIS Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasianwatermilfoil, etc.) to the maximum extent possible.1.111 923922921921 917916 92 0 91 9 91 8 917916915914913912910909908 919STS>>B-27 B-31 BASIN 47P 0+001+002+003+004+005+006+006+12.28STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >> 0+00 1+00 1+21.65 STS>>ST S >> ST S >> ST S >> ST S >> STS >>STS >>0+00 1+00 1+64.19 924 923921920916914920919 919 918914 914916 918919 920 921 922 913922922923923919918915916917919921919917922909915STS>>>> >>918921922STS>>918919920>>>> 91 7 9 1 8917916914919919918917916915914POND 13P100-YR HWL = 917.19BTM = 914.00 100-YR HWL = 914.88 BTM = 904.95STS>>922921 920 FINISHED GRADEEXISTING GRADEBTM = 914.00POND 13PHORZ. SCALE: 1"=30'VERT. SCALE: 1"=3'905910915920925930905910915920925930-0+25922.0 923.330+00922.0 921.36 922.0 913.990+50922.2 913.99 922.5 915.381+001+501+75FES-300 W/ RIP-RAPINV: 914.00PER DETAIL C7.2/4 & C7.3/643' - 24" RCP@ 0.6%MH W/ PUMP-301RIM: 923.26INL (S): 910.25INL (N): 910.25INV: 914.2560" DIAR-1642PER DETAIL C7.2/28" PVC DRAIN TILE@ 0.0%6" PVC DRAIN TILE@ 0.5%POND 13P (1)HORZ. SCALE: 1"=30'VERT. SCALE: 1"=3'905910915920925930905910915920925930-0+25922.0917.230+00922.0913.99922.0913.990+50922.0913.99922.0913.991+00922.0913.99922.0913.991+50922.0913.99922.0913.992+00922.0913.99922.1913.992+50922.3913.99922.5913.993+00921.8913.99921.0913.993+50920.5 913.99 921.1 913.994+00920.8 913.99 920.2 913.994+50919.7 913.99 919.1 913.995+00918.5 913.99 917.9 913.995+50917.3 913.99 916.7 915.956+006+506+75FINISHED GRADEEXISTING GRADEBTM = 914.00MH - 1603INV: 911.00INV: 911.00PER DETAIL C7.2/454' - 15" RCP @ 0.7%8" PVC DRAIN TILE@ 0.0%(TYP.)6" PAVC DRAIN TILE@ 0.5%(TYP.)EXISTING GRADEPROPOSED GRADEPOND 13P OUTLET SWALEHORZ. SCALE: 1"=30'VERT. SCALE: 1"=3'905910915920925905910915920925-0+250+00916.1 916.06 914.6 914.620+50913.4 913.35 912.1 912.081+00908.8 908.76 908.3 908.351+502+002+25MH-1601RIM: 917.09INL (NW): 909.23INV: 909.2348" DIAR-1642PER DETAIL C7.2/2113' - 15" RCP @ 0.7%FES W/ RIP-RAP-1600INV: 908.40PER DETAIL C7.2/4 & C7.3/6CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH04080C305SCD004POND CROSS-SECTIONSC3.5112 BLUFF CREEK BLVD.AVIENDA PARKWAY30' BUILDING SETBACKMILLS DRIVEMILLS LANE NW12345678910113215432112345675BLOCK 3BLOCK 5BLOCK 1BLOCK 2SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>>>STS>>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN>SAN >B-4B-5B-6B-13B-14B-17B-27B-30B-31STS STS>>STS >>STS SAN>SAN>SAN>SAN > SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN>SAN>SAN>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>ABNCDMLEKFJGIHBASIN 28PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PNW TREETRENCHSW TREETRENCHST S >> LSS LSSLSSLSS REFER TO SHEETSC4.1 & C4.3REFER TO SHEETSC4.2 & C4.4BASIN 28PUNDERGROUNDBASIN 47PCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH050100Pipe Materials - Refer to utility plan, profiles, and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged storm sewer structure and piping. Construct manhole over existing storm line.Refer to Detail 1 on Sheet C7.4 for cistern cross section.Reserved.30" access riser with solid manhole cover per manufacturers recommendations.Refer to Detail 3 on Sheet C7.4 for underground filtration system. Drain tile outlet run shall be 8" perforated PVC. Drain tile tie-in runsshall be 6" perforated PVC. Drain tile shall run at a minimum of 0.5%. Refer to plan for proposed layout.Install pavement drain tile behind curb. Refer to Detail 8 on Sheet C7.1 and typical road sections.Install 6" cleanout. Refer to Detail 2 on Sheet C7.4.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.18.19.20.21.22.23.24.C401SCD004UTILITIES - OVERALLC4.0113 AVIENDA PARKWAY45SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>ST S>>STS>>STS>>STS>>STSSAN>B-5B-13B-14B-31FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)INV = 914.65 (21" RCP-E)STMHRE = 923.43INV = 907.97 (18" RCP-NE)INV = 915.41 (18" ORIFICE-W)CBRE = 921.52INV = 916.92 (15" RCP-S)INV = 916.91 (15" RCP-N)CBRE = 920.15INV = 915.70 (15" RCP-S)INV = 915.73 (15" RCP-W)INV = 915.63 (18" RCP-N)CBRE = 920.81INV = 916.31 (15" RCP-S)INV = 916.26 (15" RCP-N)CBRE = 919.40INV = 915.11 (18" RCP-SW)INV = 915.18 (15" RCP-NW)INV = 915.10 (21"-NE)CBRE = 919.46INV = 915.00 (21" RCP-SW)INV = 914.98 (21" RCP-NE)CBRE = 920.09INV = 916.07(15" RCP-S)INV = 916.04 (15" RCP-E)CBRE = 920.13INV = 916.17(15" RCP-N)CBRE = 919.43INV = 915.65 (15" RCP-SW)INV = 916.53 (15" RCP-SE)CBRE = 919.41INV = 915.72 (15" RCP-NE)CBRE = 922.05INV = 917.42 (15" RCP-W)INV = 917.42 (15" RCP-N)CBRE = 921.99INV = 917.53 (15" RCP-E)STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>SAN>ABNCDMLEKFBASIN 28PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >> STS >> STS >> STS >> STS >> STS>>STSSTS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS>>STS >>STS >> >>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>40' - 12" RCP @ 0.4%(PUBLIC)30' - 12" RCP @ 1.6%30' - 12" H D P E @ 0 . 6 %127' - 18" RCP @ 0.8%36' - 18" RCP @ 0.5%94' - 15" RCP @ 0.5%31' - 12" HDPE@ 0.6%(PUBLIC)22' - 12" RCP @ 1.0%(PUBLIC)219' - 12" RCP @ 1.6%24' - 12" HDPE@ 0.6%33' - 12" H D P E @ 0.6%32' - 12" H D P E @ 0.6% 33' - 12" HDPE @ 0.6 % 32' - 12" HDPE @ 0.6%25' - 12" HDPE@ 0.6%33' - 12" HDPE @ 0.6%24' - 12" HDPE@ 0.6%34' - 12" HDPE @ 0.6% 34' - 12" HDPE @ 0.3%33' - 12" HDPE@ 0.3%29' - 12" HDPE@ 0.6%33' - 12" HDPE @ 0.6%32' - 12" HDPE@ 0.6%38' - 12" HDPE @ 0.6%34' - 12" HDPE @ 0.6%23' - 12" HDPE@ 0.6%32' - 12" HDPE @ 0.6%33' - 12" HDPE @ 0.6%30' - 12" HDPE @ 0.6%28' - 12" HDPE@ 0.3%32' - 12" HDPE @ 0.3%33' - 12" HDPE @ 0.3%26' - 12" HDPE@ 0.3%28' - 12" HDPE@ 0.3%33' - 12" HDPE @ 0.3%32' - 12" HDPE @ 0.3%23' - 12" HDPE@ 0.3%29' - 12" HDPE @ 0.6% 76' - 24" RCP @ 0.3%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%9' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%25' - 12" RCP@ 0.3%43' - 24" RCP@ 0.6%48' - 12" HDPE @ 0.6%(PUBLIC)76' - 18" RCP @ 0.5%29' - 12" HDPE@ 0.6%10' - 24" HDPE@ 0.0%10' - 24" HDPE@ 0.3%10' - 24" HDPE@ 0.0%218' HDPE 29' - 12" HDPE@ 0.4% STS>>STS>>16' - 12" PVC@ 0.3%65' - 1 2 " H D P E @ 0 . 3 % STS>>STS>>64' - 12" HDPE @ 0.3%8" HDPE APRONINV=914.00STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>FES-404INV: 912.45PER DETAIL C7.2/4CB-102DRIM: 923.52INL (S): 919.42INV: 919.42NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-102HRIM: 924.20INV: 920.14NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-202HRIM: 924.82INL (N): 920.19INV: 920.19NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-117RIM: 925.03INV: 919.84NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-113RIM: 924.45INL (S): 919.09INV: 919.09NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-110RIM: 923.81INL (S): 918.48INV: 918.48NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-104RIM: 922.66INL (NW): 916.82INV: 916.6248" DIAR-3067-VPER DETAIL C7.2/3MH-102RIM: 922.69INL (W): 915.42INL (SW): 918.53INV: 915.0272" DIAR-1642PER DETAIL C7.2/2PUBLIC MH-400RIM: 920.76INL (NE): 907.89INV: 907.8948" DIAR-1642PER DETAIL C7.2/2CB-105RIM: 920.50INL (NE): 917.49INL (S): 917.49INV: 917.2948" DIAR-3067-VPER DETAIL C7.2/3PUBLIC MH-402RIM: 923.39INL (SE): 911.87INV: 911.8748" DIAR-1642PER DETAIL C7.2/2PUBLIC MH-401RIM: 921.08INL (E): 908.37INV: 908.3748" DIAR-1642PER DETAIL C7.2/2MH-403RIM: 922.67INL (SE): 912.29INV: 912.0948" DIAR-1642PER DETAIL C7.2/2PUBLIC MH-411RIM: 920.51INL: 915.49 (EX.)INV (SW): 915.4948" DIAR-1642PER DETAIL C7.2/2CB-102CRIM: 924.05INL (S): 919.27INV: 919.27NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-102BRIM: 924.05INL (S): 919.08INL (W): 919.33INV: 919.08NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-102ARIM: 924.05INL (S): 918.88INV: 918.88NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-102ERIM: 924.70INL (S): 919.60INV: 919.60NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-102FRIM: 924.70INL (S): 919.80INL (W): 920.05INV: 919.80NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-102GRIM: 924.70INL (S): 919.99INV: 919.99NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202JRIM: 925.40INL (W): 920.78INV: 920.53NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202IRIM: 925.40INL (N): 920.33INV: 920.33NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-611RIM: 925.50INV: 922.00NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-116RIM: 925.25INL (S): 919.66INV: 919.66NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-115RIM: 925.25INL (S): 919.47INL (E): 919.72INV: 919.47NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-114RIM: 925.25INL (S): 919.27INV: 919.27NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-112RIM: 924.50INL (S): 918.86INL (E): 919.11INV: 918.86NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-111RIM: 924.50INL (S): 918.66INV: 918.66NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-107RIM: 923.90INL (S): 917.91INV: 917.91NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-108RIM: 923.90INL (S): 918.10INL (E): 918.35INV: 918.10NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-109RIM: 923.90INL (S): 918.30INV: 918.30NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-106RIM: 923.85INL (S): 917.77INV: 917.77NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1411RIM: 923.30INV: 921.15NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-1410RIM: 923.30INL (W): 921.06INV: 921.06NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1409RIM: 923.30INL (W): 920.97INL (S): 921.22INV: 920.97NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1408RIM: 923.30INL (W): 920.87INV: 920.87NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1407RIM: 922.99INL (W): 920.79INV: 920.79NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1406RIM: 924.30INL (W): 920.71INV: 920.71NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1405RIM: 924.30INL (W): 920.61INL (S): 920.86INV: 920.61NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1404RIM: 924.30INL (W): 920.51INV: 920.51NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-1403RIM: 924.18INL (W): 920.44INV: 920.44NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-105ARIM: 919.96INV (NE): 917.56INV: 917.562X3R-3067-VSEE DETAIL C7.3/8CB-610RIM: 925.50MH W/ PUMP-301RIM: 923.26INL (S): 910.25INL (N): 910.25INV: 914.25W/ 3' SUMP60" DIAR-1642PER DETAIL C7.2/2CB-101BRIM: 921.34INV: 916.4548" DIAR-3067PER DETAIL C7.2/3CB-103RIM: 922.69INL (W): 916.44INV: 916.4448" DIAR-3067-VPER DETAIL C7.2/3CB-101ARIM: 921.33INL (N): 916.42INV: 916.4248" DIAR-3067PER DETAIL C7.2/3CB-15012X3R-1878-B7LSEE DETAIL C7.5/1MH-101RIM: 921.80INL (N): 914.83INL (NE): 916.28INV: 910.28W/ PRESERVER & SKIMMER72" DIAW/ 3' SUMPR-1642PER DETAIL C7.4/5TANK INLET-100INV: 910.25INV: 910.25CB-15002X3R-1878-B7LSEE DETAIL C7.5/1TANK OUTLET-301BINV: 910.25INV: 910.25TANK OUTLET-301AINV: 910.25INV: 910.2522.5° BEND-1402INV: 920.39INV: 920.3912" HDPE APRONINV: 920.00CB-1401 W/ 22.5° BENDRIM: 923.58INL (N): 920.20INV: 920.20NYLOPLAST INLINEDRAINPER DETAIL C7.3/9MH 105BRIM: 921.10INV: 917.69NYLOPLAST DRAIN BASINPER DETAIL C7.3/9FES-300 W/ RIP-RAPINV: 914.00PER DETAIL C7.2/4 & C7.3/66" PVC DRAIN TILE@ 0.5% (TYP.)8" PVC DRAIN TILE@ 0.0% (TYP.)8' - 12" HDPE@ 0.4%POND 13PNW TREETRENCHST S >>16' - 12" HDPE@ 0.9%59' - 1 2 " H D P E @ 0 . 6 %111' - 4" HDPE @ 0.5%88'-4"HDPE@0.5%5 8 '-4 "H D P E @ 0 .5 %26' - 4" HDPE@ 0.5%7' - 4" HDPE@ 0.5%4" PERFORATED HDPEDRAIN TILE (TYP.)28' - 4" HDPE@ 0.7%EX. CB CONNECTION-410INV: 915.11LSSLSS 1823(TYP.)BASIN 28P19IRRIGATION CONTROL PANEL242424242424CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH03060Pipe Materials - Refer to utility plan, profiles, and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged storm sewer structure and piping. Construct manhole over existing storm line.Refer to Detail 1 on Sheet C7.4 for cistern cross section.Reserved.30" access riser with solid manhole cover per manufacturers recommendations.Refer to Detail 3 on Sheet C7.4 for underground filtration system. Drain tile outlet run shall be 8" perforated PVC. Drain tile tie-in runsshall be 6" perforated PVC. Drain tile shall run at a minimum of 0.5%. Refer to plan for proposed layout.Install pavement drain tile behind curb. Refer to Detail 8 on Sheet C7.1 and typical road sections.Install 6" cleanout. Refer to Detail 2 on Sheet C7.4.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.18.19.20.21.22.23.24.C401SCD004UTILITIES - NORTH STORM SEWERC4.1114 BLUFF CREEK BLVD.>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>SAN>SAN>SAN>SAN>>B-5B-27B-30STS>>STS>>STS>>STS>>STS>>STS>>STS>>CBRE = 919.40INV = 911.93 (24" RCP-S)INV = 915.84 (15" RCP-W)INV = 908.55 (30" RCP-NE)CBRE = 921.99INV = 916.42 (15" RCP-NW)INV = 916.32 (15" RCP-E)CBRE = 921.67INV = 917.13 (15" RCP-W)INV = 916.52 (15" RCP-SE)CBRE = 921.46INV = 917.43 (15" RCP-E)CBRE = 920.67INV = 912.62 (21" RCP-W)INV = 913.05 (15" RCP-N)INV = 912.58 (21"-E)CBRE = 921.19INV = 913.20 (15" RCP-N)INV = 913.29 (15" RCP-S)CBRE = 921.47INV = 913.27 (15" RCP-S)CBRE = 919.66INV = 912.11 (21" RCP-W)INV = 912.65 (15" RCP-E)INV = 911.92 (24" RCP-N)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 922.05INV = 917.42 (15" RCP-W)INV = 917.42 (15" RCP-N)CBRE = 921.99INV = 917.53 (15" RCP-E)CBRE = 918.19CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>8" DRAIN TILE OUTLETINV:906.006" PERFORATED PVCDRAIN TILE @ 0.5% (TYP.)LEKFJGIHSTS>>STS>>STS>>STS>>STS>>STS>>S T S > >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>24' - 12" HDPE @ 0.6% 37' - 12" HDPE @ 0.3%12' - 30" HDPE@ 0.1%168' - 30" HDPE @ 0.1%7' - 8" PVC@ 1.0%24' - 12" PVC@ 0.9%115' - 12" HDPE @ 0.6%33' - 12" HDPE @ 0.6%24' - 12" HDPE@ 0.6%34' - 12" HDPE @ 0.6% 32' - 12" HDPE @ 0.6%29' - 12" HDPE@ 0.6%33' - 12" HDPE @ 0 . 6 % 32' - 12" HDPE @ 0 . 6 % 32' - 12" HDPE @ 0.3%35' - 12" HDPE @ 0.3%22' - 12" HDPE@ 0.3%19' - 12" HDPE@ 0.3%16' - 12" HDPE@ 0.2%25' - 12" HDPE@ 0.2%32' - 12" HDPE @ 0.2%33' - 12" HDPE @ 0.2%24' - 12" HDPE @ 0.2%33' - 12" HDPE@ 0.3%30' - 12" HDPE@ 0.3%28' - 12" HDPE@ 0.3%34' - 12" HDPE @ 0.3%33' - 12" HDPE@ 0.3%29' - 12" HDPE@ 0.6%33' - 12" HDPE @ 0.6%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%8' - 6" HDPE@ 1.0%43' - 24" RCP@ 0.6%31' - 12" HDPE @ 0.3%29' - 12" HDPE@ 0.6%55' - 12" HDP E @ 0.6%10' - 24" HDPE@ 0.3%10' - 24" HDPE@ 0.0%50' - 12" HDPE@ 1.9%10' - 24" HDPE@ 0.0%STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>54' - 1 5 " R C P @ 0 . 7 %184' - 15" RCP @ 0.7%113' - 15" RCP @ 0.7%243' HDPE 112' - 12" HDPE @ 0.3%STS >>STS>>STS>>STS>>STS>>CB-902RIM: 922.50INV: 917.00NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-500BRIM: 917.32INV: 912.3148" DIAR-3067-VPER DETAIL C7.2/3CB-102HRIM: 924.20INV: 920.14NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-202HRIM: 924.82INL (N): 920.19INV: 920.19NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202DRIM: 923.80INL (N): 919.47INV: 919.47NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-605RIM: 924.20INL (N): 921.42INV: 921.42NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-608RIM: 924.66INL (N): 921.72INV: 921.72NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-117RIM: 925.03INV: 919.84NYLOPLAST DRAINBASINPER DETAIL C7.3/712" HDPE APRONINV: 920.00INLET 500AINV: 908.00MH-500RIM: 918.72INL (W): 908.02INL (E): 912.01INV: 908.0260" DIAW/ 4' SUMPR-1642PER DETAIL C7.2/2JELLYFISH JF4RIM: 919.64INL (N): 906.00INV: 905.1548" DIAR-1642PER DETAIL C7.5/2STMH 706RIM: 919.49INL (N): 905.08INL (NE): 909.28INV: 904.9548" DIAR-1642PER DETAIL C7.2/2OUTLET 700BINV: 909.50PUBLIC MH-501RIM: 920.05INL (SW): 908.41INV: 908.2648" DIAR-1642PER DETAIL C7.2/2CB-203RIM: 922.87INV: 917.272X3R-3039-ASEE DETAIL C7.3/8CB-202JRIM: 925.40INL (W): 920.78INV: 920.53NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202IRIM: 925.40INL (N): 920.33INV: 920.33NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202GRIM: 925.15INL (N): 920.01INV: 920.01NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202FRIM: 925.15INL (N): 919.81INL (W): 920.06INV: 919.81NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202ERIM: 925.15INL (N): 919.62INV: 919.62NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202CRIM: 924.15INL (N): 919.30INV: 919.30NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202BRIM: 924.15INL (N): 919.10INL (W): 919.35INV: 919.10NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-202ARIM: 924.15INL (N): 918.91INV: 918.91NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-602RIM: 924.25INL (N): 921.12INV: 921.12NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-603RIM: 924.25INL (N): 921.23INL (E): 921.48INV: 921.23NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-802RIM: 922.70INL (E): 920.08INV: 920.08NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-803RIM: 922.70INL (E): 920.15INL (N): 920.40INV: 920.15NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-804RIM: 922.70INL (E): 920.21INV: 920.21NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-805RIM: 922.70INV: 920.26NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-606RIM: 924.80INL (N): 921.53INL (E): 921.78INV: 921.53NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-607RIM: 924.80INL (N): 921.63INV: 921.63NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-611RIM: 925.50INV: 922.00NYLOPLAST DRAINBASINPER DETAIL C7.3/7CB-116RIM: 925.25INL (S): 919.66INV: 919.66NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-115RIM: 925.25INL (S): 919.47INL (E): 919.72INV: 919.47NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-609RIM: 925.50INL (N): 921.80INV: 921.80NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-610RIM: 925.50INL (N): 921.90INL (E): 922.15INV: 921.90NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-604RIM: 924.25INL (N): 921.32INV: 921.32NYLOPLAST INLINEDRAINPER DETAIL C7.3/9CB-601RIM: 924.25INL (N): 921.06INV: 921.06NYLOPLAST INLINEDRAINPER DETAIL C7.3/9MH W/ PUMP-301RIM: 923.26INL (S): 910.25INL (N): 910.25INV: 914.25W/ 3' SUMP60" DIAR-1642PER DETAIL C7.2/2MH - 1603RIM: 915.78INL (N): 911.00INV: 911.0048" DIAR-1642PER DETAIL C7.2/2MH-201RIM: 922.70INL (SE): 914.83INV: 910.28W/ PRESERVER & SKIMMER60" DIAW/ 3' SUMPR-1642PER DETAIL C7.4/512" HDPE APRONINV: 921.00TANK INLET-200INV: 910.25INV: 910.25MH-1601RIM: 917.09INL (NW): 909.23INV: 909.2348" DIAR-1642PER DETAIL C7.2/2MH-1602RIM: 921.03INL (N): 910.60INV: 910.6048" DIAR-1642PER DETAIL C7.2/2FES W/ RIP-RAP-1600INV: 908.40PER DETAIL C7.2/4 & C7.3/6TANK OUTLET-301BINV: 910.25INV: 910.25TANK OUTLET-301AINV: 910.25INV: 910.25FES-300 W/ RIP-RAPINV: 914.00PER DETAIL C7.2/4 & C7.3/68" PVC DRAIN TILE@ 0.0% (TYP.)6" PVC DRAIN TILE@ 0.5% (TYP.)STS>>50' - 15" HDPE @ 1.6%10' - 15" HDPE@ 0.3%POND 13PSW TREETRENCHCB-202RIM: 921.58INL (W): 916.58INL (N): 918.58INV: 916.5848" DIAR-3067PER DETAIL C7.2/3CB-201ARIM: 921.67INL (S): 915.63INL (W): 915.63INV: 915.6348" DIAR-3067PER DETAIL C7.2/3CB-201BRIM: 921.66INL (SW): 915.66INV: 915.6648" DIAR-3067PER DETAIL C7.2/336' - 12" HDPE @ 0.4%125' - 12" HDPE @ 0.5%CB-201DRIM: 921.69INV: 916.0048" DIAR-3067-VPER DETAIL C7.2/39' - 12" HDPE@ 0.3%3 8 ' - 1 5 " HD P E@ 0 . 3%CB-201CRIM: 921.64INL (W): 915.97INV: 915.7748" DIAR-3067PER DETAIL C7.2/3TI-900INV: 908.00MH-901RIM: 923.29INL (SW): 916.85INV: 908.6248" DIAR-1642PER DETAIL C7.2/275' 8" PERFORATEDPVC DRAIN TILE @ 0.5%4" PERFORATED HDPEDRAIN TILE (TYP.)CB-801RIM: 922.70INL (E): 920.03INV: 920.03NYLOPLAST INLINEDRAINPER DETAIL C7.3/9LSSLSS 2121212223(TYP.)23(TYP.)242424UNDERGROUNDBASIN 47P19IRRIGATION CONTROL PANEL242424(TYP.)2424242424242421CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH03060Pipe Materials - Refer to utility plan, profiles, and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged storm sewer structure and piping. Construct manhole over existing storm line.Refer to Detail 1 on Sheet C7.4 for cistern cross section.Reserved.30" access riser with solid manhole cover per manufacturers recommendations.Refer to Detail 3 on Sheet C7.4 for underground filtration system. Drain tile outlet run shall be 8" perforated PVC. Drain tile tie-in runsshall be 6" perforated PVC. Drain tile shall run at a minimum of 0.5%. Refer to plan for proposed layout.Install pavement drain tile behind curb. Refer to Detail 8 on Sheet C7.1 and typical road sections.Install 6" cleanout. Refer to Detail 2 on Sheet C7.4.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.18.19.20.21.22.23.24.C401SCD004UTILITIES - SOUTH STORM SEWERC4.2115 AVIENDA PARKWAY5SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST S>>STS>>STS>>STS>>SAN>B-5B-13B-14B-31SSMHINV = 910.16 (8" PVC-N)INV = 910.21 (8" PVC-E)INV = 910.13 (8" PVC-S)SSMHINV = 911.88 (8" PVC-E)INV = 911.88 (8" PVC-S)SSMHINV = 901.71 (8" PVC-NE)INV = 901.62 (8" PVC-NW)INV = 902.77 (8" PVC-E)INV = 903.66 (8" PVC-SW)SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58SAN>SAN>SAN>SAN>ABNCDMLEKFBASIN 28PSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >> STS >> STS >> STS >> STS >> STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STSSTS>>STS >>STS >>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-41-048RIM: 923.42INV: 917.1648" DIAR-1642SEE DETAIL C7.2/5MH-41-045RIM: 923.64INL (S): 915.54INV: 915.4448" DIAR-1642SEE DETAIL C7.2/5MH-41-042RIM: 921.47INL (N): 912.20INV: 912.00 (EX.)48" DIAR-1642SEE DETAIL C7.2/5MH-41-046RIM: 924.88INL (S): 916.78INV: 916.6848" DIAR-1642SEE DETAIL C7.2/5MH-41-043RIM: 920.78INL (E): 913.02INV: 912.9248" DIAR-1642SEE DETAIL C7.2/5170' - 8" PVC @ 0.50%152' - 8" PVC @ 0.50%229' - 8" PVC @ 0.50%142' - 8" PVC @ 0.50%119' - 8" PVC @ 0.60% STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PMH-41-044RIM: 923.00INL (E): 916.31INL (S): 914.68INV: 913.7348" DIASEE DETAIL C7.2/6NW TREETRENCHST S >>8" 11.25°BEND8" X 8" TEE8" 11.25° BEND8" 11.25° BEND8" 45° BENDCONNECT TOEXISTING 12" WATERMAINW/ 8" X 12" WE TAP W/ VALVE8" X 6" REDUCER8" X 6" TEE8" PVC8" PVC8" PVC 8" PVC8" GATE VALVE W/ BOXPER DETAIL C7.3/18" GATE VALVE (3)PER DETAIL C7.3/1LSSLSS C7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVE12.82'BASIN 28PIRRIGATION CONTROL PANELCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH03060Pipe Materials - Refer to utility plan, profiles, and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged storm sewer structure and piping. Construct manhole over existing storm line.Refer to Detail 1 on Sheet C7.4 for cistern cross section.Reserved.30" access riser with solid manhole cover per manufacturers recommendations.Refer to Detail 3 on Sheet C7.4 for underground filtration system. Drain tile outlet run shall be 8" perforated PVC. Drain tile tie-in runsshall be 6" perforated PVC. Drain tile shall run at a minimum of 0.5%. Refer to plan for proposed layout.Install pavement drain tile behind curb. Refer to Detail 8 on Sheet C7.1 and typical road sections.Install 6" cleanout. Refer to Detail 2 on Sheet C7.4.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.18.19.20.21.22.23.24.C401SCD004UTILITIES - NORTH SANITARY SEWER& WATERC4.3116 BLUFF CREEK BLVD.>SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>SAN>SAN>SAN>SAN>>B-5B-27B-30STS>>STS>>STS>>STS>>STS>>STS>>STS>>SSMHINV = 908.36 (8" PVC-N)INV = 908.35 (8" PVC-SW)SSMHINV = 910.16 (8" PVC-N)INV = 910.21 (8" PVC-E)INV = 910.13 (8" PVC-S)SSMHINV = 895.76 (8" PVC-E)INV = 896.53 (8" PVC-NE)INV = 895.80 (8" PVC-SW)SSMHINV = 896.35 (10" PVC-E)INV = 896.31 (10" PVC-W)SSMHINV = 895.76 (10" PVC-E)INV = 896.53 (8" PVC-NE)INV = 895.80 (12" PVC-W)SSMHINV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHCBRE = 919.40INV = 911.93 (24" RCP-S)INV = 915.84 (15" RCP-W)INV = 908.55 (30" RCP-NE)CBRE = 921.99INV = 916.42 (15" RCP-NW)INV = 916.32 (15" RCP-E)CBRE = 921.67INV = 917.13 (15" RCP-W)INV = 916.52 (15" RCP-SE)CBRE = 921.46INV = 917.43 (15" RCP-E)CBRE = 920.67INV = 912.62 (21" RCP-W)INV = 913.05 (15" RCP-N)INV = 912.58 (21"-E)CBRE = 921.19INV = 913.20 (15" RCP-N)INV = 913.29 (15" RCP-S)CBRE = 921.47INV = 913.27 (15" RCP-S)CBRE = 919.66INV = 912.11 (21" RCP-W)INV = 912.65 (15" RCP-E)INV = 911.92 (24" RCP-N)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 922.05INV = 917.42 (15" RCP-W)INV = 917.42 (15" RCP-N)CBRE = 921.99INV = 917.53 (15" RCP-E)CBRE = 918.19CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >PROPOSED BUILDINGFFE = 926.50GFE = 926.08PROPOSED BUILDINGFFE = 925.75GFE = 925.33PROPOSED BUILDINGFFE = 925.20GFE = 924.78PROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>LEKFJGIHSTS>>STS>>STS>>STS>>STS>>STS>>S T S > >STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>MH-41-047RIM: 923.16INV: 918.0148" DIASEE DETAIL C7.2/5MH-41-046RIM: 924.88INL (S): 916.78INV: 916.6848" DIAR-1642SEE DETAIL C7.2/5MH-41-052RIM: 922.66INV: 913.8248" DIAR-1642SEE DETAIL C7.2/5MH-41-050RIM: 918.37INL (NW): 912.26INV: 912.1648" DIAR-1642SEE DETAIL C7.2/5MH-41-049RIM: 916.19INL (W): 911.82INL (NE): 900.10INV: 900.0060" DIAR-1642INSIDE DROPSEE DETAIL C7.2/6SAN STUB W/ PLUGINV: 900.23246' - 8" PVC @ 0.50%69' - 8" PVC @ 0.50%157' - 8" PVC @ 0.50%13' - 8" PVC@ 1.00%134' - 8" PVC @ 0.50%STS >>STS>>STS>>STS>>STS>>STS>>POND 13PMH-41-051RIM: 921.39INL (W): 913.15INV: 913.0548" DIAR-1642SEE DETAIL C7.2/5SW TREETRENCHCONNECT TO EXISTING WATERMAIN8" 45° BEND8" X 8" TEE8" 45° BEND8" 11.25° BEND8" 45° BEND8" X 6" REDUCER8" 22.5° BEND8" X 6" TEE8" X 6" TEE8" PVC8" PVC8" PVC8" GATE VALVE W/ BOXPER DETAIL C7.3/18" PLUGLSSLSS C7.29HYDRANT &GATE VALVEC7.29HYDRANT &GATE VALVEUNDERGROUNDBASIN 47PIRRIGATION CONTROL PANELC7.29HYDRANT &GATE VALVECLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NORTH03060Pipe Materials - Refer to utility plan, profiles, and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged storm sewer structure and piping. Construct manhole over existing storm line.Refer to Detail 1 on Sheet C7.4 for cistern cross section.Reserved.30" access riser with solid manhole cover per manufacturers recommendations.Refer to Detail 3 on Sheet C7.4 for underground filtration system. Drain tile outlet run shall be 8" perforated PVC. Drain tile tie-in runsshall be 6" perforated PVC. Drain tile shall run at a minimum of 0.5%. Refer to plan for proposed layout.Install pavement drain tile behind curb. Refer to Detail 8 on Sheet C7.1 and typical road sections.Install 6" cleanout. Refer to Detail 2 on Sheet C7.4.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.18.19.20.21.22.23.24.C401SCD004UTILITIES - SOUTH SANITARY SEWER& WATERC4.4117 0+00 1+00 2+00 3+004+005+006+007+008+009+0010 + 0 0 11 + 0 0 12+0012+15.09BLUFF CREEK BLVD . BLUFF CREEK OVERLAY DISTRICT BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY AVIENDA LANE S. 2+00 3+00 4+00 5+00 6+00 7+007+80.79GF=91 5 . 4 907.4 FBWO 906.9 GF=916.5 908.5 FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 4 5 6 7 8 BLOCK 6 SAN>SAN>>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>>STS>>STS>>STS >>STS >>STS >>STS >>>>STS>>STS>>>> STS >> STS>>STS>>STS>>STS > > ST S >> ST SSTS>>STS >> SAN >SAN > SAN > SAN > SAN >SAN >>>ST S>>STS>>STS>>STS>>STS >>STS >> FESINV = 912.78 CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 920.29INV = 914.73 (21" RCP SW)INV = 914.65 (21" RCP-E)STMHRE = 915.45INV = 906.58 (12" RCP-SE)INV = 905.65 (18" RCP-SW)INV = 905.59 (18" RCP-NWSUMP = 902.64 CB RE = 919.40 INV = 911.93 (24" RCP-S) INV = 915.84 (15" RCP-W) INV = 908.55 (30" RCP-NE) CB RE = 921.99 INV = 916.42 (15" RCP-NW) INV = 916.32 (15" RCP-E) CB RE = 921.67 INV = 917.13 (15" RCP-W) INV = 916.52 (15" RCP-SE) CB RE = 920.67 INV = 912.62 (21" RCP-W) INV = 913.05 (15" RCP-N) INV = 912.58 (21"-E) CB RE = 921.19 INV = 913.20 (15" RCP-N) INV = 913.29 (15" RCP-S) CB RE = 921.47 INV = 913.27 (15" RCP-S) CB RE = 919.66 INV = 912.11 (21" RCP-W) INV = 912.65 (15" RCP-E) INV = 911.92 (24" RCP-N) CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CBRE = 921.52INV = 916.92 (15" RCP-S)INV = 916.91 (15" RCP-N)CBRE = 920.15INV = 915.70 (15" RCP-S)INV = 915.73 (15" RCP-W)INV = 915.63 (18" RCP-N)CBRE = 920.81INV = 916.31 (15" RCP-S)INV = 916.26 (15" RCP-N)CBRE = 919.40INV = 915.11 (18" RCP-SW)INV = 915.18 (15" RCP-NW)INV = 915.10 (21"-NE)CBRE = 919.46INV = 915.00 (21" RCP-SW)INV = 914.98 (21" RCP-NE)CBRE = 919.43INV = 915.65 (15" RCP-SW)INV = 916.53 (15" RCP-SE) CB RE = 922.05 INV = 917.42 (15" RCP-W) INV = 917.42 (15" RCP-N) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E) STMH RE = 916.21 INV = 903.41 (15" RCP-N) INV = 899.58 (15" RCP-S) STS>>UE UE UE UE UE UE FOFOFOFOFOFO0+001+00 2+00 3+00 3+21.99 PUBLIC MH-501STMH 706JELLYFISH JF4OUTLET 700BMH-500CB-500BCB-201DCLEANOUT-800CB-203CB-608CB-117CB-113CB-110CB-105PUBLIC MH-411EX. CB CONNECTION-410CB-105ACB-104CB-103MH-102CB-102ACB-102BCB-102CCB-102DCB-102HCB-202HCB-202DPUBLIC MH-400PUBLIC MH-401PUBLIC MH-402MH-403FES-404INLET 500A0+000+83.21A BNCDM L E K F J G I H BASIN 28P0+000+36.42CB-605MH-101MH W/ PUMP-301MH-201CB-102GCB-102FCB-102EFES-300 W/ RIP-RAPCB-202JCB-202ICB-202GCB-202FCB-202ECB-202CCB-202BCB-202ACB-202CB-801MH-1602MH - 1603MH-1601CB-201ACB-201BCB-101BCB-101ACB-106CB-1500CB-1501CB-107CB-108CB-109CB-111CB-112CB-114CB-115CB-116CB-611CB-610CB-609CB-607CB-606CB-604CB-603CB-602CB-601CLEANOUT-600CB-802CB-803CB-804CB-805TANK INLET-100TANK INLET-200CB-1410CB-1409CB-1408CB-1407CB-1406CB-1405CB-1404CB-1403TANK OUTLET-301ATANK OUTLET-301BPOND 13P NW TREETRENCH SW TREE TRENCH CB-201C6" PERF. DRAINTILE (TYP.)6" CLEANOUT (TYP.)UNDERGROUND BASIN 47P 6" PERF. DRAINTILE (TYP.) 6" CLEANOUT (TYP.)900905910915920925930900905910915920925930-0+25920.00+00920.3919.95920.7920.610+50921.0921.27921.3921.931+00921.6922.51921.8922.911+50922.0923.13922.0923.302+00922.0923.47922.0923.562+50922.0923.24922.0922.703+00922.0922.17 922.0 921.803+50922.0 921.78 922.0 921.944+00922.0 922.09 922.0 922.254+50922.0 922.40 922.0 922.555+00922.0 922.71 922.0 922.865+50922.0 923.02 922.0 923.176+00922.0 923.32 922.0 923.476+50921.6 923.54 921.4 923.477+00921.5 923.36 921.1 923.267+50920.5 923.15 919.8 923.048+00919.2 922.94 918.5 922.838+50917.9 922.72 917.4 922.529+00916.9 922.14 916.4 921.679+50916.0 921.20 911.9 920.7310+00908.0 920.26 908.0 919.7810+50908.0 919.31 913.0 918.8411+00916.8 918.37 916.5 917.9011+50917.5 917.012+0012+5012+7536' - 18" RCP@ 0.5%127' - 18" RCP @ 0.8%76' - 24" RCP@ 0.3%CB-104RIM: 922.66INL (NW): 916.82INV: 916.6248" DIAR-3067PER DETAIL C7.2/3CB-103RIM: 922.69INL (W): 916.44INV: 916.4448" DIAR-3067PER DETAIL C7.2/3MH-102RIM: 922.69INL (W): 915.42INL (SW): 918.53INV: 915.0248" DIAR-1642PER DETAIL C7.2/2CB-500BRIM: 917.32INV: 912.3148" DIAR-3067PER DETAIL C7.2/394' - 15" RCP @ 0.5%CB-105RIM: 920.50INL (NE): 917.49INL (S): 917.49INV: 917.2948" DIAR-3067PER DETAIL C7.2/3EXISTING GRADEFINISHED GRADEMH-101RIM: 921.80INL (N): 914.83INL (NE): 916.28INV: 910.28W/ PRESERVER & SKIMMER60" DIAW/ 3' SUMPR-1642PER DETAIL C7.4/5218' - 48" HDPE @ 0.0%10' - 24" HDPE@ 0.3%10' - 24" HDPE@ 0.0%243' - 48" HDPE @ 0.0%10' - 24" HDPE@ 0.3%MH-201RIM: 922.70INL (SE): 914.83INV: 910.28W/ PRESERVER & SKIMMER60" DIAW/ 3' SUMPR-1642PER DETAIL C7.4/5ROCK TOP 914.75CISTERN TOP 914.25CISTERN BOTTOM 910.25ROCK BOTTOM 909.75ROCK TOP 914.75CISTERN TOP 914.25CISTERN BOTTOM 910.25ROCK BOTTOM 909.7510' - 24" HDPE@ 0.0%MH-1602RIM: 921.03INL (N): 910.60INV: 910.6048" DIAR-1642PER DETAIL C7.2/2184' - 15" RCP @ 0.7%MH W/ PUMP-301RIM: 923.26INL (S): 910.25INL (N): 910.25INV: 914.2560" DIAR-1642W/ 3' SUMPPER DETAIL C7.2/2MH-1601RIM: 917.09INL (NW): 909.23INV: 909.2348" DIAR-1642PER DETAIL C7.2/2CB-101BRIM: 921.34INV: 916.4548" DIAR-3067PER DETAIL C7.2/38' - 12" HDPE@ 0.4%CB-201BRIM: 921.66INL (SW): 915.66INV: 915.6648" DIAR-3067PER DETAIL C7.2/3CB-101ARIM: 921.33INL (N): 916.42INV: 916.4248" DIAR-3067PER DETAIL C7.2/316' - 12" HDPE@ 0.9%50' - 15" HDPE@ 1.6%10' - 15" HDPE@ 0.3%CB-201ARIM: 921.67INL (S): 915.63INL (W): 915.63INV: 915.6348" DIAR-3067PER DETAIL C7.2/3CB 105B - CB 105A910915920925930910915920925930-0+25920.5920.460+00920.6920.560+500+75CB-105RIM: 920.50INL (NE): 917.49INL (S): 917.49INV: 917.2948" DIAR-3067PER DETAIL C7.2/3CB-105ARIM: 919.96INL (NE): 917.56INV: 917.5648" DIAR-3067PER DETAIL C7.3/825' - 12" RCP@ 0.3%NORTH080160Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024C501SCD004.DWGSTORM PROFILESC5.1118 BASIN 28PSAN>SAN SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>FESINV = 912.78CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 920.29INV = 914.73 (21" RCP SW)INV = 914.65 (21" RCP-E)CBRE = 919.40INV = 915.11 (18" RCP-SW)INV = 915.18 (15" RCP-NW)INV = 915.10 (21"-NE)RE = 919.46INV = 915.00 (21" RCP-SW)INV = 914.98 (21" RCP-NE)PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.930+001+002+003+003+21.99EX. CB CONNECTION-410CB-105ACB-104PUBLIC MH-400PUBLIC MH-401PUBLIC MH-402MH-403FES-4040+83.21 ABBASIN 28P0+00 CB-1500CB-1501CB-1410CB-1409CB-1408CB-1407CB-1406CB-1405CB-1404CB-1403900905910915920925930900905910915920925930-0+25920.70+00921.0921.30+50921.6 921.91+00922.1 922.41+50922.6 922.82+00923.0 923.32+50923.1 923.04 916.9 916.693+003+503+75MH-403RIM: 922.67INL (SE): 912.29INV: 912.0948" DIAR-1642PER DETAIL C7.2/222' - 12" HDPE @ 1.0%(PUBLIC)PUBLIC MH-402RIM: 923.39INL (SE): 911.87INV: 911.8748" DIAR-1642PER DETAIL C7.2/2219' - 12" HDPE @ 1.6%(PUBLIC)PUBLIC MH-401RIM: 921.08INL (E): 908.37INV: 908.3748" DIAR-1642PER DETAIL C7.2/230' - 12" HDPE @ 1.6%(PUBLIC)PUBLIC MH-400RIM: 920.76INL (NE): 907.89INV: 907.8948" DIAR-1642PER DETAIL C7.2/2FES-404INV: 912.45PER DETAIL C7.2/440' - 12" HDPE@ 0.4%NORTH04080Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024C501SCD004.DWGSTORM PROFILESC5.2119 FINISHED GRADEEXISTING GRADE900905910915920925930900905910915920925930-0+25920.10+00919.9919.60+50919.4919.3919.301+00918.3919.10917.3918.921+50917.0918.74912.6919.372+002+502+75PUBLIC MH-501RIM: 920.05INL (SW): 908.41INV: 908.2648" DIAR-1642PER DETAIL C7.2/2168' - 30" HDPE @ 0.1%MH-500RIM: 918.72INL (W): 908.02INL (E): 912.01INV: 908.0248" DIAR-1642PER DETAIL C7.2/212' - 30" HDPE@ 0.1%930SAND BOTTOM 906.00ROCK BOTTOM 908.00ROCK TOP 913.5020' - 30" RCP @ 0.70%>>STS>>>>STS>>CBRE = 919.40INV = 911.93 (24" RCP-S)INV = 915.84 (15" RCP-W)INV = 908.55 (30" RCP-NE)RE = 921.99INV = 916.42 (15" RCP-NW)INV = 916.32 (15" RCP-E)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)PROPOSED BUILDINGFFE = 923.95GFE = 923.530+001+002+00 2+18.53PUBLIC MH-501STMH 706JELLYFISH JF4OUTLET 700BMH-500CB-201DINLET 500AHCB-801MH-1602CB-802CB-803CB-804CB-805CB-201CLSSPUBLICPRIVATE UNDERGROUNDBASIN 47P6" PERF. DRAINTILE (TYP.)6" CLEANOUT (TYP.)2+502+75895900905910915920925930895900905910915920925930-0+25916.1 921.710+00910.6 921.53 909.5 921.020+50912.7 920.36 916.7 919.691+00919.2 1+501+75STMH 706RIM: 919.49INL (N): 905.08INL (NE): 909.28INV: 904.9548" DIAR-1642PER DETAIL C7.2/2JELLYFISH JF4RIM: 919.64INV: 905.1548" DIAR-1642PER DETAIL C7.2/224' - 12" PVC@ 0.9%7' - 8" PVC@ 1.0%FINISHED GRADEEXISTING GRADE122' - 15" RCP @ 1.26%SAND BOTTOM 906.00ROCK BOTTOM 908.00ROCK TOP 913.508" PERFORATED PVCDRAIN TILE @ 0.5%6" PERFORATED PVCDRAIN TILE TIE-IN @ 0.5%(TYP.)BLUFF CREEK BLV D . SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STSSTS>>STS>>STS>>>>STS>>STS CB RE = 918.08 INV = 913.25 (15" RCP-N) INV = 913.35 (15" RCP-W) CB RE = 917.95 INV = 913.63 (15" RCP-W) INV = 913.55 (" RCP-S) CB RE = 918.07 INV = 913.84 (15" RCP-E) CB RE = 918.19 INV = 913.28 (15" RCP-E) INV = 913.21 (15" RCP-W) CB RE = 917.34 INV = 911.28 (15" RCP-N) INV = 911.26 (15" RCP-E)0+001+001+31.46STMH 706JELLYFISH JF4OUTLET 700BMH-500CB-201DINLET 500ACB-202ACB-202MH-1602MH - 1603CB-201ACB-201BCB-805CB-201C6" PERF. DRAINTILE (TYP.)6" CLEANOUT (TYP.)UNDERGROUND BASIN 47P SAN>SAN>SAN >>>STS>>STS>>STS>>STS>>STS >> STS S T S>>S T S>>S T S>>S T S INV = 914.73 (21" RCP SW) INV = 914.65 (21" RCP-E) CB RE = 920.15 INV = 915.70 (15" RCP-S) INV = 915.73 (15" RCP-W) INV = 915.63 (18" RCP-N) CB RE = 919.40 INV = 915.11 (18" RCP-SW) INV = 915.18 (15" RCP-NW) INV = 915.10 (21"-NE) CB RE = 919.46 INV = 915.00 (21" RCP-SW) INV = 914.98 (21" RCP-NE) CB RE = 919.43 INV = 915.65 (15" RCP-SW) INV = 916.53 (15" RCP-SE) >> S T S > > PROPOSED BUILDING FFE = 924.95 GFE = 924.53 0+00CB-105PUBLIC MH-411EX. CB CONNECTION-410CB-105A0+000+83.21N0+000+36.42CB-106CB-1500CB-1501CB-107CB-108NW TREE TRENCH LSS910915920925930910915920925930-0+25920.7 920.530+00920.2 920.41 919.8 920.230+50920.08 1+001+25PUBLIC MH-411RIM: 920.51INL: 915.49 (EX.)INV: 915.4948" DIAR-1642PER DETAIL C7.2/2EX. CB CONNECTION-410INV: 915.1143' - 18" RCP @ 0.32%Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024C501SCD004.DWGSTORM PROFILESC5.3NORTHNORTH04080NORTH120 AVIENDA PARKWAYL=277.76R=1390.00Δ=11°26'58"SAN>SAN>>STS>>STS>>STS>>STS>>STS>>STS>>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGN1233413140+001+001+60.75MH-41-042MH-41-0438" 11.25° BEND8" X 6" TEE8" PVC8" GATE VALVE (3)PER DETAIL C7.3/1LSSEX. MH-41-031BLUFF CREEK BLVD.SAN>SAN>SANSAN>SAN>SAN>SAN>SANSTS>>STS>>STS>>STS STS BASIN 47PMH-41-051MH-41-050MH-41-049CONNECT TO EXISTING WATERMAIN8" 45° BEND8" X 8" TEE8" 45° BEND8" X 6" TEE8" PVC8" PLUG-0+001+002+002+60.69 SAN STUBINV: 900.20CAP STUBLSSAVIENDA LANE (PRIVATE)HYDRANT WITH6" GATE VALVE & BOX6" PVC C900 LEADFLANGE ELEVATION: 920.818" GATE VALVE WITH BOX8" PVC C900 WATERMAIN20' - 8" PVC SDR 26@ 0.5%905910915920925930905910915920925930-0+25920.70+00920.9921.00+50921.2921.31+00921.4921.11+502+002+2526' - 8" PVC @ 0.47%MH-41-042RIM: 921.47INL (N): 912.20INV: 912.0048" DIAR-1642SEE DETAIL C7.2/5119' - 8" PVC SDR 35 @ 0.60%MH-41-043RIM: 920.78INL (E): 913.02INV: 912.9248" DIAR-1642SEE DETAIL C7.2/5EXISTING GRADEEX. MH-41-041RIM: 923.04INL(N): 910.16INL(E): 910.21INV: 910.13890895900905910915920925890895900905910915920925-0+25916.5 921.840+00916.1 921.36 913.4 920.890+50908.8 920.42 908.0 919.941+00908.0 919.47 910.4 919.001+50916.9 918.53 916.6 918.062+00917.6 917.12+503+003+258" PVC C900 WATEREXISTING 8" WATERMAIN88' - 8" PVC @ 1.28%MH-41-049RIM: 916.19INL (W): 911.82INL (NE): 900.10INV: 900.0060" DIAR-1642INSIDE DROPSEE DETAIL C7.2/6MH-41-050RIM: 918.37INL (NW): 912.26INV: 912.1648" DIAR-1642SEE DETAIL C7.2/5MH-41-051RIM: 921.39INL (W): 913.15INV: 913.0548" DIAR-1642SEE DETAIL C7.2/5157' - 8" PVC SDR 35 @ 0.50%69' - 8" PVC SDR 35@ 0.50%EXISTING GRADEFINISHED GRADE6" LEADCONTRACTOR TOVERIFY 8" WATERMAINLOCATION PRIOR TOCONNECTIONMAINTAIN 7.5' COVER15" RCP STORMSEWER15" RCP STORMSEWER12" HDPE STORMSEWER15" HDPE STORMSEWER6" LEADCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.C601SCD004.DWGSANITARY & WATER PROFILESC6.1AVIENDA LANEAVIENDA LANENORTHNORTH03060121 L=3>SAN>SAN>SAN>SAN>>>STS>>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STSSTSPROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93ABNOUTLOT A1234123413412MH-41-043MH-41-0480+001+002+003+003+97.148" 11.25°BEND8" X 8" TEE8" 45° BENDCONNECT TOEXISTING 12" WATERMAINW/ 8" X 12" WE TAP W/ VALVE8" X 6" REDUCER8" PVC8" PVC8" GATE VALVE (3)PER DETAIL C7.3/1MH-41-044SAN WYE: 20+54.9INV: 915.42W.C.S ELEV: 923.67SAN WYE: 20+58.1INV: 917.71W/ 2' RISERW.C.S ELEV: 923.67SAN WYE: 0+49.5INV: 918.17W.C.S ELEV: 924.27SAN WYE: 0+52.7INV: 918.04W.C.S ELEV: 924.13SAN WYE: 0+96.2INV: 917.57W.C.S ELEV: 924.05SAN WYE:1+04.7INV: 917.53W.C.S ELEV: 924.01SAN WYE:1+63.5INV: 917.96W.C.S ELEV: 923.59SAN WYE: 1+71.7INV: 917.91W.C.S ELEV: 923.54SAN WYE: 2+16.2INV: 917.41W/ 3' RISERW.C.S ELEV: 923.31SAN WYE: 2+23.7INV: 917.34W/ 3' RISERW.C.S ELEV: 923.24LSSLSSSAN WYE: 20+62.9INV: 915.46W.C.S ELEV: 923.70AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)HYDRANT WITH 6" GATE VALVE & BOX6" PVC C900 LEADFLANGE ELEV: 924.32905910915920925930905910915920925930-0+25922.0 921.250+00922.0 923.87 922.0 923.430+50922.0 923.04 922.0 923.001+00922.0 923.49 922.0 923.501+50922.0 923.33 922.0 923.162+00921.9 922.94 921.6922.602+50921.3922.05921.0921.393+00920.7920.73920.4920.113+50919.94+004+25MH-41-043RIM: 920.78INL (E): 913.02INV: 912.9248" DIAR-1642SEE DETAIL C7.2/5142' - 8" PVC SDR 35 @ 0.50%MH-41-044RIM: 923.00INL (E): 916.31INL (S): 914.68INV: 913.7348" DIAR-1642SEE DETAIL C7.2/5170' - 8" PVC SDR 35 @ 0.50%MH-41-048RIM: 923.42INV: 917.1648" DIAR-1642SEE DETAIL C7.2/5EXISTING GRADEFINISHED GRADE8" PVC C900 WATER8" X 6" REDUCERCONTRACTOR TOVERIFY 12" WATERMAINLOCATION PRIOR TOCONNECTIONSEE SHEET C6.3 FOR CONTINUATION12" HDPE STORMSEWER12" HDPE STORMSEWER4" HDPE STORMSEWER8" PVC C900 WATERMAINTAIN 7.5' COVER18" RCP STORMSEWERCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.C601SCD004.DWGSANITARY & WATER PROFILESC6.2NORTH03060AVIENDA LANE/ AVIENDA COURT122 >>STS>>PROPOSED BUILDINGFFE = 924.95GFE = 924.53PROPOSED BUILDINGFFE = 925.60GFE = 925.18PROPOSED BUILDINGFFE = 926.20GFE = 925.78 PROPOSED BUILDING FFE = 926.50 GFE = 926.08 PROPOSED BUILDING FFE = 925.75 GFE = 925.33 PROPOSED BUILDING FFE = 925.20 GFE = 924.78 PROPOSED BUILDING FFE = 923.95 GFE = 923.53 PROPOSED BUILDINGFFE = 925.70GFE = 925.28 PROPOSED BUILDING FFE = 925.15 GFE = 924.73 PROPOSED BUILDING FFE = 926.40 GFE = 925.98 PROPOSED BUILDING FFE = 926.15 GFE = 925.73 PROPOSED BUILDINGFFE = 925.00GFE = 924.58 28+10.3820+00.0021+00.0022+00.0023+00.0024+00.0025+00.0026+00.0027+00.00 28+00.0020+50.0021+50.0022+50.0023+50.0024+50.0025+50.0026 + 5 0 . 0 0 27+50.00 N C DML E K F J G I HOUTLOT A OUTLOT A 11 1 1 1 1 1 1 1 1 1 1 22 2 2 2 2 2 2 2 2 2 2 33 3 3 3 3 3 3 3 3 3 3 44 4 4 4 4 4 4 4 34 5 6 7 8 9 10 11 12 13140+00MH-41-042MH-41-045MH-41-046MH-41-047MH-41-052MH-41-044LSSLSS LSSAVIENDA WAY (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)8" 11.25°BEND8" X 6" TEE8" 11.25° BEND8" GVPER DETAIL C7.3/18" 11.25° BEND8" X 6" TEE8" PVC8" 22.5° BEND8" 45° BEND8" PVC8" PVCSAN WYE: 22+39.3INV: 916.40W.C.S ELEV: 924.59SAN WYE: 22+47.4INV: 916.43W.C.S ELEV: 924.62SAN WYE: 23+16.1INV: 916.78W.C.S ELEV: 925.06SAN WYE: 20+54.9INV: 915.42W.C.S ELEV: 923.67SAN WYE: 20+62.9INV: 915.46W.C.S ELEV: 923.70SAN WYE: 21+07.2INV: 915.69W.C.S ELEV: 923.88SAN WYE: 21+15.3INV: 915.73W.C.S ELEV: 923.91SAN WYE: 21+87.0INV: 916.18W.C.S ELEV: 924.38SAN WYE: 21+95.0INV: 916.21W.C.S ELEV: 924.41SAN WYE:23+42.2INV: 916.94W.C.S ELEV: 925.17SAN WYE: 23+50.2INV: 916.99W.C.S ELEV: 925.20SAN WYE: 24+18.2INV: 917.43W.C.S ELEV: 925.22SAN WYE: 24+26.2INV: 917.46W.C.S ELEV: 925.17SAN WYE: 24+70.4INV: 917.65W.C.S ELEV: 924.90SAN WYE: 24+78.5INV: 917.68W.C.S ELEV: 924.85SAN WYE: 25+47.0INV: 918.03W.C.S ELEV: 924.20SAN WYE: 25+55.1INV: 918.08W.C.S ELEV: 924.16SAN WYE: 25+99.3INV: 918.34W.C.S ELEV: 923.88SAN WYE: 26+07.3INV: 918.39W.C.S ELEV: 923.83SAN WYE: 27+47.9INV: 914.00W.C.S ELEV: 922.74SAN WYE: 27+39.8INV: 914.04W.C.S ELEV: 922.79SAN WYE: 27+05.8INV: 914.25W.C.S ELEV: 923.34SAN WYE: 26+98.2INV: 914.28W.C.S ELEV: 923.37SAN WYE: 26+23.3INV: 918.90W.C.S ELEV: 924.50SAN WYE: 26+20.3INV: 918.84W.C.S ELEV: 924.46SAN WYE: 26+00.1INV: 918.59W.C.S ELEV: 923.87SAN WYE: 25+92.0INV: 918.56W.C.S ELEV: 923.93SAN WYE: 25+35.0INV: 918.57W.C.S ELEV: 924.41SAN WYE: 25+08.9INV: 919.38W.C.S ELEV: 924.61SAN WYE: 25+00.8INV: 919.84W.C.S ELEV: 924.61SAN WYE: 24+35.2INV: 919.79W/ 2' RISERW.C.S ELEV: 925.19SAN WYE: 24+43.2INV: 919.84W/ 2' RISERW.C.S ELEV: 925.15SAN WYE: 23+91.0INV: 919.53W/ 2' RISERW.C.S ELEV: 925.35SAN WYE: 23+87.9INV: 919.55W/ 2' RISERW.C.S ELEV: 925.35SAN WYE: 23+26.1INV: 919.16W/ 2' RISERW.C.S ELEV: 925.05SAN WYE: 23+18.0INV: 919.12W/ 2' RISERW.C.S ELEV: 925.01SAN WYE: 22+73.8INV: 918.93W/ 2' RISERW.C.S ELEV: 924.82SAN WYE: 22+65.7INV: 918.89W/ 2' RISERW.C.S ELEV: 924.80SAN WYE: 22+09.2INV: 918.59W/ 2' RISERW.C.S ELEV: 924.43SAN WYE: 21+83.0INV: 918.43W/ 2' RISERW.C.S ELEV: 924.31SAN WYE: 21+74.9INV: 918.38W/ 2' RISERW.C.S ELEV: 924.29SAN WYE: 21+18.4INV: 917.99W/ 2' RISERW.C.S ELEV: 923.90SAN WYE: 21+10.4INV: 917.95W/ 2' RISERW.C.S ELEV: 923.86SAN WYE: 20+66.1INV: 917.75W/ 2' RISERW.C.S ELEV: 923.69SAN WYE: 20+58.1INV: 917.71W/ 2' RISERW.C.S ELEV: 923.67HYDRANT WITH 6" GATEVALVE & BOX6" PVC C900 LEADFLANGE ELEV: 924.33HYDRANT WITH 6" GATEVALVE & BOX6" PVC C900 LEADFLANGE ELEV: 925.168" GV (3)PER DETAIL C7.3/190591091592092593093590591091592092593093519+75921.9922.9420+00922.0923.08922.0923.2120+50922.0923.35922.0923.4821+00922.0923.62922.0923.7521+50922.0923.89922.0924.0222+00922.0924.16922.0924.3022+50921.7924.43921.3924.5723+00920.9 924.70 920.4 924.8423+50920.0 924.97 919.7 925.0324+00919.4 924.91 919.1 924.7124+50918.7 924.51 918.5 924.3125+00918.4 924.11 918.3 923.9125+50918.2 923.72 917.9 923.5226+00917.6 923.32 917.4 923.1226+50917.5 922.92 917.3 922.7227+00917.1 922.52 916.8 922.3227+50916.6 922.12 916.5 921.9228+0028+5028+75EXISTING GRADEFINISHED GRADE134' - 8" PVC SDR 35 @ 0.50%MH-41-052RIM: 922.66INV: 913.8248" DIAR-1642SEE DETAIL C7.2/5MH-41-047RIM: 923.16INV: 918.0148" DIAR-1642SEE DETAIL C7.2/5246' - 8" PVC SDR 35 @ 0.50%MH-41-046RIM: 924.88INL (S): 916.78INV: 916.6848" DIAR-1642SEE DETAIL C7.2/5229' - 8" PVC SDR 35 @ 0.50%MH-41-045RIM: 923.64INL (S): 915.54INV: 915.4448" DIAR-1642SEE DETAIL C7.2/5152' - 8" PVC SDR 35 @ 0.50%MH-41-044RIM: 923.00INL (E): 916.31INL (S): 914.68INV: 913.7348" DIAR-1642SEE DETAIL C7.2/58" PVC C900 WATER8" PVC C900 WATER6" LEAD6" LEADSEE SHEET C6.2 FOR CONTINUATIONSEE SHEET C6.1 FOR CONTINUATION18" RCP STORMSEWERMAINTAIN 7.5' COVER CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024Pipe Materials - Refer to utility profiles and 2023 City of Chanhassen Specifications.Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Chanhassen standards.Connect to City utilities in accordance with City of Chanhassen standards.All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Reserved.Reserved.Reserved.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.1.Reserved.Coordinate with private utilities to provide electric, natural gas, and communications services.See Site Lighting Plan for additional information.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.GENERAL NOTESUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.C601SCD004.DWGSANITARY & WATER PROFILESC6.304080NORTHAVIENDA WAY123 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NO SCALEROCK CONSTRUCTIONENTRANCE1NO SCALESILT FENCE2NO SCALECATCH BASINSEDIMENT TRAP3NO SCALETYPICAL CURB& GUTTER4NO SCALECURB CONSTRUCTIONAT CATCH BASIN5NO SCALETYPICAL CURBRADIUS6NO SCALESTREET INTERSECTIONCONCRETE VALLEY GUTTER7NO SCALEPAVEMENT DRAIN TILE8NO SCALECONCRETESIDEWALK9C701SCD004CIVIL CONSTRUCTIONDETAILSC7.1124 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NO SCALEMANHOLE CASTINGS& LIDS DETAIL1NO SCALESTANDARD STORMMANHOLE2NO SCALETYPICAL 4' DIAMETERCATCH BASIN MANHOLE3NO SCALEFLARED END SECTION& TRASH GUARD4NO SCALESTANDARD SANITARYSEWER MANHOLE5NO SCALESANITARY SEWER INSIDEDROP MANHOLE6NO SCALETYPICAL SANITARY SEWER SERVICE(LESS THAN 16' DEEP)7NO SCALETYPICAL WATERSERVICE8NO SCALETYPICAL HYDRANTINSTALLATION9C701SCD004CIVIL CONSTRUCTIONDETAILSC7.2125 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NO SCALETYPICAL GATE VALVE& BOX INSTALLATION1NO SCALEPIPE BEDDING INPOOR SOILS2NO SCALEPIPE BEDDING FORPVC PIPE3NO SCALEINSULATED PIPECROSSING4SLOPEVARIESM I N 7" 3"MAX10"MIN2"M A XMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.NO SCALETEMPORARY COMPOST/BIO LOG545dCOMPOST / BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGNO SCALEFES RIP RAP6NO SCALENYLOPLAST DRAIN BASIN7NO SCALE2' X 3' CATCH BASIN8C701SCD004CIVIL CONSTRUCTIONDETAILSC7.3NO SCALENYLOPLAST INLINE DRAIN9126 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NO SCALEUNDERGROUND CISTERN SECTIONBACKFILLPROPOSEDGROUND SURFACEINV=910.2542" (TYP.)6"6"NON-WOVENGEOTEXTILEFABRICSOLID WALL HDPENATIVE SOIL40 MIL PE IMPERMEABLELINER ON SIDES ANDBOTTOM (SEAL SEAMS)1NO SCALEUNDERGROUND FILTRATION SYSTEMBACKFILLPROPOSEDGROUND SURFACEINV=908.0060" (TYP.)2'6"NON-WOVENGEOTEXTILEFABRICPERFORATED CMPNATIVE SOILBACKFILL PER PIPEMANUFACTURER12"30"40 MIL PE IMPERMEABLELINER ON SIDES ANDBOTTOM (SEAL SEAMS)330"PERFORATED DRAIN TILE PVC(REFER TO PLAN FOR SIZE & LAYOUT)24" SAND FILTRATION LAYERCLEAN CONCRETE SAND(AASHTO M-6 OR ASTM C-33)NOTE: ALL DRAIN TILE SHALL BE CONNECTED WITHAPPROPRIATE PVC BENDS AND TEES PER THELAYOUT ON THE UTILITY PLAN. REFER TO UTILITYPLAN FOR DRAIN TILE OUTLET LOCATION. ALL DRAINTILE SHALL HAVE A MINIMUM SLOPE OF 0.5%. ALLDRAIN TILE ENDS SHALL HAVE A 6" CLEANOUT.INV=906.00NO SCALEPEDESTRIAN CURB RAMP4C701SCD004CIVIL CONSTRUCTIONDETAILSC7.42'4" 6"100' MAX. (TYP)NOTE:RISER PIPE SHALL BE EXTENDED ABOVE GROUND LEVELINITIALLY & THEN CUT BACK TO MATCH FINAL GRADEFLOWNO SCALECLEAN-OUT STRUCTURE212"PVC THREADEDCAP & PLUG(SIZE VARIES, SEE PLAN)SIZE VARIES(SEE PLAN)PVC LONG SWEEP45° BEND (SIZE VARIES, SEE PLAN)PVC WYE(SIZE VARIES, SEE PLAN)ENCASE IN CONCRETECONCRETE RINGIN LANDSCAPINGCONCRETE RINGIN PAVEMENTNEENAH CASTING TYPE R-1976CLEAN-OUT OR DOWN STREAM MAIN LINEEND CAP AT END RUNS(SIZE VARIES, SEE PLAN)PVC(SIZE VARIES, SEE PLAN)2" MIN. CHOKING STONE: #8, #78, or #89 (TYP.)3" MIN. WASHED #57 STONE (TYP.)Clean SandPVC Sock2" Choker Course (#8, #78, or #89 Stone)#57 Stone (Pipe width + 2" above pipe)NON-WOVENGEOTEXTILEFABRICNON-WOVENGEOTEXTILEFABRICNO SCALESTORM SEWER MANHOLEW/ PRESERVER & SKIMMER5NO SCALEBACKFILL PER PIPEMANUFACTURER12"127 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024NO SCALE2'X3' STORM SEWER CATCH BASIN WITH PRESERVER1AAPLANSECION B-B4' (TYP)3' (TYP)PAVEMENTFLOW LINE3'-6"MATCH TOP OF CURBWITH TOP OF CASTING"PRESERVER"ENERGY DISSIPATEROR APPROVED EQUAL3' SUMP 10"4" CONCRETE PADR-1878-B7LCONTRACTOR TO CUT OUT 2' WIDE INLET ANDOUTLET. ADJUST TOP OF STRUCTURE TO ACCEPTINVERTED FRAME.6" NOMINAL RIP RAP(CLASS I)GEOTEXTILE FILTER, MNDOT SPEC. 3733, SHALLCOVER BOTTOM AND SIDES OF THE AREA EXCAVATEDFOR THE RIP RAP.SECTION A-ABB3'-6"6"6"6"14"2"BACK OF CURBFLOWLINE2'C701SCD004CIVIL CONSTRUCTIONDETAILSC7.5FLOW LINE OFCURB CUT OUTLET = ARIM ELEVATION = B(MATCHES BACK OF CURB)1300 / 13011500 / 1501920.60922.84STRUCTUREA923.17920.93920.10922.34BCSTRUCTURE TABLE919.93922.17DINLET ELEVATION = COUTLET ELEVATION = D10'2.5'SLOPENO SCALEJELLYFISH JF4 FILTER2128 BLUFF CREEK BLVD.AVIENDA PARKWAY>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>BLUFF CREEK BLVD.AVIENDA PARKWAY>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>MH-41-042MH-41-043MH-41-048MH-41-045MH-41-046MH-41-047MH-41-052MH-41-051MH-41-050MH-41-049MH-41-044SAN STUBINV: 900.20CAP STUBLSS LSSLSSLSS EX. MH-41-031SAN>SAN>SAN>SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >STS>>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>20.91BC17.85BC24.20BC22.65BC22.90BC30' VISIBILITYTRIANGLES30' VISIBILITYTRIANGLESL7.13STEEP SLOPE PLANTING (TYP)L7.12CONIFEROUS TREEPLANTING (TYP)L7.11DECIDUOUS TREEPLANTING (TYP)L2.2ENLARGED LANDSCAPE PLANNORTH11(TYP)11(TYP)11(TYP)11(TYP)11(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)(1) AGAB(2) TIMO(2) TIMO(1) GYDI(1) BENI(1) PIGL(1) CASP(2) PSED(2) ABCO(1) PIST(1) PIGL(1) PIST(1) PIGL(1) ABCO(1) BENI(2) GTSK(2) GTSK(2) TIMO(2) TIMO(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) TIMO(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) TIMO(1) ACRU(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) AGAB(3) THTY(1) BENI(1) BENI(1) BENI(1) BENI(1) BENI(1) GTSK(2) GTSK(2) THTY(1) BENI(1) BENI(1) BENI(1) BENI(4) THUL(4) THUL(4) THUL(6) THUD(9) THUD(4) THUD(6) THUD(5) THUD(2) THUD(2) THUD(5) THUD(2) THUD(2) THUD(7) THUD(2) THUD(2) THUD(5) THUD(5) THUD(2) THUD(2) THUD(5) THUD(2) THUD(2) THUD(7) THUD(4) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(4) THUD(9) THUD(2) THUD(2) THUD(9) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(2) THUD(2) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(1) PISY(1) PIDE(1) PRUN(2) PRUN(1) PRUN(1) ABCO(1) ABCO(2) CASP(1) ALGL(1) PRUN(1) PIDE(2) PSED(4) ALRU(1) GTSU(1) GTSU(2) PRUN(2) ALRU(1) CASP(2) PRUN(3) ALRU(2) BEND(2) TAB4(1) CASP(4) THUD(4) THUD(4) THUD(4) THUD(4) THUD(4) THUD(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(8) THUD(5) THUD(5) THUD(8) THUD(4) THUD(5) THUD(8) THUD(9) THUD(3) THUD(4) THUD(9) THUD(6) THUD(6) THUD(6) THUD(6) THUD(4) THUD(6) THUD(1) AFAB(3) ALRU(2) PISY(1) PISY(1) AFAB(2) TAB4(1) AFAB(1) TAB4(1) AFAB(2) PRUN(1) CASP(1) AFAB(3) AFAB(1) CASP(1) AFAB(2) GTSU(2) TAB4(1) AFAB(1) GYDI(1) TAB4(1) TAB4(1) TAB4(1) AGAB(1) AGABL2.3ENLARGED LANDSCAPE PLANSOUTH11(TYP)15(TYP)15(TYP)15(TYP)15(TYP)SYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO5Abies concolor / White Fir40`H x 20`W8` HTB & BPIGL3Picea glauca / White Spruce50`H x 20`W6`B & BPIDE2Picea glauca 'Densata' / Black Hills White Spruce45`H x 20`W6` Ht.B & BPIST2Pinus strobus / Eastern White Pine65`H x 30`W6`B & BPISY4Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BPSED4Pseudotsuga menziesii / Douglas Fir40`H x 20`W6` HEIGHTB&BTHTY5Thuja occidentalis `Techny` / Techny Arborvitae15`H x 10`W6` Ht.B & BOVERSTORY TREESACRU11Acer rubrum `Autumn Spire` / Autumn Spire Maple50`H x 25`W2.5" CAL.B & BAFAB10Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BBENI11Betula nigra / River Birch60`H x 50`W2.5"CalB & BCASP7Catalpa speciosa / Northern Catalpa60`H x 40`W2.5"CalB & BGTSK7Gleditsia triacanthos `Skyline` / Skyline Honeylocust40`H x 30`W2.5"CalB & BGTSU4Gleditsia triacanthos `Suncole` TM / Suncole Honeylocust40`H x 25`W2.5"CalB & BGYDI10Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTAB410Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5" CAL.B & BTIMO11Tilia mongolica `Harvest Gold` / Harvest Gold Linden40`H x 30`W2.5"CalB & BUNDERSTORY TREESALGL1Alnus glutinosa / European Alder45`H x 15`W1"CalPOTALRU12Alnus incana rugosa / Speckled Alder25`H x 10`W1"CalPOTAGAB4Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BBEND3Betula nigra `Dura Heat` / Dura Heat River Birch35`H x 18`W2.5"CalB & BPRUN11Prunus sargentii / Sargent Cherry25`H x 25`W1.5"CalPOTSHRUBSAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYMK2Syringa pubescens `Miss Kim` / Miss Kim Korean Lilac6`H x 6`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUD342Thuja occidentalis 'Degroot's Spire' / Degroot's Spire Arborvitae20`H x 6`W6` HEIGHTB&BTHUL132Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTTHOJ1Thuja occidentalis `Bail John` / Technito Arborvitae6`H x 2.5`W3 GAL.POTWEFB12Weigela florida `Bokraspiwi` / Spilled Wine Weigela2`H x 3`W2 GAL.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTGRASSESCARE9Carex pensylvanica / Pennsylvania Sedge1.5`H x 2`W1 GAL.POTMISP3Miscanthus purpurascens / Silver Grass5`H x 3`W#3 Cont.POTPERENNIALSHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTPERS2Perovskia atriplicifolia / Russian Sage4`H x 4`W#3POTSEDJ7Sedum telephium 'Dark Magic' / Dark Magic Stonecrop1.5`H x 2`W2 GAL.POTSEDM8Sedum x `Autumn Joy` / Autumn Joy Sedum2`H x 2`W#2POTCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 02/27/2024L201SCD004.DWGOVERALLLANDSCAPE PLANL2.1NORTH050100Contact Utility Service providers for field location of services 72 hours prior tobeginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of NurserymenStandards and be of hardy stock, free from disease, infestation, damage, anddisfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood andpruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds ofcommercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed byConstruction. Coordinate with grading contractor to ensure final design grades aremet.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approvedequal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal spacing. For discrepancybetween the number of plants on the Schedule and the number shown on theDrawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees notplaced within a Shrub or Perennial Planting Bed. Edging is not required, unlessnoted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all plantingbeds unless noted otherwise. Landscape fabric shall be installed under all areasof rock mulch. Secure all edges and seams of fabric with 6-inch landscapestaples.Irrigation shall be designed by irrigation contractor. Contractor shall submitdesign plan and all shop drawings and system components to LandscapeArchitect for review, prior to purchase and installation. Contractor shall follow allapplicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after thelast plant has been installed and the Landscape Architect has approved theinstallation. Landscape contractor is responsible for replacing any and all plantmaterial that dies during the warranty period. Landscape contractor shall assumeall costs to any replacements. All replacements shall be same species and sizesand equal or better vigor as original installation.Seed mixture BWSR 33-262 (Dry Swale/Pond) as defined in current BWSRSeeding Manual. Seed mixture MNDOT 25-151 (Residential Turf) as defined incurrent MNDOT Seeding Manual. Native Seeds shall be of Minnesota origin andcertified by the Minnesota Crop Improvement Association (MCIA). Provideverifying documentation to the Owner 30 days minimum prior to installation.Follow current MNDOT Seeding Manual for planting instructions for establishmentof native seed and provide coordination for required erosion prevention andsediment control.2.3.4.5.6.8.9.10.13.14.15.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULECITY REQUIREMENTSMinimum of one (1) deciduous or coniferous overstory tree placed in front yard of each lot.City Approved Tree List (Sec. 18-61)Sodded turf. See Note #7LEGEND7.11.53 lotsRequiredProposed53106Rock Mulch. See Note #1212.Trees propsed for Avienda Parkway and Bluff Creek BoulevardBWSR 33-262 Dry Swale/Pond Seed Mix.15.Seed at rate of 44 lbs/acre.MNDOT Residential Turf Seed Mix.Seed at rate of 200 lbs/acre.With MNDOT Category 35 Erosion Control Blanket.With MNDOT Category 35 Erosion Control Blanket.129 GF=922.0914.5FBWO914.0GF=922.0914.5FBWO914.0MH-41-042MH-41-043MH-41-048MH-41-045MH-41-046MH-41-044LSSLSSEX. MH-41-031SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >STS>>STS>>STS>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >> STS >> STS >> STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STSSTS>>STS >>STS >> >>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST S >>24.20BC22.65BC22.90BCAVIENDA PARKWAY (1) AGAB(2) TIMO(2) TIMO(1) GYDI(1) BENI(1) PIGL(1) CASP(2) PSED(1) PIGL(1) PIGL(1) ABCO(2) ACRU(2) ACRU(2) ACRU(2) ACRU(2) ACRU(1) GYDI(1) GYDI(1) TIMO(1) ACRU(1) GYDI(1) GYDI(1) GYDI(1) GYDI(1) AGAB(3) THTY(1) BENI(1) BENI(1) BENI(2) THTY(1) BENI(1) BENI(1) BENI(2) THUD(5) THUD(5) THUD(2) THUD(2) THUD(5) THUD(2) THUD(2) THUD(7) THUD(4) THUD(6) THUD(9) THUD(5) THUD(2) THUD(2) THUD(5) THUD(8) THUD(5) THUD(4) THUD(2) THUD(6) THUD(9) THUD(2) THUD(2) THUD(6) THUD(2) THUD(2) THUD(6) THUD(9) THUD(6) THUD(1) PRUN(1) ABCO(1) ABCO(2) CASP(1) ALGL(1) PRUN(1) PIDE(4) THUD(4) THUD(4) THUD(4) THUD(4) THUD(4) THUD(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(8) THUD(5) THUD(5) THUD(8) THUD(4) THUD(9) THUD(6) THUD(1) AFAB(2) PISY(1) PISY(1) AFAB(2) TAB4(1) AFAB(1) TAB4(1) TAB4(1) TAB4(1) TAB430' VISIBILITYTRIANGLESL7.12CONIFEROUS TREEPLANTING (TYP)L7.11DECIDUOUS TREEPLANTING (TYP)L7.14SHRUBPLANTING (TYP)8(TYP)12(TYP)8(TYP)7(TYP)L7.14SHRUBPLANTING (TYP)L7.13STEEP SLOPEPLANTING (TYP)L2.4ENLARGED FOUNDATIONPLANL7.212'x3' CATCH BASIN(TYP)SYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO3Abies concolor / White Fir40`H x 20`W8` HTB & BPIGL3Picea glauca / White Spruce50`H x 20`W6`B & BPIDE1Picea glauca 'Densata' / Black Hills White Spruce45`H x 20`W6` Ht.B & BPISY3Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BPSED2Pseudotsuga menziesii / Douglas Fir40`H x 20`W6` HEIGHTB&BTHTY3Thuja occidentalis `Techny` / Techny Arborvitae15`H x 10`W6` Ht.B & BOVERSTORY TREESACRU8Acer rubrum `Autumn Spire` / Autumn Spire Maple50`H x 25`W2.5" CAL.B & BAFAB2Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BBENI5Betula nigra / River Birch60`H x 50`W2.5"CalB & BCASP3Catalpa speciosa / Northern Catalpa60`H x 40`W2.5"CalB & BGYDI5Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTAB46Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5" CAL.B & BTIMO4Tilia mongolica `Harvest Gold` / Harvest Gold Linden40`H x 30`W2.5"CalB & BUNDERSTORY TREESALGL1Alnus glutinosa / European Alder45`H x 15`W1"CalPOTAGAB2Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BPRUN1Prunus sargentii / Sargent Cherry25`H x 25`W1.5"CalPOTSHRUBSTHUD162Thuja occidentalis 'Degroot's Spire' / Degroot's Spire Arborvitae20`H x 6`W6` HEIGHTB&BTHUL32Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 02/27/2024L202SCD004.DWGENLARGED LANDSCAPE PLANNORTHL2.2NORTH03060Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal spacing. Quantities shown on this sheet are for this sheet only. Quantities on this sheet are for a typical group of four units and do notreflect total quantities for design of all units. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch.Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchaseand installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscapecontractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacementsshall be same species and sizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULESodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek BoulevardMATCHLINE - SEE SHEET L2.3MATCHLINE - SEE SHEET L2.3BWSR 33-262 Dry Swale/Pond Seed Mix.MNDOT Residential Turf Seed Mix.130 BLUFF CREEK BLVD.BLUFF CREEK BLVD.MH-41-046MH-41-047MH-41-052MH-41-051MH-41-050LSSLSS SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SANSTS>>STS>>STS>>STS>>STS>>STS>>S T S > >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>20.91BC17.85BC(2) ABCO(1) PIST(1) PIST(1) BENI(2) GTSK(2) GTSK(2) TIMO(2) TIMO(2) TIMO(1) GYDI(1) GYDI(1) BENI(1) BENI(1) GTSK(2) GTSK(1) BENI(4) THUL(4) THUL(4) THUL(6) THUD(9) THUD(4) THUD(6) THUD(5) THUD(2) THUD(2) THUD(5) THUD(2) THUD(2) THUD(7) THUD(2) THUD(9) THUD(2) THUD(2) THUD(9) THUD(6) THUD(2) THUD(1) PISY(1) PIDE(1) PRUN(2) PRUN(2) PSED(4) ALRU(1) GTSU(1) GTSU(2) PRUN(2) ALRU(1) CASP(2) PRUN(3) ALRU(2) BEND(2) TAB4(1) CASP(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUL(4) THUD(5) THUD(8) THUD(9) THUD(3) THUD(6) THUD(6) THUD(6) THUD(4) THUD(6) THUD(3) ALRU(1) AFAB(2) PRUN(1) CASP(1) AFAB(3) AFAB(1) CASP(1) AFAB(2) GTSU(2) TAB4(1) AFAB(1) GYDI(1) AGAB(1) AGAB30' VISIBILITYTRIANGLESL7.11DECIDUOUS TREEPLANTING (TYP)L7.13STEEP SLOPEPLANTING (TYP)L7.14SHRUBPLANTING (TYP)L7.14SHRUBPLANTING (TYP)L2.51ENLARGED FEATURESPLANL7.12CONIFEROUS TREEPLANTING (TYP)CHECK UTILITY CROSSINGCROSSING #35678910111314151617182122CROSSING NETWORKSSANITARY PROPOSED : WATERMAIN PROPOSEDSANITARY PROPOSED : PROPOSED STORMPROPOSED STORM : SANITARY PROPOSEDPROPOSED STORM : SANITARY PROPOSEDPROPOSED STORM : SANITARY PROPOSEDPROPOSED STORM : SANITARY PROPOSEDSANITARY PROPOSED : PROPOSED STORMPROPOSED STORM : SANITARY PROPOSEDPROPOSED STORM : WATERMAIN PROPOSEDPROPOSED STORM : WATERMAIN PROPOSEDPROPOSED STORM : WATERMAIN PROPOSEDPROPOSED STORM : WATERMAIN PROPOSEDPROPOSED STORM : WATERMAIN PROPOSEDPROPOSED STORM : WATERMAIN PROPOSEDPROPOSED STORM : PROPOSED STORMPROPOSED STORM : PROPOSED STORMUPPER PIPE BOTTOM ELEVATION = = = =SANITARY PROPOSED = 913.61SANITARY PROPOSED = 916.91PROPOSED STORM = 916.25PROPOSED STORM = 917.65PROPOSED STORM = 916.74PROPOSED STORM = 915.74SANITARY PROPOSED = 912.90PROPOSED STORM = 908.86PROPOSED STORM = 914.71PROPOSED STORM = 914.97PROPOSED STORM = 916.33PROPOSED STORM = 915.68PROPOSED STORM = 917.57PROPOSED STORM = 910.56PROPOSED STORM = 908.04PROPOSED STORM = 912.23 = = = =WATERMAIN PROPOSED = 911.99PROPOSED STORM = 914.98SANITARY PROPOSED = 915.47SANITARY PROPOSED = 913.79SANITARY PROPOSED = 914.16SANITARY PROPOSED = 914.00PROPOSED STORM = 912.08SANITARY PROPOSED = 900.47WATERMAIN PROPOSED = 913.19WATERMAIN PROPOSED = 912.08WATERMAIN PROPOSED = 914.81WATERMAIN PROPOSED = 913.81WATERMAIN PROPOSED = 912.14WATERMAIN PROPOSED = 908.77PROPOSED STORM = 906.30PROPOSED STORM = 910.86SYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO2Abies concolor / White Fir40`H x 20`W8` HTB & BPIDE1Picea glauca 'Densata' / Black Hills White Spruce45`H x 20`W6` Ht.B & BPIST2Pinus strobus / Eastern White Pine65`H x 30`W6`B & BPISY1Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BPSED2Pseudotsuga menziesii / Douglas Fir40`H x 20`W6` HEIGHTB&BOVERSTORY TREESAFAB7Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BBENI4Betula nigra / River Birch60`H x 50`W2.5"CalB & BCASP4Catalpa speciosa / Northern Catalpa60`H x 40`W2.5"CalB & BGTSK7Gleditsia triacanthos `Skyline` / Skyline Honeylocust40`H x 30`W2.5"CalB & BGTSU4Gleditsia triacanthos `Suncole` TM / Suncole Honeylocust40`H x 25`W2.5"CalB & BGYDI3Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTAB44Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5" CAL.B & BTIMO6Tilia mongolica `Harvest Gold` / Harvest Gold Linden40`H x 30`W2.5"CalB & BUNDERSTORY TREESALRU12Alnus incana rugosa / Speckled Alder25`H x 10`W1"CalPOTAGAB2Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BBEND2Betula nigra `Dura Heat` / Dura Heat River Birch35`H x 18`W2.5"CalB & BPRUN9Prunus sargentii / Sargent Cherry25`H x 25`W1.5"CalPOTSHRUBSTHUD138Thuja occidentalis 'Degroot's Spire' / Degroot's Spire Arborvitae20`H x 6`W6` HEIGHTB&BTHUL68Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 02/27/2024L203SCD004.DWGENLARGED LANDSCAPE PLAN SOUTHL2.3NORTH03060Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to ensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings.Place plants according to layout with proper nominal spacing. Quantities shown on this sheet are for this sheet only. Quantities on this sheet are for a typical group of four units and do not reflect total quantities fordesign of all units. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch.Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation.Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible forreplacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements.All replacements shall be same species and sizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULESodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek BoulevardMATCHLINE - SEE SHEET L2.2MATCHLINE - SEE SHEET L2.2BWSR 33-262 Dry Swale/Pond Seed Mix.MNDOT Residential Turf Seed Mix.131 AVIENDA PARKWAYAVIENDA PARKWAYLSSSAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN > SAN SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>22.90BC(1) HYDB(1) SYRP(2) HEUP(2) HYDB(2) HEUP(2) SYRP(4) THUL(1) SPIR(1) HYDB(2) WEIG(2) DIES(2) HYPE(2) AZAA(2) POTE(4) THUL(1) FORS(1) FORS(2) HYDA(1) CORB(1) SPIS(1) PHMS(1) PAEO(2) SPIS(2) PHMS(4) THUL(2) SYRP(2) WEIG(1) HYDB(2) SPIR(2) HYDB(2) HEUP(1) SYRP(1) SPIR(1) SYRP(1) SPIR(2) HEUP(1) WEIG(1) HYDBL7.15PERENNIALPLANTING (TYP)L7.14SHRUBPLANTING (TYP)8(TYP)12(TYP)12(TYP)12(TYP)12(TYP)8(TYP)8(TYP)7(TYP)7(TYP)7(TYP)12(TYP)12(TYP)SYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONSHRUBSAZAA2Azalea x 'Northern Hi-Lights' / Northern Hi-Lights Exbury Azalea4`H x 4`W3 GAL.POTCORB1Cornus sericea 'Bailadeline' / Firedance™ Red Twig Dogwood3`H x 4`W3 GAL.POTDIES2Diervilla sessilifolia 'Butterfly' / Butterfly Bush-honeysuckle3`H x 3`W3 GAL.POTFORS2Forsythia x intermedia 'Nimbus' / Show Off® Sugar Baby® Dwarf Forsythia3`H x 3`W3 GAL.POTHYDA2Hydrangea arborescens 'Abetwo' / Incrediball® Hydrangea4`H x 4`W3 GAL.POTHYDB8Hydrangea macrophylla 'Bailmacfive' / Summer Crush® Hydrangea3`H x 3`W3 GAL.POTHYPE2Hypericum kalmianum 'Ames' / Ames St. Johnswort3`H x 3`W3 GAL.POTPAEO1Paeonia x 'Festiva Maxima' / Festiva Maxima Double Peony3`H x 3`W3 GAL.POTPHMS3Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W3 GAL.POTPOTE2Potentilla fruticosa 'Goldfinger' / Goldfinger Bush Cinquefoil3`H x 3`W3 GAL.POTSPIS3Spiraea nipponica 'Snowmound' / Snowmound Spirea3`H x 3`W3 GAL.POTSPIR5Spiraea x 'NCSX2' / Double Play Doozie® Spirea3`H x 3`W3 GAL.POTSYRP7Syringa x 'SMNJRPU' / Bloomerang® Dwarf Purple Lilac3`H x 3`W3 GAL.POTTHUL12Thuja occidentalis 'Little Giant' / Little Giant Arborvitae5`H x 5`W#5 cont.POTWEIG5Weigela x 'ZR1' / Electric Love® Weigela2`H x 3`W3 GAL.POTPERENNIALSHEUP8Heuchera x 'Forever Purple' / Forever Purple Coral Bells2`H x 2`W1 GAL.POTCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 02/27/2024L204SCD004.DWGENLARGEDFOUNDATION PLANL2.4NORTH01020Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. Quantities shown on this sheet are for this sheet only. Quantities onthis sheet are for a typical group of four units and do not reflect total quantities for design of all units. For discrepancy between thenumber of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.Sodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek BoulevardPLANT SCHEDULE132 (1) BEND(3) WEFB(2) PERS(2) SYMK(1) THOJ(3) MISP(4) WEFB(9) CARE(4) SEDJ(8) SEDM(5) WEFB(3) SEDJ8(TYP)12(TYP)SYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONUNDERSTORY TREESBEND1Betula nigra `Dura Heat` / Dura Heat River Birch35`H x 18`W2.5"CalB & BSHRUBSSYMK2Syringa pubescens `Miss Kim` / Miss Kim Korean Lilac6`H x 6`W3 GAL.POTTHOJ1Thuja occidentalis `Bail John` / Technito Arborvitae6`H x 2.5`W3 GAL.POTWEFB12Weigela florida `Bokraspiwi` / Spilled Wine Weigela2`H x 3`W2 GAL.POTGRASSESCARE9Carex pensylvanica / Pennsylvania Sedge1.5`H x 2`W1 GAL.POTMISP2Miscanthus purpurascens / Silver Grass5`H x 3`W#3 Cont.POTPERENNIALSPERS2Perovskia atriplicifolia / Russian Sage4`H x 4`W#3POTSEDJ7Sedum telephium 'Dark Magic' / Dark Magic Stonecrop1.5`H x 2`W2 GAL.POTSEDM8Sedum x `Autumn Joy` / Autumn Joy Sedum2`H x 2`W#2POTCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 02/27/2024L205SCD004.DWGENLARGEDFEATURE PLANSL2.5NORTH0510Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. Quantities shown on this sheet are for this sheet only. Quantities onthis sheet are for a typical group of four units and do not reflect total quantities for design of all units. For discrepancy between thenumber of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.See Details for depth of planting soil.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabricshall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6-inch landscape staples.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.9.10.11.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.Sodded turf. See Note #7LEGEND8.12.7.Rock mulch. See Note #12Trees propsed for Avienda Parkway and Bluff Creek BoulevardPLANT SCHEDULE - MONUMENT SIGNMONUMENT SIGN1133 LUMINAIRE SCHEDULECALLOUTSYMBOLQUANTITYMOUNTINGMODELVOLTSDEFAULTELEVATIONNOTE 1S3POLEGE LIGHTING SOLUTIONS, ERL1_16E540_____120V 1P 2W18'STREET LIGHT - EXCEL APPROVEDNW crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.68MAXIMUM FOOT-CANDLES7.3MINIMUM FOOT-CANDLES0.1MINIMUM TO MAXIMUM FC RATIO0.01MAXIMUM TO MINIMUM FC RATIO102.77AVERAGE TO MINIMUM FC RATIO37.68SE crosswalk Cudd Row HomesAVERAGE FOOT-CANDLES2.39MAXIMUM FOOT-CANDLES5.2MINIMUM FOOT-CANDLES0.4MINIMUM TO MAXIMUM FC RATIO0.08MAXIMUM TO MINIMUM FC RATIO12.33AVERAGE TO MINIMUM FC RATIO5.70.00.00.70.80.00.01.72.20.00.00.03.04.00.00.00.00.00.00.10.00.00.10.11.50.60.25.32.81.22.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.40.91.10.00.00.00.00.00.00.00.00.00.00.00.00.01.10.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.20.80.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.50.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.50.70.80.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.71.11.40.91.10.80.00.00.00.00.00.00.00.00.10.10.10.20.20.30.40.40.40.30.00.00.00.10.10.30.50.90.91.11.41.20.70.60.00.00.00.00.10.10.10.10.10.20.20.20.10.40.60.71.11.21.10.80.50.30.00.10.10.10.50.40.20.10.10.10.10.20.20.10.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.10.61.50.00.00.10.41.02.40.00.10.30.71.40.20.40.81.31.61.01.30.80.70.60.91.10.90.90.70.50.40.91.41.40.90.60.50.40.30.20.81.31.21.00.60.20.20.20.20.20.70.80.80.60.40.10.10.10.10.40.50.40.30.20.10.20.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.10.10.20.30.40.10.20.40.60.81.00.30.50.91.21.30.10.20.30.60.91.31.40.90.20.40.60.81.00.60.31.10.41.11.41.11.21.2GF=927.8928.1 (FFE)927.6GF=922.0914.5FBWO0+00 1+001+31.46 0+00SAN STUBINV: 900.20CAP STUBEX. MH-41-031NW CROSSWALKSE CROSSWALKSSSAVIENDA PARKWAYBLUFF CREEK BLVDAVIENDA PARKWAYCLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 02/27/2024L401SCD004.DWGPHOTOMETRICS PLANL4.1NORTH050100PHOTOMETRICS NOTESLIGHT POLE BASE SHALL BE DESIGNED AND PROVIDED BY OTHERS. LISTED MOUNTING HEIGHTS(MH) INCLUDE HEIGHT OF POLE BASE.CALCULATIONS BASED ON EVOLVE COBRA LIGHT FIXTURES. ANY SUBSTITUTIONS NEED TOMEET CODE REQUIREMENTS.REQUIREMENTS (PER CITY OF CHANHASSEN DIRECTION)1.2.NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) FOR ROUNDABOUT LIGHTING. INTERSECTIONS AND CROSSWALKS:-COLLECTOR/COLLECTOR = 1.8 FOOT CANDLES-COLLECTOR/LOCAL = 1.6 FOOT CANDLES-LOCAL/LOCAL = 1.6 FOOT CANDLESCALCULATIONS FOR PEDESTRIAN CROSSINGS TAKEN 5' ABOVE GRADE PER NCHRP STANDARDS.ALL FIXTURES SHALL BE TYPE 'CONTEMPORARY' AS SHOWN IN GRAPHIC ON THIS SHEET.3.4.4.CALCULATION AREAS134 CLIENT REVIEWCITY SUBMITTALCITY RESUBMITTALCITY & WATERSHED SUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALWATERSHED RESUBMITTALFINAL PLAT SUBMITTALCITY RESUBMITTALSESSESSESSESSESSESSESSESSES21 APRIL 202305 MAY 202324 MAY 202324 JUL 202321 NOV 202326 DEC 202310 JAN 202426 JAN 202427 FEB 2024OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAROWHOMESCHANHASSEN, MNCITY RESUBMITTALFEBRUARY 27, 2024SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 02/27/2024L701SCD004.DWGLANDSCAPE DETAILSL7.1SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)FROM TOP OF ROOTBALL.2" X 2" X 24" WOOD STAKE SET AT ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD. SEE SPECIFICATIONS.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)TREE WRAP TO FIRST BRANCH NOTES:8' STEEL STAKE.PLACE WITHINTWO (2) INCHESOF ROOT BALL.NO SCALEDECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH(SEE PLANS)1TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BECOVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAINAPPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE (1) PER WIRE8' STEEL STAKE.PLACE TWO (2) INCHESFROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BEUTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIODAS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:NO SCALECONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDFOUR (4") INCHES SHREDDED HARDWOOD MULCH2IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NOTES:NO SCALESTEEP SLOPE PLANTINGSCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EDGE CONDITION VARIES(SEE PLANS)EDGING (SEE PLANS)PLANTING SOIL(SEE PLANS)MULCH (SEE PLANS)ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,ABOVE ROOT BALL SURFACE, CENTERED ONDOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADEEXISTING SUBGRADEORIGINAL GRADE SHALL PASS THROUGH POINTWHERE TRUNK MEETS TOP OF ROOT BALL.DIG PLANTING PIT3X WIDTH OF ROOT BALLSECTIONSECTIONPLAN VIEWSECTION VIEWROUND-TOPPED BERMROOT BALL EDGESLOPE3SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.PLACE PLANTAS SHOWN ON PLANEXISTING SUBGRADEREFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE SHRUB BED(S)FINISHED GRADEIF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUTDESTROYING SOIL MASS.DIG PLANTING PIT NO DEEPER THAN HEIGHT OFROOT BALL.NOTES:TOP OF ROOT MASSSHALL BE LEVEL WITHFINISHED GRADEPLANTING SOIL (SEE PLANS)NO SCALESHRUB PLANTINGDIG PLANTING PIT3X WIDEST DIMENSION OF ROOT BALLROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.FOUR (4) INCH HIGH SOIL BERMCONSTRUCTED AROUND ENTIREROOT BALL. BERM SHALL BEGIN AT ROOTBALL EDGE.MULCH (SEE PLANS)EDGING (SEE PLANS)412"6"MIN.MIN.SPACING VARIES(SEE PLANS)IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.NO SCALEPERENNIAL PLANTING18" MIN.SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.EXISTING SUBGRADEBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED.(SEE PLANS)REFER TO LANDSCAPE PLAN(S) FORGROUNDCOVER OUTSIDE PLANTING BEDEDGINGMULCHCREATE SAUCER AROUND PLANTWITH PLANTING SOILPERENNIALPLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1) FOOT FROM EDGE OF PLANTING BED5135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 Page 1 of 10 Project: Avienda Rowhomes, Final Plat (2023-10) City Council Review Date: March 11, 2024 Drafted By: Eric Maass, Planning Director Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer Staff Report Date: March 5, 2024 SUMMARY OF REQUEST: The applicant is requesting final plat approval for a 53-unit rowhome development project within the Avienda Planned Unit Development (PUD). ACTION REQUIRED: City Council approval requires a majority of City Council present. BACKGROUND On July 24, 2023, the Chanhassen City Council adopted the following motion pertaining to Avienda Rowhomes – Planning Case 2012-10. “The Chanhassen City Council approves the Preliminary Plat, Site Plan, and Easement Vacation for 53 rowhomes located at the southwest corner of Powers and Lyman Boulevards, contingent on staff's approval that the requirement for four-sided architecture in conformance with the PUD is being met.” FINAL PLAT The Applicant is requesting that the existing Outlot D be subdivided into 53 rowhome lots as well as Outlot A and Outlot B. Outlot A would be 6.77 acres in size and would consist of all the common areas and private roads providing access to the rowhomes. Outlot B is reserved for future development and is shown as 36.60 acres in size. And lastly, the 53 lots that would contain the proposed rowhomes. The property is zoned Planned Unit Development Regional Commercial Avienda (PUDRC). The current PUD ordinance was adopted on September 12, 2022. The proposed rowhomes are listed as planned for development within District 2 “The Village” in the approved PUD. Information pertaining to the PUD standards can be found here: Avienda Development PUD. 161 Page 2 of 10 The Final Plat as shown conforms with the previously approved preliminary plat. EASEMENTS The developer is proposing to subdivide Outlot B of the Avienda plat into 53 lots and two outlots (Outlots A and B). The lots are configured to accommodate the build-out of 53 rowhomes (Avienda Rowhomes) with all public and private utilities and other site improvements located within Outlot A. Outlot B will contain the temporary stormwater Best Management Practices (BMPs) as required by the Riley Purgatory Bluff Creek Watershed District and the city and will be further subdivided in the future as the development continues to build-out in accordance with the Avienda Planned Unit Development (PUD). Both outlots are proposed to be encumbered by public drainage and utility easements (DUE). It appears that Outlot A and the associated DUEs are configured to meet City Ordinance, e.g. there is a 10-foot- wide easement corridor abutting all public right-of-way (Sec. 18-76(b)), there is a 40-foot-wide easement over the private streets (Sec. 18-57(p)(8)), all public utilities are encumbered by adequate DUE (Sec. 18-77), etc. There are multiple private improvements within Outlot A which subsequently encroach into the public DUE. In accordance with Sec. 20-923 (Improvements and Encroachments in Public Easements) most of these improvements do not require an Encroachment Agreement, however the seat walls and monument sign abutting Avienda Parkway right-of-way may as they are located near the required 10-foot-wide DUE corridor. These private improvements have the potential to be impacted during street and/or utility maintenance in the future and therefore will require the developer to enter into an Encroachment Agreement prior to building permits being issued. Similar to the previously approved Avienda development phases the city will own and maintain stormwater infrastructure located within the right-of-way. All stormwater infrastructure located outside of the right-of-way shall be private. The Stormwater Operations and Maintenance Agreement will identify the ownership of stormwater infrastructure onsite. See the Grading and Drainage section for more information. Lastly, any previously recorded easements within the proposed subdivision must be vacated prior to or concurrently with the final plat. EXISTING CONDITIONS The proposed Avienda Rowhomes subdivision is within the Avienda PUD. Avienda received final plat approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public rights-of-way. Avienda Rowhomes is a replat of Outlot D from the initial Avienda final plat. The majority of the Avienda site has been mass graded in accordance with the grading permit issued June 4, 2021, as well as a majority of the utility construction of public utilities being completed, which began in early November 2021, in order to serve the Avienda Rowhomes development as well as future subdivisions. The city received completed street plans for the intersection of Lyman Blvd & Sunset Trail in October of 2023. The Developer, in accordance with the requirements of Carver County’s May 9, 2018, May 21, 2020, December 23, 2021, and September 9, 2022 development/access review memos, will be dedicating right-of-way to 162 Page 3 of 10 Lyman Boulevard (CSAH 18) and recording a road easement over Outlot D (Avienda Townhomes). The Developer must obtain and maintain the appropriate County access permits off Lyman Boulevard. GRADING & DRAINAGE The existing Avienda Rowhomes area is the third phase of the overall Avienda development and is located primarily within the Lake Susan subwatershed. The Rowhomes area is currently undeveloped with drainage sheet flowing from northeast to southwest towards filtration basin 47P constructed with a previous phase. In the proposed condition drainage from the majority of the Rowhomes site is collected in storm sewer and routed to a bioretention basin prior to outletting to a proposed swale. The proposed swale drains to a stormwater basin graded with a previous phase. Two tree trenches are proposed, one in the northern and one in the southern portion of the Rowhomes area. The northern tree trench will outlet to the bioretention basin. The southern tree trench will outlet to filtration basin 47P which will be converted from a surface filtration basin to an underground filtration chamber as part of the Rowhomes project. A water reuse cistern and Preserver water quality structures are also proposed within the Rowhomes site to meet stormwater management requirements. Storm sewer along the northern perimeter of the rowhome area will be realigned and reconstructed outside of the proposed building area to continue to direct drainage from the public roadways to Basin 28P. No drainage from the Rowhomes area is picked up in the realigned storm sewer on the northern boundary. All onsite storm sewer and BMPs within the Avienda Rowhomes area will be privately owned and maintained There are portions of the public stormwater sewer system that would be difficult to maintain and reconstruct with the configuration in the proposed plans because of their proximity to private property. Additionally, some modification to the proposed design is needed to clarify the delineation between public and private stormwater infrastructure. As such, the applicant shall work with city staff to address plan comments and optimize the stormwater infrastructure design of the site. EROSION CONTROL The proposed development will impact 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 Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the city for review. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. 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- 163 Page 4 of 10 contractors are identified and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. STREETS The developer is proposing access to the development via the extension of two private streets had from Avienda Parkway to the north and Bluff Creek Boulevard to the south, as well as sidewalks and shared parking areas, as seen below: Preliminary site plan illustrating the proposed street and sidewalk layout for Avienda Rowhomes 164 Page 5 of 10 The preliminary street plans appear feasible and can be constructed in accordance with City Ordinance (Sec. 18-59(p)). All newly constructed streets and sidewalks will be privately owned and maintained. The developer must provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. The acceptance of the Avienda final plat on July 12, 2021, required that during the re-platting of outlots within the development that pedestrian improvements along public streets must address pedestrian safety between residential areas and the core business area. With the ultimate build-out of Avienda incorporating commercial and recreational amenities it is anticipated that residents from the surrounding neighborhoods will walk throughout the development. In accordance with the city’s Crosswalk Policy, the newly created intersection of Avienda Lane and Avienda Parkway warrants enhanced crosswalk treatments. The developer will be required to incorporate these improvements on the final construction plans and in accordance with the Crosswalk Policy prior to recording of the final plat. Lastly, any intersection of two private streets was strongly encouraged to provide ADA curb ramps which the developer incorporated on the final plat submittals (the intersection of “Avienda Lane” and “Avienda Way” on the north and south ends). These crossings are also encouraged to provide adequate striping to define the crosswalk; this would align with the city’s Crosswalk Policy as well. SANITARY SEWER AND WATERMAIN The applicant is proposing the construction of 8-inch PVC mains for the sanitary sewer and water needs of the subdivision. The plans included with the final plat submittal generally meet the City of Chanhassen’s Standard Specifications and Detail Plates as well as Chanhassen City Code, however minor amendments are still required. As such, final construction plans will be subject to review and approval by staff prior to recording of the final plat. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated January 26, 2024 was submitted by the applicant to the city. The overall Avienda development received conditional approval from RPBCWD for Phase 3 (Avienda Rowhomes) on February 7, 2024 under Permit 2023-045. Since 165 Page 6 of 10 the Avienda Rowhome area proposed modifications to the overall stormwater management system from what was previously approved by RPBCWD updated approvals were required through the watershed District. The site is within RPBCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all new or fully reconstructed impervious areas. Soil borings were submitted with the overall development review dated April 12, 2017 as well as the results from double ring infiltrometer testing dated August 16, 2017. Based on the soil borings showing clay soils present throughout the site and the double ring infiltrometer testing show minimal exfiltration, the site was deemed a restricted site and volume abstraction requirements were dropped to 0.55 inches of volume abstraction from all new and fully reconstructed impervious areas. For the Avienda Rowhome area specifically, there is 4.19 acres of regulated impervious requiring 8,358 cubic feet of abstraction to meet the restricted site volume abstraction requirement. Stormwater capture and reuse, tree trenches and abstraction proposed within the biofiltration basin are proposed to provide volume abstraction for the Rowhome area, The total provided abstraction volume is 8,563 cubic meters, meeting the RPBCWD requirements. Minimal Impact Design Standards (MIDS) modeling was provided and reviewed to confirm the site is providing the required 90% TSS and 60% TP removal requirements. The site is currently shown to meet the required water quality requirements through use of the water reuse system and downstream stormwater ponds. The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide final versions of all modeling (HydroCAD and MIDS) and Stormwater Management Plan (SWMP) report to address remaining comments and confirm rate, volume and water quality requirements are met as part of the final subdivision plan approval. The proposed BMPs and stormwater infrastructure located outside of the Right of Way (ROW) are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the systems will be cleaned out including the underground filtration chambers proposed in the construction plans. The proposed BMPs are located outside of drainage and utility easements. Storm Water Utility Connection Charges City Ordinance sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. 166 Page 7 of 10 This fee will be applied to the new lots of record being created. The fees will be assessed at the rate in effect at that time; 2024 rates are $17,160.00 per acre for high-density residential: The SWMP fee on this project is $48,527.42. However, this SWMP fee is to be adjusted down by 50% based on Code Sect. 18-63 (stormwater design to Nationwide Urban Runnoff Program (NURP) standards). As such, the net SWMP fee due at the time of final plat would be $24,263.71. ASSESSMENTS Water and sewer partial hookups are either due at the time of final plat or can be postponed until building permit applications are received in which the entire hookup fee is due. The Developer has elected to defer the partial hookup fees until building permit applications are received. The hookup fees will be assessed at the rate in effect at that time; 2024 rates for hookup fees are $2,480.00 per unit for sanitary sewer and $9,190.00 per unit for water. FEES Based on the proposal the following fees would be collected according to rates in effect for 2024 with the development contract: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder: $39,765.01 b) Surface water management fee: $17,160/acre * 50% (NURP reduction), or $24,263.71 c) Park dedication fee: $5,800/dwelling (partially waived, credit), or $48,600.00 d) GIS fees: $100 for the plat plus $30 per parcel, or $1,690.00 e) Street light operating fee for one year: $1,000 per light, or $0.00 RECOMMENDATION PLANNING 1. The Developer shall submit HOA documents establishing a homeowner’s association for the ownership of Outlot A (common area lot), and maintenance of all lots within the plat (townhome units and common area lot), and the private roads and utilities serving the development at the time of final plat approval, subject to review and approval of City staff and the City Attorney. Developer shall record a deed to the HOA for Outlot A at the time of final plat recording. Condition still applies. PER ACRE FEE ACRES FEE $17,160 43.22 741,585.39$ $17,160 5.098829201 (87,495.91)$ $17,160 35.28916437 (605,562.06)$ 2.83 48,527.42$ NURP Reduction (50%)24,263.71$ AREA GROSS AREA OUTLOT A OUTLOT B NET AREA SURFACE WATER DEVELOPMENT FEE 167 Page 8 of 10 2. Staff recommends that additional architectural detailing be added to the sides and rear of the proposed 3-plex and 4-plex rowhome units. This could be achieved by continuing the brick material shown on the front of the units along the first floor of the units and then up the face of the building in strategic locations that provide architectural interest. Condition has been met. 3. Updated architectural drawings/renderings are necessary to clarify what the actual rooflines are proposed to be with this rowhome development. Rooflines shall contribute to architectural interest of the project and should avoid long, flat, unadorned roof lines. Condition has been met. ENGINEERING: 1. The developer shall enter into Encroachment Agreements for private improvements (e.g., seat walls and monument signage) located within the 10-foot-wide public drainage and utility corridor abutting Avienda Parkway right-of-way prior to issuance of building permits. Condition still applies. 2. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. Condition still applies. 3. Final street plans for the intersection of Lyman Boulevard and Sunset Trail must be completed and approved by the city and County prior to recording the final plat. Condition has been met. 4. The developer must obtain the appropriate County access permits off Lyman Boulevard and Powers Boulevard prior to building permits being issued. Condition has been met. 5. The applicant and their Engineer shall work with city staff in amending the construction plans, dated May 24, 2023 February 27, 2024 prepared by Steve Sabraski, PE and Josh Popehn, PE with Landform, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. Condition has been modified for clarity, and still applies. 6. All newly constructed streets and sidewalks will be privately owned and maintained by a homeowner’s association. The developer shall provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. Condition still applies. 7. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required prior to final plat approval. Condition has been met. 8. The developer shall incorporate with the final construction plans warranted crosswalk enhancements at the intersection of Avienda Parkway and “Avienda Lane” per the city’s Crosswalk Policy with the final plans upon final plat submittal for review and approval prior to recording of the final plat. Condition has been modified for clarity, and still applies. 168 Page 9 of 10 9. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. Condition still applies. 10. The applicant will be required to enter into a Development Contract with the city and all applicable securities and fees provided prior to recording of the final plat. Condition still applies. 11. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, etc.). Condition still applies. WATER RESOURCES: 1. If the site design is not modified in order to provide the previously approved abstracted volume, approval of the reduction in abstracted volume from RPBCWD shall be obtained prior to submitting final construction plans. Condition has been met. 2. The applicant shall provide a copy of conditional approval from the RPBCWD as part of the final plat submittal. Condition has been met. 3. The applicant shall update the models (HydroCAD and MIDS) per city and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal and final construction plans for water reuse and irrigation system is subject to approval by the City Engineer. Condition has been modified for clarity, and still applies. 4. The applicant shall work with staff to revise the design of the storm sewer pipes and structures which are adjacent to the proposed rowhomes prior to the final plat submittal. See construction plan comments for specifics. Condition still applies. 5. The applicant shall provide additional details on the proposed water reuse and irrigation system including details on the design of the cistern and how it will hold water to be used for irrigation with the final plat submittal. Condition has been met. 6. The applicant shall update the approved Operations and Maintenance Agreement with any changes in the proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. Condition still applies. Fire Department Notes: 1. All rowhomes will require fire sprinkler systems – 13D or 13R depending on construction type. Condition still applies. 2. Road widths under 26 feet require no parking signs on both sides of street. Condition still applies. 3. Road widths under 32 feet (26 – 32) require no parking signs on one side of street. Condition still applies. 4. Developer shall install hydrants at locations approved by the City’s Fire Marshall. Condition still applies. 169 Page 10 of 10 Building Department Notes: 1. The buildings are required to have automatic fire extinguishing systems. Condition still applies. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. Condition still applies. 3. A building permit must be obtained before beginning any construction. Condition still applies. 4. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Condition still applies. 5. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. Condition still applies. 6. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. Condition still applies. 7. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. Condition still applies. 170 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AVIENDA ROWHOMES DEVELOPMENT CONTRACT (Developer Installed Improvements) 171 i TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL ............................................................................ SP-1 2. CONDITIONS OF PLAT APPROVAL ........................................................................ SP-1 3. DEVELOPMENT PLANS ............................................................................................ SP-1 4. IMPROVEMENTS ........................................................................................................ SP-2 5. TIME OF PERFORMANCE ......................................................................................... SP-2 6. SECURITY .................................................................................................................... SP-2 7. NOTICE ......................................................................................................................... SP-3 8. OTHER SPECIAL CONDITIONS................................................................................ SP-3 9. GENERAL CONDITIONS ........................................................................................... SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED ................................................................................................. GC-1 2. PHASED DEVELOPMENT ........................................................................................ GC-1 3. PRELIMINARY PLAT STATUS ................................................................................ GC-1 4. CHANGES IN OFFICIAL CONTROLS ..................................................................... GC-1 5. IMPROVEMENTS ....................................................................................................... GC-1 6. IRON MONUMENTS .................................................................................................. GC-2 7. LICENSE ...................................................................................................................... GC-2 8. SITE EROSION AND SEDIMENT CONTROL ......................................................... GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING ......................................................................................... GC-2 9. CLEAN UP ................................................................................................................... GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS .................................... GC-3 11. CLAIMS ....................................................................................................................... GC-3 12. PARK DEDICATION .................................................................................................. GC-3 13. LANDSCAPING .......................................................................................................... GC-3 14. WARRANTY ............................................................................................................... GC-4 15. LOT PLANS ................................................................................................................. GC-4 16. EXISTING ASSESSMENTS ....................................................................................... GC-4 17. HOOK-UP CHARGES ................................................................................................. GC-4 18. PUBLIC STREET LIGHTING..................................................................................... GC-4 19. SIGNAGE ..................................................................................................................... GC-5 20. HOUSE PADS .............................................................................................................. GC-5 21. RESPONSIBILITY FOR COSTS ................................................................................ GC-5 22. DEVELOPER'S DEFAULT ......................................................................................... GC-6 22. MISCELLANEOUS A. Construction Trailers ........................................................................................ GC-6 B. Postal Service .................................................................................................... GC-7 C. Third Parties ...................................................................................................... GC-7 D. Breach of Contract ............................................................................................ GC-7 E. Severability ....................................................................................................... GC-7 172 ii F. Building Permits ............................................................................................... GC-7 G. Waivers/Amendments ....................................................................................... GC-7 H. Release .............................................................................................................. GC-7 I. Insurance ........................................................................................................... GC-7 J. Remedies ........................................................................................................... GC-8 K. Assignability ..................................................................................................... GC-8 L. Construction Hours ........................................................................................... GC-8 M. Noise Amplification .......................................................................................... GC-8 N. Access ............................................................................................................... GC-8 O. Street Maintenance ............................................................................................ GC-8 P. Storm Sewer Maintenance ................................................................................ GC-9 Q. Soil Treatment Systems .................................................................................... GC-9 R. Variances ........................................................................................................... GC-9 S. Compliance with Laws, Ordinances, and Regulations ..................................... GC-9 T. Proof of Title ..................................................................................................... GC-9 U. Soil Conditions................................................................................................ GC-10 V. Soil Correction ................................................................................................ GC-10 W. Haul Routes ............................................................................................................ GC-10 X. Development Signs ................................................................................................ GC-10 Y. Construction Plans ................................................................................................. GC-10 Z. As-Built Lot Surveys ............................................................................................. GC-11 173 SP-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) AVIENDA ROWHOMES SPECIAL PROVISIONS AGREEMENT dated March 11, 2024 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Level 7 Development, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Avienda Rowhomes (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 120 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved March 11, 2024, prepared by Landform Professional Services, LLC. Plan B: Grading, Drainage and Erosion Control Plan dated February 27, 2024, prepared by Landform Professional Services, LLC. Plan C: Plans and Specifications for Improvements dated February 27, 2024, prepared by Landform Professional Services, LLC. Plan D: Landscape Plan dated February 27, 2024, prepared by Landform Professional Services, LLC. 174 SP-2 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2024. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $803,061.30. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 107,880.00 Sanitary Sewer $ 185,350.70 Watermain $ 224,044.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 46,962.00 Streets $ 14,732.20 Sub-total, Construction Costs $ 578,968.90 Engineering, surveying, and inspection (7% of construction costs) $ 40,527.82 Landscaping (actual construction costs) $ 110,559.00 Sub-total, Other Costs $ 151,086.82 TOTAL COST OF PUBLIC IMPROVEMENTS $ 730,055.72 SECURITY AMOUNT (110% of 730,055.72) $ 803,061.30 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at 175 SP-3 least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required “record” plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. Notwithstanding the foregoing, the amount of security shall be phased with utilities first and then adding roads, landscaping and improvements as the work progresses. The initial security amount shall be $803,061.30 (which is 100% of the initial utilities). As work is completed and paid, the amount of security shall be reduced accordingly and the city shall provide notice (but no more frequently than monthly) to the Developer and the Developer’s lender as to the then-current amount of required security. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mark Nordland Level 7 Development, LLC 4600 Kings Point Road Minnetrista, MN 55331 Phone: 612-812-7020 Email: mnordland@nordlandpartners.com Level 7 Development, LLC 4600 Kings Point Road Minnetrista, Minnesota 55344 Attn: Mercedes Rhodes (612) 203-2494 Email: ariusrealestatedevelopment@gmail.com Kennedy & Graven, Chartered 150 South Fifth Street, Suite 700 Minneapolis, Minnesota 55402 Attn: Larry Wertheim (612) 337-9216 Email: lwertheim@kennedy-graven.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 176 SP-4 8. Other Special Conditions. A. FEES 1. Prior to release of the plat for recording and prior to scheduling a pre-construction meeting, Developer shall submit to the City $114,318.73 for the following City fees: Administration fee (based on estimated construction cost of $1,984,334.26) $ 39,765.01 GIS fee: 53 parcels @ $30/parcel + $100 for the plat $ 1,690.00 City sewer and water hookup fees: (DEFERRED UNTIL BUILDING PERMITS) $ 0 Park Fee: 53 dwelling units @ $5,800/unit (PARTIALLY WAIVED – CREDIT) $48,600.00 Surface Water Management Fee $ 24,263.71 Total $114,318.73 B. CONDITIONS OF APPROVAL PLANNING: 1. The Developer shall submit HOA documents establishing a homeowner’s association for the ownership of Outlot A (common area lot), and maintenance of all lots within the plat (townhome units and common area lot), and the private roads and utilities serving the development at the time of final plat approval, subject to review and approval of City staff and the City Attorney. Developer shall record a deed to the HOA for Outlot A at the time of final plat recording. ENGINEERING: 1. The Developer shall enter into Encroachment Agreements for private improvements (e.g., seat walls, monument signage, and walks) located within the 10-foot wide public drainage and utility corridor abutting Avienda Parkway right-of-way prior to issuance of building permits. 2. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. 3. The Developer and their Engineer shall work with City staff in amending the construction plans, dated February 27, 2024 prepared by Steve Sabraski, PE and Josh Popehn, RLA with Landform, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 4. All newly constructed streets and sidewalks will be privately owned and maintained by a homeowner’s association. The Developer shall provide for review and approval maintenance agreements for these improvements, as well as cross access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. 177 SP-5 5. The Developer shall incorporate with the final construction plans warranted crosswalk enhancements at the intersection of Avienda Parkway and “Avienda Lane” per the city’s Crosswalk Policy prior to recording of the final plat. 6. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 7. The Developer will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the final plat. 8. It is the Developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, etc.). WATER RESOURCES: 1. The Developer shall update the models (HydroCAD and MIDS) per City and any watershed district comments and submit updated computations and models in their native forms with the final construction plans. 2. The Developer shall work with staff to revise the design of the storm sewer pipes and structures which are adjacent to the proposed rowhomes prior to the final plat submittal. See construction plan comments for specifics. 3. The Developer shall provide additional details on the proposed water reuse and irrigation system including details on the design of the cistern and how it will hold water to be used for irrigation with the final construction plans for water reuse and irrigation system subject to approval by the City Engineer. 4. The Developer shall update the approved Operations and Maintenance Agreement with any changes in the proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. FIRE DEPARTMENT: 1. All rowhomes will require fire sprinkler systems – 13D or 13R depending on construction type. 2. Road widths under 26 feet require no parking signs on both sides of street. 3. Road widths under 32 feet (26 – 32) require no parking signs on one side of street. 4. Developer shall install hydrants at locations approved by the City’s Fire Marshall. BUILDING DEPARTMENT: 1. The buildings are required to have automatic fire extinguishing systems. 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 3. A building permit must be obtained before beginning any construction. 4. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 178 SP-6 5. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 6. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 7. The Developer must submit a list of proposed street names for review and approval prior to final plat of the property. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 10. Fee Ownership. Developer is the fee owner of the real property described on Exhibit “A”, free and clear of all liens and encumbrances except for a mortgage held by Tradition Capital Bank. 179 SP-7 CITY OF CHANHASSEN BY: Elise Ryan, Mayor (SEAL) AND: Laurie Hokkanen, City Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2024, by Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 180 SP-8 LEVEL 7 DEVELOPMENT, LLC: BY: Bahram Akradi, Its President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2024, by Bahram Akradi, the President of Level 7 Development, LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 181 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot D, Avienda, Carver County, Minnesota. 182 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT Tradition Capital Bank, a Minnesota banking corporation, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2024. Tradition Capital Bank BY:_______________________________________ Patrick Kasid, Senior Vice President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2024, by Patrick Kasid, Senior Vice President of Tradition Capital Bank, a Minnesota banking corporation, by and on behalf of said corporation. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 183 [OFFICIAL BANK LETTERHEAD] IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2______, of (Name of Bank) "; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 15, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 15 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ 184 GC-1 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title’s Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding 185 GC-2 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.021. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. 186 GC-3 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Except for streets and utilities identified as private under the terms of this Agreement, all other improvements lying within public easements shall become City property upon completion and acceptance by the City of the work and construction required by this contract. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. The 53 rowhomes at $5,800/unit comes to $307,400 in park dedication fees. $226,200 in credits was used for the Townhomes project leaving $258,800 in park dedication credits. Applying that remaining credit balance ($258,000) from the rowhome park fee ($307,400) leaves a remaining balance due of $48,600 that is due with this Rowhomes development contract. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City’s approved tree list are prohibited. The minimum tree size shall be two and one-half (2½) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy 187 GC-4 issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re-spread against the plat in accordance with City standards. 17. Hook-up Charges. The full City Sewer Hook-up charge and the full City Water hook up charge for each lot in the plat in the amount specified in Chanhassen City Code, Chapter 4 and the City’s adopted Fee Schedule, shall be payable at the time a building permit is issued for such lot. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in 188 GC-5 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as-built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2½%) of construction costs for the first $1,000,000 and one and one-half percent (1½%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 189 GC-6 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The Developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City’s base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre-construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer’s obligations under this Contract. The City 190 GC-7 shall have no responsibility or liability to lot purchasers or others for the City’s failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Except for building permits for four (4) model homes, building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. A temporary certificate of occupancy will be issued for four (4) model homes, provided the requirements of Chanhassen City Code Section 20-963 are met. No certificate of occupancy for model homes will be issued until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans as determined by the City. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance, which Certificate of Compliance shall provide that, except as provided in such Certificate of Compliance, the subject property shall be deemed released from the provisions of this Development Contract. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing, which certificate shall provide that such individual lot is deemed released from the provisions of this Development Contract. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional 191 GC-8 insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance 192 GC-9 of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Notwithstanding the foregoing, the security provided by the Developer under Section 6 of the Development Contract shall satisfy the foregoing requirement. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of 193 GC-10 the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi-lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer’s contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of Developer, Developer’s telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the Developer shall provide the City with two complete sets of full-size construction plans and four sets of 11”x17” reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2) two complete full-size sets of blue line/paper as-built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as-built plans in both .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as-built escrow withheld until all work is complete. 194 GC-11 Rev. 9/30/2021 195 City Council Item March 11, 2024 Item City Commission Appointments File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen 196 SUGGESTED ACTION "The Chanhassen City Council appoints the following commissioners for three-year terms ending March 31, 2028: Planning Commission (2 positions) Park & Recreation Commission (3 positions) Environmental Commission (3 positions) Commission on Aging (3 positions) Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY This item will be updated after the City Council Work Session to add the selected applicants. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 197 Staff recommends the City Council make appointments to City Commissions. ATTACHMENTS 198 City Council Item March 11, 2024 Item Award Low Quote, 2024 4th of July Tents, Tables, and Chairs File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Priya Tandon, Recreation Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION The Chanhassen City Council approves the low quote to Ultimate Events for $27,792.83 for the 2024 4th of July Celebration tents, tables, and chairs. Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY BACKGROUND Each year, the City of Chanhassen's 4th of July Celebration requires a variety of large tents, tables, and chairs to execute the event successfully. Tents are used to house Taste of Chanhassen vendors on July 3-4, and large events such as the Street Dance and Business Expo on July 3. Tables and chairs are provided to event partners and placed near food vendors for patrons. $36,000.00 is allotted for 2024 in the 1600 budget for 4th of July tent, table, chair, and staging rentals. As event partners, the Rotary Club of Chanhassen and SouthWest Metro Chamber of Commerce contribute annually towards the cost of tents, tables, and chairs. The total of this contribution is approximately $8,000.00. DISCUSSION 199 Quotes were received from the following companies: *Bolded low quote Ultimate Events - $27,792.83 Apres Event Decor & Tent Rental - $30,000.00 Epic Event Rental - $37,444.53 BUDGET RECOMMENDATION Staff recommends the City Council approve the low quote to Ultimate Events for $27,792.83 for the 2024 4th of July Celebration tents, tables, and chairs. ATTACHMENTS Apres Event Decor & Tent Rental quote Ultimate Events quote Epic Event Rental quote Quote comparisons 200 PRINT NAME: X_____________________________________________________________________ CUSTOMER SIGNATURE: X_______________________________________ DATE: ______________________ 5801 Clearwater Drive Showroom, Will Call Minnetonka, MN 55343 And Office Hours: p. 952.942.3399 | f. 952.942.5118 Mon - Fri 8 AM - 5 PM apresparty.com Rented To Delivery Location Timing Ticket# City Of Chanhassen [15901] City Center Park Bid# 75204-3 7700 Market Boulevard 7700 Market Boulevard Chanhassen MN 55317 Chanhassen MN 55317 Ordered by: Job Contact:QUOTE Priya Tandon (952) 227-1122 PRIYA TANDON (651) 272-6796 Phone W (952) 227-1122 PO/Job #Quote Out Date 07/01/24 Mon MSF Event Name 4TH Of July Event 07/03/24 Wed Event Specialist Michael Feldbaum Return Date 07/05/24 Fri MSF Qty Item Description Unit Price Total Price DELIVERY NOTES: Set up on 7/1 and 7/2 - Must be set by 12 noon on 7/2 Tear down on 7/5 Set 80x first and bring all tables and chairs day 1 of install All Tents installed on Grass *PLEASE NOTE: This Is Only A Quote And No Equipment Is Being Reserved. To Proceed With This Order, Please Sign And Return A Copy Of This Quote Along With Your Deposit. Pricing And Availability Based On When The Deposit Is Received, Not When The Quote Was Originally Entered. Availability Of Delivery Staff & Rental Equipment May Change As We Operate On A First Come, First Serve Basis.* Tents 1 KYKH 80X120 Century Tent, White (Dv)7925.00 7925.00 8' Legs / 80' of walls / 8 lights 1 KYBE 40X120 Centurymate Tent, White 3325.00 3325.00 8' Legs / no walls / 6 lights 2 KF16 10X10 Frame Tent, White 200.00 400.00 7' Legs / 10' of walls on each tent 1 KF67 16X64 Frame Tent, White 995.00 995.00 10' Legs / no walls / weighted 1 KM11 9X20 Marquee Tent, White 315.00 315.00 8' Legs / walls on all sides 7 KF61 16X16 Frame Tent, White 315.00 2205.00 8' Legs / walls on all sides 02/28/24 10:34:38 Page 1 201 PRINT NAME: X_____________________________________________________________________ CUSTOMER SIGNATURE: X_______________________________________ DATE: ______________________ 5801 Clearwater Drive Showroom, Will Call Minnetonka, MN 55343 And Office Hours: p. 952.942.3399 | f. 952.942.5118 Mon - Fri 8 AM - 5 PM apresparty.com Rented To Delivery Location Timing Ticket# City Of Chanhassen [15901] City Center Park Bid# 75204-3 7700 Market Boulevard 7700 Market Boulevard Chanhassen MN 55317 Chanhassen MN 55317 Ordered by: Job Contact:QUOTE Priya Tandon (952) 227-1122 PRIYA TANDON (651) 272-6796 Phone W (952) 227-1122 PO/Job #Quote Out Date 07/01/24 Mon MSF Event Name 4TH Of July Event 07/03/24 Wed Event Specialist Michael Feldbaum Return Date 07/05/24 Fri MSF Qty Item Description Unit Price Total Price Walls 35 SSA2 Sidewall, White 8'X20'36.75 1286.25 2 SSA1 Sidewall, White 7'X20'36.75 73.50 Lights 14 LFHB Light, 150 Watt Led High Bay 57.75 808.50 (8) in 80x - 2 per center pole on 4 poles (6) in 40x - 1 per center pole, 2 on center most pole 9 LB01 Light, Center Pole Bracket 0.00 (4) in the 80x / (5) in the 40x 14 EC00 Extension Cord--100 Ft. White 16.00 224.00 Furniture 75 T8BQ Table, 8'X30" Banquet 13.25 993.75 325 T6BQ Table, 6'X30" Banquet 13.00 4225.00 15 KPTD Pedestal, 30" Rd Table - 42" Tall 17.85 267.75 2,000 CRBP Chair, Black Plastic Folding 2.05 4095.00 Delivery, Pickup & Labor 1 55317 Delivery - Chanhassen 738.75 738.75 415 LTAB Labor - Tables 1.50 622.50 Customer to set up, Apres to Tear Down 02/28/24 10:34:38 Page 2 202 PRINT NAME: X_____________________________________________________________________ CUSTOMER SIGNATURE: X_______________________________________ DATE: ______________________ 5801 Clearwater Drive Showroom, Will Call Minnetonka, MN 55343 And Office Hours: p. 952.942.3399 | f. 952.942.5118 Mon - Fri 8 AM - 5 PM apresparty.com Rented To Delivery Location Timing Ticket# City Of Chanhassen [15901] City Center Park Bid# 75204-3 7700 Market Boulevard 7700 Market Boulevard Chanhassen MN 55317 Chanhassen MN 55317 Ordered by: Job Contact:QUOTE Priya Tandon (952) 227-1122 PRIYA TANDON (651) 272-6796 Phone W (952) 227-1122 PO/Job #Quote Out Date 07/01/24 Mon MSF Event Name 4TH Of July Event 07/03/24 Wed Event Specialist Michael Feldbaum Return Date 07/05/24 Fri MSF Qty Item Description Unit Price Total Price 2,000 LPFC Labor - Chairs, Plastic 0.75 1500.00 Customer to set up, Apres to Tear Down *IF YOUR TENT IS BEING STAKED: PROPERTY OWNER Is Responsible For Marking All PRIVATE Underground Utility and Irrigation Lines. Apres Is NOT RESPONSIBLE For Hitting Any Unmarked Lines. Apres Will Make Sure That All PUBLIC Utility Lines Are Marked Prior If Apres Is Doing The Tent Installation* - *IF YOUR TENT IS BEING WEIGHTED: Tent Manufacturers Require Securing ALL Tents With Stakes. If The Customer Requires Weights, The CUSTOMER Assumes All Responsibility And Damages* - *Standard Delivery Fees Based On Deliveries & Pick-Up's Made During Normal Business Hours With Direct Access To The Delivery Location. Additional Fees May Apply If Direct Access Is Not Granted Or Additional Hauling Is Required. Additional Fees Apply For Off-Hours Deliveries & Pick-Up's Such As After-Hours, Weekend, Holiday And Time Specific Deliveries & Pick-Up's. Additional Fees May Apply For Waiting Time Or If The Rental Product / Area Is Not Ready At The Time Of Our Staff's Arrival* **Customer Has Declined The Accidential Damage Waiver. By Declining This,Customer Assumes Full Responsibility Of All Items Rented As Stated On Our Conditions Of Rental Page. Created 02/22/24 Rentals 27,138.75 Sales 0.00 Labor/Delivery 2,861.25 Damage Waiver 0.00 Sales Tax 0.00 Total 30,000.00 Est Amount Due 30,000.00 02/28/24 10:34:38 Page 3 203 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 1 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 Rental Text : SITE CONTACT: Pryia Tandon CELL PHONE: 651.272.6796 DELIVERY: July 1st. DELIVERY TIME: Anytime SPECIFIC TIME: No EVENT DATE: 7/4 EVENT START TIME: all day PICK UP TIME: Monday 7/5 or 7/6 SPECIFIC TIME: No OFF HOURS: No LONG HAUL: Yes DIAGRAM: . DELIVERY INFO: City of Chanhassen to do the underground utility locates. Pryia Tandon placed the order and is the office contact. 952-227-1122 NOTE: UE to set 40x120 and 80x120 on 7/1. All 204 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 2 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 other equipment to be set 7/2. Rental Note(s) : Ultimate Events will coordinate the marking of public utilities. Some underground lines in your work area may not be utility owned. If you think you may have private utilities, you will need to contact a private utility locator to locate them (examples are parking lot lighting electrical lines and sprinkler water lines). For a list of private locator services visit Gopher 1 Locate website - http://www.gopherstateonecall.org/about-gsoc/indus try-directory. IMPORTANT NOTICE: All tent and canopy manufacturers require stakes or engineered anchoring for proper securing, and these are the methods that Ultimate Events recommends. Customer preference may result in the use of other means of securing, e.g., 205 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 3 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 sandbags, weights or water barrels. In these cases, the customer accepts all responsibility for all damages. 1 ALL TENTS STAKED UNLESS NOTED 1 R 80' X 120' WHITE TENT 7772.27 7772.27 2 -R E 80X30 EVO WHITE 2 -R M 80X30 EVO WHITE 40 -8' LEGS 4 SW WHITE 8' X 20' SIDEWALL 36.35 145.40 80' along the back wall 1 -STAKING GRASS / DIRT 8 LIGHT LED HANGING FIXTURE (2250 LUMEN) 51.47 411.72 Lighting goes in the south part of the tent only. 8 CENTERPOLE LIGHT BAR WITH PLUGS 16 EXTENSION CORD (50') 11.25 180.00 1 / 1 R 40' X 120' WHITE TENT 3180.53 3180.53 2 -R E 40X20 EVO WHITE 206 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 4 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 4 -R M 40X20 EVO WHITE 32 -8' LEGS 1 -NO SIDEWALL 1 -STAKING GRASS / DIRT 6 LIGHT KIT LED 100 WATT 51.47 308.79 Spread lighting throughout the tent 6 LIGHT LED SQUARE 100W WHITE 12 EXTENSION CORD (50') 11.25 135.00 6 CENTERPOLE LIGHT BAR WITH PLUGS 1 / 2 F 10' X 10' WHITE TENT 225.00 450.00 2 -F TOP 10X10 EUR WHITE 8 -7' LEGS 2 SW WHITE 7' X 20' SIDEWALL 35.00 70.00 1 -STAKING GRASS / DIRT 1 / 1 F 15' X 60' WHITE TENT 772.94 772.94 To be installed on 10' legs for the beer vendor 207 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 5 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 (trailer). Take 2 large weights for the corners at minimum. 2 -F E 15' X 7.5' EUR WHITE 3 -F M 15' X 15' EUR WHITE 12 -10' LEGS 1 -NO SIDEWALL 1 WEIGHT PACKAGE 382.64 382.64 Fully weighted. In grass and sidewalk. Tent sits on utility marks. 1 / 4 F 15' X 15' BLUE / WHITE TENT 330.61 1322.42 4 -F TOP 15X15 EUR BLUE/WHITE 16 -8' LEGS 1 -STAKING GRASS / DIRT 3 F 15' X 15' RED / WHITE TENT 330.60 991.81 3 -F TOP 15X15 EUR RED/WHITE 16 -8' LEGS 21 SW WHITE 8' X 20' SIDEWALL 36.35 763.37 208 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 6 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 1 / 1 MARQUE 10' X 20' WHITE TENT 362.75 362.75 2 -MAR EC 10' WHITE 2 -MAR M 10X10 WHITE 6 -8' LEGS 3 SW WHITE 8' X 20' SIDEWALL 36.35 109.05 1 / 1 NO SET UP ON TABLES OR CHAIRS Tables and chairs will be dropped throughout the 80x120 and 40x120 tents in stacks. Client is to restack the tables and chairs on pick up. If UE needs to gather and stack the tables and chairs on pick up, additional labor charges will apply. 1 FURNITURE 2000 CHAIR BLACK - FOLDING 1.98 3960.00 75 TABLE 8' X 30" 12.24 918.34 325 TABLE 6' X 30" 11.93 3877.25 15 TABLE 30" PEDESTAL - HIGH 13.77 206.55 209 Hours Monday - Friday 8:00AM - 5:00PM Saturday by appointment Sunday Closed - *1033437* RENTED TO JOB LOCATION TICKET # CITY OF CHANHASSEN CITY HALL Res# 108550 PO BOX 147 7700 MARKET BLVD CHANHASSEN MN 55317 CHANHASSEN MN 55317 Loc 100 CUST #PHONE DATE AR - 523 W (952) 227-1100 OUT 07/01/24 MSW PO/JOB # ORDERED BY FESTIVAL PRIYA TANDON DUE 07/05/24 RESERVATION Sales: MIKE WHALEY 612-363-0214 Page: 7 QTY ITEM RATE NET AMT JOB CONTACT: PRYIA TANDON (651)272-6796 15 PEDESTAL TABLE TOP (30" RND) 15 PEDESTAL TABLE COLUMN (42") 15 PEDESTAL TABLE BASE 4 DELIVERY/PICKUP 130.00 520.00 4 FUEL SURCHARGE 13.00 52.00 1 PERMIT COMPLIANCE 0.00 0.00 Permit done by The City of Chanhassen. PERMIT COMPLIANCE Most cities and counties require that the customer obtain a tent permit before a tent is installed. Check with your local fire department and/or city hall for compliance. 1 LABOR GENERAL 900.00 900.00 Labor charges to break down the tables and chairs on pick up. ----- Payments ------ RENT 26320.83 SALES 0.00 DEL / LABOR 1472.00 We are not responsible for damage/injury DMG WAIVER 0.00 when loading or unloading customer vehicles SALES TAX 0.00 or while customer transports rented equipment. DEPOSIT 0.00 By signing below, customer releases us from any liability for such damage or injury. TOTAL DUE 27792.83 X______________________________________________ EST AMT DUE 27792.83 CUSTOMER SIGNATURE TOTAL PAID 0.00 THIS IS YOUR CONTRACT, READ BOTH SIDES BEFORE SIGNING 02/28/23 23-FEB-24 09:40:08 210 QUOTEContract # Q-020001 ACCOUNTS PAYABLE CITY OF CHANHASSEN PO BOX 147 CHANHASSEN, MN 55317 +1 952 227 1122 PTANDON@CHANHASSENMN.GOV STATUS: Quote QUOTE DATES: Sun Jun 30, 2024 through Fri Jul 5, 2024 . Rental Agent: Marty Haas Delivery Address Pickup Address 7700 MARKET BLVD CHANHASSEN, MN 55317 7700 MARKET BLVD CHANHASSEN, MN 55317 No Tape on Top or Poles No Open Flame Under the Tent No Tape on Top or Poles No Open Frame under the tent No Tape on Top or Poles No Open Flame Under the Tent 952.944.6916 14650 Martin Drive Eden Prairie, MN 55344 EpicRentalMN.com Photo Quoted Rate Qty Total Canopy - 10x20 Pro Installed High Peak $ 350.00 1 $ 350.00 walls all the way around Canopy - 20x60 Pro Installed Navi-Lite 10ft Tall $ 1,200.00 1 $ 1,200.00 Canopy - 80x130 Century Mate White $ 10,500.00 1 $ 10,500.00 Canopy - 40'x120' Century Mate $ 3,200.00 1 $ 3,200.00 Canopy - 10x10 FRAME White Installed $ 150.00 2 $ 300.00 1 - 10ft wall each Canopy - 15x15 Frame High Peak Installed (White)$ 350.00 7 $ 2,450.00 Tent Weight - 350lbs.$ 40.00 24 $ 960.00 20x60 Sidewall - 8ft x 15ft White (High Peak)$ 40.00 28 $ 1,120.00 15x15 Sidewalls Sidewall - 10ft x 20ft Solid $ 75.00 4 $ 300.00 |XINX| __ |XINX| __ |XINX| __ |XINX| __ 211 QUOTEWood Top Please Keep Dry No Tape or Staples Please Wood Top Please Keep Dry No Tape or Staples Please Wood Top Please Keep Dry No Tape or Staples Please 250lbs Weight Limit Your Party Our Passion Photo Quoted Rate Qty Total For 80x130 10ft Tall Sidewalls Canopy - 150 watt Light W/bracket $ 80.00 14 $ 1,120.00 8 - 80x130 6 - 40x120 Table - 8ft x 30" Rectangle - (Seats 8 - 10)$ 12.00 75 $ 900.00 Table - 6ft X 30" Rectangle - (Seats 6-8)$ 12.00 325 $ 3,900.00 Table - Pedestal/ High Top - 3ft Round $ 12.00 15 $ 180.00 Extension Cord White Triple Tap 25'/50'$ 10.00 14 $ 140.00 Sidewall - 8ft x 20ft Solid White (High Peak) $ 40.00 3 $ 120.00 10x20 Chair - Black Folding $ 2.40 2000 $ 4,800.00 We could do 700 in Blue/Red Chairs (350 in Red, 350 in Blue) Which we would lower the chair prices to $2.00 each to keep us from Transferring chairs from another location of ours. Sidewall - 7ft x 10ft (Customer Install Only) $ 18.20 2 $ 36.40 10x10 walls Staking on grass surface $ 0.00 11 $ 0.00 Photo Sale Rate Qty Total Labor - Table Tear down (Sale)$ 1.75 415 $ 726.25 Labor - Chair Tear down (Sale)$ 1.00 2000 $ 2,000.00 Fees Rate Qty Total Delivery fee covers curbside delivery and pickup during business hours. Delivery does not assume or include setup, takedown, or after hours unless it is selected as a service. $ 300.00 1 $ 300.00 |XINX| __ |XINX| __ |XINX| __ |XINX| __ 212 QUOTECOMPANY HOURS Monday - Friday : 9:00 AM - 5:00 PM Saturday - Sunday : Closed Online Store is open 24 hours $ $ $ $ $ $ $ $ $ Rental Total 31,576.40 Rental Tax 8.375%0.00 D/W Tax 8.525%0.00 Damage Waiver 2,841.88 Sales Total 3,026.25 Sale Tax 8.525%0.00 Grand Total 37,444.53 Amount Paid 0.00 Amount Due 37,444.53 03/06/2024 11:49 AM CONTRACT TERMS 50% of the balance due is due required to convert a quote into a reservation. By Paying you are agreeing to the terms and conditions of our contract. SIGNATURE DATE I certify that I have read and agree to all terms of this contract. 213 Rental charges are for time out, not time used. Rental rates are based upon the time agreed to pickup and return. Day Rental counts as 24 hour rentals. Two day rental counts as 48 hour rentals. Week Rental counts as a 7 day rental. Month Rental counts as a 30 day rental. Equipment returned later than agreed upon date according to this contract will incur additional late fees. Cancellation Policy: Canopies, Chairs, Tables and select high-demand equipment will be subject to a cancellation fee if cancelled. Contracts over $1000.00 that cancel before the delivery date are subject to a 50% cancellation fee of the entire order. Linen orders may not be changed or cancelled within 10 days of the reservation delivery/will call date. Balance is paid upon checkout or delivery. Signature of this contract, customer is acknowledging acceptance of goods and giving permission to charge the credit card on file for rental and sale charges, not limited to late fees, missing pieces, excessive dirtiness or damaged items, or changes to amount of inventory rented, or inventory not taken down. Delivery charges are for curbside drop off and pickup. Equipment is to be returned cleaned, restacked, and ready for pickup at the prearranged location. Epic Event Rental is not responsible for any damage that may incur. Epic Event Rental is not responsible for damages that may incur during loading and unloading for will calls or/and deliveries. Lessee acknowledges receipt of the described personal property. The parties agree the property was inspected by Lessor and personally examined by Lessee at the time of delivery to and accepted by Lessee and the property was in good and serviceable condition. Title to the rented property is and at all times shall remain in Lessor. Parties agree that Lessor is not the manufacturer of said property nor the agent of the manufacturer and no warranty against patent or latent defects in materials, workmanship or capacity is given. Lessee agrees that in the event any of the property becomes unsafe or in a state of disrepairs, Lessee will immediately discontinue the use thereof and promptly return it to Lessor. Upon termination of the agreement, Lessee will promptly return the rental property and all attachments and parts belonging thereto, to the Lessor at Lessor's place of business, in the same condition in which such property was received, ordinary wear and tear excepted, and agrees to pay for any damages to or loss of such property while in the possession or control of Lessee hereunder. However if Lessee is covered by damage waiver, Lessee shall not be liable for damage to the equipment rented, with the exception of loss or intentional abuse. Damage Waiver is not insurance. In the event that Lessor must resort to litigation for damages caused to or loss of such property, Lessee agrees to pay Lessor's attorney and court costs. Lessor shall not be liable in any event to Lessee for any loss, delay, or damage of any kind or character resulting from defects in or inefficiency of the leased property or accidental breakage thereof. Responsibility for the equipment remains with the Lessee from the time of possession is taken to the time of return. Lessee agrees to indemnify and save harmless the Lessor against all loss, damage, expense and penalty arising from any action on account of any injury to person or property of any character occasioned by the operations, handling, or transportation of the leased property during the rental period or while the property is in the possession or control of Lessee. Lessee will not retain the leased property beyond the "Due in" time without prior notice to and the consent of Lessor thereto. Lessee will pay rental price in advance upon checkout or delivery. Lessor may report property stolen if held (5) days beyond "Due in" date. Lessor may revert all charges to the daily rate for total time out beyond "Due in" date. 214 Apres Event Décor & Tent Rental Ultimate Events Epic Event Rental Tents 80x120' (or 80x130') Century Tent $7,925.00 $7,772.27 $10,500.00 40x120' Century Tent $3,325.00 $3,180.53 $3,200.00 [2] 10x10' Frame Tents $400.00 $450.00 $300.00 15x60' Frame Tent $995.00 $772.94 $1,200.00 10x20' Marquee Tent $315.00 $362.75 $350.00 15x15' Frame Tent $2,205.00 $2,314.23 $2,450.00 Tables [75] 8' Tables $993.75 $918.34 $900.00 325 6' Tables $4,225.00 $3,877.25 $3,900.00 15 30" Round Pedestal Tables $267.75 $206.55 $180.00 Chairs [2,000] Folding Chairs $4,095.00 $3,960.00 $4,800.00 Other Sidewall $1,359.75 $1,087.82 $1,576.40 Century Tent lighting $1,032.50 $1,035.51 $1,260.00 Tent weights $0.00 $382.64 $960.00 Damage waiver $0.00 $0.00 $2,841.88 Delivery & Pick Up (July 5)$738.75 $572.00 $300.00 Tear Down (July 5) Tables & Chairs $2,122.50 $900.00 $2,726.25 TOTAL $30,000.00 $27,792.83 $37,444.53 2024 4th of July Tent Bids 215 City Council Item March 11, 2024 Item Approve Application for Exempt Permit from St. Hubert Catholic Church to Conduct Lawful Gambling on April 26, 2024 File No.Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves an LG220 Application for Exempt Permit from St. Hubert Catholic Church to conduct lawful gambling on April 26, 2024, on their premises located at 8201 Main Street." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND Per Ordinance 716, City Council approval is required for an LG220 Exempt Permit Application to the Minnesota Gambling Control Board from an unlicensed registered non-profit organization seeking to conduct lawful gambling within the city. DISCUSSION BUDGET 216 RECOMMENDATION Staff recommends that the City Council approve the LG220 Application for Exempt Permit from St. Hubert Catholic Church to conduct lawful gambling on April 26, 2024, on their premises located at 8201 Main Street. ATTACHMENTS Ordinance 716 Permit Application 217 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 716 AN ORDINANCE AMENDING THE CITY CODE CONCERNING REGULATION OF LAWFUL GAMBLING THE CITY COUNCIL OF CHANHASSEN, MINNESOTA ORDAINS: SECTION 1. Article 10-V “Gambling” of the Chanhassen City Code is amended in its entirety to read as follows: Sec 10-150 Adoption of State Law by Reference The provisions of Minn. Stat. ch. 349, as they may be amended from time to time, with reference to the definition of terms, conditions of operation, provisions relating to sales, and all other matters pertaining to lawful gambling are hereby adopted by reference and are made a part of this ordinance as if set out in full. It is the intention of the Council that all future amendments of Minn. Stat. ch. 349, are hereby adopted by reference or referenced as if they had been in existence at the time this ordinance was adopted. Sec 10-151 City May be More Restrictive Than State Law The Council is authorized by the provisions of Minn. Stat. § 349.213, as it may be amended from time to time, to impose, and has imposed in this ordinance, additional restrictions on gambling within its limits beyond those contained in Minn. Stat. ch. 349, as it may be amended from time to time. Sec 10-152 Purpose The purpose of this ordinance is to regulate lawful gambling within the City of Chanhassen, to prevent its commercialization, to ensure the integrity of operations, and to provide for the use of net profits only for lawful purposes. Sec 10-153 Definitions In addition to the definitions contained in Minn. Stat. § 349.12, as it may be amended from time to time, the following terms are defined for purposes of this ordinance: (a) Board, as used in this ordinance, means the State of Minnesota Gambling Control Board. (b) City, as used in this ordinance, means the City of Chanhassen. (c) Council, as used in this ordinance, means the City Council of the City of Chanhassen. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 218786 2 (d) Licensed Organization, as used in this ordinance, means an organization licensed by the Board. (e) Local Permit, as used in this ordinance, means a permit issued by the city. (f) Trade Area, as used in this ordinance, means this city and each city and township contiguous to this city. Sec 10-154 Applicability This ordinance shall be construed to regulate all forms of lawful gambling within the city except bingo conducted within a nursing home or a senior citizen housing project or by a senior citizen organization if the prizes for a single bingo game do not exceed $10, total prizes awarded at a single bingo occasion do not exceed $200, only members of the organization, residents of the nursing home or housing project, and their guests, are allowed to play in a bingo game, no compensation is paid for any persons who conduct the bingo, and a manager is appointed to supervise the bingo. Sec 10-155 Lawful Gambling Permitted Lawful gambling is permitted within the city provided it is conducted in accordance with Minn. Stat. §§ 609.75-.763, inclusive, as they may be amended from time to time; Minn. Stat. §§ 349.11-.23, inclusive, as they may be amended from time to time; and this ordinance. Sec 10-156 Council Approval Lawful gambling authorized by Minn. Stat. §§ 349.11-.23, inclusive, as they may be amended from time to time, shall not be conducted unless approved by the Council, subject to the provisions of this ordinance and state law. Sec 10-157 Application and Local Approval of Premises Permits (a) Any organization seeking to obtain a premises permit from the Board shall file with the city clerk an executed, complete duplicate application, together with all exhibits and documents accompanying the application as will be filed with the Board. Each organization licensed to conduct lawful gambling in the City shall complete the City's investigation form, submit copies of all state gambling application forms, all records and reports required to be filed within the State Gambling Control Board pursuant to Minnesota Statues, Chapter 349, and the rules and regulations promulgated thereunder, and submit any additional information required by the City. (b) Upon receipt of an application for issuance of a premises permit, the city cl erk shall transmit the application to the county sheriff for review and recommendation. (c) The county sheriff shall investigate the matter and make the review and recommendation to the City Council as soon as possible, but in no event later than 45 days following receipt of the notification by the city. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 219787 3 (d) Organizations applying for a state-issued premises permit shall pay the city an investigation fee established by ordinance. This fee shall be refunded if the application is withdrawn before the investigation is commenced. If approved by the City Council and the Board, a licensed organization will be responsible for an annual investigative fee for conducting lawful gambling within the city. (e) The applicant shall be notified in writing of the date on which the Council will consider the recommendation. (f) The Council shall receive the county sheriff’s report and consider the application within 45 days of the date the application was submitted to the city clerk. (g) The Council shall by resolution approve or disapprove the application within 60 days of receipt of the application. (h) The Council shall deny an application for issuance or renewal of a premises permit for any of the following reasons: (1) An applicant’s officer, director, or other person in a supervisory or management position a. has been convicted of a felony within the last five (5) years; b. has ever been convicted of a crime involving gambling; c. is not of good moral character or repute; d. has ever been convicted of 1. assault, 2. a criminal violation involving the use of a firearm, or 3. making terroristic threats; e. owes delinquent local, state or federal taxes, or is delinquent on any other city bill. (2) The premises is in violation of any land use or zoning ordinance or owes delinquent local, state or federal taxes, or is delinquent on any other city bill. (3) Violation by the gambling organization of any state statute, state rule, or city ordinance relating to gambling within the last three (3) years. (4) Violation by the on-sale establishment or organization leasing its premises for gambling of any state statute, state rule, or city ordinance relating to the operation of the establishment, including, but not limited to, laws relating to alcoholic beverages, gambling, controlled substances, suppression of vice, and protection of public safety within the last three (3) years. (5) Lawful gambling would be conducted at premises other than those for which an on-sale liquor license has been issued. (6) Failure of the applicant to pay the investigation fee provided by Subdivision 4 within the prescribed time limit. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 220788 4 (7) Operation of gambling at the site would be detrimental to health, safety, and welfare of the community. Otherwise, the Council shall pass a resolution approving the application. Sec 10-158 Local Permits (a) No organization shall conduct lawful gambling excluded or exempted from state licensure requirements by Minn. Stat. § 349.166, as it may be amended from time to time, without a valid local permit. This section shall not apply to lawful gambling exempted from local regulation by Section 10-154 of this ordinance. (b) Applications for issuance or renewal of a local permit shall be on a form prescribed by the city. The application shall contain the following information: (1) Name and address of the organization requesting the permit. (2) Name and address of the officers and person accounting for receipts, expenses, and profits for the event. (3) Dates of gambling occasion for which permit is requested. (4) Address of premises where event will occur. (5) Copy of rental or leasing arrangement, if any, connected with the event, including rent to be charged to the organization, which rental or leasing arrangement may not provide for rental payments based on a percentage of receipts or profits from lawful gambling. (6) Estimated value of prizes to be awarded. (c) The fee for a local permit shall be as established by city ordinance. The fee shall be submitted with the application for a local permit. This fee shall be refunded if the application is withdrawn before the investigation is commenced. (d) Upon receipt of an application for issuance or renewal of a local permit, the city clerk shall transmit the notification to the county sheriff for review and recommendation. (e) The county sheriff shall investigate the matter and make review and recommendation to the City Council as soon as possible, but in no event later than 45 days following receipt of the notification by the city. (f) The applicant shall be notified in writing of the date on which the Council will consider the recommendation. (g) The Council shall receive the county sheriff’s report and consider the application within 45 days of the date the application was submitted to the city clerk. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 221789 5 (h) The Council shall deny an application for issuance or renewal of a local permit for any of the following reasons: (1) Violation by the gambling organization of any state statute, state rule, or city ordinance relating to gambling within the last three (3) years. (2) Violation by the on-sale establishment, or organization leasing its premises for gambling, of any state statute, state rule, or city ordinance relating to the operation of the establishment, including, but not limited to, laws relating to the operation of the establishment, laws relating to alcoholic beverages, gambling, controlled substances, suppression of vice, and protection of public safety within the last three (3) years. (3) Operation of gambling at the site would be detrimental to health, safety, and welfare of the community. Otherwise, the Council shall approve the application. Sec 10-159 Revocation and Suspension of Local Permits (a) A local permit may be revoked or temporarily suspended for a violation by the gambling organization of any state statute, state rule, or city ordinance relating to gambling. (b) A local permit shall not be revoked or suspended until written notice and an opportunity for a hearing have first been given to the permitted person. The notice shall be personally served or sent by certified or registered mail. If the person refuses to accept notice, notice of the violation shall be served by posting it on the premises. Notice shall state the provision reasonably believed to be violated and shall also state that the permitted person may demand a hearing on the matter, in which case the permit will not be suspended until after the hearing is held. If the permitted person requests a hearing, the Council shall hold a hearing on the matter at least one week after the date on which the request is made. If, as a result of the hearing, the Council finds that an ordinance violation exists, then the Council may suspend or revoke the permit. Sec 10-160 Display of Permit All permits issued under state law or this ordinance shall be prominently displayed during the permit year at the premises where gambling is conducted. Sec 10-161 Notification Of Material Changes To Application An organization holding a state-issued premises permit or a local permit shall notify the city within ten (10) days in writing whenever any material change is made in the information submitted on the application. Sec 10-162 Contribution Of Net Profits To Fund Administered By City (a) Each organization licensed to conduct lawful gambling within the city pursuant to Minn. Stat. § 349.16, as it may be amended from time to time, shall contribute ten percent (10%) of DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 222790 6 its net profits derived from lawful gambling in the city to a fund administered and regulated by the city without cost to the fund. The city shall disburse the funds for charitable contributions as defined by Minn. Stat. § 349.12, subd. 7a, as it may be amended from time to time. (b) Payment under this section shall be made on the last day of each month. (c) The city’s use of such funds shall be determined at the time of adoption of the city’s annual budget or when the budget is amended. (d) An organization that conducts gambling on fewer than five days in a calendar year is exempt from the requirements of this section. Sec 10-163 Designated Trade Area (a) Each organization licensed to conduct gambling within the city shall expend fifty percent (50%) of its lawful purpose expenditures on lawful purposes conducted within the city’s trade area. (b) This section applies only to lawful purpose expenditures of gross profits derived from gambling conducted at a premises within the city’s jurisdiction. (c) An organization that conducts gambling on fewer than five days in a calendar year is exempt from the requirements of this section. Sec 10-164 Records and Reporting (a) Organizations conducting lawful gambling shall file with the city clerk one copy of all records and reports required to be filed with the Board, pursuant to Minn. Stat. ch. 349, as it may be amended from time to time, and rules adopted pursuant thereto, as they may be amended from time to time. The records and reports shall be filed on or before the day they are required to be filed with the Board. (b) Organizations licensed by the Board shall file a report with the city proving compliance with the trade area spending requirements imposed by Section 10-163. Such report shall be made on a form prescribed by the city and shall be submitted annually. Sec 10-165 Hours of Operation Lawful gambling shall not be conducted between 1 a.m. and 8 a.m. on any day of the week. Sec 10-166 Penalty Any person who violates any provision of this ordinance; Minn. Stat. §§ 609.75-609.763, inclusive, as they may be amended from time to time; or Minn. Stat. §§ 349.11-349.21, as they may be amended from time to time; or any rules promulgated under those sections, as they may be amended from time to time, shall be guilty of a misdemeanor and subject to a fine of not more than $1,000 or imprisonment for a term not to exceed 90 days, or both, plus in either case the DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 223791 7 costs of prosecution. In addition, violations shall be reported to the Board, and recommendations shall be made for suspension, revocation, or cancellation of an organization’s license. Sec 10-167 Severability If any provision of this ordinance is found to be invalid for any reason by a court of competent jurisdiction, the validity of the remaining provisions shall not be affected. SECTION 2. Effective Date. This ordinance becomes effective on the date of its publication or upon the publication of a summary of the ordinance as provided by Minn. Stat. § 412.191, subd. 4, as it may be amended from time to time, which meets the requirements of Minn. Stat. § 331A.01, subd. 10, as it may be amended from time to time. PASSED AND ADOPTED this 9th day of October 2023 by the City Council of the City of Chanhassen, Minnesota. ATTEST: Kim Meuwissen City Clerk Elise Ryan, Mayor (Summary Ordinance Published in the Chanhassen Villager on October 19, 2023) DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 224792 MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit An exempt permit may be issued to a nonprofit organization that: xconducts lawful gambling on five or fewer days, and xawards less than $50,000 in prizes during a calendar year. If total raffle prize value for the calendar year will be $1,500 or less, contact the Licensing Specialist assigned to your county by calling 651-539-1900. Application Fee (non-refundable) Applications are processed in the order received. If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Due to the high volume of exempt applications, payment of additional fees prior to 30 days before your event will not expedite service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: ________________________________________________________ Permit Number: ;__________________________ Minnesota Tax ID Federal Employer ID Number, if any: ______________________________________ Number (FEIN), if any: ________________________________ Mailing Address: __________________________________________________________________________________________ City: ____________________________________ State: _________ Zip: __________ County: ___________________________ Name of Chief Executive Officer (CEO): ________________________________________________________________________ &(2Daytime Phone: _____________________&(2Email: BB_________________BBBBBBBBBBBB_____________________B SHUPLWZLOOEHHPDLOHGWRWKLVHPDLODGGUHVVXQOHVVRWKHUZLVHLQGLFDWHGEHORZ NONPROFIT STATUS Type of Nonprofit Organization (check one): ____ Fraternal ____ Religious ____ Veterans ____ Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) ____ A current calendar year Certificate of Good Standing Don’t have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division 60 Empire Drive, Suite 100 St. Paul, MN 55103 ____ IRS income tax exemption (501(c)) letter in your organization’s name Don’t have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. ____ IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): _________________________________________________________ Physical Address (do not use P.O. box): ________________________________________________________________________ Check one: ___ City: ______________________________________________ Zip: ___________ County: __________________________ ___ Township: __________________________________________ Zip: ___________ County: __________________________ Date(s) of activity (for raffles, indicate the date of the drawing): __________B_________________________________________ Check each type of gambling activity that your organization will conduct: ____ Bingo ____ Paddlewheels ____ Pull-Tabs ____ Tipboards ____ Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull-tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to ZZZPQJRYJFE and click on 'LVWULEXWRUV underWKH /LVWRI/LFHQVHHVWDE or call 651-539-1900. / Page 1 of Secretary of State website, phone numbers: www.sos.state.mn.us 651-296-2803, or toll free 1-877-551-6767 (PDLOSHUPLWWR LIRWKHUWKDQWKH&(2 : BBBBBBBBBBBBBBBBBB____________________BBBBBBBBBBBB_____________________ St Hubert Catholic Community 10001-22-051 8567927 41-0789368 8201 Main Street Chanhassen MN 55317 Carver Patty Dolan, Parish Business Administrator (no CEO as a title in our Church) 952-934-9106 patty.dolan@sthubert.org patty.dolan@sthubert.org ✔ ✔ St Hubert Catholic Church and School 8201 Main Street ✔Chanhassen MN Carver April 26, 2024 Heads or Tails type gambling activity ✔ 225 LG220 Application for Exempt Permit LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL for a gambling premises located within city limits The application is acknowledged with no waiting period. ____ The application is acknowledged with a 30-day waiting period, and allows the Board to issue a permit after 30 days (60 days for a 1st class city). ____ The application is denied. Print City Name: ______________________________________ Signature of City Personnel: ___________________________________________________ Title:____________________________ Date:______________ COUNTY APPROVAL for a gambling premises located in a township The application is acknowledged with no waiting period. The application is acknowledged with a 30-day waiting period, and allows the Board to issue a permit after 30 days. The application is denied. Print County Name: ___________________________________ Signature of County Personnel: ___________________________________________________ Title:____________________________ Date:______________ TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minn. Statutes, section 349.213.) Print Township Name: _________________________________ Signature of Township Officer:___________________________ Title: ___________________________ Date: ______________ CHIEF EXECUTIVE OFFICER’S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board within 30 days of the event date. Chief Executive Officer's Signature: ____________________________________________________ Date: ___________________ (Signature must be CEO’s signature; designee may not sign) Print Name: _______________________________________________________________________________________________ REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: x all gambling conducted on two or more consecutive days or x all gambling conducted on one day. Only one application is required if one or more raffle drawings are conducted on the same day. Financial report to be completed within 30 days after the gambling activity is done: A financial report form will be mailed with your permit. Complete and return the financial report form to the Gambling Control Board. Your organization must keep all exempt records and reports for 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). Mail application with: ____ a copy of your proof of nonprofit status and ____ application fee (non-refundable). If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Make check payable to State of Minnesota. To: Minnesota Gambling Control Board 1711 West County Road B, Suite 300 South Roseville, MN 55113 Questions? Call the Licensing Section of the Gambling Control Board at 651-539-1900. The city or county must sign before submitting application to the Gambling Control Board. / Page 2 of Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization’s qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization’s qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the application. Your organization’s name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization’s name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota’s Depart- ment of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor, national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e. large print, braille) upon request. $QHTXDORSSRUWXQLW\HPSOR\HU on is complete and accurate the Board within 30 days of t _______________________ ature must be CEO’s signature; d ✔ City of Chanhassen 2.28.2024 Patty Dolan, Parish Business Administrator (no CEO as a title in our Church) 226 MINNESOTA GAMBLING CONTROL BOARD 4/22 Checklist for Exempt Raffle Page 3 of 4 Organization Name:WƌĞǀŝŽƵƐ'ĂŵďůŝŶŐWĞƌŵŝƚη:Date of Raffle Drawing: INSTRUCTIONS:x The purpose of this form is to help your organization conduct exempt raffles in compliance with the requirements listed below. Detailed information regarding each requirement is available by clicking on the following links [in blue italics]: 1) applicable statutes and rules; 2) the Lawful Gambling Manual chapter on raffles; 3) the online class, “Conduct of Raffles”; and 4) the phone number and email address of your county’s Compliance Specialist. x After reading each checklist item, mark “Yes” to indicate that you understand the requirement and agree to comply. After answering “Yes” to each applicable item, your organization’s CEO must sign the acknowledgment below. Include the completed checklist as part of your application to conduct an exempt raffle. Yes N/A x If tickets will be sold prior to the event, mark “Yes” to item #1 and mark “N/A” to items #2 and #3. x If tickets are sold only at the event using theater tickets, mark “N/A” to item #1 and answer “Yes”to items #2 and #3. Yes Conduct 9. Only cash, personal checks, cashier’s checks, money orders, travelers’ check, and debit cards may be accepted (NO CREDIT CARDS). (349.2127) (7861.0260) 1. Tickets are printed in accordance with MN Rule 7861.0310. 10.The method of selection cannot be manipulated or based on the outcome of an event not under the organization’s control. (349.173)2. Tickets contain the sequential number of the raffle ticket. (349.173)11.Persons are not required to be present at a raffle drawing to be eligible to win. (349.173) (7861.0310) 3. A list of prizes and a statement of other relevant information is made available to ticket purchasers. (349.173)12.Raffle tickets are not sold to or won by persons under age 18. (349.181) (7861.0310)Yes Prizes 4. The organization is the sole owner of all the real or personal property to be awarded. (7861.0260) 13.Purchasers are not required to buy anything other than the ticket. (349.173) (7861.0310) 5. A merchandise certificate is used when a prize requiring registration or licensure (guns, cars, ATVs, etc.) is offered. (7861.0260) Yes House Rules 14.Clear and legible house rules in accordance with MN Rule 7861.0310 are prominently posted at the point of winner selection. 6. Prizes must not consist of lawful gambling equipment including raffle tickets for another raffle. (7861.0260) Yes Post Raffle Conduct 15.An exempt permit financial report (LG220A) must be submitted to the Gambling Control Board within 30 days of the gambling occasion. (349.166) 7. The total value of lawful gambling prizes awarded (use fair market value for donated prizes) does not exceed $50,000 in a calendar year. (349.166)16.Gambling funds may only be spent for allowable expenses and lawful purposes. (349.12 ϯĂΘ25)8. Alcohol is only awarded as a prize to persons who demonstrate that they are 21 years of age or older. (340A.707) 17.Gambling records must be kept for 3½ years. (7861.03ϭ0) CHIEF EXECUTIVE OFFICER’S SIGNATURE (required) Noncompliant Activity: I acknowledge by signing below that my organization must follow all raffle rules and that any gambling activity conducted by the organization at the event that is not in compliance with Minnesota Statute and Rule may subject the organization to citation or the inability to receive future permits to conduct gambling. I understand that my permit will not be issued until this form has been completed and submitted to the Minnesota Gambling Control Board. Signature:Date:Print Name: Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization’s qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization’s qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the application. Your organization’s name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization’s name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota’s Department of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor, national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e., large print, braille) upon request. An equal opportunity employer yͲ otice: The information requested on this ta Gambling Control Board. ttachments) will be used by the Gamblin St Hubert Catholic Community 10001-22-051 April 26, 2024 Heads or Tails ty 2.28.2024 Patty Dolan, Parish Business Administrator 227 Minnesota Gambling Control Board 20 How You May Spend Gambling Funds How You May Not Spend Gambling Funds Allowable expenses - Gambling funds may be spent for allowable expenses, such as: x gambling equipment pull-tabs, bingopaper, bingo blower, paddlewheel tickets, tipboard games ; x advertising; x printing raffle tickets; or x any services or goods that are directly related to the conduct of your gambling. Charitable contributions - Gambling funds may be spent for the following charitable contributions (lawful purpose): x to or by 501(c)(3) organization and 501(c)(4) festival organizations; x relieving the effects of poverty, homelessness, or disability; x problem gambling programs approvedby the Minnesota Department of HumanServices; x public or private nonprofit school; x scholarships Lf a contribution is made to a scholarship fund, it must be made to a nonprofit organization whose primary mission is to award scholarships ; x church; x recognition of military service (open to public) or active military personnel in need; x activities and facilities benefiting youth under age21; x citizen monitoring of surface water quality, with data submitted to Minnesota PCA; x unit of government (NOTE: A direct contribution to a law enforcement or prosecutorialagency is not allowed); x wildlife management projects or activities that benefit the public-at-large, with DNR approval; x grooming and maintaining snowmobile or all-terrain trails that are grant-in-aid trails, or other trails open to public use, with DNR approval; x supplies and materials for DNR training and educational programs; x nutritional programs, food shelves, and congregate dining programs primarily for personswho are 62 or older or disabled; x community arts organizations or programs; x humanitarian service recognizing volunteerism or philanthropy; and x DFTXLVLWLRQDQGUHSDLURIreal property and capital assets (contact the Gambling Control Board for requirements . Controlled contribution - An organization may not retain any control over any contribution made from gambling funds. The only exceptionLV for expenditures by a501(c)(3) organization orD501(c)(4) festival organization to LWV general fund. Financial gain - A contribution or expenditure may not be made if it results in any monetary, economic, financial, or material benefit to the organization making thecontribution or expenditure. Government - An expenditure may not be made for: x influencing the nomination or election of a candidate for public office; x promoting or defeating a ballot question; or x any activity intended to influence an election or a governmental decision- making process. Law enforcement - A direct contribution may not be made to a law enforcement or prosecutorial agency. Pension - A contribution may not be made to a government pension or retirement fund, such as a fire relief association. Conflict of interest - A contribution or expenditure may not be made if it is not allowed under the conflict of interest provisions of the Minnesota Nonprofit Corpo-ration Act, Minnesota Statutes, Section317A.255. Alcohol - An expenditure may not bemade for the purchase of any intoxicating liquor, wine, or malt beverages. Fundraising - An expenditure may not be made for fundraising costs, except as allowed for a 501(c)(3) organization or 501(c)(4) festival organization from its general fund. Other organizations - With few excep- tions, gambling funds may not be contrib- uted to other organizations or clubs such as veterans, fraternal, Lions, etc. unless LWLV a 501(c)(3) organization. Other contributions - A contribution may not be made to a 501(c)(3) organization or another entity with the intent or effect of not complying with lawful purpose restrictions or requirements. / Page of 228 City Council Item March 11, 2024 Item Award Bid Package #1 for the Civic Campus Project File No.Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council awards Bid Package #1 as outlined in the contract award letter dated March 5, 2024, prepared by Kraus-Anderson for the Civic Campus Project." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND The city is constructing a new Civic Campus. The project includes: New City Hall and Senior Center building A four-season park building with an adjacent performance/event plaza known as the "outdoor living room" Splash pad, playground, and gathering lawn Retaining the existing Veterans Memorial and creating a new associated plaza space for ceremonies Retaining and enhancing the event lawn area and skate park on the north side of the site 4 new pickleball courts 229 Project information is available at: https://new.express.adobe.com/webpage/Rjsg9VNukE57v? Additional historical information on the project is available at: https://storymaps.arcgis.com/stories/f6620830c1b9465db9b9d5005169cb1c The city hired Kraus-Anderson to serve as the Construction Manager for the project. The project is divided into two bid packages. Bid Package #1 includes six work scopes. A bid opening was held on February 29, 2024. Kraus-Anderson has verified all bids and recommends the following awards: Work Scope Contractor Bid Amount 03-A Concrete & Masonry Kelleher Construction $1,944,000 03-B Structural Precast Molin Concrete Products Company $498,305 05-A Structural Steel - Material Only American Structural Metals $863,900 14-B Elevator TK Elevator Corporation $163,118 26-B Electrical Equipment - Material Only Fobbe Electric, Inc. $439,0000 31-A Site Clearing & Earthwork Ramsey Companies $1,896,929 Total Base Bid: $5,805,252 Bids for Bid Package #2 are scheduled to be opened on April 18, 2024. The City Council will meet on April 29, 2024, to review bids and consider alternates. The City Council will consider the award on May 13, 2024. DISCUSSION Key Project Dates: Facility Study completed by Snow Kreilich Architects and Kraus-Anderson in 2021-22. The study helped the city understand the condition and projected needs of our public buildings. The complete study and materials are available at https://www.chanhassenmn.gov/?navid=656 September 2022: HKGi presented five concepts for a reimagined City Hall and City Center Park area at a joint City Council and Parks Task Force meeting. February 2023: HKGi presented a preferred concept plan based on feedback to date and provided preliminary cost estimate information for the project. April 2023: FlashVote Survey about desired Civic Campus amenities. April 20, 2023: Public Listening Session and City Hall Tours May 2023: After completing a competitive Request for Qualifications process, hired BKV Group to complete the design and plans for City Hall and the new park building. 230 July 2023: After completing a competitive Request for Qualifications process, hired Kraus- Anderson to serve as Construction Manager for the project. December 12, 2023: Project Open House to review floorplans, site plan, and renderings. June 2024: Construction of Phase 1 is expected to begin. The City Hall/Senior Center building is expected to be completed by July 15, 2024. June 2025: Phase II completion date (estimated). BUDGET The Kraus-Anderson estimate for the six scopes of work was $6,839,406. The awarded bids, totaling, $5,805,252, are $1,033,881 or 15.1% below estimates. The total project budget is $35,200,000. The city intends to issue general obligation bonds to pay for the project. RECOMMENDATION Staff and Kraus-Anderson recommend approval of the Contract Award Letter. ATTACHMENTS Chanhassen Civic Campus Award Letter Bid Package #1 Civic Campus Budget Information 231 Kraus-Anderson Construction Company 501 South Eighth Street, Minneapolis, MN 55404 Office 612-332-7281 | www.krausanderson.com | Fax 612-332-0217 Building enduring relationships and strong communities March 5th, 2024 Ms. Laurie Hokkanen City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 RE:Chanhassen Civic Campus Contract Award Letter Dear Ms. Hokkanen: This letter is concerning the contract awards for the above referenced project that was bid on February 29th, 2024. Kraus-Anderson has verified bidders and we submit the following lowest responsible bidders and their total bid amount: Work Scope Contractor, City, State Bid Amount WS 03-A Concrete & Masonry Kelleher Construction, Inc. Burnsville, MN Base Bid:$1,944,000.00 WS 03-B Structural Precast Molin Concrete Products Company Lino Lakes, MN Base Bid:$498,305.00 WS 05-A Structural Steel – Material Only American Structural Metals, Inc. Somerset, WI Base Bid:$863,900.00 WS 14-B Elevator TK Elevator Corporation Minneapolis, MN Base Bid:$163,118.00 WS 26-B Electrical Equipment – Material Only Fobbe Electric, Inc. Delano, MN Base Bid:$439,000.00 WS 31-A Site Clearing & Earthwork Ramsey Excavating Company, Inc. dba Ramsey Companies Brooklyn Park, MN Base Bid:$1,896,929.00 Total Base Bid: $5,805,252.00 232 We have enclosed the Bid Tabulation sheets that reflect the bids received. If you have any questions regarding this information, please do not hesitate to contact me at 763- 453-5972. Very truly yours, KRAUS-ANDERSON® CONSTRUCTION COMPANY Dan Kjellberg Project Manager 233 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 03-A: CONCRETE & MASONRY BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER Steenburg Watrud Construction Kelleher Construction, Inc. Northland Concrete & Masonry, LLC Axel H. Ohman, Inc. Dayco Concrete Company, Inc. B&D Associates, LLC BID SECURITY Bid Bond Bid Bond Bid Bond Bid Bond Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 1-3 1-3 1-3 1-3 BASE BID $1,861,026.00 $1,944,000.00 $1,988,600.00 $1,996,316.00 $1,998,975.00 $2,050,000.00 CHANHASSEN CIVIC CAMPUS BP #1 234 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 03-A: CONCRETE & MASONRY BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER Gresser Companies Donlar Construction Company BID SECURITY Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 BASE BID $2,076,300.00 $2,339,000.00 CHANHASSEN CIVIC CAMPUS BP #1 235 10967 CLARK ROAD • INVER GROVE HEIGHTS, MN 55077 • Phone (651) 457-2291 • FAX (651) 457-8535 STEENBERG-WATRUD CONSTRUCTION, LLC CONCRETE & MASONRY CONTRACTORS 05 March 2024 Chanhassen Civic Center – Bid Package #1 Dan, Per our conversation over the phone earlier this morning, it has become apparent that we had a misinterpretation of the bid documents regarding the exterior wall footings related to note #16 on S099. As such, we do not have the RW16 footings included at all the exterior foundation walls, since we figured the footings as shown on the S099 drawings. This is unfortunately a very large cost item, to the extent that we are regretfully requesting that our bid proposal to Chanhassen City Hall be removed from consideration. Thanks, Chris Keller, Senior Project Manager Steenberg-Watrud Construction, LLC 236 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 03-B: STRUCTURAL PRECAST BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER Molin Concrete Products Company Wells Concrete Products Company Taracon Precast, LLC BID SECURITY Bid Bond Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 1-3 BASE BID $498,305.00 $774,000.00 $779,903.00 CHANHASSEN CIVIC CAMPUS BP #1 237 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 05-A: STRUCTURAL STEEL - MATERIAL ONLY BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER American Structural Metals, Inc. Berghs Fabricating, Inc. Construction Systems, Inc. BID SECURITY Bid Bond Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 1-3 BASE BID $863,900.00 $1,006,100.00 $1,075,060.00 CHANHASSEN CIVIC CAMPUS BP #1 238 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 14-B: ELEVATOR BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER TK Elevator Corporation BID SECURITY Bid Bond ADDENDA REC'D.1-3 BASE BID $163,118.00 CHANHASSEN CIVIC CAMPUS BP #1 239 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 26-B: ELECTRICAL EQUIPMENT - MATERIAL ONLY BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER Fobbe Electric, Inc. Bloomington Electric Company Phasor Electric Company Laketown Electric Corporation BID SECURITY Bid Bond Bid Bond Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 1-3 1-3 BASE BID $439,000.00 $448,666.00 $460,000.00 $480,000.00 CHANHASSEN CIVIC CAMPUS BP #1 240 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 31-A: SITE CLEARING & EATHWORK BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER Ramsey Excavating Company, Inc. dba Ramsey Companies S.M. Hentges & Sons, Inc. Kevitt Excavating, LLC Frattalone Companies, Inc. Rachel Contracting, LLC Park Construction Compay BID SECURITY Bid Bond Bid Bond Bid Bond Bid Bond Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 1-3 1-3 1-3 1-3 BASE BID $1,896,929.00 $2,046,000.00 $2,073,000.00 $2,569,950.00 $2,683,020.00 $2,720,520.00 Alt 1: Stormwater $1,804,326.00 $1,200,000.00 $1,311,500.00 $1,456,990.00 $1,586,980.00 $1,363,235.00 CHANHASSEN CIVIC CAMPUS BP #1 241 BID TABULATIONS FEBRUARY 29TH, 2024 @ 2:00PM OWNER: City of Chanhassen ARCHITECT: BKV Group WORK SCOPE 31-A: SITE CLEARING & EATHWORK BIDDER BIDDER BIDDER BIDDER BIDDER BIDDER Max Steininger, Inc. Veit & Company, Inc. Urban Companies, LLC Meyer Contracting, Inc. BID SECURITY Bid Bond Bid Bond Bid Bond Bid Bond ADDENDA REC'D.1-3 1-3 1-3 1-3 BASE BID $2,830,750.00 $3,089,495.00 $3,400,000.00 $5,077,170.14 Alt 1: Stormwater $1,641,350.00 $1,525,000.00 $1,620,000.00 $1,445,922.66 CHANHASSEN CIVIC CAMPUS BP #1 242 Civic Campus Project Budget Project Element Budget City Hall/Senior Center Building $19,200,000 Site Improvements (grading, utilities, etc.)$5,750,000 Underground Parking $2,175,000 Park Pavilion and Outdoor Living Room $2,040,000 Splashpad, Playground, Skatepark & other Park Amenities $1,145,000 Other Project Costs (architects, construction management, etc.) $4,890,000 Total Project Budget $35,200,000 243 Levy Projections 2024-2028 Fund 2024 Adopted 2025 Projected 2026 Projected 2027 Projected 2028 Projected General $11,851,000 $12,325,000 $12,818,000 $13,331,000 $13,864,000 Fleet & Equipment 658,000 678,000 678,000 705,000 733,000 Facilities 166,000 171,000 171,000 178,000 215,000 Pavement Management Program 982,000 1,011,000 831,000 1,051,000 1,093,000 Transportation Infrastructure Management 232,000 239,000 239,000 249,000 259,000 PW Facility Debt Service 566,000 127,000 369,000 451,000 497,000 Civic Campus Debt Service 0 972,023 1,613,273 2,010,806 2,003,041 Total Levy $14,455,000 $15,523,023 $16,719,273 $17,975,806 $18,664,041 % Levy Increase from Prior Year 7.4%7.4%7.7%7.5%3.8% 244 Projected Annual Taxes $1,218 $1,293 $1,389 $1,496 $1,608 $1,669 $1,736 $- $200 $400 $600 $800 $1,000 $1,200 $1,400 $1,600 $1,800 $2,000 2023 2024 2025 2026 2027 2028 2029 Projected Annual City Property Tax$582,000 Valued Home in 2023 245 City Council Item March 11, 2024 Item Maintenance Agreement between the Riley Purgatory Bluff Creek Watershed District and the City of Chanhassen for the Lake Ann Park Preserve File No.Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Jerry Ruegemer, Park and Recreation Director Reviewed By Jerry Ruegemer SUGGESTED ACTION The City Council Approves Maintenance Agreement between the Riley Purgatory Bluff Creek Watershed District and the City of Chanhassen for the Lake Ann Park Preserve Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY BACKGROUND DISCUSSION As part of the Lake Ann Park Preserve Boardwalk and Trail projects, a Riley Purgatory Bluff Creek Watershed District permit is required. Several of the Watershed District’s rules must be met, including Wetland and Creek Buffers, Waterbody Crossings and Structures, and Stormwater Management. The application was submitted to the Watershed District and is anticipated to be before the Board of Managers at their March 13, 2024 meeting as a consent agenda item. One of the standard conditions of approval that the Watershed District places on all applications is an agreement with the applicant that the Watershed District rules will be followed in perpetuity. 246 The attached Maintenance Agreement Between the Riley Purgatory Bluff Creek Watershed District and the City of Chanhassen commits the city to, at its cost, inspect and maintain the wetland and creek buffer, waterbody crossings, and stormwater management facilities. The city must also provide an annual written report to the Watershed District that describes any maintenance activities that were performed under the agreement. The Watershed District will likely approve the city’s application at its board meeting on March 13, 2024, and then, weather permitting, the city’s boardwalk contractor may get started on installing the boardwalks for the project. Project information and updates are available to the public on the city’s website: www.chanhassenmn.gov/parkpreserve. BUDGET RECOMMENDATION The City Council Approves the Maintenance Agreement between the Riley Purgatory Bluff Creek Watershed District and the City of Chanhassen for the Lake Ann Park Preserve. ATTACHMENTS Operation and Maintenance Agreement 247 1 MAINTENANCE AGREEMENT Between the Riley Purgatory Bluff Creek Watershed District and The City of Chanhassen This Maintenance Agreement (Agreement) is made by and between the Riley Purgatory Bluff Creek Watershed District, a watershed district with purposes and powers set forth at Minnesota Statutes chapters 103B and 103D (RPBCWD), and the City of Chanhassen, a statutory city and body corporate and politic of the State of Minnesota (City). Recitals and Statement of Purpose WHEREAS pursuant to Minnesota Statutes section 103D.345, the RPBCWD has adopted and implements the Wetland and Creek Buffers Rule, the Waterbody Crossings and Structures Rule and the Stormwater Management Rule; WHEREAS under the Wetland and Creek Buffers Rule, certain land development activity triggers the requirement that the landowner record a declaration establishing the landowner’s perpetual obligation to protect undisturbed buffer adjacent to a creek or wetland; WHEREAS, under the Waterbody Crossings and Structures Rule, certain land development activity requires the landowner to record a declaration establishing the landowner’s perpetual obligation to inspect and maintain waterbody crossings and structures in accordance with approved plans; WHEREAS under the Stormwater Management Rule, certain land development activity triggers the requirement that the landowner record a declaration establishing the landowner’s perpetual obligation to inspect and maintain stormwater-management facilities; WHEREAS in each case, a public landowner, as an alternative to a recorded instrument, may meet the maintenance requirement by documenting its obligations in an unrecorded written agreement with the RPBCWD; WHEREAS in accordance with the RPBCWD rules and as a condition of permit #2024-005, the City’s perpetual obligation to maintain wetland and creek buffer, 248 2 waterbody crossings and stormwater facilities must be memorialized in a maintenance agreement specifying requirements and restrictions; WHEREAS City and the RPBCWD execute this Agreement to fulfill the condition of permit no. 2024-005, and concur that it is binding and rests on mutual valuable consideration; THEREFORE City and RPBCWD agree as follows that City, at its cost, will inspect and maintain the wetland and creek buffer, waterbody crossings and stormwater facilities as shown in the site plan attached to and incorporated into this Agreement as Exhibit A in perpetuity as follows: 1. BUFFER AREAS a. Buffer vegetation must not be cultivated, cropped, pastured, mowed, fertilized, subject to the placement of mulch or yard waste, or otherwise disturbed, except for periodic cutting or burning that promotes the health of the buffer, actions to address disease or invasive species, mowing for purposes of public safety, temporary disturbance for placement or repair of buried utilities, or other actions to maintain or improve buffer quality and performance, each as approved by the District in advance in writing or when implemented pursuant to a written maintenance plan approved by the District. b. Diseased, noxious, invasive or otherwise hazardous trees or vegetation may be selectively removed from buffer areas and trees may be selectively pruned to maintain health. c. Pesticides and herbicides may be used in accordance with Minnesota Department of Agriculture rules and guidelines. d. No fill, debris or other material will be placed within a buffer. e. No structure or impervious cover (hard surface) may be created within a buffer area beyond that shown in the scaled site plan attached to this declaration as Exhibit B. f. Permanent wetland buffer markers will be maintained in the locations shown on the approved site plan attached as Exhibit C. Language shall indicate the purpose of the buffer, restrictions, and the name 249 3 and website address of the Riley Purgatory Bluff Creek Watershed District. 2. WATERBODY CROSSINGS & STRUCTURES a. Crossings and structures in contact with the bed or bank of a waterbody will be inspected at least once a year and maintained in good repair in perpetuity to ensure adequate hydraulic and navigational capacity is retained in accordance with approved plans; to ensure no net increase in the flood stage beyond that achieved by the approved plans; to prevent adverse effects to water quality, changes to the existing flowline/gradient and increased scour, erosion or sedimentation; and minimizing the potential for obstruction of the waterbody. 3. STORMWATER FACILITIES a. Infiltration basins and biofiltration basins. Infiltration basins and biofiltration basins will be inspected annually to ensure continued live storage capacity at or above the design volume. Invasive vegetation, excess sediment and debris will be removed as needed and healthy plant growth will be maintained to ensure that the facilities continue to perform per design. The stormwater facility locations are shown on the approved site plan attached as Exhibit D. Cross-section details of the basins are attached as Exhibit E. 3. Reporting. City will submit to the RPBCWD annually a brief written report that describes stormwater facility maintenance activities performed under this declaration, including dates, locations of inspections and the maintenance activities performed. 4. Property Transfer. If City conveys into private ownership a fee interest in the property that is the subject of this Agreement, it shall require as a condition of sale, and enforce: (a) that the purchaser record a declaration on the property incorporating the maintenance requirements of this Agreement; and (b) that recordation occur either before any other encumbrance is recorded on the property or, if after, only as accompanied by a subordination and consent executed by the encumbrance holder ensuring that the declaration will run with the land in perpetuity. If City conveys into public ownership a fee interest in any property that has become subject to this Agreement, it shall require as a 250 4 condition of the purchase and sale agreement that the purchaser accept an assignment of all obligations vested under this Agreement. 5. This Agreement may be amended only in a writing signed by the parties. 6. The recitals are incorporated as a part of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT By ___________________________________ Date: President, Board of Managers City of Chanhassen By: _______________________________ Date: Its Mayor By: _______________________________ Date: Its Manager 251 16"22"24"24"18"12"12"12"30"16"20"12"14"48"14"18"32"48"22"20"22"12"RIM 981.27INVINVINVINVINVINVRIM 980.92INVINVINVINVINVINVSRIM 979.66INVINVINVINVINVINVFPFP48"LIFTPSRIM 967.84INVINVINVINVINVINV30"12"26"10"10"12"28"24"12"28"22"26"22"14"22"28"32"24"28"20"28"SB-832"16"20"24"14"28"SB-720"26"24"16"22"28"SB-620"22"22"20"24"22"16"20"20"22"22"12"16"SB-510"14"16"18"18"24"20"24"24"16"32"18"12"SB-410"10"14"16"16"16"22"18"12"14"12"36"24"SRIM 979.55INVINVINVINVINVINVSRIM 970.20INVINVINVINVINVINVSB-236"24"16"18"12"22"18"12"32"22"18"18"32"12"12"12"12"14"16"14"20"38"20"20"48"48"48"48"48"12"50" VTL E22"14"SB-1124"32"38"16"18"28"28"14"14"22"12"16"24"20"24"18"12"14"18"26"20"14"20"40"28"26"30"18"24"26"18"48"36"18"48"SB-1224"36"12"18"12"40"18"18"12"38"38"SB-318"SRIM 965.13INVINVINVINVINVINVSRIM 963.11INVINVINVINVINVINVSRIM 964.05INVINVINVINVINVINV12"12"12"36"16"30"12"40"24"36"18"16"16"22"18"12"24"14"24"14"24"36"36"18"36"12"14"24"30"12"16"16"16"16"18"26"20"12"14"16"24"18"16"24"36"18"16"18"16"12"24"18"24"12"12"12"18"18"60"26"26"26"26"28"28"24"12"24"26"24"24"14"12"16"14"14"14"16"28"14"18"12"18"36"12"14"14"16"14"12"38"16"20"50"16"28"18"26"24"26"24"16"20"26"18"24"24"16"12"24"26"20"24"24"18"14"28"24"24"40"16"40"16"36"50"36"14"14"14"14"18"22"24"14"16"22"24"24"18"12"12"12"30"16"20"12"14"48"14"18"32"48"22"20"22"12">>>>>WETWETWE T WE T WETWETWETWETWETWETWET WETWETWET WET WETWET SB-10SB-9SB-1>WETWETW E T WETWET03-05-2024Save: 2/16/2024 9:38 PM lhock Plot: 3/5/2024 3:08 PM X:\FJ\H\HOISI\171884\5-final-dsgn\51-drawings\50-Hydro\Drainage Maps\CH176519 Impervious Calcs.dwg0feetscale30603015 PROJECT NO.DATE:CHANP176519LAKE ANN PARK PRESERVEIMPROVEMENTSCHANHASSEN, MNO&M - WATERBODY CROSSINGSWATERBODYCROSSING &BOARDWALK AWATERBODY CROSSING &BOARDWALK BWATERBODYCROSSING &BOARDWALK CPARCEL BOUNDARY (TYP)WETLAND 1 BOUNDARYLAKE ANNLAKE LUCYWETLAND 4BOUNDARYWETLAND 3BOUNDARYWETLAND 2BOUNDARYSTORMWATER FACILITIES252 D D D D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D Project: CHAPR 176519 Map by: lm enden Projection: UTM NAD 83 Zone 15N Source: Google, SEH, ESRI This map is neither a le gally re corded map nor a survey ma p and is not intende d to b e use d as on e. Th is ma p is a compilatio n of record s, informatio n, a nd da ta ga th ered from va rious source s listed o n th is ma p and is to be used for reference p urposes only. SEH doe s not warran t that th e Geograp hic In formation Syste m (GIS ) Data used to prepare this map are error free, and SE H does not represent that the GIS Data can b e u sed for n aviga tion al, tracking, or an y other p urp ose requ iring exa ctin g measure ment o f distan ce or d irection or p re cision in th e d epiction of g eog rap hic fe ature s. The u ser of this map acknowled ges that SEH sha ll not be liab le for any da mages wh ich arise out o f the use r's a cce ss or use of data provide d. Figure 2 Print Date: 2/26/2024Path: C:\Users\lmenden\Desktop\Lake Ann GIS\Fig02_working.mxdWetland Buffer Area Lake Ann Preserve Boardwalk Improvements Chanhassen, Carver C ounty, M innesota 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 PH ONE: (651) 490-2000 FAX: (651) 490-2150 WATTS: 800-325-2055 www.sehinc.com 0 925462.5 Feet Legend D Wetla nd Buffer Sign s Trail Alignme nt Wetla nd Boun dary Parcels Required Min imu m Bu ffer Required Average Bu ffer Prop ose d Wetla nd Buffer Ste ep Slopes Previously Esta blished Wetland Bu ffe r ±Wetlan d 1 Wetlan d 1 Wetlan d 2 Wetlan d 3 Wetlan d 4 Buffer Areas in Square Feet Wetland Required Average Buffer Area Proposed Buffer Area Buffer Surplus Average Buffer Width in Ft1330,048 371,471 41,423 88.80245,901 46,504 603 81.04391,450 91,731 281 80.244101,449 102,523 1,074 80.80 Exhibit B 253 LAKE ANNLAKE LUCY>>WETWETWE T WE T WETWETWETWETWETWETWET WETWETWET WET WETWET>WETWETW E T WETWET00+10000+10500+1100 0 + 1 1 5 0 0 + 1 2 0 00+12500+13000+13500+14027.86+14300+20000+20500+21000+21500+220 00+225 00+23000+23544.72+236Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision Issueof90% PRELIMINARY31Save: 2/26/2024 12:33 PM aolsen Plot: 2/26/2024 1:26 PM X:\FJ\H\HOISI\171884\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\HO171844BUFFER SIGNING.dwg------55HOISI171884WETLAND BUFFER SIGNINGLAKE ANN PRESERVE IMPROVEMENTSCHANHASSEN, MN4458101-17-2024JENNIFER C. DESRUDE, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.0feetscale200400200100WETLAND BUFFER SIGN (TYP.)ExhibitC254 16"22"24"24"18"12"12"12"30"16"20"12"14"48"14"RIM 981.27INVINVINVINVINVINVRIM 980.92INVINVINVINVINVINVSRIM 979.66INVINVINVINVINVINVFPFPLIFTPSRIM 967.84INVINVINVINVINVINV30"12"16"22"24"24"18"12"12"12"30"16"20"12"14"48"14"XWDGGXCXC00+14327.86+143970 975967968969 971 972 973 974 976 977 978 979 965966 96 5 965 965966966 966 965 970964966967968969971972973974970975980 966 967968969971 972973974976977 978 979 981 982982 9839839849849 7 5 9 8 0 9 7 1 9 7 2 9 7 3 9 7 4 97 6 9 7 7 9 7 8 9 7 9 9 8 1 9 8 2 9 8 3 970 975 969 971 972 97 3 974 976 977978978979979970975969971972973974976977978979CURB CUT, CONCRETEPAD AND PAVERSPRETREATMENTCURB CUT, CONCRETEPAD AND PAVERSPRETREATMENT-1:4-1:4-1:4 -1:4-1:3-1:4TBC1001981.24TBC1002979.81TBC1003974.74TBC1004972.20TBC1005970.10TBC1006969.35TBC1007968.99TBC1008968.69TBC1009967.87TBC1010967.08CURB CUT1011966.32CURB CUT1012966.18TBC1013966.85PED1014966.38PED1015966.22TBC1016966.67TBC1017966.47TBC1018966.18TBC1019966.02CURB CUT1020965.40CURB CUT1021965.320" CURB1022965.850" CURB1023966.150" CURB1024966.16TBC1025966.79TBC1026967.64TBC1027968.72TBC1028968.35TBC1029968.36TBC1030968.78TBC1031970.10TBC1032972.20TBC1033974.74TBC1034979.59TBC1035978.58BIT1036965.94BIT1037965.88CONC1038966.15CONC1039965.85CONC1040966.15CONC1041966.06CONC1042965.68CONC1043965.65CONC1044965.90CONC1045965.77CONC1046965.83CONC1047965.74CONC1048965.841.0%4.0%2.0%1.5%1.5%1.0%1.0%2.0%2.0%2.0%2.0%3.0%TIP-OUT CURB4.1%3.8 %00+70000+70100+70225+702>>>>>>>>>>>>>>>>>>>>>>>COCO3 . 4 2%OSOSST-2ST-19659709759809859909951000965.7 968.1 973.7 979.0 979.7 967.38 970.19 974.95 979.35700+00701+00702+0010.18%4.96%4.00%3.57%-4.00%PVI STA=700+27.18 EL=966.28 PVI STA=700+28.18 EL=966.30 PVI STA=702+14.92 EL=979.77 PVI STA=702+10.92 EL=979.77PVI STA=702+12.92 EL=979.69 PVI STA=701+89.92PVI EL=979.02L=30'K=4.54PVC STA=701+74.92 EL=977.49 PVT STA=702+04.92 EL=979.55PVI STA=701+00.00PVI EL=969.86L=50'K=9.57PVC STA=700+75.00 EL=968.62 PVT STA=701+25.00 EL=972.41 28Save: 2/26/2024 11:42 AM aolsen Plot: 2/26/2024 12:14 PM X:\FJ\H\HOISI\171884\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\HO171884CT1.dwgAJB####0feetscale102010555Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision Issueof90% PRELIMINARYHOISI171884GREENWOOD SHORES PARKING LOTGRADING PLANLAKE ANN PRESERVE IMPROVEMENTSCHANHASSEN, MN4458101-17-2024JENNIFER C. DESRUDE, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.MATCH EXIST. PAVEMENTPROTECT RETAINING WALLMATCH EXIST. BIT. PAVEMENTCONCRETE B612 CURBAND GUTTER (TYP.)MATCH EXIST. CURBAND GUTTERMATCH EXIST.CONCRETE WALKPROFILE 1"=20'CURBLINE / PED RAMPPROPOSED PARKING LOT℄ GRADEEXISTING GROUNDPROFILE AT ℄OUTLET ELEV.=961.006" WYE6" CLEANOUTINV=961.756" CLEANOUTINV=961.75NORTH BASINTOP=965.50BOTTOM=964.50CENTER BASINTOP EL. 965.00BOTTOM EL. 964.50SOUTH BASINTOP EL. 966.00BOTTOM EL. 963.754' WIDE, 3.2' BROADOVERLAND WEIRELEV.=965.33INSTALL RODENT GUARD(MNDOT STD. PLATE 3131)NOTES:1.STOCKPILE SANDY SURFACE SOILS SEPARATELY FOR USE ABOVE THE SUBDRAIN.INFILTRATION BASIN CONSTRUCTION:1.THE CONTRACTOR SHALL MAINTAIN PERIMETER SEDIMENT CONTROL MEASURES (I.E. SILT FENCE, SEDIMENT CONTROL LOGS) AROUND THE INFILTRATION BASIN DURING ALL PHASES OF CONSTRUCTION. THE INFILTRATION AREAMUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT, AND MATERIAL STOCKPILES OUT OF THE PROPOSED INFILTRATION AREA.2.THE CONTRACTOR SHALL ENSURE THAT THE INFILTRATION BASIN IS NOT USED AS A SEDIMENT TRAP DURING CONSTRUCTION AND THAT NO RUNOFF ENTERS THE BASIN PRIOR TO THE COMPLETION OF CONSTRUCTION ANDCOMPLETE STABILIZATION OF SURROUNDING AREAS DRAINING TO THE BASIN. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT RUNOFF FROM ENTERING THE INFILTRATION BASIN WORK AREA.3.NO EQUIPMENT SHALL BE DRIVEN IN THE AREA OF THE BASIN PRIOR TO ITS CONSTRUCTION, AND WHEN IT IS CONSTRUCTED ONLY LIGHT EARTH MOVING EQUIPMENT WITH TRACKS SHALL BE USED.4.AFTER FINAL GRADING, THE BASIN'S FLOOR SHALL BE TILLED TO A DEPTH OF AT LEAST 6 INCHES TO PROVIDE A WELL-AERATED, POROUS SURFACE. SMEARING OF THE SOIL IN THE BASIN SHALL BE AVOIDED AND IF SMEARINGDOES OCCUR IT SHALL BE CORRECTED BY RAKING OR RE-TILLING OF THE BASIN.5.IMMEDIATELY FOLLOWING INFILTRATION BASIN CONSTRUCTION, THE ENTIRE BASIN SHALL BE SEEDED AND STABILIZED AS INDICATED IN THE PLANS. THE BASIN MUST BE FULLY STABILIZED PRIOR TO ANY UPSTREAM RUNOFFBEING DIRECT TO THE BASIN.6.INFILTRATION FACILITIES SHALL NOT BE EXCAVATED WITHIN 3 FEET OF FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREAS HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANY ACCUMULATED SEDIMENT MUST BEREMOVED IN A MANNER THAT PREVENTS COMPACTION OF THE BOTTOMVALLEY GUTTER (TYP.)4' WIDE, 4.1' BROADOVERLAND WEIRELEV. = 964.704' WIDE, 3.8' BROADOVERLAND WEIR965.75VALLEY GUTTER (TYP.)SEE SHEET 29 FOR ST-1 / ST-2 OUTLETINFORMATION.CONNECT SUBDRAIN T OST-2 AT INV. = 961.37OUTLET ELEV. = 962.00INSTALL RODENT GUARDExhibitDSOUTH BIOFILTRATION BASINCENTER INFILTRATION BASINNORTH INFILTRATION BASIN255 NORTH BASINBASIN TOP = 965.50BASIN BOTTOM = 964.50OVERLAND WEIR EL. = 965.33CENTER BASINBASIN TOP = 965.00BASIN BOTTOM = 964.50OVERLAND WEIR EL. = 964.70SOUTH BASINSUBDRAIN INVERT = 961.75BASIN TOP = 966.00BASIN BOTTOM = 963.75OVERLAND WEIR EL. = 965.753.00' NATIVE SANDY SOILS3.00' NATIVE SANDY SOILS6" TOPSOIL8" BIOFILTRATION MEDIA MIX D2" CHOKER STONE (#8, #78, OR #89 STONE)2" FILTER AGGREGATE (#57 STONE)6" PVC PERFORATED SUBDRAINCOMPACTED CLAY LINERNOTES:1.SLOPE SUBDRAIN TO OUTLET AT 0.50%.2.MEDIA MIX D SHALL CONTAIN:2.1.SILT + CLAY: 25-40%, BY DRY WEIGHT.2.2.TOTAL SAND: 60-75%, BY DRY WEIGHT.2.3.TOTAL COURSE AND MEDIUM SAND: MIN. OF 55%OF TOTAL SAND, BY DRY WEIGHT.2.4.FINE GRAVEL (LESS THAN 5mm): UP TO 12%, BYDRY WEIGHT (CALCULATED SEPARATELY FROMSAND/SILT/CLAY TOTAL).2.5.ORGANIC MATTER CONTENT: 2-5% MNDOT GRADE2 COMPOST.30Save: 2/26/2024 11:42 AM aolsen Plot: 2/26/2024 1:28 PM X:\FJ\H\HOISI\171884\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\HO171884CT1.dwgAJB####55Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision Issueof90% PRELIMINARYHOISI171884BMP DETAILSLAKE ANN PRESERVE IMPROVEMENTSCHANHASSEN, MN4458101-17-2024JENNIFER C. DESRUDE, PEI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTA.DATELICENSE NO.BASIN SECTIONSNTSExhibitENORTH INFILTRATION BASINCENTER INFILTRATION BASINSOUTH BIOFILTRATION BASIN256 City Council Item March 11, 2024 Item Approve an Encroachment Agreement between City of Chanhassen and Alfred A. Alejo and Mary Alejo File No.N/A Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Stacy Osen, Administrative Support Specialist Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council approves an encroachment agreement allowing Alfred A. Alejo and Mary Alejo to construct a fence on the subject property that encroaches into the city's easement area at 7465 Chippewa Trail." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY N/A BACKGROUND The property owners of 7465 Chippewa Trail (Alfred and Mary Alejo) desire to construct a fence. Their property is legally described as Lot 6, Block 3, Chanhassen Vista. This fence will encroach into the city's easement areas, and therefore are requesting an encroachment agreement (EA). DISCUSSION The attached EA was drafted by the City Attorney's office and is signed by the property owner. Upon city approval and execution, the EA will be recorded against the property. 257 BUDGET N/A RECOMMENDATION Staff recommends City Council approve the Encroachment Agreement. ATTACHMENTS 7465 Chippewa Trail 3.11.24 EA 258 (reserved for re c o rdin g info rmation ) ENCROACHMENT AGREEMENT AGREEMENT made this - day of 2024, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and ALFRED A. ALEJO and MARY ALEJO, married to each other ("Owners"). 1. BACKGROUND. Owners are the fee owners of certain real property located in the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows: Parcel ID No. 25.1980150 Lot 6, Block 3, CHANHASSEN VISTA (abstract) having a street address of 7465 Chippewa Trail, Chanhassen, Minnesota 55317 ("Subject Property"). The City owns easements for drainage and utility purposes over portions of the Subject Property ("Easement Areas"). Owners desire to construct a fence on the Subject Property that encroaches on the City's Easement Areas as depicted on the attached Exhibit "A" (consisting of two pages). 2. BNCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the fence conditioned upon 12301 48v I 259 removable fence panels in areas where the fence encroaches on existing utilities and"/or installation of gates having a clear span the width of the easement for City access to its Easement Areas. Further conditions of encroachment approval are as follows: o The fence must allow water to pass under it so as not to impede overland water flow during rain events. o The fence must remain a minimum distance of five (5') feet from the outside edge of all drainage and utility structures, or (7.5') from the center of the structure cover, a minimum of one (1") inch from the property line, and aminimum of two (2') feet from the outside edge of all storm sewer piping (see detail provided in Exhibit A). Pipe location will be verified during final inspection of the fencing. o The fence posts shall be placed on the Subject Property but not attached to neighboring fences and must not cross the property lines. o The City shall have no responsibility to maintain the fence located in the Easement Areas. o Owners must maintain the fence located on the Subject Property. o Owners are fully responsible and liable for any and all damage caused to the fence because of it being constructed in the Easement Areas. Further, Owners agree that the fence shall be constructed consistent with all applicable federal, state and local laws and regulations. 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Areas, Owners, for themselves, their heirs, successors and assigns, hereby agree to indemnify and hold the City harmless from any damage caused to the Subject Property, including the fence and removal of fence panels and/or gates in the Easement Areas, caused in whole or in part by the encroachment into the Easement Areas. 4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at any time if it is reasonably necessary for the City to occupy the Easement Areas for drainage or utility purposes and the fence is inconsistent with the City's use of the easement. Prior to termination, the City will give the then owner of the Subject Property thirty (30) days advance written notice, except that no notice period will be required in the case of an emergency condition as determined solely by the City and this Agreement may then be terminated immediately. The 2230148v1 260 property owner shall remove that portion of the fence to the extent it impacts the Easement Areas to the effective date of the termination of this Agreement. If the owner fails to do so, the City may remove the fence to the extent it impacts the Easement Areas and charge the cost of removal back to the owner for reimbursement. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF CHANHASSEN By (sEAL)Elise Ryan, Mayor And Laurie Hokkanen, City Manager STATE OF MINNESOTA COUNTY OF CARVER The foregoing instrument was acknowledged before me this day of -@;3%fl ;'*ti:;Ir,:#1il,,i:xH:1,:lJ":i";'iff,li],:'lii".ilfi:; the corporation and pursuant to the authority granted by its City Council. Notary Public ) )ss ) 3230148v I 261 STATE OF MINNESOTA COUNTY OF Q,arve,r hl\ DRAFTED BY: Cnrpnnr,r, KNursoN, Pr ofe s s io nal A s s o c iatia n Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP/mkl PROPERTY OWNERS: A. Alejo Mary N, ) )ss )COUNTY OF tar'/e( The foregoing instrument was acknowledged before me this r4 aa*t 2024, by Alfred A.spouse to Mary Alejo. 4Uetd,rn day of AMY K. WEIDMAN Notary Public-Minnesota My Commlsdon Erpiros Jan 31, 2027 STATE OF MINNESOTA ) )ss. ) The foregoing instrument was acknowledged before me this t day of 2024, by Mary Alejo,to Alfred A. Alejo. 44/brdr^ AMY K. WEIDMAN Notary Public-Minnesota Notary W Comml.slon Explres&n 31,2027 42301 48v I A(( ll\ b 262 EXHIBIT "A' Page 1 of2 LOT SURVEYS OOflPAltV, rtc. l4rDaillrrG lDorEtlrD urtrllI t orltarl(rSlltrrr/l taf .?Jfnt{rro a.}r l-..faf.ht*L{ra frrlfr Crilld ffisso- oc'prE8 ri(L +-= DmoE trfr. Drritli Q1) a.a- rtqord urv.tlo ,...t ,ll[rrlrt &ifitl{ [rratl0 t?.qf Lilrrlrt - Slft lrtrl I.llcn . l:: - 7i'g,a0o cdt€'-Fha' ?:t+@ l-*, t t'S'S?t',I t4+, {06e3.6 140.0ll3, I - -ro't-r-\!t- da !! a,{,, ,T l. .Itc (J F' {___ -l I- Drwc I 1_ I via t0' Strn S€re. fog m't L'.2:$v!;t r r46f rd 6, lld ,. ocrErsgl Ylsfr fL6lt.rut. ann r i!,tr rf d rd t ffit ttfr !t ,ar. hrt r-!L-- 1los { HItrEN* "?r}'L 5 Tadud loaa/ Ortr El-a /@lC Lffit r5it Flffi /e5,L feulncc 16',+" p 8r7aad ,o c-{-J at *aytom strmffi strrcamFence ?irat twn sttm 9etrcf gFing 5230 I 48v 1 ! Ilrd.t hdd llrb $t hr gEriltlfl Gl, I I l.--__,lcl I f\{.tdIJrf,\i <++-++F 263 Page 2 of 2 OfFSflT _t., : .r.l l,t ,r.l ,il,,r HPE olJ?ER DhMETER I ,:t t..l.. I llr -1.:-'l ' I dr . t- .', ii -f,!l- \ - l\l- ': moegplv,trt FENCE OFFSET FROM STRUCTURE AND PIPING 6230 I 48v I "//t- 264 City Council Item March 11, 2024 Item Visitor Presentation - Liz Williams File No.Item No: E.1 Agenda Section VISITOR PRESENTATIONS Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Visitor Presentation 265 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. Select City Council Meeting date you would like to attend: 03/11/2024 In 2024, the Chanhassen City Council meets on the second and fourth Mondays of each month. Printable 2024 City 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 Liz Williams * Address 7611 Kiowa Avenue Chanhassen MN 55317 * Phone (612) 500-8038 * Email lizwilliams2370@gmail.com Council Action Requested * Provide a brief description of the action you are requesting from the City Council. Can you please consider making it a City Code to require all property owners and citizens to be notified any of changes in the Downtown West and Downtown East areas (i.e. – postcard or other mailing format)? Also include additional notification measures to be posted on all occupied City buildings where the public frequents (e.g. – library, senior center, community center) to be in addition to and not in lieu of. Summary of Information * Provide a narrative of the request including need, costs, timetable, background, etc. It is evident by the lack of apparent knowledge across the City that the methods of communication are limited to those who are signed up for emails, texts, and/or those who receive the local newspaper. The current City population in 2024 is approximately 25,000. 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 Kim Meuwissen at 952-227-1107 or by email. Page | 1 266 City Council Item March 11, 2024 Item Consider Preliminary Plat and Site Plan request for Market Street Addition; Redevelopment of the Chanhassen Cinema and Hotel. (Planning Case 24-01) File No.24-01 Item No: F.1 Agenda Section GENERAL BUSINESS Prepared By Eric Maass, Planning Director Reviewed By SUGGESTED ACTION "Motion to approve the preliminary plat and site plan for Market Street Addition contingent on conformance with staff review comments." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The applicant is requesting preliminary plat and site plan approval for the construction of two mixed use buildings totaling 310 market rate apartment units and approximately 14,882 square feet of leasable commercial space. BACKGROUND Roers Companies has applied to redevelop approximately four acres of property near the intersection of West 78th Street and Market Boulevard. The four acres proposed consist of the Country Inn & Suites and the now-closed Chanhassen Cinema. The plans submitted for the redevelopment include two buildings, which would include about 14,000 square feet of first-floor commercial space to be used for restaurants, retail, or additional commercial services. Upper stories would consist of approximately 310 market-rate apartments and amenity decks. 267 The buildings themselves have a variety of building heights, including areas that are one, two, five, and six stories in height. The project would include approximately 408 structured underground parking stalls as well as surface parking to support residential and commercial uses. The Planning Commission reviewed and voted 7-0 to approve a variance to the build to zone as requested. This variance was required as portions of the west building were not within the newly established build to zone of 0-15 feet with a maximum setback of approximately 26 feet. The cause of the added setback was the result of Market Blvd curving away to the west and away from the subject property. The Planning Commission also considered the requested preliminary plat and site plan. Following a public hearing and discussion amongst the planning commission, the commission voted 7-0 to recommend approval of the preliminary plat and site plan. The meeting minutes from the planning commission that include comments from the public hearing have been attached to this case for reference. Since the Planning Commission meeting staff has continued to work with the applicant and has included a color study completed by the applicant of four possible color palates and materials Timeline March 11, 2024 | The City Council will consider the proposed redevelopment project applications for project approvals, including the request for tax increment financing. February 20, 2024 | The Planning Commission will hold a public hearing for interested community members to provide public comment on the proposed project. The Planning Commission will provide a recommendation to the City Council. January 22, 2024 | The city received formal land use applications from Roers for the proposed redevelopment project. January 17, 2024 | Roers Company hosted a public open house at the Chanhassen Recreation Center. Residents who attended provided feedback on the project and were able to ask questions about the future of the site. January 9, 2024 | The Economic Development Commission reviewed the requested Tax Increment Financing request and recommended approval of the request to the Economic Development Authority. The City Council serves as the City's Economic Development Authority. September 25, 2023 | Chanhassen City Council adopted Ordinance 715, adopting new standards for the downtown area zoning district and lifted the development moratorium. August 21, 2023 | Neighborhood open house hosted by Roers Companies to gather neighborhood feedback on the proposal. July 17, 2023 | Roers Companies presented a preliminary redevelopment concept to the City Council. (7.17.23 Presentation attached to this case for reference). July 17, 2023 | Chanhassen City Council enacts development moratorium to update Central Business District (CBD) zoning district. April 5, 2023 | Chanhassen Cinema announces its permanent closure. DISCUSSION BUDGET 268 RECOMMENDATION The Planning Commission and staff recommends approval of the requested preliminary plat and site plan contingent upon compliance with the city staff report. ATTACHMENTS Development Review Application Applicants Project Description Architectural Project Site Plan West Building Layout and Elevations West Building Renderings and Material Board West building elevation changes from base concept West building exterior material color studies Renderings including Civic Campus East building elevations and floor layouts East Building Renderings and Material Board Civil Engineering Plan Set Market Street Addition Preliminary Plat Photometric Plan Planning Staff Report Presented to Planning Commission Engineering and Water Resources Staff Report Presented to Planning Commission Parking Study Traffic Study Feb 20, 2024 Planning Commission Meeting Minutes Feb 20 2024 Planning Commission Meeting Minutes Public comments received prior to public hearing at planning commission Public comments received after public hearing at planning commission Preliminary Redevelopment Concept Presented to City Council on July 17, 2023 Building color options and materials boards with with Civic Campus material board Project FAQ Comprehensive Project Communications Report Additional Public Comments 269 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 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) Comprehensive Plan Amendment ......................... $600 Conditional Use Permit (CUP) Single-Family Residence ................................ $325 All Others......................................................... $500 Interim Use Permit (IUP) In conjunction with Single-Family Residence .. $325 All Others......................................................... $500 Rezoning (REZ) Planned Unit Development (PUD) .................. $750 Minor Amendment to existing PUD ................. $100 All Others......................................................... $500 Sign Plan Review ................................................... $150 Site Plan Review (SPR) Administrative .................................................. $100 Commercial/Industrial Districts* ...................... $500 Plus $10 per 1,000 square feet of building area: (______ thousand square feet) *Include number of existing employees: __________ *Include number of new employees:__________ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_____ units) Subdivision (SUB) Create 3 lots or less ........................................ $500 Create over 3 lots ....................... $1000 + $15 per lot (_____ lots) Metes & Bounds (2 lots) .................................. $300 Consolidate Lots .............................................. $150 Administrative Subd. (Line Adjustment) .......... $150 Final Plat + $15 per lot .................................. $700* *(Includes $450 escrow for attorney costs) *Additional escrow may be required for other applications through the development contract. Vacation of Easements/Right-of-way (VAC) ........ $300 (Additional recording fees may apply) Variance (VAR) .................................................... $200 Wetland Alteration Permit (WAP) Single-Family Residence ............................... $150 All Others ....................................................... $275 Appeal of Administrative Decision........................ $200 Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Notification Sign (City to install and remove) ...................................................................................................................... $200 Property Owners’ List within 500’ (City to generate after pre-application meeting) .................................................. $3 per address (____ addresses) Escrow for Recording Documents (check all that apply) ....................................................................... $ per document Conditional Use Permit - $50 Wetland Alteration Permit - $50 Variance - $50 Interim Use Permit $50 Easements (__ easements) $85 Metes & Bounds Sub (2 deeds) $250 Site Plan Agreement - $85 Vacation - $85 Deeds - $100 TOTAL FEE: Section 2: Required Information Description of Proposal: Property Address or Location: Parcel #: Legal Description: Total Acreage: Wetlands Present? Yes No Present Zoning: Requested Zoning: Present Land Use Designation: Requested Land Use Designation: Existing Use of Property: Check box if separate narrative is attached. 270 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, 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. If this application has not been signed b y the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged 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 correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to pr oceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Property Owner Email______________________________ Name: Applicant Email______________________________ Address: Engineer Email______________________________ City/State/Zip: Other* Email______________________________ Email: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 271 Project Descripon · ID: 25-11-90-030: Chanhassen Lodging, LLC (Parking) · ID: 25-11-90-010: Chanhassen Lodging, LLC (Hotel/Parking) · ID: 25-11-90-040: Chanhassen Lodging, LLC (Parking) · ID: 25-11-80-020: Chanhassen Lodging, LLC (Hotel/Parking) · ID: 25-11-80-010: Chanhassen Lodging, LLC (High Timber Lounge) · ID: 25-44-60-011: Chanhassen Lodging, LLC (Sliver west of Theater) · ID: 25-28-30-010: Chanhassen Lodging, LLC (Theater) Required Applicaons: · Preliminary Plat · Final Plat (later) · Site Plan · Vacaon of Easements Urban Design: The development site sits within a super-block bounded by 78th Street to the north, Market Boulevard to the west, Market Street to the south and Great Plains Boulevard to the east. This block, measuring 670’ north to south and over ¼ mile east to west is unbroken by any roads. Several parcels have no frontage on a public right of way and rely on access easements through adjacent parcels. The large amount of grade change from north to south further inhibits access through the superblock. One of the primary urban design goals of the proposed development is to provide more legible connecons through the site. Toward that goal, the development is split into two buildings separated by an extension of Laredo Drive to the southern boundary of the development site. This extension of Laredo Drive will be sloped to the maximum praccable extent in order to facilitat e a future further extension of Laredo south to Market Street, if and when the property to the south is redeveloped. Within the two buildings, spaces at the street level are organized to minimize the visual impact of automobiles and promote walkability. Retail spaces and residenal support spaces line 78 th Street and the Laredo Drive extension. Walk-up townhomes line the west side of the West Building. Structured parking is located behind these acve uses at stree t level and below grade. Below a 51-stall surface parking lot in the northwest corner will be underground stormwater tanks. Sidewalks will line all streets, and planted boulevards with canopy trees will be provided wherever possible, both to provide shade for pedestrians and to create a buffer between the street and sidewalk. All retail spaces will have their primary entrances facing the street. Customers will park either in the northwest surface lot or within the street-level structures parking garage in the west building. Two paseos allow pedestrian access from the customer parking area to 78th Street and the business entrances. The retail space on the corner of 78th and Market is designed to house a restaurant including a covered, outdoor dining terrace facing the corner and the new City Hall building. 272 Architecture: The development team’s design goal is to create an architecture suited to a mixed use downtown. Along 78th Street, the retail spaces are expressed in one- and two-story volumes. The upper floors of housing are stepped back from this retail base. The West Building is the larger of the two buildings and has more than 300’ of frontage along 78th Street, similar in scale to the length of a tradional city block. The massing of the building is sculpted into several disnct volumes that help evoke the idea of a tradional town center made up of individual buildings that have accreted over me. The two larg est recesses in the façade coincide with the paseos that provide pedestrian connecons from the custome r parking to 78th Street. These recesses help provide way-finding to the paseos. Several upper-story step backs contribute to a varied cornice line. The West Building features a large, west-facing outdoor recreaonal terrace along Market Boulevard. An addional amenity space occurs at the upper level o f the building affording views toward the Civic Center Campus. The East Building is oriented toward Laredo Drive and is set back from 78th Street, aligned with Aldi and The Venue. This setback serves to maintain exisng traffic paGerns, namely the connecon of the Aldi parking lot to Laredo Drive. Stormwater tanks serving the enre development sit below this parking lot . Similar to the West Building, The north elevaon of the East Building is composed of a one-story base of commercial storefronts, with several stories of housing above that are stepped back from the base. A strategic upper story step back on the north façade accommodates an upper-level terrace and club room that face north and west. Due to the grade change across the site, the East Building’s underground parking is gradually revealed toward the south and on the south façade, the parking is lined with four walk-up flats with generous paos. Parking: In an effort to develop a compact, pedestrian-focused, vercally-mixed-use community in the Downtown Mixed use character area, the development team is endeavoring to make the most efficient use of parking stalls both within the redevelopment parcels and among several adjacent parcels that have an effecve surplus of under-ulized parking. The propo sed plan provides 467 stalls (of which 406 are enclosed) on the development sites. In addion to t hese on-site stalls, there are several legal agreements in place that allow the Cinema (East Building) parcel rights to parking stalls on adjacent properes. The Chanhassen municipal code provides t hat for mixed use projects, parking requirements shall be determined by the city based on the uses. A parking demand study is being prepared to calculate the parking demand of the enre project, taking into account differing peak mes generated by different uses. Listed below are the off-site parking resources the development team proposes to use in order to sasfy the development’s required parking: · 25 surface stalls south of the “cinema parcel” (East Building): o An exisng easement (Doc # A387167) allows the cine ma parcel unrestricted use of 25 stalls. We propose to use these stalls for residents of the East Building. 273 · 103 enclosed stalls in the Southwest Transit parking garage: o An exisng easement (Doc #A662708) gives The Venue and Cinema parcels access to 103 stalls in the SW Transit parking facility but restricts use to weekends and weekday nights between 6:00 pm and 2:00 am the following morning. This me restricon doesn’t allow these stalls to be effecvely used for resident parking but the allowable mes correspond closely with the typical peak use of guests of residents. The development team proposes to use 37 of these stalls toward the combined 65 required guest stalls for The Venue and East Building. · The “cinema parcel” has rights to park in the enre parking lot south of The Venue, but overnight parking is restricted. 274 VENUE APARTMENTS(6 STORIES)ALDI(1 STORY)CHANHASSEN STATIONCHANHASSEN DINNER THEATERS974977964960975ROOFROOFMARKET BLVDW 78TH STMARKET STPET EXERCISEPROPOSED CURB LOCATIONEXISTING CURB LOCATIONAREA WELL FOR MECH EXHAUST971972976RETAINING WALL9646 STORY BUILDING5 STORY BUILDINGCOURTYARD AT LEVEL 2COURTYARD AT LEVEL 25 STORY BUILDINGLAREDO DRJIMMY JOHNSFUTURE LOREDO DRIVE EXTENSION6,669 SFAMENITY1,448 SFRETAIL1,581 SFRETAILPROPERTY LINEPROPOSED 10' D&U EASEMENT5 STORIES5 STORIES5 STORIES 1 STORY2 STORIESSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota2/14/2024 3:35:50 PMA.02DISTRICT SITE PLANProject NumberAuthorChecker05/02/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MN2/14/2024OVERALL BUILDING METRICSNo. Description Date275 ROOFROOFPET EXERCISEPROPOSED CURB LOCATIONEXISTING CURB LOCATIONAREA WELL FOR MECH EXHAUSTRETAINING WALLFUTURE LOREDO DRIVE EXTENSIONVENUE APARTMENTS(6 STORIES)ALDI(1 STORY)CHANHASSEN STATIONCHANHASSEN DINNER THEATERSMARKET BLVDW 78TH STMARKET STLAREDO DRJIMMY JOHNSRESTAURANTLOBBY RETAILRETAILRESIDENTIAL (TOWNHOMES)GUEST/CUSTOMER PARKING RESIDENT PARKINGLOBBYRETAIL GUEST/CUSTOMER PARKINGTERRACEPROPERTY LINEPROPOSED 10' D&U EASEMENTRETAILSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota2/14/2024 3:35:55 PMA.03DISTRICT STREET LEVELPLANProject NumberAuthorChecker01/16/24Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MN2/14/2024No. Description Date276 97427,907 SFRETAIL/GUEST PARKING3,952 SFRETAILW 78TH ST1,854 SFRETAIL4,366 SFRESTAURANTPATIO964'975'976'2,983 SFLOBBY / LEASING787 SFTRASH975976977977974972977'-0"101'-0"971980'-0"980'-0"3.23%3.23%977'-0"977'-0"977'-0"FOUNDATION WALL BELOW1,494 SFRETAIL972100'-0"100'-0"976'-0"976'-0"ELECTRICAL TRANSFORMERSPROPOSED CURB LOCATIONEXISTING CURB LOCATION10' - 2"12' - 9"10' - 7"16' - 4"14' - 11"18,511 SFRESIDENT PARKING9' - 0" 9' - 0" 9' - 0"18' - 0" 26' - 0" 18' - 0"PROPERTY LINEPROPOSED 10' D&U EASEMENT1 BR + D2 BR1 BR + D2 BR1,017 SF3,785 SFRESIDENTIALSTORAGEEQUIP5,232 SFAMENITY1,323 SFAMENITYPOOLACTIVE AMENITY TERRACE9' - 6"6' - 8"25' - 2"8' - 4"8' - 4"3' - 0"14' - 0"9,568 SFRESIDENTIAL6,470 SF13,961 SFRESIDENTIAL9,897 SFRESIDENTIAL2 BR1 BR2 BR2 BR2 BR2 BR2 BR2 BR2 BRALCOVE2 BR1 BR2 BR1 BR1 BR1 BR + D1 BRALCOVE1 BR1 BR2 BR1 BR3 BR1 BR + DALCOVE1 BR1 BR 1 BR3 BR3 BR2 BR2 BR1 BR2 BR1 BR2 BR2 BR2 BR2 BR2 BR2 BR2 BRALCOVE2 BR1 BR2 BR1 BR1 BR1 BR1 BR + D1 BR1 BR1 BR1 BR1 BR + D3 BR2 BR1 BR2 BR1 BR2 BR6,274 SF3 BR3 BRALCOVE 1 BR2 BR1 BRALCOVE7' - 10"2 BR1 BR2 BR2 BRSKY DECK1,198 SFAMENITY1 BR + D1 BR2 BR2 BR2 BR2 BR2 BR2 BR2 BR2 BRALCOVE2 BR1 BR2 BR1 BR1 BR1 BR1 BR + D1 BR1 BRSTUDIO1 BR1 BR2 BR1 BR + D2 BR1 BR7,042 SFRESIDENTIAL6,895 SFRESIDENTIAL13,961 SFRESIDENTIAL5,324 SF9' - 11"3 BRALCOVE1 BR1,541 SFRESIDENTIAL10' - 8"28' - 9 3/4"89' - 4"49,990 SFPARKINGRETAIL ABOVE (UNEXCAVATED)5.16% DN4.35% DN5.56% DN93'-4"93'-4"5.16%5.95% DNPERIMETER OF BUILDING ABOVE18' - 0"26' - 0"18' - 0"26' - 6"18' - 0"26' - 0"18' - 0"LOWER LEVEL OF 2-STORY TOWNHOMELOWER LEVEL OF 2-STORY TOWNHOME1,585 SFRESIDENTIALSLOPED WALKXFMR XFMRELECMOVE INGEN18' - 0" 26' - 0" 18' - 0"9' - 0" 9' - 0"38,024 SFPARKING4.52%4.52%5.56% DN78'-8"GARAGE MUAGARAGE EXHAUST AREA WELL18' - 0" 26' - 0"9' - 0" 9' - 0" 9' - 0"SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota2/14/2024 3:35:57 PMA.10WEST BUILDING - FLOORPLANSProject NumberAuthorChecker12/01/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MN2/14/20241/32" = 1'-0"A.101STREET LEVEL PLAN1/32" = 1'-0"A.102LEVEL 2 PLAN1/32" = 1'-0"A.103TYPICAL UPPER LEVEL FLOOR PLAN1/32" = 1'-0"A.104LEVEL 6 PLAN1/32" = 1'-0"A.105MINUS 1 LEVEL1/32" = 1'-0"A.106MINUS 2 LEVEL1/32" = 1'-0"A.107ROOF LEVELWEST BUILDING UNIT MATRIXNo. Description Date277 DNDNDNUPUP11'3456789101213BCDEFGF.5HJA.11110.32.2AA.397496427,907 SFRETAIL/GUEST PARKING3,952 SFRETAILMARKET BLVDW 78TH ST1,854 SFRETAIL4,366 SFRESTAURANTJIMMY JOHN'SFUTURE LAREDO STREET EXTENSION2BR/2.5BA TOWNHOME(1490 SF)PATIO2,983 SFLOBBY / LEASING787 SFTRASH975976977977974972977.00'971980.00'980.00'3.23%3.23%3.23%977.00'977.00'[No Slope]FOUNDATION WALL BELOW1,494 SFRETAIL972968100'-0"100'-0"976.00'976.00'GARAGE EXHAUST AREA WELLPROPOSED CURB LOCATIONEXISTING CURB LOCATION10' - 2"12' - 9"10' - 7"16' - 4"14' - 11"2A.151A.151.3BUILDING PERIMETER ABOVEGARAGE MAKE UP AIR INTAKE LOUVERTRASH ROOMBELOW-GRADE STORMWATER STRUCTURESELECTRICAL TRANSFORMERSEMERGENCY GENERATORMOVE IN ROUTE98'-0"974.00'2BR WALK-UP(1015 SF)20' - 8"976PROPERTY LINEPROPOSED 10' D&U EASEMENT2BR/2.5BA TOWNHOME(1490 SF)2BR WALK-UP(1015 SF)977.00'977.00'TYPICAL BAY29' - 0"9' - 0"9' - 0"9' - 0"27' - 0"PARKING STALL18' - 0"DRIVE AISLE26' - 0"PARKING STALL18' - 0"PARKING STALL18' - 0"DRIVE AISLE26' - 0"PARKING STALL18' - 0"PARKING STALL18' - 0"DRIVE AISLE26' - 0"PARKING STALL18' - 0"DRIVE AISLE26' - 0"PARKING STALL18' - 0"16' - 0"PARKING STALL18' - 0"DRIVE AISLE26' - 0"10' - 0"16' - 11"15' - 3"SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota2/14/2024 3:36:04 PMA.11WEST BUILDING - STREETLEVEL PLAN ENLARGEDProject NumberAuthorChecker05/19/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MN2/14/2024DOWNTONW MIXED USE CHARACTERHIGH QUALITY ARCHITECTURE WITH GROUND LEVEL RETAIL ALONG WEST 78TH STREET, UPPER LEVEL RESIDENTIAL OR OFFICE, BUILDINGS TOWARDS THE STREET, PARKING IN THE REAR, PEDESTRIAN FOCUSED. SEC 20-732 PERMITTED USES WHEN A MULTI-FAMILY HOUSING USE HAS FRONTAGE ON WEST 78TH STREET, A PORTION OF THE BUILDING SHALL INCORPORATE A RESTAURANT, ENTERTAINMENT, COMMERCIAL SERVICE, COMMERCIAL RETAIL, BREWERY, BREW PUB, OR MICRODISTILLERY USE.SEC 20-736 LOT REQUIREMENTS NO MINIMUM LOT AREA, FRONTAGE, OR DEPTH NO MAXIMUM LOT COVERAGE SEC 20-737 SETBACK AND HEIGHT RESTRICTIONS FRONT YARD BUILD TO ZONE: 0' - 15No. Description Date278 LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4"GROUND STORY HT.16' - 0"11' - 8"10' - 8"10' - 8"10' - 8"10' - 8"10C1B 1A 1A 6A 12C 5A 3A 2A 1D 8B 1D 1A SEE PLAN PASSAGEWAY SEE PLAN PASSAGEWAY OPEN 2B 2B 2B 13A2A 12A 12A 13A 2A 6A1B6A8A5A 5A 10A 10A 12C 1B 12C 6A 6A 8A 5A 10C 1D 3A BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL] 2B 2B 5A 12D 6A 10A 6A 6A 2B ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT @ 5-STORY PORTION63' - 0"BUILDING HEIGHT (TO ELEVATOR OVERRUN)76' - 8"1D 8B 12D 12D 1C 8B 5B 1C8B LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" MINUS 1 LEVEL 89' - 4" 10A 8A 6A 1A 1D 3A2A8B 5A 8B 1B 10C 1A 1C2A 3A 8B 8C 1C5A 5B 5A5B8C 1C 1B 12A 12C 8A 6A 10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"GROUND STORY HT.16' - 0"10' - 8"BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL] 2B 8B 8A 12C 10C 2B AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT TO ELEVATOR OVERRUN76' - 8"BUILDING HEIGHT @ TYPICAL 6-STORY PORTION72' - 0"9E 1C 6A 10C 9A 9C 5A 5A 12D 1D 5A 8A6A10D Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 2/14/2024 6:53:01 PMA.12 WEST BUILDING ELEVATIONS Project Number Author Checker 05/19/23 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN 2/14/2024 3/32" = 1'-0"A.12 1 NORTH ELEVATION 3/32" = 1'-0"A.12 2 EAST ELEVATION EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR BLEND #3 1D BRICK - COLOR BLEND #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B COMPOSITE METAL PANEL - COLOR #2 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 7A 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLOR #1 9B EXTERNAL LOUVER GRILLE - COLOR #2 9C EXTERNAL LOUVER GRILLE - COLOR #3 9E PREFINISHED MECHANICAL LOUVER 10A PREFINISHED METAL FLASHING/TRIM - COLOR #1 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 12D PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #2 13A METAL CANOPY 16A CAST IN PLACE CONCRETE STOOP KEY PLAN KEY PLAN No. Description Date 279 LEVEL 1 100' - 0" LEVEL 2 116' - 0" ROOF LEVEL 170' - 4" MINUS 1 LEVEL 89' - 4"10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"GROUND STORY HT.16' - 0"10' - 8"LOCATION FOR PUBLIC ART MURAL OPPORTUNITY COURTYARD ELEVATION BEYOND. SEE SHEET #/4 A.14 8A 10A 10A 1A 3A 10A 12C 12A 6A 10B 10A 8A 10A 10D 1A 8A 6A 1A 5A 5A 8A 10A BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL] ALTERNATE LOCATION FOR PUBLIC ART MURAL OPPORTUNITY 2B 10A 3B 2B 1B AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT @ TYPICAL 6-STORY PORTION72' - 0"976.00' 1C 5A 9E 1A 12C 9A 10D6A 12C LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" MINUS 1 LEVEL 89' - 4" COURTYARD ELEVATION BEYOND. SEE SHEET #/1 A.14 8A1B 12C 1B 10C 2A 8B 8B 13A 9E12A 6B 12A 3A6B 1A 10A 2B 6A 5A 2B 12C 10C 6A 8A 10A BUILDING HEIGHT GROUND LEVEL 100'-0" (EL: 976') [10' ABOVE LOWEST ADJOINING GROUND LEVEL]10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"GROUND STORY HT.16' - 0"BASEMENT10' - 8"UPPER STORIES HEIGHTS10A 6A 5A AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8"BUILDING HEIGHT (TO ELEVATOR OVERRUN)76' - 8"BUILDING HEIGHT @ 5-STORY PORTION63' - 8"1A 10C 10D 3B 5A 12C8A 16A10D 5A 5A1C 8A 10C 1C 8B Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 2/14/2024 6:53:05 PMA.13 WEST BUILDING ELEVATIONS Project Number Author Checker 05/19/23 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN 2/14/2024 3/32" = 1'-0"A.13 1 SOUTH ELEVATION 3/32" = 1'-0"A.13 2 WEST ELEVATION EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR BLEND #3 1D BRICK - COLOR BLEND #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B COMPOSITE METAL PANEL - COLOR #2 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 7A 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLOR #1 9B EXTERNAL LOUVER GRILLE - COLOR #2 9C EXTERNAL LOUVER GRILLE - COLOR #3 9E PREFINISHED MECHANICAL LOUVER 10A PREFINISHED METAL FLASHING/TRIM - COLOR #1 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 12D PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #2 13A METAL CANOPY 16A CAST IN PLACE CONCRETE STOOP KEY PLAN KEY PLAN No. Description Date 280 LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" PROFILE OF BUILDING IN SECTION1A 5A10A 8A 10C 9A 10A 10C8A 9A 10' - 8"10' - 8"10' - 8"10' - 8"8A 5A 6A AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8" 6A 12C LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 6A 1B10A 8A 1B 6A 10C 8A 9A 9B 8B 12C 5A 12C 10D 6A10A PROFILE OF BUILDING IN SECTION PROFILE OF BUILDING IN SECTION 6A2B AMENITY ROOF 172' - 4" ELEVATOR OVERRUN 176' - 8" 8B LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 6A 8A10D10B 10C 12C 1A 6A 10D 1A 10A 1CPROFILE OF BUILDING IN SECTION 10A9A 8A 6A 10A 2B ELEVATOR OVERRUN 176' - 8" 5A 12C LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 10B9A10C6A PROFILE OF BUILDING IN SECTION PROFILE OF BUILDING IN SECTION 8A 10A ELEVATOR OVERRUN 176' - 8" 12C 10D LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 8A 10D10A10B 8A 10D 6A 10C 9A 9A PROFILE OF BUILDING IN SECTION 10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"10C6A ELEVATOR OVERRUN 176' - 8" 12C 12C LEVEL 1 100' - 0" LEVEL 2 116' - 0" LEVEL 3 127' - 8" LEVEL 4 138' - 4" LEVEL 5 149' - 0" LEVEL 6 159' - 8" ROOF LEVEL 170' - 4" 6A 10D 10B 10A 6A 12C 1A 12A 10A 10D PROFILE OF BUILDING IN SECTION 10' - 8"10' - 8"10' - 8"10' - 8"11' - 8"9A 2B ELEVATOR OVERRUN 176' - 8" 12C Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 2/14/2024 6:53:10 PMA.14 WEST BUILDING ELEVATIONS Project Number Author Checker 01/15/24 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN 2/14/2024 3/32" = 1'-0"A.14 1 WEST COURTYARD - WEST-FACING ELEVATION 3/32" = 1'-0"A.14 2 WEST COURTYARD - SOUTH-FACING ELEVATION 3/32" = 1'-0"A.14 3 WEST COURTYARD - NORTH-FACING ELEVATION 3/32" = 1'-0"A.14 4 SOUTH COURTYARD - SOUTH-FACING ELEVATION 3/32" = 1'-0"A.14 5 SOUTH COURTYARD - EAST-FACING ELEVATION 3/32" = 1'-0"A.14 6 SOUTH COURTYARD - WEST-FACING ELEVATION EXTERIOR MATERIAL KEYNOTES 1A BRICK - COLOR #1 1B BRICK - COLOR #2 1C BRICK - COLOR BLEND #3 1D BRICK - COLOR BLEND #4 2A STONE - COLOR #1 2B CAST STONE STRINGCOURSE - COLOR #1 3A ARCHITECTURAL PRECAST - COLOR #1 3B ARCHITECTURAL PRECAST - COLOR #2 5A PREFINISHED METAL PANEL - COLOR #1 5B COMPOSITE METAL PANEL - COLOR #2 6A FIBER CEMENT WALL PANEL - COLOR #1 6B FIBER CEMENT WALL PANEL - COLOR #2 7A 8A COMPOSITE WINDOW/DOOR UNIT 8B ALUMINUM STOREFRONT SYSTEM 8C OVERHEAD DOOR 9A EXTERNAL LOUVER GRILLE - COLOR #1 9B EXTERNAL LOUVER GRILLE - COLOR #2 9C EXTERNAL LOUVER GRILLE - COLOR #3 9E PREFINISHED MECHANICAL LOUVER 10A PREFINISHED METAL FLASHING/TRIM - COLOR #1 10B PREFINISHED METAL FLASHING/TRIM - COLOR #2 10C PREFINISHED METAL HEAD PANEL 10D PREFINISHED METAL SILL PANEL 12A METAL RAILING SYSTEM 12C PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #1 12D PREFABRICATED METAL BALCONY & RAILING SYSTEM -COLOR #2 13A METAL CANOPY 16A CAST IN PLACE CONCRETE STOOP KEY PLAN KEY PLAN KEY PLAN KEY PLAN KEY PLAN KEY PLAN No. Description Date 281 Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 2/14/2024 6:14:34 PMA.16 3D VIEWS Project Number Author Checker 01/26/24 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN 2/14/2024 No. Description Date WEST BUILDING -STREET LEVEL VIEW LOOKING SOUTHEAST FROM NW CORNER OF MARKET BLVD & 78TH STREET INTERSECTION WEST BUILDING -VIEW OF WALK-UP UNITS AND STREETSCAPE ALONG MARKET BLVD WEST BUILDING -VIEW OF SOUTHWEST CORNER LOOKING NORTH ALONG MARKET BLVD WEST BUILDING -VIEW OF RESTAURANT, RESIDENTIAL LOBBY ENTRY, AND PARKING ACCESS PASSAGEWAY ALONG 78TH STREET WEST BUILDING -VIEW OF NORTHWEST CORNER AND 78TH & MARKET BLVD FRONTAGES WEST BUILDING -VIEW OF NORTHEAST CORNER AND LAREDO DRIVE EXTENSION BETWEEN THE PROPOSED BUILDINGS 282 Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 2/14/2024 6:12:55 PMA.17 WEST BUILDING - EXTERIOR FINISHES Project Number Author Checker 02/13/24 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN 2/14/2024 No. Description Date BRICK 1A -COLOR #1 BRICK 1B -COLOR #2 BRICK 1C -COLOR #3 BRICK 1D -COLOR #4 STONE 2A CAST STONE 2B ARCHITECTURAL PRECAST 3A -COLOR #1 ARCHITECTURAL PRECAST 3B -COLOR #2 METAL PANEL 5A -COLOR #1/ METAL BALCONY & RAILING 12D METAL PANEL 5B -COLOR #2/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D FIBER CEMENT PANEL 6A -COLOR #1 COMPOSITE WINDOW FRAME 8A/ ALUMINUM STOREFRONT FRAME 8B/ METAL BALCONY & RAILING 12C METAL FLASHING 10A 283 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 3/4/2024 8:47:13 PMA.21 WEST BUILDING - DESIGN EVOLUTION Project Number Author Checker 02/29/24 Market Blvd & W 78th St - West Building Market Blvd & W 78th St -West BuildingChanhassen, MN No. Description Date WEST BUILDING -PREVIOUS PROPOSED DESIGN FROM 1/15/2024 WEST BUILDING -CURRENT PROPOSED DESIGN INCORPORATING CITY COMMENTS TOP FLOOR BUILDING MASSING STEPBACK ALONG MARKET BLVD (APPROX. 26 FEET) REVISED, MORE SUBSTANTIAL BRICK CORNICE INCORPORATED BRICK CORNICE ADDED FOR DESIGN CONSISTENCY WITH OTHER COMMERCIAL ELEMENTS AND STRONGER DEFINITION OF BUILDING BASE. SOLID PARAPET WALL VERSUS PERIMETER RAILING FOR CONCEALMENT OF RESIDENT FURNITURE, ETC. TOP FLOOR BUILDING MASSING STEPBACK ALONG 78TH STREET/ LAREDO DRIVE (APPROX. 12 FEET) ENHANCED BAY FEATURES TO FURTHER EMPHASIZE SUBDIVISION OF BUILDING MASSING ALONG 78TH STREET FRONTAGE REVISED MASSING AT LEVEL 6 FOR IMPROVED INTEGRATION WITH BUILDING DESIGN BELOW. MORE PROMINENCE IMPARTED TO CLUB ROOM & ROOF DECK FEATURES BUILDING FACADE ADJUSTMENTS AT SOUTHWEST CORNER TO IMPROVE THE CLEAR EXPRESSION OF A CONTINUOUS BUILDING BASE LOWERED STOREFRONT SILL HEIGHTS ALONG 78TH STREET FOR ENHANCED BUILDING TRANSPARENCY AND IMPROVED PEDESTRIAN EXPERIENCE 284 1 ESG | ARCHITECTURE & DESIGN | 78TH & MARKET MIXED USE | CHANHASSEN, MN | 03.04.24 BASE SCHEME REFERENCE 285 2 ESG | ARCHITECTURE & DESIGN | 78TH & MARKET MIXED USE | CHANHASSEN, MN | 03.04.24 CHAMPAGNE SCHEME 286 3 ESG | ARCHITECTURE & DESIGN | 78TH & MARKET MIXED USE | CHANHASSEN, MN | 03.04.24 PLATINUM & BRONZE SCHEME 287 4 ESG | ARCHITECTURE & DESIGN | 78TH & MARKET MIXED USE | CHANHASSEN, MN | 03.04.24 BRANDYWINE/BLUSH/BRONZE SCHEME 288 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 3/4/2024 8:47:10 PMA.17 3D VIEWS Project Number Author Checker 03/04/24 Market Blvd & W 78th St - West Building Market Blvd & W 78th St -West BuildingChanhassen, MN No. Description Date WEST BUILDING -VIEW FROM PROPOSED CIVIC CAMPUS AT NORTHWEST CORNER OF 78TH & MARKET LOOKING SOUTH ALONG MARKET BLVD WEST BUILDING -VIEW FROM PROPOSED CIVIC CAMPUS AT NORTHWEST CORNER OF 78TH & MARKET LOOKING EAST ALONG 78TH STREET 289 LEVEL 1103' - 4"LEVEL 2114' - 0"LEVEL 3124' - 8"LEVEL 4135' - 4"LEVEL 5146' - 0"ROOF PLAN156' - 8"MINUS 1 LEVEL87' - 0"LEVEL RETAIL100' - 0"14' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 4' - 0"975'975'4' - 0"971'8' - 6"64' - 8"14' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8"BRICK COLOR #1BRICK COLOR #1 - HORIZONTAL DETAILINGBRICK COLOR #1BRICK COLOR #1 - HORIZONTAL DETAILINGFIBER CEMENT WALL PANEL - CHARCOALFIBER CEMENT WALL PANEL - WARM GRAYHORIZONTAL ACCENT PANELFIBER CEMENT PANEL - LIGHT BRONZE COLORALUMINUM STOREFRONT SYSTEMBRICK COLOR #2PREFABRICATED METAL BALCONY & RAILING SYSTEMELEVATOR OVERRUN69' - 2"59' - 11"LEVEL 1103' - 4"LEVEL 2114' - 0"LEVEL 3124' - 8"LEVEL 4135' - 4"LEVEL 5146' - 0"ROOF PLAN156' - 8"MINUS 1 LEVEL87' - 0"LEVEL RETAIL100' - 0"BRICK COLOR #1FIBER CEMENT WALL PANEL - CHARCOALFIBER CEMENT WALL PANEL - WARM GRAYHORIZONTAL ACCENT PANELFIBER CEMENT WALL PANEL - CHARCOALBRICK COLOR #2PREFABRICATED METAL BALCONY & RAILING SYSTEM71' - 11"8' - 6"78' - 2"72' - 11"SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota2/15/2024 12:19:24 PMA.22EAST BUILDING ELEVATIONSProject NumberAuthorChecker01/19/24Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNLAND USEAPPLICATION1/19/20243/32" = 1'-0"A.221NORTH ELEVATION3/32" = 1'-0"A.222SOUTH ELEVATIONNo. Description Date290 LEVEL 1103' - 4"LEVEL 2114' - 0"LEVEL 3124' - 8"LEVEL 4135' - 4"LEVEL 5146' - 0"ROOF PLAN156' - 8"MINUS 1 LEVEL87' - 0"LEVEL RETAIL100' - 0"BRICK COLOR #1FIBER CEMENT WALL PANEL - CHARCOALFIBER CEMENT WALL PANEL - WARM GRAYFIBER CEMENT PANEL - LIGHT BRONZE COLORFIBER CEMENT PANEL - GREIGEBRICK COLOR #2 FIBER CEMENT WALL PANEL - CHARCOAL FIBER CEMENT WALL PANEL - WARM GRAY BRICK COLOR #1 PREFABRICATED METAL BALCONY & RAILING SYSTEMPRECAST DARK GRAYPRECAST GRAYBRICK COLOR #1BRICK COLOR #1 - HORIZONTAL DETAILING975'971'60' - 8"69' - 2"71' - 11"LEVEL 1103' - 4"LEVEL 2114' - 0"LEVEL 3124' - 8"LEVEL 4135' - 4"LEVEL 5146' - 0"ROOF PLAN156' - 8"MINUS 1 LEVEL87' - 0"LEVEL RETAIL100' - 0"PREFABRICATED METAL BALCONY & RAILING SYSTEMBRICK COLOR #1FIBER CEMENT WALL PANEL - CHARCOALFIBER CEMENT WALL PANEL - WARM GRAYFIBER CEMENT PANEL - LIGHT BRONZE COLORFIBER CEMENT PANEL - GREIGEPRECAST DARK GRAYPRECAST GRAYBRICK COLOR #1BRICK COLOR #1 - HORIZONTAL DETAILINGHORIZONTAL ACCENT PANELFIBER CEMENT PANEL - LIGHT BRONZE COLORBRICK COLOR #2HORIZONTAL ACCENT PANEL975'971'4' - 0"59' - 11"72' - 11"69' - 2"65' - 2"Signature Typed or Printed Name License # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota2/15/2024 12:19:27 PMA.23EAST BUILDING ELEVATIONSProject NumberAuthor Checker01/19/24Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNLAND USEAPPLICATION1/19/20243/32" = 1'-0"A.231EAST ELEVATION3/32" = 1'-0"A.232WEST ELEVATIONNo. Description Date291 DNFUTURE LAREDO STREET EXTENSION2,353 SF TERRACE 6,669 SF AMENITY 974' 1,448 SF RETAIL 4,265 SFTERRACE2,313 SFTERRACE976.00' 100'-0" 962.00 961.00 961.00 SLOPE SLOPE EARTH TO MATCH STEPS 960.00 103'-4" 100'-0" 100'-0" 103'-4" 103'-4" 3,061 SF 16,952 SF RESIDENTIAL 1,581 SF RETAIL 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR 3 BR 2 BR 24,831 SF RESIDENTIAL 1,918 SF TERRACE 3 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 3,218 SF 24,850 SF RESIDENTIAL 3,193 SF 3 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 29,426 SF PARKING VENUE APARTMENTS PARKING 3,279 SF RESIDENTIAL 678 SF TRASH/REC 30' - 0" 31' - 0" 28' - 0" 895 SF 963'-0" 963'-0" 963'-0" 964'-8"3.79%964'-8" 962.00 961.00 963'-0" 963'-0" 961.00 1:12 963'-0" 962'-0" 962'-0" 2 BR 1 BR STUDIO 1 BR 23,413 SF RESIDENTIAL 3,408 SF 640 SF AMENITY 577 SF TERRACE 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR RoomRoomRoom 1/32" = 1'-0"A.20 3 LEVEL 2 PLAN (LUA) Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 2:45:52 PMA.20 EAST BUILDING - FLOOR PLANS Project Number Author Checker 12/07/23 Market Blvd & W 78th St - East Building Market Blvd & W 78th St -East Building Chanhassen, MN Project Status 1/32" = 1'-0"A.20 1 MINUS 1 LEVEL (LUA) 1/32" = 1'-0"A.20 4 TYPICAL UPPER LEVEL 3-4 PLAN (LUA) 1/32" = 1'-0"A.20 6 ROOF PLAN No. Description Date 1/32" = 1'-0"A.20 2 STREET LEVEL PLAN (LUA) EAST BUILDING UNIT MATRIX 1/32" = 1'-0"A.20 5 LEVEL 5 292 16,952 SFRESIDENTIAL2,353 SFTERRACE6,669 SFAMENITY974'1,448 SFRETAIL4,265 SFTERRACE2,313 SFTERRACE979.33'103'-4"976.00'100'-0"3BR1438962.00961.00961.00SLOPESLOPE EARTH TO MATCH STEPS960.00103'-4"100'-0"100'-0"103'-4"103'-4"100'-0"1,581 SFRETAILSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 7:46:26 PMA.21EAST BUILDING - STREETLEVEL PLAN ENLARGEDProject NumberAuthorChecker12/07/23Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNProject Status1/16" = 1'-0"A.211STREET LEVEL PLAN (LUA)No. Description Date 293 Signature Typed or Printed Name License # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota2/15/2024 12:19:30 PMA.25EAST BUILDING 3D VIEWSProject NumberAuthor Checker01/19/24Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNLAND USEAPPLICATION1/19/2024123456123456No. Description Date294 Signature Typed or Printed Name License # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota2/15/2024 12:19:31 PMA.26ADDITIONAL 3D VIEWS +EXTERIOR MATERIALSProject NumberAuthor Checker02/14/24Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNLAND USEAPPLICATION1/19/2024No. Description DateADDITIONAL VIEWSBRICK COLOR #1BRICK COLOR #1 - HORIZONTAL DETAILINGBRICK COLOR #2PRECAST DARK GRAYGREIGEWARM GRAYCHARCOALLIGHT BRONZEPRECAST LIGHT GRAYFIBER CEMENT PANELHORIZONTAL ACCENT PANEL8787295 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITEMATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ARCH fullbleed E1 (30.00 x 42.00 Inches) SHEET.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODESAND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TOANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:SITE BENCHMARKS:(LOCATIONS SHOWN ON SURVEY)PROJECT BENCHMARK: TOP OF MINNESOTA DEPARTMENT OFTRANSPIRATION GEODETIC MONUMENT "HASSEN MNDT"ELEVATION=983.31 (NAVD 88)SBM #1: TOP NUT OF HYDRANT NEAR NORTHEASTERLYCORNER OF THE SURVEYED PROPERTY.ELEVATION= 978.35 (NAVD 88)SBM #2: TOP NUT OF HYDRANT NEAR SOUTHEASTERLYPORTION OF THE SURVEYED PROPERTY.ELEVATION=964.09 (NAVD 88)BENCHMARKSNORTHVICINITYN.T.S.SITECHANHASSEN, CARVER COUNTY, MNLANDSCAPE ARCHITECTKIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: 651-645-4197CONTACT: MITCHELL COOKASGEOTECHNICAL ENGINEERBRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438TELEPHONE: 952-995-2000CONTACT: AARON R. SCHULZETENBERGPROJECT TEAM:SURVEYOREGAN, FIELD & NOWAK, INC.475 OLD HIGHWAY 8 NW, SUITE 200NEW BRIGHTON, MN 55112TELEPHONE: 612-466-3300CONTACT: CHRISTOPHER A. TERWEDOENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: MICHAEL C. BRANDT, PE767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: 651-645-4197OWNER / DEVELOPERROERS COMPANIES2 CARLSON PARKWAY, SUITE 400,PLYMOUTH, MN 55447TELEPHONE: 763-285-8808CONTACT: NICK ASTACHANHASSEN APARTMENTSSECTION 13, TOWNSHIP116 N, RANGE 23 WFORSITE DEVELOPMENT PLANSKnow what'sbelow.before you dig.CallARCHITECTESG ARCHITECTS500 SOUTH WASHINGTON AVENUE SMINNEAPOLIS, MN 55415TELEPHONE: 612-339-5508CONTACT: BOB LOKENARBORETUM BLVDW 78TH STMARKET BLVD GREAT PLAINS BLVDMARKET STC000COVER SHEETSheet List TableSheet NumberSheet TitleC000COVER SHEETC100GENERAL NOTESC101PARCEL MAPV100ALTA TOPOGRAPHIC SURVEYV101ALTA TOPOGRAPHIC SURVEYV102ALTA TOPOGRAPHIC SURVEYC200SITE DEMOLITION PLANC201TREE INVENTORY & PRESERVATION PLANC300EROSION CONTROL PLAN - PHASE 1C301EROSION CONTROL PLAN - PHASE 2C302EROSION CONTROL DETAILSC400SITE PLANC401TRUCK CIRCULATIONC402SITE DETAILSC403SITE DETAILSC404SITE DETAILSC500GRADING AND DRAINAGE PLANC501STORM SEWER PLANC600UTILITY PLANC601UTILITY DETAILSC602UTILITY DETAILSC603UTILITY DETAILSC604UTILITY DETAILSC605UTILITY DETAILSC607UTILITY DETAILSC608UTILITY DETAILSC609UTILITY DETAILSL100LANDSCAPE PLANL101LANDSCAPE DETAILSPRELIMINARY - NOT FOR CONSTRUCTION MICHAEL C. BRANDT, P.E.01/19/2024462661DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.DescriptionDateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMMARKET BLVD& W 78TH ST296 GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 6" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: EGAN, FIELD & NOWAK, INC. ADDRESS: 475 OLD HIGHWAY 8 NW, SUITE 200, NEW BRIGHTON, MN 55112 PHONE: 612-466-3300 DATED: 09/26/2023 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: BRAUN INTERTEC CORPORATION ADDRESS: 11001 HAMPSHIRE AVENUE S, MINNEAPOLIS, MN 55438 PHONE: 952-995-2000 DATED: 10/18/2023 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY C100 GENERAL NOTES PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 297 PID:254460010 OWNER:KRAUS-ANDERSON INC PID: 254510010 OWNER: MARKET SQUARE ASSOC LTD PTRSHP AND C/O V CLAYTON & ASSOCIATES PID: 254490010 OWNER: NEARCO IV LLC PID: 254510040 OWNER: MARKET SQUARE ASSTS II LLC PID: 257740020 OWNER: CHANHASSEN CITY PID: 250122000 OWNER: AREA INVEST LLC PID: 250122200 OWNER: STATE BANK OF CHANHASSEN PID: 251720010 OWNER: CHANHASSEN RETIAL LTD PRTSHP PID:251720020 OWNER: SPIRIT MASTER FUNDING VII LLC PID: 251720030 OWNER: CHANHASSEN CITY PID: 254610050 OWNER:CITY OF CHANHASSEN PID: 254610020 OWNER: CHANHASSEN MEDICAL ARTS II LLS PID: 251680021 OWNER: NEW CHANHASSEN HOLDING COMPANY LLC PID:2570300030 OWNER:CHANHASSEN FRONTIER LLC AND C/O CUSHMAN & WAKEFIELD PID: 257030020 OWNER: AGREE LIMITED PARTNERSHIP PID: 251680010 OWNER: SOUTHWEST TRANSIT PID: 252490020 OWNER: VIRGINA S THOMAS FAMILY LP PID: 252490010 OWNER: REALTY INCOME PROPERTIES 3 LLC PID: 252520010 OWNER: CHANHASSEN LETSOS LLCPID: 254510020OWNER: MARKET SQUAREASSOC LTD PTRSHP ANDC/O V CLAYTON & ASSOCIATESPID: 257740010 OWNER: CHANHASSEN CITY PID: 252750020 OWNER: BHB INVESTMENTS LLC PID: 257900210 OWNER: HAVLIK FAMILY TRUST AGMT PID: 257900220 OWNER: PAUL J & STACY K OSEN PID: 257900230 OWNER: DAVID & MEGAN L WOODS PID: 257900240 OWNER: DEAN HARLAN WALLENTINE PID: 257900250 OWNER: JACK GOGGINS PID: 257900260 OWNER: MICHAEL MEYERS PID: 257900270OWNER: MARK & ROSEANN SCHLENKPID: 257030010 OWNER: CHANHASSEN FRONTIER LLC PID: 259990200 OWNER: TWIN CITIES & WESTERN RAILROAD PID: 251680 0 6 0 OWNER: C H A N H A S S E N C I T Y PID: 250136600 OWNER: CHANHASSEN HRA PID: 251190070 OWNER BLOOMBERG COMPANIES INCLAREDO DRIVE78TH STREET MARKET BOULEVARDNORTH LEGEND PROPERTY LINE Know what'sbelow. before you dig.Call R C101 PARCEL MAP PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 298 V100 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 299 V101 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 300 V102 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 301 RELOCATE COMMUNICATION LINE, COORDINATE WITH UTILITY PROVIDER. REMOVE BUILDING OVERHANG. REMOVE FLAGPOLE REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMER, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMERS, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMERS, COORDINATE WITH UTILITY PROVIDER. PROTECT IN PLACE EXISTING TRAFFIC LIGHTS. PROTECT IN PLACE EXISTING STORM. REMOVE EXISTING RETAINING WALLS, COORDINATE WITH OWNER AND KA DEVELOPMENT. G G G G G G G PROTECT IN PLACE EXISTING POWER LINE. REMOVE TRANSFORMER, COORDINATE WITH UTILITY PROVIDER. B B B BB B B B B B B B C C C C C C C CC C C C D D D D D I I I I I I PROTECT IN PLACE EXISTING UTILITIES. REMOVE EXISTING RETAINING WALLS REMOVE EXISTING RETAINING WALLS H H TYP. TYP. F F TYP. TYP. E PROTECT IN PLACE EXISTING TRAFFIC LIGHT. PROTECT EXISTING SANITARY MANHOLEREMOVE EXISTING RETAINING WALL PROTECT IN PLACE EXISTING MANHOLE STRUCTURE, REMOVE EXISTING PIPE TO THE EAST AND PLUG STRUCTURE.A A A A A A A A A PROTECT IN PLACE EXISTING POWER LINE. PROTECT IN PLACE EXISTING STORM SEWER PROTECT IN PLACE EXISTING STORM SEWER REMOVE SANITARY SEWER SERVICE. J J J J K K K K K K K K KK K K K K K L L L L L M M N N N L L L O P P P P P Q Q Q Q Q R R RR B D WATERMAIN LOOP MUST BE KEPT INTACT UNTIL NEW LOOP LINE IS IN PLACE, COORDINATE WITH CITY PUBLIC WORKS AND KA DEVELOPMENT PROTECT IN PLACE EXISTING CATCH BASIN STRUCTURE, REMOVE EXISTING PIPE TO THE EAST AND PLUG STRUCTURE. CONTRACTOR TO PROTECT OFF-SITE PARKING SURFACES CONTRACTOR SHALL LIMIT DISTURBANCE OF ALDI WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH STORE MANAGER. CONTRACTOR TO COORDINATE WITH ALDI STORE MANAGER FOR ACCESS SHUT DOWN. WATERMAIN REMOVAL MUST BE COORDINATED WITH ALDI STORE MANAGER AND CANNOT BE REMOVED UNTIL NEW PIPE IS IN PLACE. M A A A A A A A A A A A A A A WATERMAIN LOOP MUST BE KEPT INTACT UNTIL NEW LOOP LINE IS IN PLACE, COORDINATE WITH CITY PUBLIC WORKS AND KA DEVELOPMENT CONTRACTOR TO COORDINATE WITH KA DEVELOPMENT FOR ACCESS SHUT DOWN. CONTRACTOR TO COORDINATE WITH AMERICANA COMMUNITY BANK FOR ACCESS SHUT DOWN. PROTECT IN PLACE EXISTING UTILITIES. CONTRACTOR SHALL LIMIT DISTURBANCE OF OLD NATIONAL BANK WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH BANK MANAGER. CONTRACTOR SHALL LIMIT DISTURBANCE OF OLD NATIONAL BANK WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH STORE MANAGER. R R R R R R R R R R R R PROTECT IN PLACE EXISTING UTILITIES. SALVAGE AND REINSTALL HYDRANT. SALVAGE AND REINSTALL SIGN. SALVAGE AND REINSTALL SIGN CONTRACTOR TO PROTECT OFF-SITE PARKING SURFACES PROTECT IN PLACE EXISTING TRAFFIC LIGHT. PROTECT IN PLACE EXISTING TRAFFIC LIGHT. REMOVE EXISTING STORM STRUCTURE K PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING UNDERGROUND POWER LINE EXISTING WOOD FENCE EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND COMMUNICATIONS LINE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING FIRE DEPARTMENT CONNECTION EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT REMOVE LIGHT POLE 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES KEYNOTE LEGEND SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB REMOVE EXISTING SIDEWALK REMOVE EXISTING PAVEMENT REMOVE EXISTING FENCE REMOVE EXISTING TREE REMOVE EXISTING SIGN REMOVE EXISTING LIGHT POLE REMOVE EXISTING WATER LINE / HYDRANT / VALVE REMOVE EXISTING SEWER LINE / STRUCTURE REMOVE EXISTING STORM LINE / STRUCTURE PROTECT EXISTING STORM LINE / STRUCTURE PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING BUILDING / STRUCTURE REMOVE EXISTING BUILDING / STRUCTURE PROTECT EXISTING LIGHT POLE PROTECT EXISTING TREE A B C D E F G H I J K L M N O P Q RNORTH C200 SITE DEMOLITION PLAN ABANDON UTILITY LINES IN PLACE 302 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGA A A A A A A A A A AA A A A A A A AA A A A A A A A A A A A A A A A A A A A A A A A A A A A A B B B B B B B BB B B B B B B B A AAAA A A A A A A C C C C C C C C C C C BA B A C C C C C TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE REMOVAL: 43 TREES TREE REMOVAL: ~744 CAL. IN. REPLACEMENT CALIPER REQUIRED:~1,488 CAL. IN. = 2X THE CALIPER INCHES REMOVED TREE MITIGATION DATA 1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4.EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5.TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES KEYNOTE LEGEND EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE TO BE SAVED (TYP.) EXISTING TREE LOCATED PER AERIAL IMAGE, DATED 08/22/23. SIZE DETERMINED VIA GOOGLE STREET VIEW, IMAGE DATED MARCH 2023, BASED ON ADJACENT TREE IN SURVEY A B C EXISTING VEGETATION EDGE C201 TREE INVENTORY & PRESERVATION PLAN PRELIMINARY - NOT FOR CONSTRUCTIONLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652201/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 303 591 78TH STREET WEST 575 78TH STREET WEST 570 MARKET STREET 7 8 T H S T R E E T W E S T M A R K E T B O U L E V A R D7 8 T H S T R E E T W E S T B O U L E V A R DM A R K E TITEM 11 &2MMITME1T 12 67501 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 19 &2MMITME1T 12 67573 ITEM 18 &2MMITME1T 12 67573 ITEM 17 &2MMITME1T 12 67573 ITEM 14 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 15 &2MMITME1T 12 67573 SD SDSD SD SD SD SDSD SDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSD SDSD SD3.29%2.47%4.04%3.46%1.11% 1.11% 1 . 4 3% 1.6 3 %3.01%4.87%2.73%1.2 7 %4.00%8.88%A B B B B B B B A C 9709 7 5 9 6 6 966966 967 9 6 8 9 6 9 971972973 97397397497 4 976977975 975973973 973974 974976976977 D D B A CONTRACTOR TO PROTECT EXISTING OFF-SITE PARKING SURFACES B SOIL TYPE: KB 3.4 ACRES SOIL TYPE: KC-2 0.3 ACRES SOIL TYPE: KB 0.4 ACRES SOIL TYPE: LA 0.1 ACRES SOIL TYPE: CO 0.1 ACRES B B B B B B B3.74%3.57%4.76 %4.94% 4.64 %5.14%1.72% 2 . 0 2% 2.80 % 4.14 % 2.86 %2.27% 1.1 0 %1.40%0.72%1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SILT DIKE LEGEND EROSION CONTROL BLANKET 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE I BMP QUANTITIES SILT FENCE ±1,355 LF INLET PROTECTION 17 EA ROCK CONSTRUCTION ENTRANCE 1 EA SILT DIKE ±1,250 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE SILT DIKE A B C D C300 EROSION CONTROL PLAN - PHASE 1 NORTH PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SD SOIL MAP LEGEND CO - CORDOVA CLAY LOAM, 0 TO 2 PERCENT SLOPES 0.1 ACRES KB - KILKENNY-LESTER LOAMS, 2 TO 6 PERCENT SLOPES 3.8 ACRES KC2 - LESTER-KILKENNY COMPLEX, 6 T O10 PERCENT SLOPES, MODERATELY ERODED 0.3 ACRES LA - LE SUEUR-LESTER COMPLEX, 1 TO 6 PERCENT SLOPES 0.1 ACRES PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 304 78TH STREET MARKET BOULEVARDLAREDODRIVESD SD SD SD SD SDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSD3.72%1.26%3.92% 2 . 0 8% 2.66% A B B B B B B B D C B B B BB B C 965 970970970 975 966967968969 97197197 1971971 972972972972972 9739749 7 6 977965 97 0 975966 967 968 96 9 971 97197197297397397397 4 974976 975974 976 976 977 9 7 7 B SOIL TYPE: KC-2 0.3 ACRES SOIL TYPE: KB 0.4 ACRES SOIL TYPE: LA 0.1 ACRES SOIL TYPE: CO 0.1 ACRES B 5.21%5.21%3.66%3.66%3.22%3.49%3.49%7.41 % B B B B B B B B B B BBB B1.46%1.48%SOIL TYPE: KB 3.4 ACRES 12.21%19.49%9.82%7.27%3.71 % 4.7 9 % 3. 5 5 % 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SILT DIKE LEGEND EROSION CONTROL BLANKET 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE 2 BMP QUANTITIES SILT FENCE ±1,330 LF INLET PROTECTION 31 EA ROCK CONSTRUCTION ENTRANCE 1 EA SILT DIKE ±680 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE SILT DIKE A B C D PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C301 EROSION CONTROL PLAN - PHASE 2 NORTH SOIL MAP LEGEND CO - CORDOVA CLAY LOAM, 0 TO 2 PERCENT SLOPES 0.1 ACRES KB - KILKENNY-LESTER LOAMS, 2 TO 6 PERCENT SLOPES 3.8 ACRES KC2 - LESTER-KILKENNY COMPLEX, 6 T O10 PERCENT SLOPES, MODERATELY ERODED 0.3 ACRES LA - LE SUEUR-LESTER COMPLEX, 1 TO 6 PERCENT SLOPES 0.1 ACRES PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SOIL BOUNDARY - PER NRCS SD 305 C302 EROSION CONTROL DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST N.T.S. APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN CONSTRUCTION AREA ASPHALT PAVEMENT EXISTING CONCRETE OR A A APRON ADHESIVE FLOW ADHESIVE 20"20"ADHESIVEADHESIVEADHESIVE ADHESIVE NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. FLOW OVERLAP PER MANUFACTURER'S RECOMMENDATIONS SECTION A-A DIKE PLAN VIEW 1 SILT DIKE 306 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGPROPOSED 10' D&U EASEMENT 10.5'10.4'PROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT PROPOSED 6' D&U EASEMENT TIE INTO EXISTING CURB AND GUTTER 9.3'16.0'A A A A A A AA A A B B C D D D D D E C 18.0'26.0'18.0'7.0'18.0'8.0'8.0'5.0'P F F P P 9.0' M ME E E N N N N N N G G G G H H H H H H H E TRANSFORMERS, SEE MEP PLANS TRANSFORMERS, SEE MEP PLANS18.5'15.9'7.3'9.5'11.2' 116.7'35.9'5.0'5.0'11.0'II K A L O O O O O O O OO O O O O O O O O OOO FUTURE CURB - BY OTHERS FUTURE CURB - BY OTHERS PROPOSED D&U EASEMENT PROPOSED D&U EASEMENT 26.0'18.0'7.9'36.0'12.1'5.6'24.0'36.0'4.7' 9.0' 19.8'9.8' EXISTING CURB 7.0'4.6'8.6'6.0'1.8'26.6'27.7'12.4' 8.1'1.9'24.0'2.7'2.5'10.8'8.9'13.4'11.3'11.9'6.0' 8.8' 60.0' FUTURE ROW R30.0' R10.0' R10.0' R10.0' R10.0' R10.0' 3.1' 11.0' 0.6' 2.9'1.1'0.6'JJ J J J J J JJ J 13.0'10.0'10.1'7.5' LOT 1, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A P Q Q 8.0' 6.2' 5.1' R R R RETAINING WALL STAIRS - SEE ARCH PLANS STAIRS STAIRS - SEE ARCH PLANS H H H H GENERATOR, SEE MEP PLANS BARRICADES PER CITY DETAIL 7.3' 11.6'5.0'N5.0'6.0'11.3'5.3'18.0'9.0'13.0'37.3'GENERATOR, SEE MEP PLANS S DO NOT DISTURB EXISTING TRAFFIC SIGNAL T T5.0'I L K BUILDING OVERHEAD - SEE ARCH PLANS UNDERGROUND STORMWATER SYSTEM EXTENTS UNDERGROUND STORMWATER SYSTEM EXTENTS COORDINATE TRAFFIC SIGNAL LOCATION WITH CITY EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS) WEST BUILDING - SEE ARCH PLANS (184 HOUSING UNITS) 10.0' 13.7' 17.1' 23.6'14.1'5.7'9.0' 11.6'13.8'20.0' 111.8' 20.0'16.7'3.7'1.9' 5.0' 42.1'N 21.7' 9.0' EXISTING ACCESS EASEMENT 8.3' R10.0'R3.0'R10.0' R20.0' R3.0' R5.0' R3.0' R3.0' R5.0' R10.0' R3.0'8.3'14.5'J J J J J P P 1.7' 3.5' 11.9' 16.0' F F F F F G G U U F F F F 6.2'13.9'G G U OUTLOT B BUILDING OVERHEAD - SEE ARCH PLANS BUILDING OVERHEAD - SEE ARCH PLANS 4.0'4.1'DOG RUN PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST NORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SITE DATA EXISTING ZONING CENTRAL BUSINESS DISTRICT PROPOSED ZONING CENTRAL BUSINESS DISTRICT PROPOSED LAND USE MULTI-FAMILY HOUSING AND RETAIL REQUIRED PARKING SETBACKS SIDE/REAR = 0' RIGHT OF WAY = 0' REQUIRED/PROVIDE BUILDING SETBACKS FRONT (WEST BLDG) = 0' / 10.4' SIDE (EAST BLDG) = 0' / 7.5' REAR (WEST BLDG) = 0' / 10.8 RIGHT OF WAY (WEST BLDG) = 0' /10.5' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. BUILDING DATA WEST BUILDING AREA (FOOTPRINT)66,721 SF EAST BUILDING AREA (FOOTPRINT)39,221 SF TOTAL BUILDING AREA (FOOTPRINT)105,943 SF PERCENT OF TOTAL PROPERTY AREA 59.44% MAXIMUM BUILDING HEIGHT ALLOWED 78' WEST BUILDING PROPOSED HEIGHT 76'-8" WEST BUILDING FIRST FLOOR HEIGHT VARIES 15' TO 16' WEST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" EAST BUILDING PROPOSED HEIGHT 69'-2" EAST BUILDING FIRST FLOOR HEIGHT 14'-0" EAST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" PARKING SUMMARY REQUIRED TOTAL PARKING TO BE DETERMINED BY CITY PARKING ANALYSIS PROPOSED INTERNAL PARKING - WEST BUILDING 338 SPACES PROPOSED INTERNAL PARKING - EAST BUILDING 68 SPACES PROPOSED EXTERNAL PARKING - NORTH AREA 59 SPACES PROPOSED EXTERNAL PARKING - EAST AREA 9 SPACES SOUTHERN OFF-SITE PARKING (RIGHTS VIA EASEMENT NO.A387167)25 SPACES SOUTHEAST OFF-SITE VENUE APARTMENT EXCESS PARKING 20 SPACES TOTAL PROVIDED PARKING 519 SPACES REQUIRED ACCESSIBLE PARKING 15 SPACES PROPOSED ACCESSIBLE PARKING 15 SPACES PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C400 SITE PLAN KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB A B C D E F G H I J K L M N O P Q R S T U FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE 307 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKING9.3'16.0'18.0'NORTH Know what'sbelow. before you dig.Call R C401 TRUCK CIRCULATION Width Lock to Lock Time Track SU-40 Steering Angle 4.00 : : : 6.0 8.00 8.00 31.8: 25.00 feet 39.50 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 308 C402 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST PAVEMENT SECTIONS FOR REFERENCE ONLY, REFER TO GEOTECHNICAL REPORT OR CITY DETAILS FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. N.T.S. TYPICAL SIGN MOUNTING6 1'-0" 1'-6" 3'-6" 2'-0" MIN. 7'-0" MIN. ACCESSIBLE PARKING SYMBOL N.T.S. N.T.S. ADA PARKING STALL LAYOUT5 STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA STANDARD STALL STANDARD STALL 1/2"6"12"60"-66"'18"ACCESSIBLE PARKING SIGNAGE N.T.S. WHITE SYMBOL ON BLUE BACKGOUND LEGEND & BORDER: WHITE BACKGROUND: BLUE NOTES: 1.ALL LETTERS ARE 1" AERIES "C" PER MUTCD. 2.SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3.FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WITH WHITE LEGEND AND BORDER. 4.CONTRACTOR SHALL VERIFY FINE AMOUNT. 5.ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6.INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STATE OF MINNESOTA ACCESSIBILITY CODE. 7.ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.A STANDARDS AND LOCAL LAWS. K-1479 12"x6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION N.T.S. ACCESSIBLE PARKING SIGNAGE3N.T.S. STOP SIGN2 30"30"12" 3/8" 7"7' N.T.S. FLUSH CURB1 309 C403 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 310 C404 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 311 NO PARKING78TH STREETMARKET BOULEVARD LAREDO DRIVE NO PARKING CO DDCO COD9709759699719729739749769779759 7 4 9769769 7 6 977970966967968969971972973965970975962963964 966967968969971972973974976976977977975974974974976977960965961962963964G:976.68G:976.62G:975.79G:975.39G:975.61G:973.70G:973.60G:973.76G:973.70G:974.00G:974.66G:974.88G:974.74G:974.90G:974.95G:975.20G:975.39G:975.51G:976.17G:976.51G:975.38G:974.79G:975.35G:975.14G:974.23G:974.10G:973.17G:972.90G:971.06G:970.87975.00FFE = 975.0975.00974.65965.41962.00962.59964.00971.05967.92972.80972.00973.12973.92976.00975.50970.73968.54967.47965.98965.98966.21966.07969.50TW:975.90TW:975.90TW:975.90TW:975.75TW:975.81BW:972.16BW:972.87BW:974.84BW:975.74BW:975.893.38%3.10%2.60%2.78%3.03%3. 6 6 % 4.9 3 %5.21%5.21%1.83%5.84%3.81%7.54%3.11%5.12%3.22%2.08%2.84%0.76%1.50% 1.50% 1.73%1.86%2.62%2.70%3.5 6 %2.88%28.42%3.48%2.73%3.50%3.51%4.19%4.08%FFE = 976.0FFE = 976.0FFE = 976.0FFE = 975.5FFE = 975.5FFE = 969.5FFE = 969.518.71%4.74%13.19%3.04%13.80%2.85%3.92%974.49974.49974.49974.49974.76974.76974.76974.76G:975.07G:975.07G:975.11G:975.17G:975.39G:976.55G:976.14G:976.38G:977.46G:976.13G:975.69G:975.56G:975.13G:975.17G:976.54G:977.30G:977.22G:973.38G:974.31G:974.53G:974.00G:973.24G:973.00G:974.18G:968.97G:968.34G:969.68971.85973.23973.27971.89974.00973.96975.50975.42976.92977.00976.83976.90977.00977.00976.81975.86976.00976.00975.98976.00975.98976.00976.00972.05975.50969.00968.77ME:964.27ME:963.73962.00G:974.14FFE = 976.0FFE = 977.0FFE = 977.0FFE = 963.4FFE = 974.0FFE = 971.9FFE = 966.4FFE = 967.0971.66971.84972.05972.34971.51968.68965.75965.01965.21965.90968.24968.05967.25967.06969.92970.05970.52970.40ME:965.34ME:965.26965.54965.86966.39G:970.32G:970.67G:970.84G:970.20G:970.80G:974.84G:975.01G:976.65G:976.90G:975.39G:975.50G:974.05G:974.67G:974.76G:973.71G:973.60G:973.22G:972.58G:972.52G:972.47G:965.30G:963.94G:962.97G:962.31G:961.88G:961.70G:960.54G:960.64G:960.86G:960.86G:960.60G:960.56G:960.38G:960.42G:960.66G:960.12G:959.66G:959.91G:958.66G:958.42G:958.37G:958.11G:957.97G:958.21G:960.12G:959.75G:958.52G:958.68975.00975.00975.00962.00962.00961.91961.84961.77962.00961.58961.09961.58961.58961.35961.35960.87960.87960.87960.87962.00960.57959.99959.59962.00962.00FFE = 975.0FFE = 961.0FFE = 962.0FFE = 962.0FFE = 962.0FFE = 962.0G:960.86G:962.00G:962.00974.64974.55974.66974.87975.00975.00975.00974.86973.01971.89964.47ME:964.35ME:964.51ME:964.32GRADING PLAN NOTES1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONSAND BUILDING PERMIT REQUIREMENTS.2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES.NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTINGTHE PROPOSED DESIGN OF THE PROJECT.5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READYFOR SUB-BASE.6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONSALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITYITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TOCOLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENTAREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS.10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENTGRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THEGUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER.11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSEDCONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED.12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSINGDRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS:ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12).SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%.LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%.ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANYDIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED.SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADACOMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANYLOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BEACCEPTED FOR ADA COMPLIANCE ISSUES.13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITEAREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINALCONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHESOF TOPSOIL.14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARYSEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS.PROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW ELEVATIONT/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODPROPOSED RIDGE LINEPROPOSED SWALEPROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0BW:0.0RETAINING WALL NOTES1.RETAINING WALLS SHALL BE DESIGNED BY OTHERS.2.PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDESFINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY.3.RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONALENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEEROF RECORD FOR APPROVAL.4.RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL ASSHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAINOVER THE TOP OF THE WALL.5.RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER.6.RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICALINFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL.NORTHC500GRADING ANDDRAINAGE PLANPRELIMINARY - NOT FOR CONSTRUCTION MICHAEL C. BRANDT, P.E.01/19/2024462661DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.DescriptionDateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©MARKET BLVD& W 78TH ST312 7 8 T H S T R E E T W E S T M A R K E T B O U L E V A R DITEM 16 &2MMIT M E 1 T 1 2 6 7 5 0 1 7 8 T H S T R E E T W E S T B O U L E V A R DITEM 16 &2MMITME1T 12 67501 ITEM 16 &2MMITME1T 12 67501 ITEM 16 &2MMITME1T 12 67501 M A R K E TITEM 20 &2MMITME1T 12 67501 ITEM 20 &2MMITME1T 12 67501 ITEM 20 &2MMIT M E 1 T 1 2 6 7 5 0 1 ITEM 17 &2MMITME1T 12 67501 ITEM 17 &2MMITME1T 12 67501 ITEM 11 &2MMITME1T 12 67501 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 20 &2MMITME1T 12 67573 ITEM 20 &2MMITME1T 12 67573 ITEM 19 &2MMITME1T 12 67573 ITEM 18 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 10 &2MMITME1T 12 67573 ITEM 17 &2MMITME1T 12 67573 ITEM 14 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 8 &2MMITME1T 12 6 7 5 0 1 ITEM 16 &2MMIT M E 1 T 1 2 6 7 5 7 3 ITEM 15 &2MMITME1T 12 67573 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGBMP#1: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM. TOP OF STRUCTURE: 972.00 BOTTOM IE: 957.00 NORMAL WATER LEVEL: 961.00 100-YR HIGH WATER LEVEL: 965.30 DEPTH OF TANK: 15' BMP #2: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM. TOP OF STRUCTURE: 969.00' BOTTOM IE: 959.00' NORMAL WATER LEVEL: 963.00' 100-YR HIGH WATER LEVEL: 965.30' DEPTH OF TANK: 10' PROPOSED PUMP CONTROL PANEL 0+00 0+80 23 LF - 18" PVC @ 2.00% 68 LF - 24" RCP @ 2.13% 61 LF - 18" PVC @ 2.00% 36 LF - 15" RCP @ 0.50% 86 LF - 15" RCP @ 0.50% 36 LF - 15" RCP @ 0.50% 60 LF - 15" RCP @ 0.50% 5 LF - 12" HDPE @ 2.00% 6 LF - 8" PVC @ 1.27% 22 LF - 24" HDPE @ 0.48% 3 - 9 LF - 8" PVC @ 0.00% 18 LF - 15" RCP @ 11.03% 5 LF - 12" HDPE @ 0.50% ST-203 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:976.36 IE:972.27 N IE:963.65 S ST-402 CBMH W/ 4' SUMP RE:975.22 IE:968.80 W IE:968.80 S ST-403 RE:975.19 IE:968.98 E ST-201 RE:974.59 IE:962.44 S IE:962.44 N IE:962.44 E ST-200 RE:974.63 IE:961.00 W ST-401 RE:971.81 IE:968.37 N IE:968.37 S IE:968.37 W ST-104 RE:974.10 IE:961.00 E ST-100 REPLACE EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:972.84 IE: 968.1 S IE:969.60 W IE:969.87 NW ST-202 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:974.29 IE:962.91 N ST-601 RE:969.60 IE:963.00 S ST-600 PROPOSED STORM SEWER STUB FOR FUTURE CONNECTION. RE:969.36 IE:962.90 N ST-501 CBMH W/ 4' SUMP RE:970.61 IE:968.67 W IE:968.67 N ST-502 RE:971.79 IE:968.85 E ST-101 STMH 72" RE:974.12 3 - IE:971.00 W IE:970.00 E ST-103 10' x 12' LIFT STATION BOTTOM IE: RE:973.95 IE:960.90 W STUB ST-301 RE:974.20 IE:963.00 E ST-300 RE:974.45 IE:961.00 W ST-400 RE:971.94 IE:968.35 E ST-700 RE:974.64 IE:961.00 S 11 LF - 18" PVC @ 2.00% ST-701 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:974.80 IE:961.22 N106.0'22.0'115.1'106.0' STORM CROSSING ST-402 TO ST-401 966.53 ST-201 TO ST-200 963.35 CLEARANCE IS 3.18' STORM CROSSING ST-402 TO ST-401 966.12 ST-301 TO ST-300 962.99 CLEARANCE IS 3.13' 10' SETBACK FROM WATER MAINCO 55.7'46.2' D RELOCATED CATCH BASIN CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, AND PIPE MATERIAL IE:972.29 CBMH ST-801 RE:973.08 27 LF - 15" RCP @ 0.50% CB ST-800 RE:974.57 84 LF - 6" SLOT DRAIN @ 0.50% 75 LF - 6" SLOT DRAIN @ 0.50%34 LF - 12" PVC @ 0.50%39 LF - 12" PVC @ 0.50% CB ST-1001.A RE:965.00 IE:959.09 N IE:959.09 SW 94 LF - 15" RCP @ 0.45% 57 LF - 15" RCP @ 0.50% ST-902 REPLACE EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:961.98 IE:958.79 N IE:958.79 S20 LF - 15" RCP @ 1.21% ST-901 BMP#5 - ADS BAY FILTER RE:961.14 IE:958.55 N IE:958.55 S NYLOPLAST ST-905.B RE:958.83 IE:955.71 E (4' SUMP) 54 LF - 12" HDPE @ 0.50% 10 LF - 12" HDPE @ 0.50% 23 LF - 12" HDPE @ 0.50% CB ST-906 RE:958.90 IE:955.60 E IE:955.60 W CB ST-907 RE:958.68 IE:955.67 E IE:955.67 W 13 LF - 12" HDPE @ 0.50% 22 LF - 12" HDPE @ 0.50% CB ST-908 RE:958.45 IE:955.78 W 46 LF - 12" HDPE @ 0.50% OLDST-902 CONNECT TO EXISTING STORM SEWER. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:958.57 IE:953.71 W CB ST-1001.B RE:969.00 IE:959.51 S BMP#6 ADS BAY FILTER VAULT ST-1000 CONNECT TO EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:963.65 IE:958.80 NE ST-904 RE:959.30 IE:955.44 S IE:955.44 W ST-903 RE:959.67 IE:953.94 E BMP#3 TREE TRENCH BMP#4 TREE TRENCH NYLOPLAST ST-905 RE:958.41 IE:955.49 E IE:955.49 N (4' SUMP) ST-900 CONNECT TO EXISTING STORM SEWER PIPE. CONTRACTOR TO VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:960.63 IE:955.72 N 150 LF - 15" RCP @ 1.21% ST-EX CONNECT TO EXISTING STORM STRUCTURE. RE:967.70 IE:960.60 S PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C501 STORM SEWER PLAN NORTH PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 313 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGCO CO 8" INCH DIP CONNECT INTO EXISTING 8" DIP WITH 8"X8" WET TAP WITH 8" GATE VALVE SSWR-201 RE:976.84 COORDINATE WITH MEP IE:964.73 E SSWR-100 RE:961.14 COORDINATE WITH MEP IE:947.66 S EXISTING SSMH RE:960.80 IE:947.60 N 30 LF - 8" PVC @ 0.50% 12 LF - 8" PVC @ 0.50% 45° BEND 8"x8" TEE 8" SERVICE - CONNECT INTO EXISTING 8" VALVE. COORDINATE WITH EXISTING OWNER PROPOSED HYDRANT AND 6" GATE VALVE 45° BEND EXISTING WATERMAIN CONNECT INTO EXISTING 10" DIP WITH 10" GATE VALVE 8" GATE VALVE 8"x6" TEE 8" DIP 8" GATE VALVE PROPOSED HYDRANT AND 6" GATE VALVE 10"x6" TEE 8" DIP CONNECT INTO EXISTING 8" DIP WITH 8" GATE VALVE CONNECT INTO CONNECT INTO 10" GATE VALVE EXISTING HYDRANT TO REMAIN - SALVAGE AND REINSTALL 6" GATE VALVE CONNECT INTO EXISTING 10" DIP WITH 10" GATE VALVE 150' HYDRANT COVERAGE (TYP) PROPOSED UNDERGROUND DETENTION, SEE STORM SEWER PLANS FOR DETAILS PROPOSED UNDERGROUND DETENTION, SEE STORM SEWER PLANS FOR DETAILS 11.25° BEND 11.25° BEND 10"x6" TEE 10" GATE VALVE PROPOSED HYDRANT AND 6" GATE VALVE 18" DIP 18"x6" TEE AND GATE VALVE18"x6" TEE AND GATE VALVE CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND PIPE MATERIAL 10"x8" REDUCER AND 8" VALVE 10x10 TEE CONNECT TO EXISTING MAIN 18"x10" REDUCER AND 10" VALVE 10"x10" TEE 10" VALVE CONNECT TO EXISTING MAIN 18"x10" REDUCER AND 10" VALVE 18" VALVE 10" DIP 10"x10" TEE 10x6 TEE10" VALVE 10" DIP 8"x8" TEE AND 8" VALVE FOR DOMESTIC AND FIRE SERVICE 10" GATE VALVE 45° BEND 45° BEND 45° BEND 45° BEND 18" VALVE AND TEE 45° BEND 45° BEND 10" VALVE FOR DOMESTIC AND FIRE SERVICE - COORDINATE WITH MEP EXISTING HYDRANT TO REMAIN 10" DIP CONNECT INTO EXISTING SSWR CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT RE:968.17 IE:964.58 W CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND PIPE MATERIAL PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C600 UTILITY PLANNORTH 314 C601 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 315 C602 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 316 C603 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 317 PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C604 UTILITY DETAILS 318 LIFT STATION DETAIL PROFILE 952 960 970 980 952 960 970 980 22 LF - 24" HDPE @ 0.48% 3 - 9 LF - 8" PVC @ 0.00% 6 LF - 8" PVC @ 1.27%ST-101STMH 72" 2'RE:974.12IE:971.00 WIE:970.00 EBMP#1: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM TOP OF STRUCTURE: 972.00 BOTTOM IE: 957.00 NORMAL WATER LEVEL: 961.00 100-YR HIGH WATER LEVEL: 965.30 PROPOSED 10' X 12' STORM WATER LIFT STATION H-20 TRAFFIC LOADED ACCESS HATCH STORM WATER LIFT PUMPS QTY #3 REQUIRED FLOW RATE (EACH): 230 GPM REQUIRED HEAD: 25 FT 8 LF - 8" PVC @ 1.27%8" PVC 18 LF - 8" PVC @ 1.27% 8" PVC8" PVC CBMH ST-100RE:972.84IE:969.60 WIE:969.87 NWD PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C605 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 319 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C606 UTILITY DETAILS 320 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C607 UTILITY DETAILS 321 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C608 UTILITY DETAILS 322 PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C609 UTILITY DETAILS 323 LANDSCAPE LEGENDEXISTING DECIDUOUS TREE (TYP.)EXISTING CONIFEROUS TREE (TYP.)EXISTING SHRUB (TYP.)EDGER (TYP.)APPROXIMATE LIMITS OF SODDING/IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.)ROCK MULCH (TYP.)ARTIFICIAL TURF, SEE DETAIL (TYP.)AABCDELANDSCAPE KEYNOTESEDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.)ARTIFICIAL TURF (TYP.)SOD (TYP.)MAINTENANCE STRIP (TYP.)NO PARKING78TH STREETMARKET BOULEVARD LAREDO DRIVE NO PARKING DDDDDDDDDBEBBBBBBEBEBEBEBEBEBEBEBADCABBPROPOSED 10' D&U EASEMENTPROPOSED 10'D&U EASEMENTUNDERGROUNDSTORMWATER SYSTEMEXTENTSUNDERGROUNDSTORMWATER SYSTEMEXTENTSBOULEVARD TREES WILL BEPROVIDED BY THE CITY ASPART OF MARKET BLVD.RECONSTRUCTION IN 2025EXISTING TREES TOREMAIN (TYP.)SYMBOLCODECOMMON NAMECONIFEROUS TREEBHSBLACK HILLS SPRUCEORNAMENTAL TREEARMARMSTRONG RED MAPLERVBRIVER BIRCH MULTI-TRUNKOVERSTORY TREEBOLBOULEVARD LINDENIHLIMPERIAL HONEYLOCUSTPREAMERICAN ELMCONIFEROUS SHRUBSGOJGREY OWL JUNIPERSGJSEA GREEN JUNIPERDECIDUOUS SHRUBSANHANNABELLE HYDRANGEABLCIROQUOIS BEAUTY BLACK CHOKEBERRYCBFIREDANCE™ RED TWIG DOGWOODDBHDWARF BUSH HONEYSUCKLEDVBDWARF EUROPEAN VIBURNUMGGDGARDEN GLOW DOGWOODGLSGRO-LOW FRAGRANT SUMACSEMSEM FALSESPIREAORNAMENTAL GRASSESHMSHEAVY METAL SWITCHGRASSKFG2KARL FOERSTER FEATHER REED GRASSPERENNIALSBES2BLACK-EYED SUSANEBPEMERALD BLUE CREEPING PHLOXNWWALKER'S LOW CATMINTPBSPRAIRIE BLAZING STARPCFPURPLE CONEFLOWERSH4PRAIRIE DROPSEEDPLANT KEYREPLACEMENT REQUIREMENTSCALIPER REPLACEMENT REQUIRED:1,488 INCHESCALIPER REPLACEMENT PROPOSED:100 INCHESNOTE: REMAINDER OF REQUIRED TREES TO BE PROVIDED AT OFF-SITE LOCATION OR PAYMENT IN LIEU OF (CITY TOCONFIRM)LANDSCAPE REQUIREMENTSBUFFERYARD REQUIRED:BUFFERYARD A(EAST SIDE 519 L.F.)6 OVERSTORY TREES = 1 OVERSTORY TREE / 100 L.F. OF FRONTAGE11 UNDERSTORY TREES = 2 UNDERSTORY TREES / 100 L.F. OF FRONTAGE16 SHRUBS = 3 SHRUBS / 100 L.F. OF FRONTAGEBUFFERYARD PROVIDED:4 OVERSTORY TREES(EAST SIDE 519 L.F.)0 UNDERSTORY TREES18 SHRUBSBUFFERYARD REQUIRED:BUFFERYARD A(SOUTH SIDE 905 L.F.)10 OVERSTORY TREES = 1 OVERSTORY TREE / 100 L.F. OF FRONTAGE19 UNDERSTORY TREES = 2 UNDERSTORY TREES / 100 L.F. OF FRONTAGE28 SHRUBS = 3 SHRUBS / 100 L.F. OF FRONTAGEBUFFERYARD PROVIDED:11 OVERSTORY TREES(SOUTH SIDE 905 L.F.)4 UNDERSTORY TREES98 SHRUBSLANDSCAPE SUMMARYL100LANDSCAPE PLANNORTHPRELIMINARY - NOT FOR CONSTRUCTION LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.MITCHELL COOKAS, PLA5652201/19/2024DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALMNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.DescriptionDateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMMARKET BLVD& W 78TH STNOTE: SEE SHEET L101 FOR FULL PLANT SCHEDULE324 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL/SIZE CONIFEROUS TREE BHS 8 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. ORNAMENTAL TREE ARM 7 ACER RUBRUM `ARMSTRONG`ARMSTRONG RED MAPLE B & B 2.5" CAL. RVB 3 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 8` HT. OVERSTORY TREE BOL 4 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. IHL 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING CONIFEROUS SHRUBS GOJ 6 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. SGJ 25 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 6 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 120 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. CB 28 CORNUS SERICEA 'BAILADELINE'FIREDANCE™ RED TWIG DOGWOOD #5 CONT.4` O.C. DBH 39 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. DVB 16 VIBURNUM OPULUS `NANUM`DWARF EUROPEAN VIBURNUM #2 CONT.3` O.C. GGD 49 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. GLS 108 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. SEM 43 SORBARIA SORBIFOLIA `SEM`SEM FALSESPIREA #5 CONT.3` O.C. ORNAMENTAL GRASSES HMS 106 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS #1 CONT.3` O.C. KFG2 84 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 24" O.C. PERENNIALS BES2 10 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.18" O.C. EBP 109 PHLOX SUBULATA 'EMERALD BLUE'EMERALD BLUE CREEPING PHLOX #1 CONT.12" O.C. NW 34 NEPETA X 'WALKER'S LOW'WALKER'S LOW CATMINT #1 CONT.18" O.C. PBS 13 LIATRIS PYCNOSTACHYA PRAIRIE BLAZING STAR #1 CONT.18" O.C. PCF 55 ECHINACEA PURPUREA PURPLE CONEFLOWER #1 CONT.18" O.C. SH4 80 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. PLANT SCHEDULE DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED)NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10154"1"PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 22.IRRIGATION SYSTEM TO INCORPORATE WATER REUSE FROM UNDERGROUND STORMWATER SYSTEM - COORDINATE WITH MEP PLANS FOR IRRIGATION SYSTEM. ESTABLISHMENT 23.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 24.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 25.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 26.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 27.SEE ELECTRICAL PLANS FOR SITE LIGHTING. LANDSCAPE NOTES L101 LANDSCAPE DETAILS ARTIFICIAL TURF DETAIL SCALE: 1-1/2"=1'L1014 NOTES: 1.CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS.PRELIMINARY - NOT FOR CONSTRUCTIONLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652201/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 325 326 327 Page 1 of 1Date:1/10/2024DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Designed By: K. TomczakChanhassen ApartmentsChecked By: Rob ChasséScale: 1" = 25'Luminaire ScheduleSymbolQtyCalculation SummaryLabelUnitsAvgLabelMountingHeightLum. WattsLLFDescription2MaxMinAvg/MinP12054.1290.900OPF-S-A02-740-T4MMax/MinParking Lot #1Fc1.444.31P20.52090.680.900OPF-S-A04-740-T5W2.888.601P32063.590.900OPF-S-A03-740-T4M3P4Roadway2041.880.900OPF-S-A01-740-T2MFc1.233.30.26.1516.50SETSETSETSET ACCESSACCESSRETAIL PARKING2,309 SFTERRACE7,674 SFAMENITY1,990 SFRETAIL248 SFRRACEFE2,992 SFNO PARKINGHCCEECHHCCEEHHHHEEEEHHDDSTSTSTSTCONCRETE RAMP / LOADING DOCKSSSTP1P1P2P3P4P4P40.5 0.5 0.6 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.60.7 0.7 0.8 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.7 0.8 1.0 1.10.6 0.8 0.9 1.2 1.5 1.4 1.1 0.9 0.7 0.7 0.7 0.8 1.1 1.6 2.0 1.7 0.60.7 0.9 1.3 1.8 2.1 2.0 1.5 1.1 0.8 0.8 0.8 1.0 1.4 2.2 3.2 3.2 1.00.8 1.0 1.6 2.2 2.4 2.4 1.9 1.2 1.0 0.8 0.8 1.1 1.7 3.0 4.0 4.3 1.40.8 1.1 1.6 2.2 2.4 2.3 1.8 1.2 0.9 0.8 0.8 1.0 1.7 2.9 4.0 4.3 1.40.7 0.9 1.3 1.8 2.1 0.8 0.8 0.9 1.5 2.3 3.2 3.2 1.00.7 0.9 1.0 1.3 1.6 1.2 1.7 2.1 1.8 0.70.8 0.9 1.0 1.1 1.3 1.1 1.4 1.4 1.1 0.60.8 0.9 1.0 1.2 1.3 0.7 0.7 0.6 0.6 0.6 0.6 0.7 1.1 1.2 1.2 0.9 0.60.8 1.0 1.2 1.5 1.6 1.2 1.1 0.9 0.8 0.8 0.9 1.3 1.5 1.5 1.3 1.0 0.71.5 2.1 2.6 2.1 1.7 1.3 1.1 1.1 1.4 1.8 2.3 2.6 2.0 1.4 0.91.9 2.9 3.7 3.1 2.3 1.6 1.1 1.2 1.6 2.4 3.2 3.6 2.9 1.8 1.11.8 3.2 3.9 3.6 2.4 1.3 0.9 0.9 1.3 2.4 3.6 3.8 3.1 1.7 0.92.2 3.1 2.7 1.5 0.6 0.21.4 2.8 2.1 1.2 0.6 0.21.1 1.7 1.5 1.0 0.5 0.20.7 1.1 1.1 0.8 0.5 0.20.6 0.9 0.9 0.8 0.5 0.20.5 0.9 0.9 0.8 0.5 0.20.7 1.1 1.1 0.9 0.6 0.31.0 1.7 1.5 1.1 0.7 0.41.4 2.7 2.2 1.4 0.9 0.52.2 3.3 2.8 1.7 1.0 0.61.7 3.1 2.6 1.6 0.9 0.61.3 2.2 1.9 1.3 0.9 0.60.9 1.4 1.4 1.1 0.8 0.70.7 1.1 1.1 1.0 0.8 0.80.6 1.0 1.1 1.0 0.8 0.80.8 1.2 1.3 1.1 0.81.1 1.9 1.7 1.2 0.91.5 2.9 2.3 1.5 1.02.3 3.2 2.9 1.7 1.01.6 2.9 2.4 1.5 0.91.1 1.9 1.6 1.1 0.80.7 1.1 1.0 0.8 0.60.4 0.6 0.7 0.6 0.4 328 Page 1 of 22 Project: Chanhassen Market Street Addition (Planning Case 2024-01) Planning Commission Review Date: February 20, 2024 City Council Review Date: March 11, 2024 Drafted By: Eric Maass, AICP, EDFP, Planning Director Staff Report Date: February 16, 2024 SUMMARY OF REQUEST: The applicant is requesting preliminary plat, site plan, and a variance to the build to zone for the construction of two mixed use buildings totaling 310 market rate apartment units and approximately 14,882 square feet of leasable commercial space. STAFF RECOMMENDATION: Staff recommends approval of the requested preliminary plat, site plan, and variance for the construction of the project as proposed subject to updating of plans based on staff review comments. LOCATION: 591 78th Street W and 570 Market Street Chanhassen, MN 55317 (Subject Property) OWNER: Chanhassen Lodging, LLC 366 South Tenth Avenue, PO Box 727 Waite Park, Mn 56387 Chanhassen Properties, LLC 900 Wayzata Blvd East, Suite 130 Wayzata, MN 55391 PROPOSED MOTIONS: “The Chanhassen Planning Commission approves the requested build to zone variance subject to the conditions of approval and adopts the attached Findings of Fact and Decision. “The Chanhassen Planning Commission recommends approval of the requested preliminary plat and site plan for the construction of two mixed use buildings subject to conditions within the staff report.” 329 Page 2 of 22 CURRENT ZONING: Central Business District (CBD) 2040 LAND USE PLAN: Commercial Land Use / Central Business District ACREAGE: 4.05 acres DENSITY: 76 units/acre LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations and zoning ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. 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. The city’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the zoning ordinance for a variance. The city has a moderate level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. City Code requires that notice of the public hearing be mailed to all property owners within 500 feet (dashed circle). City Staff sent notice to all property owners within 1,000 feet and additional single family residential properties in the general vicinity. 330 Page 3 of 22 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 3. Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article 20-XVIII “CBD” Central Business District Chapter 20, Article 20-XXIII, Division 20-XXIII-9 Design Standards for Multifamily Developments ZONING OVERVIEW Zoning Designation The property is zoned Central Business District (CBD). Multifamily housing is a permitted use within the CBD zoning district so long as a portion of the first floor adjacent to 78th Street West includes commercial space. The project as proposed provides the required commercial space. Environmental Protection Districts Bluff Creek Corridor - This is not encumbered by the Bluff Creek Overlay District. Bluff Protection - The proposed project is located outside of the required bluff setback. Floodplain Overlay - The proposed project is located outside of the floodplain. Shoreland Management - The property is outside of the Shoreland Protection District. Wetland Protection - There are no wetlands on the site. PRELIMINARY PLAT REVIEW The preliminary plat as shown would subdivide the subject property into two lots and two outlots. Lot 1, Block 1 would consist of the westerly mixed-use building. Lot 2, Block 2 would consist of the easterly mixed-use building. Outlot A would be 60.01 feet in width and provide land area necessary for the extension of Laredo Drive. A drainage and utility easement would be placed over the entirety of Outlot A and contain a private underground stormwater retention system. Outlot B would contain a parking lot as well as a dog run area on its surface and a portion of the outlot would also consist of an underground stormwater system. With the reconstruction of Market Boulevard and proposed redevelopment of the Country Inn & Suites, the northwest corner of the plat shows private property extending beyond the curb line and into the intersection of 78th Street West and Market Boulevard. As the final design for Market Boulevard reconstruction proceeds, the preliminary plat shall be updated to dedicate additional public right of way if necessary. Drainage and utility easements should also be updated according to any adjustments to property lines associated with the Market Boulevard road design. The preliminary plat should be updated so that the southeast corner of Outlot A encompasses the roughly 10-foot x 10-foot area directly south of the outlot area so that in the future that area is established as outlot and available for additional road extension. 331 Page 4 of 22 The CBD zoning district does not have a minimum lot area, lot frontage, or lot depth. As a result, the preliminary plat does not require adjustment to meet those aspects of City Code. SITE PLAN REVIEW The developer is requesting site plan approval for two vertical mixed-use buildings. Together the buildings will consist of 553,064 square feet. That building area includes 310 market-rate apartments, 406 structured parking spaces, 14,882 square feet of leasable commercial space, and 18,087 square feet of amenity space as well as a large pool deck on level 2 of the west building. Approximately 46% of units will have at least two bedrooms which is advantageous in attracting both young professionals looking to split rent to make housing more affordable as well empty nesters transitioning into the next stage of their life who don’t want the maintenance responsibility of a traditional home but retain the desire to have a guest bedroom when family or friends visit. The project proposes to construct a sidewalk along the north side of the development where currently no sidewalk exists. This is an important improvement to the city’s downtown pedestrian network. The 332 Page 5 of 22 project also proposes to extend Laredo Drive south of West 78th Street with sidewalks on both sides of the street extension. This street extension is aligned with the city’s desire to improve the walkability and pedestrian experience within the downtown area. The site is encumbered by cross-access easements over the drive aisles within Outlot B. These cross-access easements restrict the viability of the construction of a building and as a result are shown to be continued as a surface parking lot but with improvements including sidewalks, a pet exercise area, and an underground stormwater management system. The CBD district establishes Character Zones of “Downtown Mixed-Use” and “Downtown West”. The subject property is located within the Downtown Mixed-Use district and as a result, has a “build to zone” off of 78th Street and Market Boulevard of 0’ - 15’ from the property line and a “build to zone” of 0’ – 30’ for building frontage along Laredo Drive. While a majority of both the west and north elevations are within the build to zone, the very southwest corner of the west elevation has a maximum setback distance of 23 feet 6 inches which is the greatest proposed setback that exceeds the build to zone and requires a variance. Parking Typically projects consist of a single “property use”. Those property uses are defined as commercial, residential, office, or industrial uses and City Code establishes minimum parking requirements for those property uses. A vertically mixed-use project presents a unique situation based on varied parking demand between commercial and residential users of the property. City Code Section 20-1124(a)(4) states that for mixed-use buildings, parking requirements shall be determined by the city based on the existing and potential uses of the building. To measure the parking demand, the city contracted with HKGi to conduct a parking study to measure the parking demand that would be generated by the proposed redevelopment with the amount of parking proposed. Uses Parking Spaces (Peak Demand) New residential demand 496 New retail/restaurant demand 122 Peak parking demand removed (cinema/hotel/lodge) (527) Total net parking demand (increase) 91.4 Proposed parking stalls 521 (additional parking relocation of dog run / shared surface parking) 39 Grand total parking stalls 560 Findings The findings of this study determined that the proposed vehicle parking spaces are adequate to meet the peak vehicle parking demands of the proposed development. While the parking already shown on plans was deemed adequate, the study provided recommendations for additional parking to support the project. Two of these are proposed to be incorporated into the project: 333 Page 6 of 22 1. Relocating the pet exercise area from the center of the NE surface parking lot to the SE corner of the project. This results in an additional nine surface parking stalls in the surface lot. 2. Parking easement over an increased portion of the surface parking lot on the south side of The Venue. The plan set currently proposed easement over 20 spaces. The parking easement can be increased to 50 spaces. a. Staff have been monitoring this surface lot dating to January 12th and assessing the lots utilization in the morning, afternoon, and evenings as well as weekdays and weekends and found the surface lot to be consistently underutilized. During that time, the Venue apartment has been operating at or above 95% occupancy. The surface lot contains 136 surface parking stalls. The highest vehicle count occurred on the evening of February 12th when 62 vehicles were present. That resulted in 74 surface parking stalls being vacant. Site Furnishing The project as proposed shows the addition of sidewalks around each building where it interfaces with a public right of way or parking area providing strong pedestrian connectivity. Each building shows an area for an outdoor patio to provide street activation and site furnishings including tables and chairs. The applicant should explore the addition of a bike rack. Loading and Refuse Areas Screening of service yards, refuse, and waste-removal areas, loading docks, truck parking areas, and other areas which tend to be unsightly shall be accomplished by use of walls, fencing, dense planting, or any combination of these elements. Screening shall block views from public right-of-way (pedestrian views) and shall be equally effective in winter and summer. The electrical transformers at the SW corner of the west building shall be screened either through vegetation or fencing. Lighting Wall-mounted lighting in commercial, industrial, and institutional districts shall be shielded with a total cutoff angle equal to or less than 90 degrees. Fixture height shall not exceed 30 feet. Fixtures are shown at a height of 20 feet which adheres to City Code. Shop drawings shall be provided to show proposed fixtures. Lighting on the building faces shall also be restricted to having a total cutoff angle equal to or less than 90 degrees. Signage The renderings provided depict signage for both the commercial tenant spaces as well as apartment portions. Signage for the project will require separate permits and signage will be reviewed for conformance with City Code at the time of sign permit application. 334 Page 7 of 22 Building Architectural Reviews Required Architectural Standards The city intends that all multifamily developments within the city should strive toward the highest level of quality in both design and construction. Architectural Style 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 evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback, and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. Monotony of design, both within the projects and between adjacent projects and their surroundings is prohibited. Variation in detail, form, and sitting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback, and orientation. All buildings shall have a minimum of 20 percent accent material. Accent material may include brick, stone cut face block, or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. West Building The CBD zoning establishes height requirements for the area. The district allows structures up to six stories in height but also prescribes the total height allowed for each story. The maximum height of a six-story building within the CBD-zoned area is 78 feet. The west building as shown would mostly be 72 feet 4 inches for the portion which would be six stories in height with a maximum height of 76 feet 8 inches when accounting for the areas where the elevator overruns are located. The total height as well as individual floor heights conform to City Code. Requirement Proposed First Floor 14’ to 18’ 15’-16’ Floors 2 through 6 9’ to 12’ 10’8” – 11’8” Total Height Max of 78’0” 76’8” Build To Zone (west/north elevations) 0’ to 15’ 23.6’ * Build To Zone (east elevation) 0’ to 30’ 11.6’ *Requires variance 335 Page 8 of 22 Massing and Placement The proposed structure would occupy nearly all of Lot 1 Block 1 of the proposed preliminary plat as the parking for the project would be entirely structured parking. The building consists of a variety of massing’s including areas that are one story, two stories, five stories, and six stories in height. The stepping back in height along 78th Street West provides necessary relief to the street level to ensure the overhead structure is not overbearing and negatively impacts the pedestrian experience. The same treatment is provided along the western elevation adjacent to Market Boulevard. A ground-level patio space is adjacent to a five-story building span and then the middle of the elevation consists of two stories and then the southern part of the west elevation extends back up to five stories prior to an additional setback before reaching the full six story height. The courtyard at level two that opens to the south currently does not have access to it from internal corridors. The building adheres to the intent of the CBD to create the effect of a traditional downtown area whereby the building is adjacent to the sidewalk and promotes walkability. Proposed Elevations North Elevation (facing 78th St W) East Elevation (facing Laredo Ave extension) 336 Page 9 of 22 West Elevation (facing Market Blvd) South Elevation (facing private property) Interior courtyard elevations 337 Page 10 of 22 Material and Color The proposed building has a strong variety of materials including four varieties of brick, stone, cast stone, metal flashing, metal pan stone, architectural precast panels, prefinished metal panels, and fiber cement wall panels. These are all acceptable materials. It’s required that at least 20% of the building contains accent materials (brick or stone). Architectural Interest, Material, and Color North Elevation – The one-story corner commercial spaces in the middle and left sides of the north elevation are marked overhead with sections of vertical brick spans. This creates a strong presence for the commercial aspects of the building and quality massing to the structure. The materials shown are complimentary without being too busy. The elevation shows white awnings over portions of the commercial spaces. The awnings will require additional refinement. South Elevation - Presently the south elevation stories -1 and -2 utilize architectural pre-cast panels. The panels consist of two panel types with each of the panel types alternating. The narrower of the two-panel types should explore adding either standard windows or spandrel glass windows to provide additional relief to the precast panels. The remaining portions of this elevation contain two types of brick, accent metal, and fiber cement wall. 338 Page 11 of 22 East elevation – The first floor commercial spaces are marked with vertical laid bricks overhead which provides nice articulation between the commercial and residential components of the building. The elevation contains all four of the brick types shown on the building. The left side of the elevation has brick type 1B on floors two, three, and four with the top two stories being fiber cement panel 6A. The applicant should explore extending brick type 1B to the top stories of the building to mimic the expanse of the same brick at the NW corner of the west building over the restaurant space. West elevations – This elevation contains three of the four brick variations as well as some fiber cement panels. Accent metal is used around the windows of the walk up townhome units as well as the elevator on the south side of the elevation. The elevation shows white awnings over portions of the commercial spaces. The awnings will require additional refinement. Interior courtyard elevations – The interior courtyard elevations incorporate one color of fiber cement paneling. The exterior material keynotes indicate two colors of fiber cement wall panels. Staff recommends exploring the option to introduce another material and possibly the second color of fiber cement wall panel on the interior wall elevations especially in the area of the amenity courtyard as it is a prominent area in proximity to Market Blvd. Roof Design The buildings shown consist of flat roofs as required by City Code. The massing’s provide a variability to the roof lines providing the desired “step back” appearance desired by the city. East Building The CBD zoning establishes height requirements for the area. The district allows structures up to six stories in height but also prescribes the total height allowed for each story. The maximum height of a six-story building within the CBD zoned area is 78 feet. The east building elevation details are provided in the below table. Requirement Proposed First Floor 14’ to 18’ 14’ Floors 2 through 6 9’ to 12’ 10’8” – 11’8 ‘ Total Height Max of 78’0” 69’2” Build To Zone (west elevation) 0’ to 30’ 9.0’ Massing and Placement The proposed structure would occupy nearly all of Lot 1 Block 2 of the proposed preliminary plat as the majority of the parking for the project would be entirely structured parking. Surface parking in front of Lot 1 Block 2 is also proposed and shown as Outlot B on the proposed plat as well as additional surface parking to the south of the proposed building in existing surface parking stalls through an existing easement. 339 Page 12 of 22 The building consists of a variety of massing’s including areas that are 1 story and 5 stories in height on the north elevation. Due to the changes in elevation north to south across the site, parking that is underground on the north side of the site is exposed on the south end. The proposed building fronts on the extension of Laredo Drive. The north side of the building has two single story commercial spaces as well as a leasing office. A ground level patio space is adjacent to the commercial space on the west side of the building. The building provides for adequate pedestrian circulation both adjacent to the adjacent roadway as well as internal to the site. The building adheres to the intent of the CBD to create the effect of a traditional downtown area whereby the building is adjacent to Laredo Drive and promotes walkability through sidewalks throughout the site. Material and Color The proposed building has a large variety of materials including two varieties of brick, two colors of precast architectural panels, four colors of fiber cement panel, and a metal horizontal accent panel. These are all acceptable materials. Applicant to demonstrate that brick occupies at least 20% of the building façade. 340 Page 13 of 22 Architectural Interest, Material, and Color North Elevation (facing 78th St) South Elevation (facing Market St) East elevation (facing private property) 341 Page 14 of 22 West elevation (facing private property) Architectural Style North Elevation – The elevation contains brick color #1 in both standard as well as horizontal detailing as well as charcoal, warm gray, and light bronze-colored fiber cement panels. Brick color #2 is visible on the far-right side of the elevation above the commercial space adjacent to the Laredo Drive road extension. The brick color #1 is both modern and timeless in its tones and variation and compliments well with the proposed fiber cement wall panel colors shown. The brick expanse along the entire first floor provides necessary prominence to those spaces and the vertical expanse on the left side of the elevation provides added interest to the façade. South Elevation – This elevation consists of both varieties of brick, two colors of fiber cement panel and the horizontal access panel. Floors minus one and one consist of leasable apartment units are comprised of brick with the upper four stories being a fiber cement panel. The west side of the building has charcoal cement panels over a story of the darker brick color #2. Applicant should explore an additional horizontal band of brick color #1 between levels one and two so that the brick has a more prominent grounding effect on this elevation. East elevation – The elevation contains both varieties of brick and all four colors of fiber cement wall panels in addition to both gray and dark gray precast wall panels. Both brick materials are shown on the south end of this elevation near a garage entrance. Applicant should explore spreading out the brick material or adding additional brick on levels one through five on either the south or north ends of the building. West elevation – The elevation contains varieties of brick, precast architectural panels, and three colors of fiber cement panels. It has a step back in height along the north end of the elevation above the leasable commercial/patio space as well as articulation on the south end that provides relief to the roof line. Roof Design The buildings shown consist of flat roofs as required by City Code. The massing’s provide a variability to the roof lines primarily along the north elevation with some undulation in the roof line occurring on the south ends of the west elevation. 342 Page 15 of 22 Variance Request – Exceeding “Build To Zone” As noted in the site plan review section above, two portions of the proposed western building exceed the build to zone established by the city’s zoning district. The city’s zoning code establishes the criteria for granting variances which are based on state statutes. The following criteria must all be met in order to grant a variance. 1. Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. The purpose of the build to zone is to encourage a more traditional main street character of development that provides for activation of the sidewalk and accompanying streetscape. The vast majority of the west building is within the build to zone required by City Code and as proposed the structure is in harmony with the general purpose and intent of the chapter and is consistent with the comprehensive plan. 2. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include but are not limited to, inadequate access to direct sunlight for solar energy systems. The proposed use of a vertical mixed-use building with ground-floor commercial space and apartments above is permitted and therefore a reasonable use of the property. An overwhelming majority of the proposed western building adheres to the build to zone requirement with the two areas that do not adhere to the build to zone resulting from the curvature of the adjacent roadway. The project as proposed creates the desired walkable environment with commercial and residential uses in close proximity to the sidewalk. 3. That the purpose of the variation is not based upon economic considerations alone. The variance is based solely on practical difficulties related to the adjacent curvature of the roadway and is not based on economic considerations. 4. The plight of the landowner is due to circumstances unique to the property not created by the landowner. The curvature of Market Boulevard and the intersection of Market Boulevard and 78th Street West creates a unique circumstance unique to the property which is not created by the landowner. 5. The variance, if granted, will not alter the essential character of the locality. 343 Page 16 of 22 The intent of the “CBD” district is to provide for a concentration of specialized goods and services, commercial and office spaces including cultural, entertainment, finance, restaurants, retail, and multi-family development that are accessible and in conformance with the downtown redevelopment plan, goals and objectives. The proposed project meets the intent of the CBD zoning. 6. Variances shall be granted for earth-sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. The proposed project does not include an earth-sheltered construction project and therefore is not applicable. Staff recommends approval of the requested variance subject to the conditions of approval and the attached findings of fact and decision. Staff Comments Requiring Plan Set Updating Planning Department: 1. General a. Provide shop drawings of proposed pole-mounted light fixtures as well as proposed wall-mounted lighting fixtures. Fixtures shall not be mounted more than 30 feet in the air and shall have a maximum cut-off angle of 90 degrees. 2. Preliminary Plat a. The preliminary plat should be updated so that the southeast corner of Outlot A encompasses the roughly 10-foot x 10-foot area directly south of the outlot area so that in the future that area is established as outlot and available for additional road extension. 3. Site Plan a. The applicant should explore an opportunity to add a bike rack. b. The electrical transformers at the SW corner of the west building shall be screened either through vegetation or fencing. c. Site plan notes “future curb by others”. With the removals on both the north and south side of 78th Street West, the development project will have to replace the pavement, curb, and lane striping in the areas where removals are taking place. 4. West Building Architecture a. Provide the amount of accent material on the exterior building faces as a percentage. Code requires at least 20% brick or stone. b. North Elevation – the elevation shows white awnings over portions of the commercial spaces. The awnings will require additional refinement. 344 Page 17 of 22 c. South Elevation - the narrower of the two precast architectural panel types should explore adding either standard windows or spandrel glass windows to provide additional relief to the span of precast panels. d. East elevation – the elevation contains all four of the brick types shown on the building. The left side of the elevation has brick type 1B on floors two, three, and four with the top two stories being fiber cement panel 6A. The applicant should explore extending brick type 1B to the top stories of the building to mimic the expanse of the same brick at the NW corner of the west building over the restaurant space. e. West elevation – The elevation shows white awnings over portions of the commercial space at the northern edge of this elevation. The awnings will require additional refinement. Physical material samples will be required notably for material 5A (prefinished metal panel color #1) to verify the actual color of the material. f. Interior courtyard elevations – Staff recommends exploring options to introduce another material and possibly the second color of fiber cement wall panel on the interior wall elevations especially in the area of the amenity courtyard as it is a prominent area in proximity to Market Blvd. 5. East Building Architecture a. Provide the amount of accent material on the exterior building faces as a percentage. Code requires at least 20% brick or stone. b. North Elevation – Excellent elevation. In the event that brick materiality evolves based on comment below on the west elevation, this may require refinement on the right side of this elevation as well. c. South Elevation - the applicant should explore an additional horizontal band of brick color #1 between levels one and two so that the brick has a more prominent grounding effect on this elevation. d. East elevation – both brick materials are shown on the south end of this elevation near a garage entrance. Applicant should explore spreading out the brick material or adding additional brick on levels one through five on either the south or north ends of this side of the building as those are the parts of this elevation that are most visible to the public. 345 Page 18 of 22 e. West elevation – the two brick colors individually are aesthetically pleasing. However, it is unclear how complimentary the two brick colors shown are to one another. Physical samples are required to verify. Refinement to brick choice/location may be necessary if not complimentary. Forestry Department 1. The current landscape must be updated to meet the city’s species diversity requirements where no more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus and no more than 30 percent of trees from any one family. 2. Applicant must include a list of the existing landscape material. This shall be in the form of a tree survey where the species, DBH, size, condition and location of all trees and any damaged or diseased trees on site. All trees shall be tagged and identified by number on the survey. 3. Applicant should better utilize the area along Market Blvd for planting of trees nearer the sidewalk and revise accordingly around the walk-up townhome entrances in that area. 4. Landscape plan shows tree plantings in confined spaces. To maximize viability potential, prioritize overstory planting spacing of at least 15 feet and spacing of at least 12.5 feet between ornamental trees. 5. The landscape plan shows eight black hills spruce where the future Laredo Drive will extend. The city recommends only planting four trees in that area. Plantings should not inhibit visibility to the potential mural on the adjacent wall. 6. Note that the cost for in-lieu plantings is based on $300 per inch of caliper for replacement trees. 7. Note that there are no calls for any roof-top or courtyard plantings (think trees in raised planters like along Nicollet Blvd in downtown Minneapolis). If designed to accommodate trees in these areas, we would give credit towards other required plantings. 8. During one of the meetings with the design team, we requested implementation of Silva Cells (or similar technology) to improve the rooting ability for plantings. In particular, we mentioned the entrances to residences along Market Boulevard and along the sidewalk on Laredo. 346 Page 19 of 22 Engineering Department 1. The Developer shall vacate all previously recorded public easements no longer necessary due to the relocation and or removal of public utilities associated with the redevelopment prior to recording of the final plat. 2. The Developer shall provide all access agreements and temporary easements necessary to access and work on any abutting properties prior to the city issuing a Notice to Proceed for construction operations. 3. The Developer shall enter into Encroachment Agreements for private improvements located within a public easement and recorded prior to issuance of building permits. 4. The Developer shall deed Outlot A to the city for future public access needs in association with the extension of Laredo Drive to the south. 5. The Developer shall be responsible for maintaining Outlot A until such time that Laredo Drive is connected to Market Street to the south. 6. In an effort to promote collaboration and sequencing of necessary improvements between the development and on-going public improvements in the downtown corridor, the Developer shall: a. keep the city promptly informed of all project schedules and any changes that may affect either party to the fullest extent feasible. b. invite representatives from the city to participate in all preconstruction meetings to facilitate coordination and address potential concerns. c. ensure the city's participation in weekly construction meetings, allowing for ongoing collaboration and coordination of construction schedules. 7. The Developer shall provide engineered plans which illustrate the impacts (e.g. centerline grades, grading extents, etc.) necessary to facilitate the Laredo Drive extension to the south with the final plat submittal. 8. Final geotechnical and environmental assessment reports shall be provided with the final plat submittal. 9. The Developer shall provide updated trip generation assignments based on the proposed development and verify no substantial changes from the 2023 Downtown Chanhassen Traffic Study with the final plat submittal. a. If based on the updated trip generation assignments there is a substantial change in the capacity analysis, such as a drop in level of service at any intersection within the study area or a needed change in lane capacity, the Developer must provide an update to the Downtown Chanhassen Traffic Study. Improvements necessary to facilitate the development’s need will be the responsibility of the Developer. 347 Page 20 of 22 10. The Developer and their Engineer shall work with city staff in amending the construction plans, dated January 19, 2024, prepared by Michael C. Brandt, PE with Kimly-Horn and Associates, Inc., to fully satisfy construction plan comments and concerns attached to the Staff Report dated February 26, 2024. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 11. The Developer shall provide a sanitary sewerage capacity analysis verifying that the existing sanitary sewer mains have adequate capacity to convey flows with the final plat submittal. 12. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required with the final plat submittal. 13. The Developer shall incorporate warranted crosswalk enhancements at the intersection of Laredo Drive and West 78th Street per the City’s Crosswalk Policy with the final plat submittal. 14. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 15. The applicant will be required to enter into a Development Contract with the city and all applicable securities and fees provided prior to recording of the final plat. 16. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, Riley Purgatory Bluff Creek Watershed District (RPBCWD), Board of Water and Soil Resources, MPCA, etc.). Water Resources Department: 1. The applicant shall provide a copy of conditional approval from the RPBCWD as part of any future plan submittals. 2. The applicant shall update the models (HydroCAD and MIDS) per city and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal. 3. The applicant shall provide additional information to determine the access agreements and easements required to install and connect to storm sewer systems on adjacent properties which are not publicly owned. 348 Page 21 of 22 4. The applicant shall provide additional information on the proposed BMPs (Best Management Practices) such as water reuse, ADS Bay Filters, green roof, tree trenches, etc. to confirm modeling matches the proposed plan as part of any future plan submittals. 5. Prior to the final plat submittal, the applicant shall work with staff to revise and optimize the design of the storm sewer system that would be public in a future condition. An underground BMP located within future Right of Way (ROW) or easement will only be allowed if approved by the City Engineer. 6. Additional details on the proposed building elevation shall be provided with future plan submittals to confirm the site is meeting the City’s freeboard requirements. 7. The applicant shall enter into an Operations and Maintenance Agreement for all proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. Building Department: 1. A demolition permit must be obtained prior to demolishing any structures on the site, each demolition site address will require separate permits. 2. A building permit must be obtained before beginning any construction. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 5. A SAC determination letter must be provided to the city prior to building permits being issued. 6. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 7. The building is required to have automatic fire extinguishing systems. 8. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 9. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, 349 Page 22 of 22 Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 10. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 11. Accessibility will have to be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Fire Department: 1. The fire department requests that if the project is approved, that prior to the demolition of existing buildings that the Applicant provide the city’s fire department the opportunity to conduct some training exercises in the buildings. 350 Page 1 of 10 Memorandum To: Eric Maass, Planning Director From: Erik Henricksen, Project Engineer Joe Seidl, Water Resources Engineer CC: Charles Howley, Public Works Director/City Engineer George Bender, Assistant City Engineer Jamie Marsh, Environmental Resource Specialist Charlie Burke, Public Works Operations Manager Date: 2/9/2024 Re: Chanhassen Market Street Addition Preliminary Plat and Site Plan Review – Planning Case No. 2024-01 EASEMENTS The Developer is proposing the preliminary plat “Chanhassen Market Street Addition” which will re-plat Bloomberg Addition, Bloomberg 2nd Addition, and Frontier Cinema Addition into two (2) lots, Block 1 Lot 1 and Block 2 Lot 1, and two (2) outlots, A and B. The lots are configured to accommodate the build-out of two buildings which will be comprised of both residential and commercial uses while the outlots are configured to accommodate mainly parking, vehicular access, and underground stormwater BMPs. As the Chanhassen Market Street Addition preliminary plat is proposing re-platting three separate plats and redeveloping a large portion of a “superblock” located in the downtown area, the existing properties are encumbered by numerous utility easements that must be vacated. The Developer has provided an ALTA survey which outlines these encumbrances and has shown the easements anticipated for vacation or release. All public utility easements no longer needed due to public utilities being removed and/or relocated must be vacated, while all necessary public easements must be provided on the final plat. The proposed easements illustrated on the preliminary plat generally meet the needs of the public and the development and generally align with Sec. 18-76 (Easements) of Chanhassen City Code. Both outlots are proposed to be entirely encumbered by public drainage and utility easements (DUE), while both of the lots are proposing 10-foot wide DUE abutting right-of-way, with other 351 Page 2 of 10 DUEs proposed as needed based on existing and proposed utilities. Staff recommends minor amendments to the location and extents of the DUE which will accommodate potential future public needs as well as existing needs based on the proposal which should be implemented prior to recording the final plat. This includes the extension of a 5-foot wide DUE along the south property line of Block 1 Lot 1 to accommodate a portion of public watermain and a fire hydrant. Multiple areas outside of the development’s property are proposed to be impacted to facilitate its build-out. This includes PIN 257030030 to the east, 254460010 to the south, and 250122200 to the north. The Developer will be responsible for providing all agreements and temporary easements necessary from the impacted property owners prior to a Notice to Proceed for construction operations. Lastly, any private improvements located within a public easement must have an associated encroachment agreement in accordance with Sec. 20-923 of Chanhassen City Code and recorded prior to issuance of building permits. This includes, but is not limited to, any privately owned stormwater BMPs and their appurtenances. More discussion regarding a proposed public underground stormwater BMP located within Outlot A, which is planned to be a future public right-of-way, is discussed under sections “Streets” and “Storm Water Management” of this report. GRADING & DRAINAGE The existing property is a fully developed site with drainage flowing to onsite storm sewer which connects into existing City owned storm sewer within the adjacent roadways. There are currently no stormwater best management practices (BMPs) onsite. All storm sewer from the lot eventually drains to an existing stormwater pond located north of Highway 5 and west of Market Boulevard. In the proposed condition, drainage from the proposed building roofs and parking lots will be directed to a large 15 foot deep underground detention system (BMP #1). Drainage from Outlot A which encompasses the future proposed extension of Laredo Drive, a public roadway, through the middle of the site is designed be kept separate from the runoff from the private development. Runoff from Outlot A will be directed to a separate, smaller 10 foot deep underground detention system (BMP #2). In the interim condition, BMP #2 will discharge to BMP #1, which will outlet east through a lift station where it will be pumped to a connection with existing public storm sewer to drain south. The remaining runoff from the proposed site will be picked up in onsite storm sewer and will be treated either through tree trenches or ADS Bay Filter treatment devices before also connecting into existing public storm sewer. All runoff from the site will continue to drain south to the ultimate discharge point to the existing stormwater pond, as it does under existing conditions. All storm sewer and BMPs within the private property will be privately owned and maintained. BMP #2 proposed within Outlot A (the future Laredo Drive extension) is anticipated to become public if the Laredo Drive is extended south and becomes public right of way (ROW) with future development. 352 Page 3 of 10 The design and configuration of proposed storm sewer and underground BMP proposed within the future ROW is a maintenance concern for the City’s public works staff. The large structure located underneath the roadway could cause differential settling which could weaken the roadway section at transition points likely reducing the roadway’s service life. The City does not currently own any large underground wet detention systems so training and equipment may be needed to enable maintenance activities. Material deposited within the underground system would have to be removed periodically, likely with the use of a vactor truck. During routine maintenance the road would have to be shut down to protect maintenance workers from traffic which creates additional work and risk. Furthermore, the placement of the system within the ROW blocks utility routes of other public utilities that are typically routed underneath street sections such as water and sanitary sewer. A potentially more suitable design would be to move BMP #2 outside of the future public right of way into the adjacent parking lot area and provide a drainage and utility easement and access agreement over the area when the roadway is extended, and the BMP system potentially turned over to the city for ownership in the future condition. As such, the applicant shall work with city staff to optimize the proposed future public storm sewer system to address concerns with functionality and maintenance. The proposed storm sewer design includes several areas where connection to existing storm sewer is proposed outside of the property boundaries. Some of these areas, specifically on the east side of the project, are in areas where no easement exists and therefore the storm sewer 353 Page 4 of 10 system appears to private. The applicant shall provide additional information on the ownership and easements when connecting to existing systems to confirm the viability of the design and any associated agreements and easements required. Private BMPs and storm sewer shall be located outside of public drainage and utility easements. EROSION CONTROL The proposed development will impact 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 Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) which was submitted as part of the preliminary plat application. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. 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. All erosion control shall be installed and inspected prior to initiation of site grading activities. STREETS The development is situated within a “superblock” bounded by Market Boulevard to the west, Great Plains Boulevard to the east, W 78th Street to the north, and Market Street (a private street) to the south. The Developer is proposing vehicular access to the development via the extension of Laredo Drive from W 78th Street, as well as pedestrian access via sidewalks surrounding the development which includes re-alignment of the trail along Market Boulevard and the addition of sidewalk along W 78th Street and internally within the development. The re-aligned and newly installed sidewalks aligns with the vision for Chanhassen’s downtown of fostering a more walkable and accessible corridor. These new sidewalks along W 78th Street will be incorporated into the city’s existing downtown snow maintenance and clearing operations after installation by the Developer. The extension of Laredo Drive is speculated to connect to the south with Market Street, however this final connection won’t be made until the property to the south redevelops. The Developer has indicated Outlot A on the preliminary plat as the area to be future right-of-way to facilitate this connection. In order for this to occur the Developer will be required to deed Outlot A to the city, and if the connection is made to the south the city can provide public access through Outlot A. Because the connection wouldn’t be made until a future date, and in the interim condition it can’t be built to city standards for public roads (i.e. turnarounds in the interim condition), the Developer will be responsible entering into an Encroachment Agreement and be responsible for maintaining the area which shall include snow removal. The Developer is proposing to re-align the north/south trail along Market Boulevard. The proposed north/south trail re-alignment is required in conjunction with the development, however, is integrally influenced and impacted by the upcoming Market Boulevard Street 354 Page 5 of 10 Reconstruction Project (Project #25-02). It is critical that the Developer and their design and construction teams coordinate with the city’s design and construction teams as plans continue to develop and as construction commences. In an effort to promote collaboration and sequencing of necessary improvements, the Developer shall keep the city informed of project schedules and any changes that will impact either project to the maximum extent practicable. Additionally, the Developer shall include the city in any preconstruction and weekly construction meetings in order to coordinate construction schedules. In order to verify the feasibility of the future street extension of Laredo Drive to the south, the Developer must provide conceptual engineered plans with the final plat submittal material which illustrate the impacts (e.g. centerline grades, grading extents, etc.) necessary to facilitate the street extension. Furthermore, draft geotechnical and environmental assessment reports were provided with the preliminary plat submittal. While this is adequate information to conduct a review at this stage of the submittal process, final geotechnical and environmental assessment reports must be provided with the final plat submittal. Lastly, the city initiated a Downtown Chanhassen Traffic Study in 2023 in conjunction with on- going city projects (Project #23-01 and #25-02). The study evaluated existing conditions, conducted traffic forecasts, and reviewed multiple build conditions and future improvements for the Chanhassen’s downtown. The study included the Chanhassen Market Street Addition in its traffic forecasting, however the uses and densities for the proposed redevelopment were assumed. The resulting assumptions of redeveloping a hotel into 350 residential units and 12,000 square feet of restaurant and retail space produced an approximate increase of 3,000 daily trips to the study area. The project as submitted contains 310 residential units (a decrease of 40 units) and 14,880 square feet of commercial space (an increase of 2,880 square feet). It appears these changes are nominal to the overall traffic generation, however the Developer will be required to provide updated traffic forecasting data based on the actual proposal. If based on the updated trip generation assignments, there is a substantial change from the previous assumptions, such as a drop in level of service at any intersection within the study area or a change in lane capacity, the Developer must provide an update to the Downtown Chanhassen Traffic Study. SANITARY SEWER AND WATERMAIN Due to the total redevelopment of the area associated with the Chanhassen Market Street Addition, a majority of the utilities abutting and internal to the development are proposed to be removed and/or relocated. The Developer’s preliminary utility plans appear to account for the required sanitary sewer and water services necessary to facilitate the private build-out while maintaining public needs. However, there are updates required within the preliminary sanitary sewer and watermain plans, and as such final construction plans will be subject to review and approval by staff prior to recording of the final plat. These updates include, but are not limited to: • Elimination of redundant watermain valving and/or relocation of valving to a more accessible and maintainable location. 355 Page 6 of 10 • Further evaluation of the proposed watermain loop on the east side of the development (adequate water loops appear to service the site without the need for the additional proposed public improvement). • Addition of a fire hydrant on the southern portion of the site to accommodate firefighting capacity and access. • Reconfiguration of tie-in points to the existing main near W 78th Street and Market Boulevard to account for the future realignment of trunk watermain located within W 78th Street planned for with the Civic Campus Project (Project #23-10). • Profile drawings associated with all public water and sanitary sewer improvements. • Typical updates to meet the City of Chanhassen’s Standard Specifications and Detail Plates (2024). A complete set of review comments is attached to the Staff Report. Additionally, as discussed under the “Streets” section of this report, there is a considerable change of use associated with the redevelopment. Previously the area facilitated commercial uses (hotel, movie theatre, etc.) and is now proposed to introduce residential units. These changes in use can impact the amount of sanitary sewerage flows entering the system. The Developer will be required to provide confirmation that the existing sanitary sewer has adequate capacity, or, if improvements are necessary to account for any change to the sanitary needs associate with the redevelopment. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, NPDES, Minnesota Department of Health, Riley Purgatory Bluff Creek Watershed District. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by Developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated January 19, 2024 was submitted by the applicant to the City and provided to the watershed district concurrently as part of the preliminary plat review. Comments provided by the RPBCWD must be addressed and a permit from RPBCWD is required prior to construction. The site is within RPBCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all new or fully reconstructed impervious areas. The required volume abstraction is 14,614 cubic feet based on the disturbed impervious area of 3.66 acres. Soil borings were submitted dated October 23, 2023, which included 19 soil borings within the project location. The soil borings showed clayey sands and sandy lean clays throughout the lot. Additionally, a Phase II Environmental Site Assessment 356 Page 7 of 10 (ESA)was conducted which showed elevated PID results (staining and petroleum like odors) in one of the soil borings. Based on the soil borings and Phase II ESA, the applicant noted this is a restricted site and that the full volume abstraction could not be provided onsite due to the unsuitable soils. The applicant proposes going through sequencing and providing the maximum extent practicable for volume control, in line with the RPBCWD rules and meeting water quality requirements onsite. Volume abstraction is proposed to be provided by the onsite water reuse system to irrigate the green spaces on the project. Additional information is needed to confirm the water reuse design and feasibility. A green roof is also currently noted as being designed however additional information is needed on the green roof at this time. The provided abstraction volume is 1,560 cubic feet from the proposed water reuse. Because the RPBCWD rules are more restrictive and may require iterative revisions, conditional approval from the watershed district is required prior to submitting future plans to the City for review. MIDS modeling was provided and reviewed to confirm the site is providing the required 90% TSS and 60% TP removal requirements. The modeling shows the site is meeting the required treatment removals, however there is additional documentation needed to confirm the design meets water quality treatment requirements. These updates must be made, and the water quality requirements shall be confirmed to still be met once the modeling has been updated. Electronic copies of the updated MIDS model must be included in future submittals. The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control for the 2-, 10-, and 100-year storm events at the proposed discharge events. There are comments on the modeling that must be addressed to be consistent with the plans. Once those comments are addressed that applicant shall confirm rate control requirements are still met. The applicant shall provide final versions of all modeling (HydroCAD and MIDS) and SWMP report to address remaining comments and confirm rate, volume and water quality requirements are still being met as part of the final plat approval. As outlined in Chapter 19 of City Code, the City requires at least 3 feet of freeboard between a building low floor elevation and adjacent ponding features. It is not clear based on the current plans what the lowest building elevation proposed is. Additional information is needed to confirm freeboard requirements are being met. The proposed BMPs for the private development are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and shall include information on how the system will be cleaned out. ASSESSMENTS Water and sewer partial hookups are either due at the time of final plat or can be postponed until building permit applications are received in which the entire hookup fee is due. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. 357 Page 8 of 10 The properties that make up this development application are subject to assessments that will be levied as part of the City’s Market Boulevard Street Improvement project. A Feasibility Study will be prepared and a formal MS 429 Assessment Process will be utilized. The assessments will be handled by that process separate from the approval process of this proposed development. FEES An updated engineer’s estimate must be provided with the final plat submittal in order to calculate Administration Fees. Based on the proposal the following fees would be collected with the development contract if recorded in 2024: a) Administration Fee: if the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. If the improvement costs exceed $1,000,000, 2.5% of the first $1,000,000 plus 1.5% of the remainder. b) The project will be required to pay applicable development fees including the following: a. A portion of the water hook-up charge: $2,750/unit, or, the full amount with the building permit: $8,841/unit b. A portion of the sanitary sewer hook-up charge: $750/unit or, the full amount with the building permit: $2,383/unit c. Park dedication fee: $12,500/acre for commercial and $5,800/dwelling for residential. d. Surface water management fee $36,190/net acre. c) GIS fees: $100 for the plat plus $30 per parcel d) Street light operating fee for one year: $1000 per light RECOMMENDATION ENGINEERING: 1. The Developer shall vacate all previously recorded public easements no longer necessary due to the relocation and or removal of public utilities associated with the redevelopment prior recording of the final plat. 2. The Developer shall provide all access agreements and temporary easements necessary to access and work on any abutting properties prior to the city issuing a Notice to Proceed for construction operations. 3. The Developer shall enter into Encroachment Agreements for private improvements located within a public easement and recorded prior to issuance of building permits. 4. The Developer shall deed Outlot A to the city for future public access needs in association with the extension of Laredo Drive to the south. 5. The Developer shall be responsible for maintaining Outlot A until such time that Laredo Drive is connected to Market Street to the south. 6. In an effort to promote collaboration and sequencing of necessary improvements between the development and on-going public improvements in the downtown corridor, the Developer shall: 358 Page 9 of 10 a. keep the city promptly informed of all project schedules and any changes that may affect either party to the fullest extent feasible. b. invite representatives from the city to participate in all preconstruction meetings to facilitate coordination and address potential concerns. c. ensure the city's participation in weekly construction meetings, allowing for ongoing collaboration and coordination of construction schedules. 7. The Developer shall provide engineered plans which illustrate the impacts (e.g. centerline grades, grading extents, etc.) necessary to facilitate the Laredo Drive extension to the south with the final plat submittal. 8. Final geotechnical and environmental assessment reports shall be provided with the final plat submittal. 9. The Developer shall provide updated trip generation assignments based on the proposed development and verify no substantial changes from the 2023 Downtown Chanhassen Traffic Study with the final plat submittal. a. If based on the updated trip generation assignments there is a substantial change in the capacity analysis, such as a drop in level of service at any intersection within the study area or a needed change in lane capacity, the Developer must provide an update to the Downtown Chanhassen Traffic Study. Improvements necessary to facilitate the development’s need will be the responsibility of the Developer. 10. The Developer and their Engineer shall work with City staff in amending the construction plans, dated January 19, 2024, prepared by Michael C. Brandt, PE with Kimly-Horn and Associates, Inc., to fully satisfy construction plan comments and concerns attached to the Staff Report dated February 26, 2024. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 11. The Developer shall provide a sanitary sewerage capacity analysis verifying that the existing sanitary sewer mains have adequate capacity to convey flows with the final plat submittal. 12. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required with the final plat submittal. 13. The Developer shall incorporate warranted crosswalk enhancements at the intersection of Laredo Drive and W 78th Street per the city’s Crosswalk Policy with the final plat submittal. 14. All sanitary sewer and watermains will be publicly owned and maintained after acceptance of the public improvements by the City Council. 15. The applicant will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the final plat. 16. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, Riley Purgatory Bluff Creek Watershed District, Board of Water and Soil Resources, MPCA, etc.). WATER RESOURCES: 359 Page 10 of 10 1. The applicant shall provide a copy of conditional approval from the RPBCWD as part of any future plan submittals. 2. The applicant shall update the models (HydroCAD and MIDS) per City and any watershed district comments and submit updated computations and models in their native forms with the final plat submittal. 3. The applicant shall provide additional information to determine the access agreements and easements required to install and connect to storm sewer systems on adjacent properties which are not publicly owned. 4. The applicant shall provide additional information on the proposed BMPs (water reuse, ADS Bay Filters, green roof, tree trenches, etc.) to confirm modeling is matching the proposed plan as part of any future plan submittals. 5. Prior to the final plat submittal, the applicant shall work with staff to revise and optimize the design of the storm sewer system that would be public in a future condition. An underground BMP located within future ROW or easement will only be allowed if approved by the City Engineer. 6. Additional details on the proposed building elevation shall be provided with future plan submittals to confirm the site is meeting the City’s freeboard requirements. 7. The applicant shall enter into an Operations and Maintenance Agreement for all proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. 360 800 Washington Avenue North, Suite 103 Minneapolis, MN 55401 Memorandum To : Eric Maass, Planning Director, City of Chanhassen From: Kevin Clarke, HKGi Subject: Parking Analysis for Proposed Market Boulevard & West 78th Street Mixed Use Project Date: February 13, 2024 Project Introduction Parking in Chanhassen’s Downtown Area between W 78th Street, Market Boulevard, Great Plains Boulevard, and the railroad tracks is provided through both private/restricted parking and through shared parking agreements. Shared parking in this district is beneficial to reduce the amount of parking needed by allowing spaces to be used by multiple users at different times. For example, the parking demanded for hotel and grocery do not often overlap so the same space can serve multiple vehicles over the course of a day rather than requiring both users to build separate stalls. This contributes to a denser, more walkable environment that is desired within the downtown area. There are limits to this, as demand for some spaces overlaps and cannot be “doubled up” and some additional supply needs to be built in with the intent of ensuring available parking. Because there are potential benefits and opportunities for shared parking, the City can utilize a parking study to review the impacts of a proposed development, rather than relying solely on code ratios. This study is intended to examine the parking impacts of the proposed development project at Market Blvd and 78th St. within the context of the larger Downtown Chanhassen area. This study utilizes similar methodology as used to evaluate parking demand in the area in 2013 and when evaluating the Venue/Aldi project. This approach takes into account changes in parking demand over the course of a day, and expected parking demand from different land uses. This study reviews findings from the City’s zoning code, the Institute of Traffic Engineers (ITE), and the Urban Land Institute (ULI) and applies a hybrid approach using all three when appropriate to anticipating demand. Findings More detailed findings can be found below and in the parking generation tool spreadsheets, but at a high level, the proposed project will more fully utilize parking compared with what is observed today. This is in part because the Cinema is not generating demand currently, the transit ramp is not being used for park-and-riders, and peak hotel use is more occasional than a restaurant or housing. If the current spaces were occupied and being used as modeled, the district would be seeing about 88% parking utilization at peak conditions. If the project as proposed is built, the district would be seeing about 92% parking utilization at peak conditions. Using the same methodologies as previous parking studies for the district, parking across the study area will increase in peak demand conditions from 73% modeled utilization (with the theater closed) to 77%, or a net increase in about 54 spaces demanded as compared to supply. 361 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 2 This project will also create more impact on the west side of the study area. When looking at the parking availability north and south of the proposed project (eliminating the SWTransit Parking Ramp and the large lot east of the Chanhassen Dinner Theater), the peak utilization numbers reach 92% utilization for the retail uses and parking spaces anticipated for residential users would be nearly fully utilized. This study finds that the proposed parking is adequate to meet the demands of the proposed development. In total, the area will see an increase utilization of parking from 88% based on existing land uses to 92% at peak demand. This increased demand can be further mitigated through shared parking facilitated through shared residential parking on the south side of The Venue . Additional strategies, if necessary in the longer term, are available and discussed at the end of this study. A note on ratios and utilization The ratios that are used in this study are intended to represent the highest reasonable parking demand created by a land use. For example, when considering numbers for a restaurant, the intent is for the ratios to represent a Friday or Saturday at a popular restaurant. A less frequented restaurant on a Tuesday will not have nearly the same parking counts, but the study is intentionally using the highest reasonable numbers. It is common for parking counts and parking demand to lag behind both zoning and the model. In the study area, the model would anticipate The Venue generating demand to park 215 vehicles. Informal observations would suggest the actual number is closer to 160-180. The model also includes shared parking considerations. Demand is modeled hourly and the max demand over the course of a day is the reported “Peak” demand. That means even if two uses both generate 100 spaces of demand, the total peak demand may still be less than 200 stalls if the demand does not fully overlap (ie. hotel demand is heaviest overnight, while office demand is heavier during the day). The model does not include conclusions for “one-off” events that may exceed the numbers shown. Consider the Fourth of July when the City is hosting festivities at City Hall and City Center Park, or a hypothetical where the businesses throw big a block party, it is more likely that parking would be in short supply. Proposed Development Roers Companies is proposing the development of two mixed use buildings. These buildings will replace the existing Country Inn and Suites, High Timber Lounge, and Chanhassen Cinema. The west building will include 184 units of housing and 11,853 SF of retail uses spread across four spaces. The east building will include 3,029 SF of retail over two spaces and 126 units of housing. Both also include structured parking and amenity space. A more detailed review of the proposed uses is below: 362 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 3 West Building East Building Residential (Units) 184 Residential (Units) 126 Studio/Alcove/1 Bedroom 93 Studio/Alcove/1 Bedroom 72 2 Bedroom/3Bedroom 91 2 Bedroom/3Bedroom 54 Retail Uses (SF) 11,853 Retail Uses (SF) 3,029 General Retail 7,400 General Retail 3,029 Restaurant 4,453 Parking Generation Residential – East Building The east building will contain 72 units with 1 or fewer bedrooms. The City’s zoning code would require 1.5 spaces for every unit, anticipating that some units would have 2 people living in them, each with their own car. Furthermore there should be enough parking for guests. For the purposes of this analysis, 1.38 spaces per unit is a more appropriate ratio. This is the ratio utilized by ITE for all apartments (including multi-bedroom units). It is further reinforced by observed parking demand generated by The Venue project immediately to the east. The east building will also contain 54 units with 2 or 3 bedrooms. Zoning would require 2 spaces for each unit. This analysis finds that 1.85 spaces per unit is more appropriate. This is consistent with ULI’s findings. Based on observations of The Venue and anecdotal trends that suggest more people are using second bedrooms as guest bedrooms (only occasional parking need) or home offices, the 1.85 spaces per unit ratio is potentially higher than true demand. Residential – West Building The west building will contain 93 units with 1 or fewer bedrooms. An additional 91 apartments will be 2-3 bedroom units. The same ratios are used for the east and west buildings. Residential Parking Impacts Units Ratio Spaces 0-1 BR 165 1.38 227.7 2+ BR 145 1.85 268.3 TOTAL 310 496.0 As illustrated above, the residential land uses associated with the two buildings are expected to generate demand for 496 spaces. The City’s zoning code and this project expect at least 1 dedicated, structured parking stall per unit. The current design as submitted includes 342 parking stalls dedicated for residents with controlled access, which is more than the 310 units being built. These stalls will not be available to other users, and cannot be included in shared parking agreements, or generate shared parking efficiencies. 363 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 4 With 496 spaces demanded and 342 dedicated, structured spaces supplied, there is anticipated demand for an additional 154 stalls. The 154 additional stalls necessary at peak are provided through the surface parking lots. Residential parking demand peaks overnight, but even during the day it remains well used, only dipping to 65% of total demand at mid-day. Demand in late afternoons/evenings is between 90-100%. Dedicated, structured parking stalls are counted as 100% occupied, even though they may not have a car in them, because they are not available to other parking users. General Retail – East Building The east building is designed with two retail bays, totaling 3,029 SF of space. The City’s zoning code uses 1 parking stall for every 250 SF of retail space. ITE and ULI, with observed counts, use similar demand numbers at 1 per 244 SF (ITE) and 1 per 250 SF (ULI). For this analysis, 1 stall per 250 SF is used. General Retail – West Building The west building has 3 bays slotted for retail, adding up to 7,400 SF. As discussed above, these spaces are counted as generating demand at 1 stall per 250 SF. Restaurant – West Building The west building also incorporates 4,453 SF of restaurant space. The City’s zoning code utilizes a ratio of 1 space for every 60 square feet of restaurant space. If the restaurant has a full liquor license, the ratio is one space per 50 SF. This study utilizes a ratio of about 1 stall per 55 square feet. This is consistent with the ULI ratio. For comparison, ITE, which is based solely off of observed conditions, found the highest typical peak demand closer to 1 vehicle per 75 SF at suburban restaurants. Commercial Parking Impacts SF Ratio Spaces East Building Retail 3,029 0.004 12.1 West Building Retail 7,400 0.004 29.6 West Building Restaurant 4,453 0.018 80.1 TOTAL 121.9 As illustrated above, the retail/restaurant land uses associated with the two buildings are expected to generate demand for 121 spaces. These uses peak in the late afternoon/evening, but carry some parking demand through the day. This can be highly dependent on a business’ hours of operation. For example a bank will not typically have much demand after 5:00 PM, while a dinner only restaurant may only require a few spaces until then. Overnight demand is expected to be minimal. Land Uses/Parking Generators Removed As part of the development, the hotel, High Timber Lounge, associated meeting rooms, and the Chanhassen Cinema will be removed. This also frees up a number of spaces when calculating available parking. Chanhassen Cinema is closed, so it is not currently generating parking demand, but 364 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 5 previous calculations for other development projects have included the demand when calculating parking availability. Rooms/SF/Seats Spaces Hotel 122 Rooms -152.5 High Timber Lounge 950 SF -15.7 Meeting/Conference 1,849 SF -212.3 Cinema 1,115 seats -301.1 TOTAL -526.5 It is worth noting that these numbers do represent peak demand, not typical demand. Furthermore, the cinema has been able to utilize the SWTransit parking ramp if necessary, as the cinema peak was typically in the evening, while transit ridership was typically during the day. Change in Net Parking Demand Spaces New Residential Demand 496.0 New Retail/Restaurant Demand 121.9 Removed Demand -526.5 TOTAL 91.4 The proposed development will generate demand for an additional 91.4 spaces than what exists today. As discussed below, the proposed development results in a net parking change of 323 more parking spaces that what currently exists. Parking Supply Existing Parking Supply 365 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 6 There are currently 933 surface parking spaces in the study area. These spaces are regulated by a series of cross access parking agreements, but are in general available to serve demand. In addition to those surface spaces, SWTransit owns a parking ramp with 424 spaces. These are reserved from 6:00 AM to 6:00 PM, and residents are not permitted to park overnight. SWTransit is not currently running routes through this location. The Venue also has 134 structured parking spaces that are reserved for residents. Observations of the site suggest that parking is not a problem in the study area and spaces are readily available. Parking removed as part of the development As part of the proposed development, the surface parking nearest the hotel will be removed. This represents 143 spaces. Parking added as part of the development The two buildings will build a mixture of surface and structured parking. Proposed plans show 49 surface spaces north of the east building and 9 surface spaces at the south end of the east building. The west building is dedicating a portion of the parking structure to serve retail and the restaurants. This will have 64 spaces that are publicly available. In addition to the public parking, the west building parking structure has 274 dedicated residential spaces. The east building has 68 structured, reserved spaces for residents. Changes in Parking Supply Existing Public Structured and Surface Parking 1357 Existing Surface Parking 933 Existing SWTransit Ramp 424 Removed Surface Parking -143 New Commercial Surface and Structured Parking +124 Net Parking Change - Commercial Parking -19 Total non-Reserved Structured and Surface Parking 1338 Existing Reserved Residential 134 New Reserved Residential Parking 342 Net Parking Change - Reserved Residential Parking +342 Net Parking Change +323 Overall, the project adds 323 spaces worth of parking. 366 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 7 Demand Modeling with Shared Parking One of the benefits of a mixed use district is the ability to use a shared parking approach. Most of the study area already has cross access and shared use agreements. This improves the efficiency with which each space is used. It also helps contribute to a more vibrant, walkable district, by reducing the amount of space dedicated to parking, and putting that back into a productive use. For the purposes of this study, multiple scenarios were run. Demand and supply of reserved residential models were assumed at 100% and are not illustrated in the following charts. The charts have weekday (left) and weekend (right) utilization shown. District Model – SW Transit Ramp is approximately 50% available for use during the day District Model – SW Transit Ramp is not available for use from 2:00AM to 6:00PM on weekdays - 200.00 400.00 600.00 800.00 1,000.00 1,200.00 1,400.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise - 200.00 400.00 600.00 800.00 1,000.00 1,200.00 1,400.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise 367 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 8 Areas of Concern & Strategies Retail/Restaurant and 78th Street Side (Up the Hill) While there is parking available throughout the district, it is likely that most of the retail and restaurant demand will need to be filled by the “up the hill” parking. It will be important that the parking provided does not impact other properties across Market Boulevard or 78th Street (without a shared parking agreement. Excluding residential uses, analysis of the “up the hill” locations (new retail, new restaurant, ALDI) shows 193 spaces of demand, with 211 spaces available at peak conditions. On these occasions, that is about a 91% utilization rate which will feel very full, but there are spaces anticipated to be available. This relies on sorting residential parking out of this location. While adequate parking is supplied, it would be preferrable to open additional capacity in this location. Continue to monitor demand and if parking is getting tight, consider the strategies below: • Enhanced signage to make sure general parking users know they are permitted in the top level of the parking garage. • A more careful determination of retailers to reduce overlapping demand. For example, a coffee shop has higher morning demand, but less overlap with evening demand for the restaurant. • Shared parking agreements with properties across 78th. • Adjusting the split of public/private parking on the top deck of the parking structure. Given the tightness of parking because of the proposed restaurant, there may be an opportunity to shift some of the reserved parking on the top level of the ramp into a general use. 32 stalls could be shifted and still maintain a 1 structured stall per unit for the residential uses. • Encourage residential parking to remain “down the hill” particularly during the afternoon/early evenings to keep spaces available for retail/restaurant users. • Consider shifting the dog area in the upper parking lot to the south side of the east building to build additional parking spaces on the north side of the east building where commercial parking demand is greatest. - 50.00 100.00 150.00 200.00 250.00 Senior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise 368 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 9 Residential and Market Street Side (Down the Hill) Even though many of the residential parking users have structured parking available, demand will exceed what is being built in the structures by about 154 spaces. Currently, the surface lots south of the Chanhassen Cinema and The Venue are very empty. Recent counts at different times of the day and evening have seen between 10 and 25 cars on 190 stalls (surplus of 165-180). This suggests that typical demand for the 134 units at The Venue is closer to 1.2 stalls per unit overall than the average of 1.6 that the model uses or the 2 stalls per unit that was the zoning at the time the project was built. It is possible that some of this demand is currently being filled in the “up the hill” locations. Looking at the “down the hill” parking counts, and excluding the parking structure, the model sees only 3 spaces available with tightening occurring during the day when including the Krause Anderson project south of the west building, but with significant supply remaining overnight. When eliminating the Krause Anderson project and only looking at the lots immediately south of the east building and south of The Venue, the tight spot is overnight. Including parking in the Kraus Anderson project (approaching capacity mid-day) Just the two lots south of The Venue and the east building (exceeds modeled peak capacity overnight) - 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise - 50.00 100.00 150.00 200.00 250.00 7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AM7:00 AM9:00 AM11:00 AM1:00 PM3:00 PM5:00 PM7:00 PM9:00 PM11:00 PM1:00 AM3:00 AM5:00 AMSenior MFR 2 BR MFR Studio 1BR Parking Garage SF Studio or Classroom SF Restaurant Nightclub SF Restaurant Fast Food SF Restaurant Sit Down SF Dinner Theater SF Cinema SF Convention Hotel Rooms SF Office SF Service Commercial SF Retail General Merchandise 369 February 13, 2024 Downtown Chanhassen Parking Analysis Memorandum 10 Based on observed counts, it would appear that there is more capacity than the model is showing as it is designed to consider the peak conditions and is erring on the side of caution. Continue to monitor parking demand in this location. If additional strategies are required, consider: • Overnight parking further into the Krause Anderson project with limitations on daytime parking. • Improved walkability and coordination between the dinner theater and overnight parking users. • Coordination with SWTransit on use of the ramp (see below) Status of the SWTransit Ramp Currently SWTransit is not running busses through this station. This has been the case since COVID 19 impacted ridership numbers. Even before 2020, ramp utilization by transit users had never been strong enough to fill anywhere close to the 424 spaces. Long term plans for SWTransit and routing have not been identified as part of this study. As a strategy, there should be discussions with SWTransit to remove or reduce restrictions on the parking ramp. 370 TRAFFIC IMPACT ANALYSIS CHANHASSEN APARTMENTS CHANHASSEN, MINNESOTA Prepared for: Roers Companies Prepared By: Kimley-Horn and Associates, Inc. 767 N Eustis Street Suit 100 Saint Paul, Minnesota 55114 MARCH 2024 371 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 2 TRAFFIC IMPACT ANALYSIS CHANHASSEN APARTMENTS CHANHASSEN, MINNESOTA REPORT CERTIFICATION I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ________________________ March 7, 2024 Tim Klockziem, P.E. Date License No. 58860 372 3 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 TABLE OF CONTENTS INTRODUCTION....................................................................................................................................... 4 EXISTING ROADWAY CONDITIONS ............................................................................................................ 4 Existing Roadways ........................................................................................................................... 4 Existing Traffic Volumes ................................................................................................................... 4 Background Growth .......................................................................................................................... 5 Planned Transportation Projects ....................................................................................................... 5 PROPOSED DEVELOPMENT...................................................................................................................... 6 Site Trip Generation.......................................................................................................................... 6 Site Trip Distribution ......................................................................................................................... 6 Site Accesses and Assignment ......................................................................................................... 7 CAPACITY ANALYSIS ............................................................................................................................... 7 Existing Year (2023) Conditions ........................................................................................................ 8 Future Year (2045) No-Build Conditions ............................................................................................ 9 Future Year (2045) Build Conditions ............................................................................................... 11 CONCLUSIONS AND RECOMMENDATIONS ................................................................................................ 12 APPENDIX............................................................................................................................................ 12 LIST OF APPENDICES A.Exhibits B.Turning Movement Counts C.Proposed Development Layout Exhibit D.Market Boulevard Corridor Future Layout Exhibit E.SimTraffic Analysis Results 373 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 4 INTRODUCTION Roers Companies is proposing a mid-rise multifamily housing development for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped into approximately 310 residential units and approximately 15,000 square feet of restaurant and retail space. The site is currently occupied by a hotel and unoccupied strip retail space. Exhibit 1 shows the proposed project location. All exhibits are included in Appendix A. EXISTING ROADWAY CONDITIONS The proposed development is located the southeast quadrant of the W 78th Street & Market Boulevard intersection. The following intersections were included in the traffic capacity analysis: • W 78th Street & Market Boulevard (Traffic Signal) • Market Boulevard & Market Square North Driveway (Side Street Stop) • Market Boulevard & Market Street (Side Street Stop) • W 78th Street & Laredo Drive (Traffic Signal) • Great Plains Blvd & Market Street (Side Street Stop) The study intersections listed above are shown in Exhibit 1. EXISTING ROADWAYS The proposed development will utilize the existing access points on W 78th Street, Market Boulevard and Market Street. The following are brief summaries of the existing study roadways. Market Boulevard is classified as an Urban Major Collector. Market Boulevard is generally a four-lane undivided roadway near the project site which runs north-south. According to data from the MnDOT Traffic Mapping Application, the Average Annual Daily Traffic (AADT) was 12,800 vehicles per day (vpd) between W 78th Street and TH 5 in 2021. The posted speed limit on Market Boulevard is 30 mph. Market Boulevard is programmed for reconstruction in 2025. W 78th Street is classified as an Urban Major Collector. W 78th Street is a four-lane, divided roadway with dedicated left turn lanes throughout the study area. According to the MnDOT Traffic Mapping Application, the AADT was 10,000 vehicles per day (vpd) between Great Plains Boulevard and Kerber Boulevard in 2021. The posted speed limit on W 78th Street is 30 mph. Market Street is a two-lane undivided roadway which runs east-west and provides access to businesses to the north. The roadway is classified as a local roadway; no AADT data is available. Exhibit 2 provides the existing intersection geometry and intersection control for the study intersections. EXISTING TRAFFIC VOLUMES Turning movement counts at all study intersections were recently collected by Kimley-Horn as part of the Traffic Study regarding the Market Boulevard Corridor. Existing turning movement counts were collected at the study intersections on Monday, May 22nd and Wednesday, May 24th, 2023. The count data included vehicles, as well as bicycles and pedestrians. 374 5 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 The AM peak hour for this study was determined to be 7:30 AM to 8:30 AM and the PM peak hour 4:30 PM to 5:30 PM. Exhibit 3 provides the AM and PM peak hour vehicle turning movement volumes for Existing (2023) Conditions. The existing traffic count data is attached in Appendix B. BACKGROUND GROWTH Future traffic was projected through the study area to estimate peak hour traffic at study intersections for the Design Year (2045) without the proposed development at the study site. Future traffic forecasts consist of two main components: background growth and traffic from other planned developments. Background growth associated with local and regional population and employment increases was determined using projections from the City of Chanhassen and Carver County 2040 Transportation Plans. The annual growth rates along Market Boulevard and W 78th Street are forecasted to vary between 0 and 0.6 percent. Based on these forecasted traffic volumes, a 0.5% growth rate is recommended for Market Boulevard and W 78th Street. Two other nearby developments are anticipated to have an effect on the future volumes within the study area: 1. Near the Great Plains Boulevard & Market Street intersection, there is an existing parking garage that was a park-and-ride lot for SouthWest Transit. This park-and-ride lot is no longer served by regular transit service. This site may be repurposed at some point in the future. For the purposes of this study, it was assumed that the lot would be redeveloped into a land use like other recent redevelopment sites in Downtown Chanhassen. The trip generation of a potential redevelopment of this site was estimated using the trip generation rates for 200 units of mid-rise multifamily housing and 6,000 square feet of retail/restaurant space. The site trip distribution for this development is shown in Exhibit 4 and the total trip assignment for this development is shown in Exhibit 5. 2. The City of Chanhassen has proposed a concept for a civic campus adjacent to City Hall. This plan includes the addition of a park, recreational areas, a performance space, and a new City Hall building which will include a senior center. The entering and exiting volumes on the north leg of the W 78th Street and Market Boulevard intersection have been increased by 10% in addition to the background growth to account for the increased volume due to redevelopment of this site. Additional traffic anticipated for this development is shown in Exhibit 6. These annual growth rates and the trips generated by other developments were applied to Existing (2023) traffic volumes to develop the Future Year (2045) traffic volumes. Exhibit 7 shows the Future Year No- Build (2045) turning movement volumes. PLANNED TRANSPORTATION PROJECTS The city has a programmed project to reconstruct Market Boulevard from TH 5 to Chan View. This reconstruction project is expected to change the intersection geometry at several study intersections. It is expected that the intersection of Market Boulevard & Market Square North Driveway is reconstructed as a mini-roundabout. The intersection of Market Boulevard & Market Street is expected to be converted from a full access intersection to a ¾ access intersection, which will restrict minor street left turn movements. The lane configuration of the W 78th Street & Market Boulevard intersection is also expected to be modified. This project is still in the preliminary design phase and multiple design alternatives are still being evaluated. The most recent available layout of the most likely preferred alternative is included in Appendix D. The modifications associated with the Market Boulevard Improvement Project are included in the No Build and the Build Conditions operations analysis. The lane geometry for future scenarios is illustrated in Exhibit 8. 375 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 6 PROPOSED DEVELOPMENT SITE TRIP GENERATION The trip-generating potential of the proposed development was calculated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, Eleventh Edition. Standard ITE trip rates were used to develop the anticipated total trips generated by the site. The site is proposed to be redeveloped into two residential buildings with ground floor retail space, totaling up to 310 residential units and up to 15,000 square feet of restaurant and retail space. The average rate for ITE Land Use Code (LUC) 221 (Multifamily Housing Mid-Rise) was used to estimate trips generation potential of the residential units. ITE LUC 932 (High Turnover Sit-Down Restaurant) was used to calculate the trip generation potential of the restaurant and retail space. Specific uses for the retail space are not yet known. The trip generation potential for High Turnover Sit-Down restaurant is higher than most typical retail uses and thus represents a conservative estimate of the trip generation for the restaurant/retail portion of the site. Table 1 provides a summary of the number of trips anticipated to be generated during the weekday AM and PM peak hours. As shown, the site is anticipated to generate 259 new trips during the AM peak hour (105 entering, 154 exiting) and 257 new trips during the PM peak hour (157 entering, 100 exiting). The trip generation estimate for the proposed development was not adjusted for pass-by trips, internal capture on the site, or offset by trips generated by the existing land uses. Table 1 – Site Trip Generation SITE TRIP DISTRIBUTION The site trips were distributed to the adjacent roadways based on the current traffic patterns in the area and a general assessment of the major regional roadways surrounding the study area. In general, the following global trip distribution was assumed for the development: • 25-30% to/from the east via TH 5 • 10-15% to/from the east via W 78th Street • 20-30% to/from the west via W 78th Street • 30-40% to/from the South via Market Boulevard Land Use Description Intensity Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Multifamily Housing Mid Rise (LUC 221) 310 Units 1,407 26 89 115 74 47 121 High Turnover Sit-Down Restaurant (LUC 932) 15,000 SF 1,608 79 65 144 83 53 136 Total Site Generated Trips (Unadjusted) 3,015 105 154 259 157 100 257 376 7 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 SITE ACCESSES AND ASSIGNMENT The proposed site will have two (2) accesses. The primary access to the site will be located at W 78th Street & Laredo Drive. It is assumed that this access will be utilized primarily by residents of the building on the west portion of the site and all restaurant/retail trips as it is closest to the access to parking for this building and all the retail portions to the site. There will be secondary access to Market Street via connected parking lots south of the proposed development. It is assumed that residents of the building on the east portion of the site will utilize Market Street as it closest to the entrance to the resident parking for this building. The proposed site plan is included in Appendix C. The site trip distribution and assignment associated with the retail space and west building residential space are illustrated in Exhibit 9 and Exhibit 10. The site trip distribution and assignment associated with the east building residential and retail space are illustrated in Exhibit 11 and Exhibit 12. CAPACITY ANALYSIS A capacity analysis was performed to quantify the delay and level of service at the study intersections during the weekday AM and PM peak hours. The capacity analysis was performed using Synchro/SimTraffic except for roundabouts, which were analyzed using the roundabout analysis software Rodel with an 85% confidence interval. Existing signal timings used in the analysis unless otherwise noted. The capacity of an intersection quantifies its ability to accommodate traffic volumes and is measured in average delay per vehicle. It is expressed in terms of level of service (LOS) which ranges from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F as the lowest (oversaturated conditions). The LOS grades shown below, which are provided in the Transportation Research Board’s Highway Capacity Manual (HCM), quantify and categorize the driver’s discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating can be found in Table 2. The range of control delay for each rating (as detailed in the HCM) is also shown in Table 2. Because signalized intersections are expected to carry a larger volume of vehicles and stopping is required during red time, higher delays are tolerated for the corresponding LOS ratings. 377 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 8 Table 2 – Level of Service Information Level of Service Average Control Delay (seconds/vehicle) Description A 0-10 (Unsignalized); 0-10 (Signalized) Minimal control delay; traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B >10-15 (Unsignalized); >10-20 (Signalized) Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. C >15-25 (Unsignalized); >20-35 (Signalized) Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D >25-35 (Unsignalized); >35-55 (Signalized) Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E >35-50 (Unsignalized); >55-80 (Signalized) High control delay; average travel speed no more than 33 percent of free flow speed. F >50 (Unsignalized); >80 (Signalized) Extremely high control delay; extensive queuing and high volumes create exceedingly restricted traffic flow. Traffic models for each scenario were developed using Synchro/SimTraffic, and the delay and queueing were evaluated for each scenario. The scenarios that were analyzed are as follows: • Existing Year (2023) • Future Year (2045) No-Build • Future Year (2045) Build EXISTING YEAR (2023 ) CONDITIONS A capacity analysis was performed for Existing Year (2023) conditions in order to develop baseline operating conditions for the current year. The analysis was performed using Synchro/SimTraffic. The five study intersections were modeled with the existing geometry and intersection control as summarized in Exhibit 2. The traffic volumes are provided in Exhibit 3. The results of the analysis are provided in Table 3. 378 9 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 Table 3 – Existing Year (2023) Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB A (9.2) A (9.8) A (3.7) A (8.2) B (11.7) B (15.1) A (4.7) B (14.0) WB A (8.9) A (5.0) A (2.6) B (14.6) A (9.7) A (6.7) NB B (18.1) B (13.6) A (5.9) C (28.8) B (17.3) A (8.5) SB B (13.8) B (14.7) A (3.6) B (14.7) B (19.5) A (7.0) Market Boulevard & Market Sq. North Driveway Side Street Stop EB A (8.7) A (3.4) - (-) C (18.3) C (24.8) A (6.1) - (-) WB A (8.6) A (8.1) C (19.4) C (24.1) A (7.7) NB A (2.9) A (0.6) A (0.2) A (4.9) A (1.9) A (0.3) SB A (3.3) A (0.8) A (0.5) A (4.7) A (1.4) A (0.8) Market Boulevard & Market Street Side Street Stop EB B (10.2) A (3.6) - (-) B (14.4) C (22.5) A (4.7) - (-) WB A (6.8) A (2.9) C (18.3) A (8.1) NB A (3.4) A (1.4) A (1.1) A (6.2) A (2.7) A (1.2) SB A (4.1) A (0.4) A (0.2) A (5.2) A (0.7) A (0.7) W 78th Street & Laredo Boulevard Signal EB A (7.7) A (4.8) A (3.1) A (7.2) A (9.2) A (5.7) A (4.1) A (8.2) WB A (5.2) A (5.0) A (2.0) A (8.2) A (5.8) A (3.5) NB C (24.9) B (15.7) A (6.3) C (25.6) C (34.4) B (13.0) SB C (25.1) B (18.4) A (5.3) C (28.1) C (25.6) A (7.2) Great Plains Boulevard & Market Street Side Street Stop EB A (5.8) A (2.7) - (-) A (8.4) A (3.2) - (-) WB A (6.8) A (3.5) B (10.0) B (12.5) A (4.8) NB A (2.5) A (0.5) A (0.3) A (2.8) A (0.3) A (0.1) SB A (3.5) A (1.3) A (1.1) A (4.2) A (1.1) A (1.1) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. Based on the Existing Year (2023) capacity analysis, both signalized intersections operate at LOS B or better in the AM and PM peak hour. All movements at unsignalized intersections operate at LOS C or better during the AM and PM peak hours. The queueing results were reviewed, and the following movements were determined to have an Existing (2023) queues approaching capacity, based on the 95th percentile queueing results: • Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) • Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) All other 95th percentile queue lengths are anticipated to be maintained within their respective storage bays. The Existing (2023) SimTraffic reports are included in Appendix E. FUTURE YEAR (2045) NO-BUILD CONDITIONS A capacity analysis was performed for Future Year (2045) No-Build conditions in order to develop baseline operating conditions for the opening year. The analysis was performed using Synchro/SimTraffic. The study intersections were modeled with geometric changes proposed as part of the Market Boulevard corridor 379 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 10 study, as shown in Appendix D. The Future Year (2045) No-Build traffic volumes were determined by growing the Existing (2023) traffic volumes by 22 years and adding the site trips from background developments (Exhibits 5 and 6). The traffic volumes are provided in Exhibit 7. Analysis of the Market Boulevard & Market Square North Driveway roundabout was conducted using the roundabout analysis software Rodel rather than SimTraffic, with a confidence interval of 85% applied to be conservative. The results of the analysis are provided in Table 4. Table 4 – Future Year (2045) No -Build Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB B (10.1) B (10.7) A (4.3) A (8.9) B (19.3) C (22.1) A (8.8) C (20.3) WB B (10.0) A (6.7) A (2.2) C (21.6) B (15.9) A (2.6) NB B (19.6) B (12.7) A (4.4) D (38.9) B (18.4) A (9.8) SB C (21.6) B (13.5) A (3.4) C (22.6) B (18.5) A (7.1) Market Boulevard & Market Sq. North Driveway Rounda- bout EB A (5.4) A (5.6) B (11.0) A (9.5) WB A (4.8) A (6.9) NB A (6.1) A (9.2) SB A (4.8) A (7.3) Market Boulevard & Market Street Side Street Stop EB A (3.4) - (-) A (6.3) - (-) WB A (3.2) B (11.6) NB A (3.1) A (0.3) A (0.2) A (6.7) A (2.1) A (0.5) SB A (2.8) A (0.3) A (0.2) A (6.6) A (1.0) A (0.6) W 78th Street & Laredo Boulevard Signal EB A (8.4) A (5.3) A (3.6) A (7.8) B (10.1) A (5.8) A (3.6) A (8.9) WB B (10.5) A (6.3) A (2.1) A (9.3) A (7.4) A (2.1) NB C (21.4) B (19.8) A (5.9) C (28.9) C (22.8) B (11.7) SB C (23.6) C (23.0) A (5.7) C (31.6) C (26.9) A (8.6) Great Plains Boulevard & Market Street Side Street Stop EB A (9.2) A (3.3) - (-) B (10.9) A (3.7) - (-) WB A (6.9) A (3.3) B (12.5) B (10.7) A (4.3) NB A (3.0) A (0.2) A (0.2) A (3.1) A (0.3) A (0.1) SB A (3.6) A (1.0) A (1.0) A (5.1) A (1.2) A (1.3) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. With the addition of background traffic growth, the study area intersections are projected to experience small changes in delay with the majority of movements and approaches projected to operate with similar LOS as compared to existing conditions. All intersections are anticipated to operate at LOS C or better and all individual movements operate at LOS D or better. The queueing results were reviewed, and the following movements were determined to have Future Year (2045) No Build queues approaching capacity, based on the 95th percentile queueing results: • Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) • Northbound left turn at W 78th Street & Market Boulevard (PM Peak Hour) 380 11 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 • Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) The SimTraffic reports are provided in Appendix E. FUTURE YEAR (2045) B UILD CONDITIONS Future Year (2045) Build conditions were analyzed to determine any traffic impacts from the addition of the site traffic to the study intersections. Future Year (2045) Build turning movement volumes were developed by adding the site trips in Exhibits 10 and 12 to the Future Year (2045) No-Build turning movement volumes in Exhibit 7. The Future Year (2045) Build turning movement volumes are shown in Exhibit 13. Signal timings were optimized at key study area intersections. Analysis was conducted using the same geometry as the Future Year (2045) No Build scenario. The results of the analysis are provided in Table 5. Table 5 – Future Year (2045) Build Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB A (9.2) B (11.3) A (4.7) A (9.5) C (20.0) C (25.3) B (10.1) C (21.6) WB B (11.2) A (6.2) A (2.2) C (25.7) B (15.7) A (3.1) NB C (21.0) B (15.5) A (5.7) D (39.8) C (20.5) B (10.9) SB C (21.0) B (16.2) A (4.3) C (23.4) B (18.0) A (9.0) Market Boulevard & Market Sq. North Driveway Rounda- bout EB A (5.0) A (6.0) A (7.7) B (10.6) WB A (5.0) A (7.3) NB A (5.7) B (12.7) SB A (6.6) B (10.1) Market Boulevard & Market Street Side Street Stop EB A (4.8) - (-) A (6.8) - (-) WB A (3.4) C (16.8) NB A (3.5) A (0.4) A (0.2) A (7.1) A (3.0) A (0.9) SB A (3.5) A (0.9) A (0.8) A (6.4) A (1.0) A (0.9) W 78th Street & Laredo Boulevard Signal EB B (10.0) A (8.1) A (5.4) B (10.0) B (12.7) B (10.0) A (7.2) B (11.1) WB A (9.1) A (8.2) A (2.7) B (14.2) A (9.1) A (2.4) NB C (21.3) C (25.7) B (10.0) C (25.8) C (27.7) B (15.0) SB C (23.9) C (26.3) A (6.0) C (25.8) C (21.1) A (8.2) Great Plains Boulevard & Market Street Side Street Stop EB A (8.4) A (3.5) - (-) B (13.8) A (4.1) - (-) WB A (7.5) A (3.5) B (12.1) B (10.8) A (4.8) NB A (2.4) A (0.2) A (0.2) A (3.4) A (0.3) A (0.2) SB A (3.8) A (1.2) A (1.0) A (5.4) A (1.6) A (1.5) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. With the addition of site-generated traffic, the study area intersections are projected to experience very little change in delay with the majority of movements and approaches projected to operate at the same LOS as compared to Future Year (2045) No-Build Conditions. All intersections are anticipated to operate at LOS C 381 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 12 or better and all individual movements are anticipated to operate at LOS D or better during the AM and PM peak hours. The queueing results were reviewed, and the following movements were determined to have Future Year (2045) Build scenario queues approaching capacity, based on the 95th percentile queueing results: • Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) • Northbound left turn at W 78th Street & Market Boulevard (PM Peak Hour) • Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) • Eastbound left turn at W 78th Street & Laredo Drive (PM Peak Hour) No mitigations are needed to the roadway network in order to accommodate the site generated traffic. Results of the analysis are included in Appendix E. CONCLUSIONS AND RECOMMENDATIONS Roers Companies is proposing a mid-rise multifamily housing development for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped from a hotel into 310 residential units and 15,000 square feet of restaurant and retail space. The site is currently occupied by a hotel and strip retail space. The site is anticipated to generate 3,015 daily trips including 259 AM peak hour trips (105 entering and 154 exiting) and 257 PM peak hour trips (157 entering and 100 exiting). This trip generation estimate should be considered extremely conservative because it was assumed all retail/restaurant space was occupied by a highly trip intensive land use (high turnover sit-down restaurant). It is likely that some portion of this retail restaurant space will be occupied by less trip intensive uses. The trip generation estimate was also not offset by trips from existing site uses. The site will utilize two access points (both existing), a primary access at 78th Street & Laredo Drive, and a secondary access to Market Street through connected parking lots. A capacity analysis was performed for Existing Year (2023), Future Year (2045) No-Build, and Future Year (2045) Build conditions. In all scenarios, the determined that study intersections and movements adjacent to the proposed project are anticipated to operate at acceptable levels of service in the AM and PM peak hours. The proposed development is anticipated to have a minimal impact on the operations of the roadway network. The proposed development is not anticipated to cause queueing issues in the Future Year (2045) Build scenario. APPENDIX A. Exhibits B. Turning Movement Counts C. Proposed Development Site Plans D. Market Boulevard Corridor Plans E. SimTraffic and Rodel Analysis Results 382 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 A. Exhibits 383 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 1 PROJECT SITE LOCATION AND STUDY AREA LEGEND Study Intersection Proposed Development Location West Residential Building East Residential Building 384 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 2 EXISTING GEOMETRY AND INTERSECTION CONTROL LEGEND Existing Study Intersection Existing Signal Control Existing Stop Control 385 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 3 EXISTING (2023) TRAFFIC VOLUMES 386 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 4 TRIP DISTRIBUTION - BACKGROUND TRIPS LEGEND Study Intersection IN% [OUT%] Trip DistributionXX [X X] 387 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour TripsXX (X X) EXHIBIT 5 MARKET STREET BACKGROUND DEVELOPMENT TRIPS 388 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour TripsXX (X X) EXHIBIT 6 CITY HALL BACKGROUND TRIPS ADDED389 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 7 FUTURE YEAR (2045) NO-BUILD TRAFFIC VOLUMES 390 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 8 FUTURE YEAR (2045) GEOMETRY AND INTERSECTION CONTROL LEGEND Study Intersection Future Signal Control Future Stop Control Future Roundabout 391 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection IN% [OUT%] Site Traffic Distribution West Residential Building X X [X X] EXHIBIT 9 PROPOSED DEVELOPMENT TRIP DISTRIBUTION - WEST BUILDING392 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour Site Traffic West Residential Building X X (X X) EXHIBIT 10 PROPOSED DEVELOPMENT SITE TRIPS - WEST BUILDING 393 NOT TO SCALE W 78th St W 78th St Chan View 5 EXHIBIT 11 PROPOSED DEVELOPMENT TRIP DISTRIBUTION - EAST BUILDING LEGEND Study Intersection IN% [OUT%] Site Traffic Distribution East Residential Building X X [X X] 394 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour Site Traffic East Residential Building X X (X X) EXHIBIT 12 PROPOSED DEVELOPMENT SITE TRIPS - EAST BUILDING 395 NOT TO SCALE W 78th St W 78th St Chan View 5 LEGEND Study Intersection AM (PM) Peak Hour Volumes Development Location X X (X X) EXHIBIT 13 FUTURE YEAR (2045) BUILD TRAFFIC VOLUMES 396 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 B.Turning Movement Counts 14 397 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0030031000011400050200021112:15 AM000000000000030003020002512:30 AM100001000000000000010001212:45 AM0000000000000200020000002Hourly Total1030041000011900010050005201:00 AM00000000000001000100000011:15 AM00100100000004000400100161:30 AM10000110000101000100000031:45 AM0000000000000000000000000Hourly Total101002100001060006001001102:00 AM10000100000001000100000022:15 AM00000000000002000200000022:30 AM10000100000000000000000012:45 AM0010010000000200020100014Hourly Total20100300000005000501000193:00 AM10000100000003000300000043:15 AM00100100000000000003000343:30 AM00000010000102000204000473:45 AM1000010010010310040100017Hourly Total201003101002081009080008224:00 AM00001000000000001003000334:15 AM00000010000100000001000124:30 AM00000000001001000105000564:45 AM0000002000020200020400048Hourly Total00001030001303001301300013195:00 AM000000300003220004090009165:15 AM002002000000150006070007155:30 AM00000010000112100401010011165:45 AM00000010000119000100121001324Hourly Total0020025000055181002403820040716:00 AM20000200000015000601900019276:15 AM0010011000012120001401800018346:30 AM4020161000014110001503020032546:45 AM201013010001529200360254002969Hourly Total804021221000312572007109260098184398 7:00 AM40300711000224010043241600491017:15 AM40202620000244100045138900481017:30 AM801009100001155300592721100851547:45 AM60301920000266030069267160085165Hourly Total2209033161000713196700216721842002675218:00 AM50400912000344810053136900461118:15 AM9050114200002660300692571400731588:30 AM417011212101475120060354801651418:45 AM9050114001001146240080453170074169Hourly Total27121034944201103122110002621020048012585799:00 AM140800220000001358100722481400641589:15 AM90110020012003855100640572000771649:30 AM120800201020031759500814501100651699:45 AM5121002710000112627008126260070179Hourly Total4014800892140075023414002988217510027667010:00 AM511400201010021077000872605006717610:15 AM1207001900300318553007624413005915710:30 AM7020002710100210694008325512006918110:45 AM181130032103004185570080763160086202Hourly Total422540098308001156256140032613222460028171611:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Hourly Total6217801141204180242893303700456172956800380101912:00 PM1633210521026001826871700130487190011031012:15 PM20032005292700182287600115988110010829312:30 PM90300039314008276440095386190010825012:45 PM260220148100110021308911001306782600110309Hourly Total71311611191325280065105327380047022339750043611621:00 PM2313700614280014209150011667321001002911:15 PM161250042313027984400973771700972431:30 PM9128003851401101373200885711801942301:45 PM18114003333302913911100115455140073230Hourly Total664104001741571805405533922004161827670013649942:00 PM230210044628001617977001214661700872682:15 PM1602001369030012138230098510316001242702:30 PM200260046501006228080011018415001002622:45 PM1902300421040051898800124764150086257Hourly Total780900116821216003970357260045317317630039710573:00 PM161200037612009138730010358615001062553:15 PM1603103476020082497200123610213001212993:30 PM1302701403110051311390013539720001203003:45 PM191300050251310212010311001344921600112317Hourly Total6421080417417718104370400250049518377640045911714:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM2212000435050010189780012329925001263024:45 PM160270143527001426838001177892100117291Hourly Total8041070219122328005389390230150221371770046912155:00 PM242330059315009201095001344771800993015:15 PM122460060816001529121500155384120099329399 5:30 PM13137015190600152210050012758613001042975:45 PM122200034632001121995001254902100115285Hourly Total6171360120426519005092429200054116337640041712126:00 PM2102201433270012208560011128916001072736:15 PM19125004522410915809001042651500822406:30 PM2232601514040081186500102078800862476:45 PM130250038200002117060087177120090217Hourly Total7549802177114151031573212600404530951003659777:00 PM1412110373050081968400911711600882247:15 PM9114002421200585860072065600711727:30 PM90160025123006115030064452900651607:45 PM4017002131100585420064365100078168Hourly Total362681010794110024462301500291825341003027248:00 PM4012001611000264920057150300541298:15 PM11119003151100784620056142400471418:30 PM0070073010047320003903240036868:45 PM5090014003003743200520271002897Hourly Total201470068925001628170600204215112001654539:00 PM411300180010014330003713060037939:15 PM201100130000005281003401820020679:30 PM4050091020032190002111810020539:45 PM107008000000310000130103101435Hourly Total111360048103004149010010527612109124810:00 PM2030050000001810010012300153010:15 PM3020050010010800080340072110:30 PM0000001000111700080600061510:45 PM00000000000024200805200715Hourly Total505001010101242730034026900358111:00 PM201003000000050005011100122011:15 PM10300400000039000120400042011:30 PM2000020000000300030230051011:45 PM0000100000000600060300039Hourly Total504019000000323000260204002459Grand Total7793311412221955212501952104598904446291025627184416180612515213193Approach %39.81.758.40.1--46.210.942.50.4--15.879.05.20.0--3.680.815.60.0---Total %5.90.38.60.0-14.81.60.41.50.0-3.56.733.72.20.0-42.71.431.56.10.0-39.1-Lights7723011352-1939211471932-45388143612870-552918440758021-506212983% Lights99.190.999.5100.0-99.299.594.099.0100.0-98.799.098.198.6--98.3100.097.999.5100.0-98.398.4Buses0000-00000-011810-2002600-2646% Buses0.00.00.00.0-0.00.00.00.00.0-0.00.10.40.3--0.40.00.60.00.0-0.50.3Trucks7060-131120-486520-7505840-62154% Trucks0.90.00.50.0-0.70.52.01.00.0-0.90.91.50.7--1.30.01.40.50.0-1.21.2Bicycles on Road0300-30200-20210-30200-210% Bicycles onRoad0.09.10.00.0-0.20.04.00.00.0-0.40.00.00.3--0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----10-----3-----1-----0--% Bicycles onCrosswalk----45.5-----30.0-----50.0-----0.0--Pedestrians----12-----7-----1-----2--% Pedestrians----54.5-----70.0-----50.0-----100.0--400 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal5327506210389182644746213622400054215152105738024075184100260004580000200000002806416118412RTLUP510 0 4 2 1 503 Out 459 0 2 4 0 453 In 969 0 6 6 1 956 Total Market Square North Drive R 195 0 0 2 0 193 T 50 0 2 1 0 47 L 212 0 0 1 0 211 U 2 0 0 0 0 2 P 10 10 0 0 0 0 542155291095026204665751402350005514562711141OutInTotalMarket Blvd [NB]ULTRP0881436128700118100865200021000002089044462912Market Square North DriveTotal3671126503703In1939013301955Out1732113201748200002U7720700779L30003033T113506001141R00002222PTurning Movement Data Plot401 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Total62178011412041802428933037004561729568003801019Approach %44.00.755.30.0--47.69.542.90.0--19.572.48.10.0--4.577.617.90.0---Total %6.10.17.70.0-13.82.00.41.80.0-4.18.732.43.60.0-44.71.728.96.70.0-37.3-PHF0.8160.2500.8130.000-0.9280.7140.5000.6430.000-0.8750.7180.9270.5140.000-0.8640.4720.8680.8100.000-0.8960.910Lights621780-141203180-4189323370-44917293680-3781009% Lights100.0100.0100.0--100.0100.075.0100.0--97.6100.097.9100.0--98.5100.099.3100.0--99.599.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0000-00100-10700-70200-210% Trucks0.00.00.0--0.00.025.00.0--2.40.02.10.0--1.50.00.70.0--0.51.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----2-----0-----0--% Bicycles onCrosswalk----0.0-----100.0--------------Pedestrians----1-----0-----0-----0--% Pedestrians----100.0-----0.0--------------402 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal40337878100072900000041038079068293170000000020000000000000682951700RTLUP55 0 0 0 0 55 Out 42 0 0 1 0 41 In 97 0 0 1 0 96 Total Market Square North Drive R 18 0 0 0 0 18 T 4 0 0 1 0 3 L 20 0 0 0 0 20 U 0 0 0 0 0 0 P 2 2 0 0 0 0 391449840000279000000393456849OutInTotalMarket Blvd [NB]ULTRP08932337000000007000000000000089330370Market Square North DriveTotal3010100302In1410000141Out1600100161000000U62000062L100001T78000078R000011PTurning Movement Peak Hour Data Plot (11:00 AM)403 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM1913000502513102120103110013449216001123174:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM221200043505001018978001232992500126302Total835110011981963410608341026015191837472004641241Approach %41.92.555.60.0--31.710.056.71.7--16.079.05.00.0--3.980.615.50.0---Total %6.70.48.90.0-16.01.50.52.70.1-4.86.733.02.10.0-41.81.530.15.80.0-37.4-PHF0.9020.6250.8330.000-0.8530.7920.3000.6540.250-0.7140.9020.8990.5910.000-0.9200.4500.9440.7200.000-0.9210.976Lights8351100-198196341-6083406260-51518370720-4601233% Lights100.0100.0100.0--100.0100.0100.0100.0100.0-100.0100.099.0100.0--99.2100.098.9100.0--99.199.4Buses0000-00000-00100-10200-23% Buses0.00.00.0--0.00.00.00.00.0-0.00.00.20.0--0.20.00.50.0--0.40.2Trucks0000-00000-00300-30200-25% Trucks0.00.00.0--0.00.00.00.00.0-0.00.00.70.0--0.60.00.50.0--0.40.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----1-----0-----1-----0--% Bicycles onCrosswalk----100.0-----------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-----------0.0--------404 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal52346098312332500000052746499172370180002000020000000000000723741800RTLUP50 0 0 0 0 50 Out 60 0 0 0 0 60 In 110 0 0 0 0 110 Total Market Square North Drive R 34 0 0 0 0 34 T 6 0 0 0 0 6 L 19 0 0 0 0 19 U 1 0 0 0 0 1 P 0 0 0 0 0 0 49951510142132350000005035191022OutInTotalMarket Blvd [NB]ULTRP08340626000100003000000000001083410261Market Square North DriveTotal3590000359In1980000198Out1610000161000000U83000083L500005T1100000110R000011PTurning Movement Peak Hour Data Plot (3:45 PM)405 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM10600720000266521074150300541373:45 PM3020053010045761008216010062153Hourly Total40800125010061114131015621104001162904:00 PM202004601007128131097255100581664:15 PM20800104060010897800113451300581914:30 PM0090096060012128131097451210581764:45 PM404008805001399750011176210070202Hourly Total80230031240180042413561920418172197102447355:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM20902112020047103200112251300561835:45 PM1050062170110205740081353100066163Hourly Total703402411622301414035222004141220314102307266:00 PM21400730200596300072047500521366:15 PM10700801000114520206815090060137*** BREAK ***-------------------------Hourly Total311100153120062311502014019714001122736:30 AM0020020020021151001741510020416:45 AM104025301004217200211220002353Hourly Total1060273030063323003853710043947:00 AM2030053010040204002401800018517:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM7080015805001346912008563800044157Hourly Total15317003521013003491593000198141131001283958:00 AM404008705001222960037538000431008:15 AM3050081040053246003322710030768:30 AM0030033030066193002823730042798:45 AM1040053030068487106402320025100Hourly Total8016002414015002919120221016291256001403559:00 AM10902103000038224203624311047969:15 AM301004101002930100400291003076Grand Total504125061799037601169163132710480160262976493010903040Approach %27.92.269.80.0--53.31.845.00.0--10.282.86.50.5--5.789.54.50.3---Total %1.60.14.10.0-5.93.00.12.50.0-5.65.443.73.40.3-52.72.032.11.60.1-35.9-406 Lights4841220-174901750-16615913181038-158862961493-10753003% Lights96.0100.097.6--97.2100.033.398.7--98.297.599.399.0100.0-99.1100.098.5100.0100.0-98.698.8Buses1000-10000-00600-60800-815% Buses2.00.00.0--0.60.00.00.0--0.00.00.50.00.0-0.40.00.80.00.0-0.70.5Trucks1020-30010-11110-30600-613% Trucks2.00.01.6--1.70.00.01.3--0.60.60.11.00.0-0.20.00.60.00.0-0.60.4Bicycles on Road0010-10200-23200-50100-19% Bicycles onRoad0.00.00.8--0.60.066.70.0--1.21.80.20.00.0-0.30.00.10.00.0-0.10.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----33.3-----0.0--------------Pedestrians----4-----1-----0-----0--% Pedestrians----66.7-----100.0--------------407 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal144410752519781536921300014561090254649961623008000060000100000000499766230RTLUP170 0 0 1 0 169 Out 169 0 2 1 0 166 In 339 0 2 2 0 335 Total Private Driveway [WB] R 76 0 0 1 0 75 T 3 0 2 0 0 1 L 90 0 0 0 0 90 U 0 0 0 0 0 0 P 1 1 0 0 0 0 11811588276986148311257000119916022801OutInTotalGreat Plains Blvd [NB]ULTRP81591318103000600011100320000000816313271040Market St [EB]Total3831460394In1741310179Out2090150215000000U48110050L400004T1220210125R000066PTurning Movement Data Plot408 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM4040088050013997500111762100702025:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM2090211202004710320011225130056183Total10033024322121004429392230044416212510234765Approach %23.30.076.70.0--50.02.347.70.0--6.588.35.20.0--6.890.62.10.4---Total %1.30.04.30.0-5.62.90.12.70.0-5.83.851.23.00.0-58.02.127.70.70.1-30.6-PHF0.6250.0000.5890.000-0.6320.6880.2500.4770.000-0.6470.8060.9250.6390.000-0.9250.5710.8550.4170.250-0.8360.947Lights100330-43220210-4329392230-4441621151-233763% Lights100.0-100.0--100.0100.00.0100.0--97.7100.0100.0100.0--100.0100.099.5100.0100.0-99.699.7Buses0000-00000-00000-00000-00% Buses0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Trucks0000-00000-00000-00000-00% Trucks0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Bicycles on Road0000-00100-10000-00100-12% Bicycles onRoad0.0-0.0--0.00.0100.00.0--2.30.00.00.0--0.00.00.50.00.0-0.40.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0--------------------409 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal424233657000000011000424234658521116100000000000010000000052121610RTLUP39 0 0 0 0 39 Out 44 0 1 0 0 43 In 83 0 1 0 0 82 Total Private Driveway [WB] R 21 0 0 0 0 21 T 1 0 1 0 0 0 L 22 0 0 0 0 22 U 0 0 0 0 0 0 P 0 0 0 0 0 0 266444710000000101000267444711OutInTotalGreat Plains Blvd [NB]ULTRP02939223000000000000000000000029392230Market St [EB]Total77001078In43000043Out34001035000000U10000010L000000T33000033R000022PTurning Movement Peak Hour Data Plot (4:45 PM)410 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:15 AM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM70800158050013469120085638000441578:00 AM40400870500122296003753800043100Total17318003825017004211168320021119133100153444Approach %44.77.947.40.0--59.50.040.50.0--5.279.615.20.0--12.486.90.70.0---Total %3.80.74.10.0-8.65.60.03.80.0-9.52.537.87.20.0-47.54.330.00.20.0-34.5-PHF0.6070.2500.5630.000-0.6330.6940.0000.8500.000-0.8080.6880.6090.6670.000-0.6210.7920.8750.2500.000-0.8690.707Lights163160-35250170-4210166320-2081912910-149434% Lights94.1100.088.9--92.1100.0-100.0--100.090.998.8100.0--98.6100.097.0100.0--97.497.7Buses1000-10000-00200-20300-36% Buses5.90.00.0--2.60.0-0.0--0.00.01.20.0--0.90.02.30.0--2.01.4Trucks0010-10000-00000-00100-12% Trucks0.00.05.6--2.60.0-0.0--0.00.00.00.0--0.00.00.80.0--0.70.5Bicycles on Road0010-10000-01000-10000-02% Bicycles onRoad0.00.05.6--2.60.0-0.0--0.09.10.00.0--0.50.00.00.0--0.00.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------411 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:15 AMEnding At05/23/2023 8:15 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal199149348336011000000202153355112919000300001000000000000011331900RTLUP54 0 0 0 0 54 Out 42 0 0 0 0 42 In 96 0 0 0 0 96 Total Private Driveway [WB] R 17 0 0 0 0 17 T 0 0 0 0 0 0 L 25 0 0 0 0 25 U 0 0 0 0 0 0 P 0 0 0 0 0 0 170208378325202112000176211387OutInTotalGreat Plains Blvd [NB]ULTRP01016632000200000000100000000011168320Market St [EB]Total46112050In35111038Out11001012000000U16100017L300003T16011018R000000PTurning Movement Peak Hour Data Plot (7:15 AM)412 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM21220025304007241229001553105100109296Hourly Total215000531726002558254160032861921102006064:00 PM0021002170300103115370119111141001163384:15 PM00290029429001533139110018331120001153424:30 PM011200132040061810350012621360001382834:45 PM022600288060114371232001622114100117321Hourly Total038800912122201451195182501662847620048612845:00 PM4021002570301102411570014611061001082895:15 PM102100224040082812470015931071001113005:30 PM002000201115031726114700147290110942785:45 PM021700190010412411351014329500097260Hourly Total527900862211308361024662610595839831041011276:00 PM2122002541202715105130013311031001052706:15 PM101800194130081410690012917300074230*** BREAK ***-------------------------Hourly Total31400044825021529211220026221761001795006:30 AM1050061100026180002401920021536:45 AM005005300003540100461410004296Hourly Total10100011410005115810070160200631497:00 AM1020030000004425005113900040947:15 AM00500540100576280077244200481357:30 AM10100200300366070073179200821607:45 AM10100210100286611008527570084173Hourly Total30900125050010252303100286623711002545628:00 AM10000130200595570071069000691468:15 AM000000201003126580085361100651538:30 AM308001110000185130062141100431178:45 AM009009701018126713009206120063172Hourly Total401700211304011741238310031042324002405889:00 AM00100010201023137450092050100511569:15 AM111100135020079567007254320050142Grand Total19831400341978580141634072105164112677401864272019335114Approach %5.62.392.10.0--59.54.935.60.0--15.278.66.10.0--2.196.41.40.1---Total %0.40.26.10.0-6.71.90.21.10.0-3.28.041.23.20.0-52.30.836.40.50.0-37.8-413 Lights1883120-338947570-15839520631591-2618391825252-18915005% Lights94.7100.099.4--99.196.987.598.3--96.997.198.097.0100.0-97.897.597.992.6100.0-97.897.9Buses0000-00000-011300-1401500-1529% Buses0.00.00.0--0.00.00.00.0--0.00.20.60.00.0-0.50.00.80.00.0-0.80.6Trucks1010-23110-5112740-4212420-2776% Trucks5.30.00.3--0.63.112.51.7--3.12.71.32.40.0-1.62.51.37.40.0-1.41.5Bicycles on Road0010-10000-00210-30000-04% Bicycles onRoad0.00.00.3--0.30.00.00.0--0.00.00.10.60.0-0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----0-----2-----1-----0--% Bicycles onCrosswalk----------14.3-----100.0--------Pedestrians----0-----12-----0-----0--% Pedestrians----------85.7-----0.0--------414 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal214018914031131528292756202000218419334117251825392001500022410000000000002718644020RTLUP212 0 1 5 0 206 Out 163 0 0 5 0 158 In 375 0 1 10 0 364 Total Market St [WB] R 58 0 0 1 0 57 T 8 0 0 1 0 7 L 97 0 0 3 0 94 U 0 0 0 0 0 0 P 14 14 0 0 0 0 223226184850151429284270134000227626774953OutInTotalMarket Blvd [NB]ULTRP13952063159001130001127400021000001140721051641Private Drive [EB]Total76511610783In3380210341Out42711400442000000U18010019L800008T3120110314R000000PTurning Movement Data Plot415 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (3:30 PM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM212200253040072412290015531051001092964:00 PM0021002170300103115370119111141001163384:15 PM0029002942900153313911001833112000115342Total21100001032841800501225463401702104182104311286Approach %1.91.097.10.0--56.08.036.00.0--17.477.84.80.0--2.397.00.50.2---Total %0.20.17.80.0-8.02.20.31.40.0-3.99.542.52.60.0-54.60.832.50.20.1-33.5-PHF0.2500.2500.8620.000-0.8880.5000.5000.5000.000-0.6940.8970.8920.7730.000-0.9190.8330.9170.5000.250-0.9290.940Lights21980-101284180-50120541330-6941041311-4251270% Lights100.0100.098.0--98.1100.0100.0100.0--100.098.499.197.1--98.9100.098.850.0100.0-98.698.8Buses0000-00000-00300-30100-14% Buses0.00.00.0--0.00.00.00.0--0.00.00.50.0--0.40.00.20.00.0-0.20.3Trucks0010-10000-02200-40410-510% Trucks0.00.01.0--1.00.00.00.0--0.01.60.40.0--0.60.01.050.00.0-1.20.8Bicycles on Road0010-10000-00010-10000-02% Bicycles onRoad0.00.01.0--1.00.00.00.0--0.00.00.02.9--0.10.00.00.00.0-0.00.2Bicycles onCrosswalk----0-----0-----1-----0--% Bicycles onCrosswalk----------------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----------------0.0--------416 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 3:30 PMEnding At05/22/2023 4:30 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal562425987314257000000567431998141310100100014000000000000024181010RTLUP45 0 1 0 0 44 Out 50 0 0 0 0 50 In 95 0 1 0 0 94 Total Market St [WB] R 18 0 0 0 0 18 T 4 0 0 0 0 4 L 28 0 0 0 0 28 U 0 0 0 0 0 0 P 0 0 0 0 0 0 53969412331345491120005467021248OutInTotalMarket Blvd [NB]ULTRP0120541330003000220000010000010122546341Private Drive [EB]Total2260410231In1010110103Out1250300128000000U200002L100001T980110100R000000PTurning Movement Peak Hour Data Plot (3:30 PM)417 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM10100200300366070073179200821607:45 AM101002101002866110085275700841738:00 AM10000130200595570071069000691468:15 AM00000020100312658008536110065153Total302005607001335246330031462841000300632Approach %60.00.040.00.0--46.20.053.80.0--11.178.310.50.0--2.094.73.30.0---Total %0.50.00.30.0-0.80.90.01.10.0-2.15.538.95.20.0-49.70.944.91.60.0-47.5-PHF0.7500.0000.5000.000-0.6250.5000.0000.5830.000-0.6500.7290.9320.7500.000-0.9240.5000.8990.3570.000-0.8930.913Lights3020-56060-1233231320-2965271100-286599% Lights100.0-100.0--100.0100.0-85.7--92.394.393.997.0--94.383.395.4100.0--95.394.8Buses0000-00000-01500-601100-1117% Buses0.0-0.0--0.00.0-0.0--0.02.92.00.0--1.90.03.90.0--3.72.7Trucks0000-00010-11910-111200-315% Trucks0.0-0.0--0.00.0-14.3--7.72.93.73.0--3.516.70.70.0--1.02.4Bicycles on Road0000-00000-00100-10000-01% Bicycles onRoad0.0-0.0--0.00.0-0.0--0.00.00.40.0--0.30.00.00.0--0.00.2Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------418 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal24028652651116103131010002563005561027150001100002100000000000010284600RTLUP39 0 0 2 0 37 Out 13 0 0 1 0 12 In 52 0 0 3 0 49 Total Market St [WB] R 7 0 0 1 0 6 T 0 0 0 0 0 0 L 6 0 0 0 0 6 U 0 0 0 0 0 0 P 0 0 0 0 0 0 2792965751161721113011000292314606OutInTotalMarket Blvd [NB]ULTRP03323132001500019100010000000035246330Private Drive [EB]Total48110050In500005Out43110045000000U300003L000000T200002R000000PTurning Movement Peak Hour Data Plot (7:30 AM)419 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM4300070000000000001020031012:15 AM020002040004000000100001712:30 AM120003110002000000000000512:45 AM2200040100010000002000027Hourly Total7900016160007000000402006291:00 AM00000000000000000000000001:15 AM10000102000200000000000031:30 AM00000001000100000000100121:45 AM0010010000000000100000001Hourly Total10100203000300001000100162:00 AM00000000000000000000000002:15 AM11000200100100000000000032:30 AM01000100000000000000000012:45 AM0100010000000000000000001Hourly Total13000400100100000000000053:00 AM01000102000200000000000033:15 AM00000000100100000000100123:30 AM01000100000000000000101123:45 AM1200030100010000000000004Hourly Total140005031004000000002012114:00 AM00000000000000000000000004:15 AM01000100000000000000000014:30 AM02001205001500001000000074:45 AM0410050100011000011010029Hourly Total071018060016100011101002175:00 AM04000403000300000000200295:15 AM341008021003000000502007185:30 AM041005031004000000202014135:45 AM280001005000510000100402420Hourly Total520200270132001510000170100317606:00 AM090029050005100011403017226:15 AM7900016051006100001402006296:30 AM5210002609200111010024060110496:45 AM4270003101830021202004307011066Hourly Total16660028203760043503018150180333166420 7:00 AM173200049021800295000057090116997:15 AM35420007713411004621100440600101377:30 AM54551001101352001564100152305201752467:45 AM35610160147700558020010121250138163Hourly Total109185201296313746011861923012446192031396458:00 AM1264100771278003650000580903171358:15 AM97100080153400581030141613803551978:30 AM96420075143910543100041914301631968:45 AM147150190056110067100021110140225183Hourly Total442708013223179321021510130314542104091607119:00 AM123730152145500513110251111701291379:15 AM14599008204970056412037601902251709:30 AM154760068149600568130012601700231599:45 AM1258701770467005330100470180325159Hourly Total5320125022792189250021618370528301710610262510:00 AM1958510830479005660000615011012617110:15 AM1550601710497005642003612220003416710:30 AM19586008306110017161000715114023019110:45 AM20652008716870076700007201210142212Hourly Total7323119113241225330125923300326624660413274111:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Hourly Total7028332003852267590032822250029542870314388512:00 PM2069800972821600100931001313027054025012:15 PM297214111161711200841121001415031034626012:30 PM1389300105170110082821011111229014224012:45 PM20889101182771300928220012221260149271Hourly Total823183421436630052003583695015061311301017710211:00 PM1971800980831300966100171002500352361:15 PM1875420991689007890200111502000352231:30 PM2069700961669007682002101521703342161:45 PM33727001120581600748110110143241142238Hourly Total902872620405227547003243143043854586141469132:00 PM41636101111712000924210071143900542642:15 PM2087400111071130084155200222326202873042:30 PM168111001080757008282001101523200492492:45 PM2287800117370130086305008251390065276Hourly Total99318291044742875300344309801477491720225510933:00 PM16961000122179120092116000172515001763073:15 PM28785011111911400106511007924103522763:30 PM276613031062881300103131000141814102602833:45 PM20821010113110722001309210012142220138293Hourly Total913223814452536561004313810200506661540722611594:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Hourly Total1003785712536837880104674581003636261370220512715:00 PM2387110012121021400118142000161213301463015:15 PM2184110011621042200128702019194270050303421 5:30 PM369590014001051700122122202161713701553335:45 PM34664001042991700118701038211330355285Hourly Total114332350048164107000486404506496971300520612226:00 PM2383100011617280081160100172011600372516:15 PM18807001052751200895220091311600302336:30 PM1574610963738148590202111311700312236:45 PM206360189056400609130113170180235197Hourly Total763002911406627632143153938035063367021339047:00 PM146081083160401655210181102706381947:15 PM167052093267320747110091921800392157:30 PM13655008304741452503048801404221657:45 PM13479006914670054720019100120022154Hourly Total5624227303284220183524524550634482710101217288:00 PM15343025224270051611008601304191308:15 PM1032410474361014131002470702141068:30 PM13381005203110032301004301305161048:45 PM832100410212002310002110700873Hourly Total46136912192613011011471322041717040011574139:00 PM7291003702252029100001114016739:15 PM9233003512811031000000108009759:30 PM5211002721420018000010305038539:45 PM32700030083001110100210400548Hourly Total241005001293721130892010136121042824910:00 PM160007010400141000011020032510:15 PM47100121620092010031020032710:30 PM2400061410060000001000011310:45 PM1800090190001910000100000029Hourly Total82510034239700484010053040079411:00 PM0310040700070000000010011211:15 PM130004031004000000100001911:30 PM0510060610070000000000001311:45 PM1100021200030010011010028Hourly Total212200161182002100100120200442Grand Total116840493821318561265383564991345584016572044538798521451189230213010Approach %20.872.16.80.2--1.484.114.20.2--74.512.113.40.0--34.72.363.00.0---Total %9.031.12.90.1-43.10.529.55.00.1-35.03.10.50.60.0-4.16.10.411.20.0-17.7-Lights1124396237613-54756337446429-445839865720-5357815114041-223712705% Lights96.297.998.4100.0-97.696.997.698.9100.0-97.899.3100.0100.0--99.497.998.196.8100.0-97.297.7Buses271920-4812010-222000-280320-40112% Buses2.30.50.50.0-0.91.50.50.20.0-0.50.50.00.0--0.41.00.02.20.0-1.70.9Trucks165630-7515960-661000-191150-25167% Trucks1.41.40.80.0-1.31.51.50.90.0-1.40.20.00.0--0.21.11.91.00.0-1.11.3Bicycles on Road11210-1401200-120000-00000-026% Bicycles onRoad0.10.30.30.0-0.20.00.30.00.0-0.30.00.00.0--0.00.00.00.00.0-0.00.2Bicycles onCrosswalk----1-----4-----5-----18--% Bicycles onCrosswalk----5.6-----30.8-----11.4-----20.2--Pedestrians----17-----9-----39-----71--% Pedestrians----94.4-----69.2-----88.6-----79.8--422 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1832223740692840682225471010001883230241851404517811032080015190000000000089145152798189RTLUP4928 0 12 65 27 4824 Out 4558 0 12 66 22 4458 In 9486 0 24 131 49 9282 Total W 78th St [WB] R 649 0 0 6 1 642 T 3835 0 12 59 20 3744 L 65 0 0 1 1 63 U 9 0 0 0 0 9 P 13 13 0 0 0 0 49053510253255161010004995381037OutInTotalPrivate Driveway [NB]ULTRP0398657200200001000000000000440401657244W 78th St [EB]Total1103410215026011312In547548751405612Out55595475120570013000013U11242716101168L396219561204049T3762310382R00001818PTurning Movement Data Plot423 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Total70283320038522675900328222500295428703143885Approach %18.273.58.30.0--0.681.418.00.0--75.96.917.20.0--37.81.460.80.0---Total %7.932.03.60.0-43.50.230.26.70.0-37.12.50.20.60.0-3.36.10.29.80.0-16.2-PHF0.8330.7000.7270.000-0.8090.5000.8780.8190.000-0.8630.5500.5000.4170.000-0.5180.9000.2500.9060.000-0.9660.835Lights69278310-3782264560-32221250-28512860-139867% Lights98.698.296.9--98.2100.098.994.9--98.295.5100.0100.0--96.694.4100.098.9--97.298.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks1510-70330-61000-13010-418% Trucks1.41.83.1--1.80.01.15.1--1.84.50.00.0--3.45.60.01.1--2.82.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------------0.0--Pedestrians----0-----0-----0-----3--% Pedestrians----------------------100.0--424 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1271392660004480000001311432748625100000001030000000000038725403RTLUP342 0 0 8 0 334 Out 328 0 0 6 0 322 In 670 0 0 14 0 656 Total W 78th St [WB] R 59 0 0 3 0 56 T 267 0 0 3 0 264 L 2 0 0 0 0 2 U 0 0 0 0 0 0 P 0 0 0 0 0 0 352863000112000000362965OutInTotalPrivate Driveway [NB]ULTRP02125000000010000000000000022250W 78th St [EB]Total74901200761In3780700385Out3710500376000000U69010070L2780500283T31010032R000000PTurning Movement Peak Hour Data Plot (11:00 AM)425 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (4:00 PM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Total100378571253683788010467458100363626137022051271Approach %18.770.510.60.2--1.780.917.10.2--71.412.715.90.0--30.22.966.80.0---Total %7.929.74.50.1-42.20.629.76.30.1-36.73.50.60.80.0-5.04.90.510.80.0-16.1-PHF0.8060.8440.6790.250-0.8270.6670.9450.8000.250-0.9270.6250.6670.4170.000-0.7500.8610.7500.9510.000-0.9670.900Lights99371571-5288373801-462458100-636161350-2021255% Lights99.098.1100.0100.0-98.5100.098.7100.0100.0-98.9100.0100.0100.0--100.098.4100.098.5--98.598.7Buses0100-10200-20000-01010-25% Buses0.00.30.00.0-0.20.00.50.00.0-0.40.00.00.0--0.01.60.00.7--1.00.4Trucks1500-60200-20000-00010-19% Trucks1.01.30.00.0-1.10.00.50.00.0-0.40.00.00.0--0.00.00.00.7--0.50.7Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.20.00.30.00.0-0.20.00.00.0--0.00.00.00.0--0.00.2Bicycles onCrosswalk----1-----0-----0-----1--% Bicycles onCrosswalk----50.0-----------0.0-----50.0--Pedestrians----1-----0-----3-----1--% Pedestrians----50.0-----------100.0-----50.0--426 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 4:00 PMEnding At05/24/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal187202389022112000000188205393135661001010010000000000000213766202RTLUP451 0 1 5 2 443 Out 467 0 1 2 2 462 In 918 0 2 7 4 905 Total W 78th St [WB] R 80 0 0 0 0 80 T 378 0 1 2 2 373 L 8 0 0 0 0 8 U 1 0 0 0 0 1 P 0 0 0 0 0 0 71631340000000000007163134OutInTotalPrivate Driveway [NB]ULTRP0458100000000000000000000030458103W 78th St [EB]Total108249201097In5281610536Out5543310561100001U990100100L3711510378T57000057R000022PTurning Movement Peak Hour Data Plot (4:00 PM)427 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0510061100022020040000001212:15 AM0120030400042010030000001012:30 AM021003010001001001000000512:45 AM1200030100010020020000006Hourly Total110400151700084060010000000331:00 AM00000000000010000100000011:15 AM01000111000230000300000061:30 AM00020202000211000200000061:45 AM0100010000000000000000001Hourly Total020204130004510006000000142:00 AM00000000000010100200000022:15 AM00000000000010100200000022:30 AM01000100000010000100000022:45 AM0110020000001000010000003Hourly Total02100300000040200600000093:00 AM00000002000231100500000073:15 AM00200210000100000000000033:30 AM01200301000120000202001283:45 AM0210030100014010050000009Hourly Total0350081400059120012020012274:00 AM00300300000000000000000034:15 AM11100300000000000000000034:30 AM01100241000510000110000194:45 AM05300821000310000100001012Hourly Total1780016620008200002100011275:00 AM1450010320005300003000000185:15 AM0550010220004212005200002215:30 AM1540010320005200012040024215:45 AM08100018560001162100900004038Hourly Total22224004813120002513330119240066986:00 AM08130021260008421007032025416:15 AM1121201253500086150012030003486:30 AM0192401436100001610050115121014786:45 AM0272200496220002820390032011012111Hourly Total16671021381743000604062001661940414278428 7:00 AM130410172826000342031700400010011477:15 AM352350090933000421332701430430071827:30 AM56648001193458200942243700632320072837:45 AM34559001072554000793411200065223027258Hourly Total12193183013887617120024989211010121149902228708:00 AM3513400881131100433221800520030331868:15 AM463372010631580008927727006114505102668:30 AM24746009517661008440131300663150792548:45 AM8675410130184730068407240071123016275Hourly Total1722817130419772025002841392982002505716016289819:00 AM63648019013475006547714006834603132369:15 AM65552201152150100723952202663410182619:30 AM6423440862344300703982701740620282389:45 AM106250101231552102684771703713610010272Hourly Total2819518471414721931002275172278006279920100639100710:00 AM55839101031945101654511250081262011025910:15 AM8593240103205320075439140166258001525910:30 AM4483830932158100804811210180179021727010:45 AM1161373011231643009845928008201350218310Hourly Total2822614611041191220701318181408802309531240560109811:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Hourly Total44269230132556121243110037526635101014021428440686141912:00 PM13866130163397250211677121800107357021540112:15 PM98068511623382100116739300011211213042641612:30 PM1377686016427752001045662400863125002037412:45 PM1290604016642605011077816270112126130121415Hourly Total47333257181655141289130344328443990142693538078216061:00 PM666555013235766021177773504119171300213891:15 PM665655014125714001007582701110271500243751:30 PM12726830155187040092531118028248503173461:45 PM12784460140237100094621534001111630010355Hourly Total362812321905681012881402403267411140742282836037214652:00 PM966478013030794011137464500125461101213892:15 PM572633014349982011496710340011158303164192:30 PM670556013736791001166111370110934900163782:45 PM6773640123407630011977434021156990024381Hourly Total2628520121053315533210024972793115003460182732047715673:00 PM879562114541903001346793200108671000234103:15 PM469658114638101200141711136001186191401394443:30 PM871648015144931001387813340012517402124263:45 PM6777083161431042001498983400131032025446Hourly Total262962552656031663888005623054113600482133630057917264:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM489773317340892001317874300128210802204524:45 PM882656016145993001476542700961660013417Hourly Total283832671846961663811303560308321500149083333057418205:00 PM77346110137449920014582113700130371002204325:15 PM8776090154311043001388816400014447100221457429 5:30 PM12105672518633115401152827300411934803154725:45 PM38170421583991602136741229001151690316425Hourly Total30336243267635147409150357132646136045081124370107217866:00 PM5647561150267700010364742001132330083746:15 PM5805410014927671019579423001061030043546:30 PM472686015019781009872727031061030043586:45 PM26065101282161100836032700902350010311Hourly Total162762622315779328330137927521119034156614002613977:00 PM256523111328660009454424008219406143037:15 PM17446411252071200935221802721530392997:30 PM45345101031944300664002201622020042357:45 PM258492011119490026841312005611010012247Hourly Total9241192102452862305023211879760327252410093910848:00 PM142410084124510058442100056011102122108:15 PM2303120651532000474121402570160071768:30 PM243242071113410046233901350030031558:45 PM02416004082100029302190151030003123Hourly Total5139112402604613220018013895204199052002256649:00 PM02727005491800027282802381110031229:15 PM02513013863100137201800290100311059:30 PM0191430366120001815190025002022819:45 PM025902344900013903001201001160Hourly Total0966333162257000195724280210413306736810:00 PM0670213580001355000100310044010:15 PM0840012280001080400120100013510:30 PM15500111220054110060010012310:45 PM07300104160002030200500000035Hourly Total1261902461234200482067003304200613311:00 PM0270094500095020070100012611:15 PM02400600000080200100010011711:30 PM0330062400062030050000001711:45 PM01200303000350100602300517Hourly Total08160024612000182008002803400777Grand Total3583923314620431763116203948120020568834054461560040541112033836609882419554Approach %4.751.441.22.7--28.569.42.10.0--62.98.228.80.0--14.641.044.40.0---Total %1.820.116.11.0-39.08.320.20.60.0-29.117.42.38.00.0-27.70.61.71.90.0-4.2-Lights35638273091204-7478158738541180-5559335543915250-53191203343560-81019166% Lights99.497.698.3100.0-98.098.097.698.3--97.798.598.497.8--98.3100.098.897.3--98.398.0Buses02750-32262500-5131150-190000-0102% Buses0.00.70.20.0-0.41.60.60.0--0.90.10.21.0--0.40.00.00.0--0.00.5Trucks254490-10576010-68475200-720450-9254% Trucks0.61.41.60.0-1.40.41.50.8--1.21.41.11.3--1.30.01.21.4--1.11.3Bicycles on Road01510-160910-100100-10050-532% Bicycles onRoad0.00.40.00.0-0.20.00.20.8--0.20.00.20.0--0.00.00.01.4--0.60.2Bicycles onCrosswalk----12-----7-----9-----18--% Bicycles onCrosswalk----38.7-----35.0-----22.5-----18.4--Pedestrians----19-----13-----31-----80--% Pedestrians----61.3-----65.0-----77.5-----81.6--430 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal91381017231018917257000924824174835633412000000005400050000000098366338120098RTLUP5603 0 15 74 42 5472 Out 5688 0 10 68 51 5559 In 11291 0 25 142 93 11031 Total W 78th St [WB] R 120 0 1 1 0 118 T 3948 0 9 60 25 3854 L 1620 0 0 7 26 1587 U 0 0 0 0 0 0 P 20 20 0 0 0 0 501253191033131195060721321120005104541110515OutInTotalMarket Blvd [NB]ULTRP033554391525003115004752000010000004003405446156040W 78th St [EB]Total152476021730015554In7478321051607631Out77692811214079232040000204U3560200358L382727541503923T3091549103146R00003131PTurning Movement Data Plot431 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Total442692301325561212431100375266351010140214284406861419Approach %7.948.441.42.3--32.364.82.90.0--66.28.725.10.0--16.332.651.20.0---Total %3.119.016.20.9-39.28.517.10.80.0-26.418.72.57.10.0-28.31.02.03.10.0-6.1-PHF0.6470.7640.8210.813-0.8220.8640.7890.4580.000-0.8450.9240.7950.9020.000-0.9310.5830.6360.7330.000-0.7680.898Lights4426322713-547121238110-37026335980-3961428440-861399% Lights100.097.898.7100.0-98.4100.097.9100.0--98.798.9100.097.0--98.5100.0100.0100.0--100.098.6Buses0000-00000-00000-00000-00% Buses0.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0530-80500-53030-60000-019% Trucks0.01.91.30.0-1.40.02.10.0--1.31.10.03.0--1.50.00.00.0--0.01.3Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----1-----0-----0-----2--% Bicycles onCrosswalk----50.0-----------0.0-----33.3--Pedestrians----1-----0-----1-----4--% Pedestrians----50.0-----------100.0-----66.7--432 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal90861760000000000009086176442814000000000000000000000644281406RTLUP384 0 1 8 0 375 Out 375 0 0 5 0 370 In 759 0 1 13 0 745 Total W 78th St [WB] R 11 0 0 0 0 11 T 243 0 0 5 0 238 L 121 0 0 0 0 121 U 0 0 0 0 0 0 P 0 0 0 0 0 0 376396772000369000000379402781OutInTotalMarket Blvd [NB]ULTRP026335980000000303000000000010266351011W 78th St [EB]Total1105016101122In5470810556Out558080056613000013U44000044L2630510269T2270300230R000022PTurning Movement Peak Hour Data Plot (11:00 AM)433 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM67770831614310420014989834001310320254464:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM48977331734089200131787430012821080220452Total26378272207696164386120356233236157015257302907661849Approach %3.754.339.12.9--29.268.72.10.0--63.26.929.90.0--10.645.543.90.0---Total %1.420.414.71.1-37.68.920.90.60.0-30.418.01.98.50.0-28.40.41.61.60.0-3.6-PHF0.7220.8920.8830.625-0.9410.9110.9280.5000.000-0.9430.9330.7500.8720.000-0.9510.4380.6820.7250.000-0.6600.953Lights2636927020-685161382110-554330361550-521730290-661826% Lights100.097.699.3100.0-98.498.299.091.7--98.699.4100.098.7--99.2100.0100.0100.0--100.098.8Buses0200-22000-20000-00000-04% Buses0.00.50.00.0-0.31.20.00.0--0.40.00.00.0--0.00.00.00.0--0.00.2Trucks0620-81310-52020-40000-017% Trucks0.01.60.70.0-1.10.60.88.3--0.90.60.01.3--0.80.00.00.0--0.00.9Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.10.00.30.0--0.20.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----2-----1-----0-----2--% Bicycles onCrosswalk----28.6-----33.3-----0.0-----28.6--Pedestrians----5-----2-----1-----5--% Pedestrians----71.4-----66.7-----100.0-----71.4--434 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal736613900010100000074661402930700000000000000000000072930707RTLUP542 0 1 8 2 531 Out 562 0 1 5 2 554 In 1104 0 2 13 4 1085 Total W 78th St [WB] R 12 0 0 1 0 11 T 386 0 1 3 0 382 L 164 0 0 1 2 161 U 0 0 0 0 0 0 P 3 3 0 0 0 0 461521982202347000000466525991OutInTotalMarket Blvd [NB]ULTRP0330361550000000202000000000010332361571W 78th St [EB]Total1446213201463In6852810696Out761051076720000020U26000026L3692610378T2700200272R000077PTurning Movement Peak Hour Data Plot (3:45 PM)435 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 C.Proposed Development Site Plan 15 436 ACCESS EASEMENTUTILITY EASEMENTCHANHASSEN CINEMAHIGH TIMBER LOUNGECOUNTRY INN AND SUITESUTILITY EASEMENTSUTILITY EASEMENTPUBLIC RIGHT OF WAYACCESS DRIVESHOPPING CENTERVENUE APARTMENTS(6 STORIES)ALDI(1 STORY)CHANHASSEN STATIONCHANHASSEN DINNER THEATERSMARKET BLVDW 78TH STMARKET STLAREDO DRJIMMY JOHNSSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 8:07:41 PMA.01EXISTING CONDITIONS SITEPLANProject NumberAuthorChecker08/14/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MNLAND USEAPPLICATION1/19/2024No. Description Date 437 VENUE APARTMENTS (6 STORIES) ALDI (1 STORY) CHANHASSEN STATION CHANHASSEN DINNER THEATERS 974 977 964 960 973 ROOFROOFMARKET BLVDW 78TH ST MARKET ST PET EXERCISE PROPOSED CURB LOCATION EXISTING CURB LOCATION AREA WELL FOR MECH EXHAUST 971 972 976 RETAINING WALL 964 6 STORY BUILDING 5 STORY BUILDING COURTYARD AT LEVEL 2 COURTYARD AT LEVEL 2 5 STORY BUILDINGLAREDO DRJIMMY JOHNS FUTURE LOREDO DRIVE EXTENSION6,669 SF AMENITY 1,448 SF RETAIL 1,581 SF RETAIL PROPERTY LINE PROPOSED 10' D&U EASEMENT 5 STORIES 5 STORIES 5 STORIES 1 STORY 2 STORIES Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 3:23:32 PMA.02 DISTRICT SITE PLAN Project Number Author Checker 05/02/23 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION 1/19/2024 No. Description Date OVERALL BUILDING METRICS 438 ROOFROOFPET EXERCISEPROPOSED CURB LOCATIONEXISTING CURB LOCATIONAREA WELL FOR MECH EXHAUSTRETAINING WALLFUTURE LOREDO DRIVE EXTENSIONVENUE APARTMENTS(6 STORIES)ALDI(1 STORY)CHANHASSEN STATIONCHANHASSEN DINNER THEATERSMARKET BLVDW 78TH STMARKET STLAREDO DRJIMMY JOHNSRESTAURANTLOBBYRETAILRETAILRESIDENTIAL (TOWNHOMES)GUEST/CUSTOMER PARKINGRESIDENT PARKINGLOBBYRETAILGUEST/CUSTOMER PARKINGTERRACEPROPERTY LINEPROPOSED 10' D&U EASEMENTRETAILSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 8:08:13 PMA.03DISTRICT STREET LEVELPLANProject NumberAuthorChecker01/16/24Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MNLAND USEAPPLICATION1/19/2024No. Description Date 439 974 27,315 SF RETAIL/GUEST PARKING 3,981 SF RETAIL W 78TH ST 1,854 SF RETAIL4,453 SF RESTAURANT PATIO 964' 975' 976' 3,057 SF LOBBY / LEASING 1,063 SF TRASH 975 976 977 977 974 972 977'-0" 101'-0" 971 980'-0"980'-0"3.23%3.23%977'-0"977'-0" 977'-0" [No Slope] [No Slope] FOUNDATION WALL BELOW 1,565 SF RETAIL 972 100'-0"100'-0"5.00%976'-0"976'-0" ELECTRICAL TRANSFORMERS PROPOSED CURB LOCATION EXISTING CURB LOCATION 10' - 2"16' - 11"15' - 3"12' - 9"10' - 7"16' - 4"14' - 11"EMERGENCY GENERATOR 976'-0" 18,121 SF RESIDENT PARKING1,554 SF 9' - 0" 9' - 0" 9' - 0"18' - 0" 26' - 0" 18' - 0" 9' - 0" 9' - 0" 9' - 0"18' - 0"PROPERTY LINE PROPOSED 10' D&U EASEMENT 1 BR + D 2 BR 1 BR + D 2 BR 1,554 SF 3,463 SF RESIDENTIAL 5,232 SF AMENITY 1,323 SF AMENITY POOL ACTIVE AMENITY TERRACE 9' - 8"6' - 10"25' - 2"8' - 4"8' - 4" 3' - 4"14' - 10"9,672 SF RESIDENTIAL 6,772 SF 15,403 SF RESIDENTIAL 8,256 SF RESIDENTIAL 1 BR + D 2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR1 BR1 BR1 BR 1 BR 3 BR 1 BR + D 1 BR STUDIOSTUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 1 BR 3 BR 2 BR 1 BR + D31' - 10"31' - 10"2 BR 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR1 BR1 BR1 BR 1 BR 3 BR 1 BR + D 1 BR STUDIOSTUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 1 BR 1 BR + D 3 BR 2 BR 1 BR 2 BR 2 BR 1 BR 2 BR 1 BR + D 2 BR 6,469 SF 14,336 SF RESIDENTIAL 15,403 SF RESIDENTIAL 9,801 SF RESIDENTIAL7' - 10"SKY DECK 1,166 SF AMENITY 1 BR + D 1 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 2 BR1 BR1 BR1 BR 1 BR 3 BR 1 BR + D 1 BR STUDIOSTUDIO 1 BR 1 BR STUDIO 2 BR 1 BR + D 2 BR 1 BR 7,245 SF RESIDENTIAL 6,847 SF RESIDENTIAL 15,403 SF RESIDENTIAL 5,514 SF 28' - 8"9' - 8"10' - 10"50,227 SF PARKING RETAIL ABOVE (UNEXCAVATED) MOVE IN3.87%5.94%5.56%93'-4" 93'-4"3.87%5.95% PERIMETER OF BUILDING ABOVE ELEC 18' - 0"26' - 0"18' - 0"9' - 0" 9' - 0" 9' - 0" 27' - 0" 26' - 8"26' - 0"LOWER LEVEL OF 2-STORY TOWNHOME LOWER LEVEL OF 2-STORY TOWNHOME 1,441 SF RESIDENTIAL 38,423 SF PARKING 3.23%3.23%5.56%82'-2" 79'-8" GARAGE MUA GARAGE EXHAUST18' - 0" 26' - 0" 9' - 0" 9' - 0" 9' - 0" Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 2:14:14 PMA.10 WEST BUILDING - FLOOR PLANS Project Number Author Checker 12/01/23 Market Blvd & W 78th St Market Blvd & W 78th St Chanhassen, MN LAND USE APPLICATION 1/19/2024 1/32" = 1'-0"A.10 1 STREET LEVEL PLAN 1/32" = 1'-0"A.10 2 LEVEL 2 PLAN 1/32" = 1'-0"A.10 3 TYPICAL UPPER LEVEL FLOOR PLAN 1/32" = 1'-0"A.10 4 LEVEL 6 PLAN 1/32" = 1'-0"A.10 5 MINUS 1 LEVEL 1/32" = 1'-0"A.10 6 MINUS 2 LEVEL 1/32" = 1'-0"A.10 7 ROOF LEVEL No. Description Date WEST BUILDING UNIT MATRIX 440 11'3456789111314BCDEFGF.5HJA.11211.32.5AA.297496427,229 SFRETAIL/GUEST PARKING3,981 SFRETAILMARKET BLVDW 78TH ST1,854 SFRETAIL4,453 SFRESTAURANTJIMMY JOHN'SFUTURE LAREDO STREET EXTENSION2BR/2.5BA TOWNHOME(1490 SF)PATIO3,057 SFLOBBY / LEASING1,063 SFTRASH975976977977974972977.00'101'-0"971980.00'980.00'3.23%3.23%3.23%977.00'977.00'[No Slope][No Slope]FOUNDATION WALL BELOW1,565 SFRETAIL972968100'-0"100'-0"5.00%976.00'976.00'GARAGE EXHAUST AREA WELLPROPOSED CURB LOCATIONEXISTING CURB LOCATION10' - 2"10' - 2"10' - 2"10' - 2"16' - 11"16' - 11"16' - 11"16' - 11"15' - 3"15' - 3"15' - 3"15' - 3"12' - 9"12' - 9"12' - 9"12' - 9"10' - 7"10' - 7"10' - 7"10' - 7"16' - 4"16' - 4"16' - 4"16' - 4"14' - 11"14' - 11"14' - 11"14' - 11"2A.151A.151.32BUILDING PERIMETER ABOVEGARAGE MAKE UP AIR INTAKE LOUVERTRASH ROOMBELOW-GRADE STORMWATER STRUCTURESELECTRICAL TRANSFORMERSEMERGENCY GENERATORMOVE IN ROUTE100'-0"98'-0"974.00'2BR WALK-UP(1015 SF)20' - 8"20' - 8"20' - 8"20' - 8"976PROPERTY LINEPROPOSED 10' D&U EASEMENT2BR/2.5BA TOWNHOME(1490 SF)2BR WALK-UP(1015 SF)977.00'977.00'TYPICAL BAYTYPICAL BAYTYPICAL BAYTYPICAL BAY29' - 0"29' - 0"29' - 0"29' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"27' - 0"27' - 0"27' - 0"27' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"16' - 0"16' - 0"16' - 0"16' - 0"PARKING STALLPARKING STALLPARKING STALLPARKING STALL18' - 0"18' - 0"18' - 0"18' - 0"DRIVE AISLEDRIVE AISLEDRIVE AISLEDRIVE AISLE26' - 0"26' - 0"26' - 0"26' - 0"10' - 0"10' - 0"10' - 0"10' - 0"SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 8:08:33 PMA.11WEST BUILDING - STREETLEVEL PLAN ENLARGEDProject NumberAuthorChecker05/19/23Market Blvd & W 78th StMarket Blvd & W78th StChanhassen, MNLAND USEAPPLICATION1/19/2024DOWNTONW MIXED USE CHARACTERHIGH QUALITY ARCHITECTURE WITH GROUND LEVEL RETAIL ALONG WEST 78TH STREET, UPPER LEVEL RESIDENTIAL OR OFFICE, BUILDINGS TOWARDS THE STREET, PARKING IN THE REAR, PEDESTRIAN FOCUSED.SEC 20-732 PERMITTED USESWHEN A MULTI-FAMILY HOUSING USE HAS FRONTAGE ON WEST 78TH STREET, A PORTION OF THE BUILDING SHALL INCORPORATE A RESTAURANT, ENTERTAINMENT, COMMERCIAL SERVICE, COMMERCIAL RETAIL, BREWERY, BREW PUB, OR MICRODISTILLERY USE.SEC 20-736 LOT REQUIREMENTSNO MINIMUM LOT AREA, FRONTAGE, OR DEPTHNO MAXIMUM LOT COVERAGESEC 20-737 SETBACK AND HEIGHT RESTRICTIONSFRONT YARD BUILD TO ZONE: 0' -15No. Description Date 441 DNFUTURE LAREDO STREET EXTENSION2,353 SF TERRACE 6,669 SF AMENITY 974' 1,448 SF RETAIL 4,265 SFTERRACE2,313 SFTERRACE976.00' 100'-0" 962.00 961.00 961.00 SLOPE SLOPE EARTH TO MATCH STEPS 960.00 103'-4" 100'-0" 100'-0" 103'-4" 103'-4" 3,061 SF 16,952 SF RESIDENTIAL 1,581 SF RETAIL 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR 3 BR 2 BR 24,831 SF RESIDENTIAL 1,918 SF TERRACE 3 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 3,218 SF 24,850 SF RESIDENTIAL 3,193 SF 3 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 29,426 SF PARKING VENUE APARTMENTS PARKING 3,279 SF RESIDENTIAL 678 SF TRASH/REC 30' - 0" 31' - 0" 28' - 0" 895 SF 963'-0" 963'-0" 963'-0" 964'-8"3.79%964'-8" 962.00 961.00 963'-0" 963'-0" 961.00 1:12 963'-0" 962'-0" 962'-0" 2 BR 1 BR STUDIO 1 BR 23,413 SF RESIDENTIAL 3,408 SF 640 SF AMENITY 577 SF TERRACE 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR 2 BR 2 BR 2 BR 2 BR 1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO STUDIO1 BR 2 BR 1 BR 1 BR 1 BR 2 BR STUDIO 1 BR 1 BR STUDIO 2 BR 3 BR 2 BR RoomRoomRoom 1/32" = 1'-0"A.20 3 LEVEL 2 PLAN (LUA) Signature Typed or Printed Name License #Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 1/21/2024 2:45:52 PMA.20 EAST BUILDING - FLOOR PLANS Project Number Author Checker 12/07/23 Market Blvd & W 78th St - East Building Market Blvd & W 78th St -East Building Chanhassen, MN Project Status 1/32" = 1'-0"A.20 1 MINUS 1 LEVEL (LUA) 1/32" = 1'-0"A.20 4 TYPICAL UPPER LEVEL 3-4 PLAN (LUA) 1/32" = 1'-0"A.20 6 ROOF PLAN No. Description Date 1/32" = 1'-0"A.20 2 STREET LEVEL PLAN (LUA) EAST BUILDING UNIT MATRIX 1/32" = 1'-0"A.20 5 LEVEL 5 442 16,952 SFRESIDENTIAL2,353 SFTERRACE6,669 SFAMENITY974'1,448 SFRETAIL4,265 SFTERRACE2,313 SFTERRACE979.33'103'-4"976.00'100'-0"3BR1438962.00961.00961.00SLOPESLOPE EARTH TO MATCH STEPS960.00103'-4"100'-0"100'-0"103'-4"103'-4"100'-0"1,581 SFRETAILSignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota1/19/2024 7:46:26 PMA.21EAST BUILDING - STREETLEVEL PLAN ENLARGEDProject NumberAuthorChecker12/07/23Market Blvd & W 78th St -East BuildingMarket Blvd & W78th St -EastBuildingChanhassen, MNProject Status1/16" = 1'-0"A.211STREET LEVEL PLAN (LUA)No. Description Date 443 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 D.Market Boulevard Corridor Plans 16 444 993 982 989 989 986 985 984 983 989 987 988 990 991 986 985 984 983 981 980979 980 981 980 976 977 978 979 982.5 FFE CB 981.9 982 982 981 983 984 985 986 987 988 989 3.5% 982.5 985 LIBRARY DROP OFF CITY HALL SKATING RINK PARK PAVILLION SPLASH FOUNTAINPLAYGROUND VETERAN'S MEMORIAL STAGE SEATING SURFACE PARKING PARALLEL PARKINGS S S S S S S S S S S S S S S S NO PARKINGNO PARKING10' BLVD6' TRAIL16' THRU9' MEDIAN12' THRU12' R TURN5' BLVD10' TRAIL11' L TURN12' THRU13' THRU7' TRAIL18' THRU18' THRU7' TRAIL15' BLVD6' TRAIL16' THRU16' THRU12' BLVD10' TRAIL15' BLVD6' TRAIL16' THRU21' MEDIAN16' THRU10' TRAIL6' BLVD6' TRAIL12' R TURN13' L TURN4' MEDIAN16' THRU8' BLVD10' TRAIL9' BLVD6' TRA IL16' THRU4' MED IAN13' L TURN11' THRU12' R TURN7' BLVD6 ' TRA IL 16 ' THRU 18 ' CLEAR 16 ' THRU9' BLVD 1 0 ' TRA I L 1 0 ' B L V D 6' T R A I L 1 6 ' T H R U 1 8 ' M E D I A N 1 6 ' T H R U 9' B L V D 1 0 ' T R A I L 6' B L VD 6' TRA I L 1 2 ' THRU 1 1 ' THRU 6' MED I AN 1 6 ' T H R U 1 2 ' B L V D10' TRAIL6' BLVD6' TRAIL12' THRU11' THRU6' MED IAN12' THRU12' THRU4' BLVD10' TRA IL16' MEDIAN12' THRU10' TRA IL 1 2 ' L TURN 12' L TURN12' L TURN12' R TURN8' BLVDSTORM WATER TREATMENT BASIN LEGEND ROADWAY PAVEMENT GRASS BOULEVARD SIDEWALK OR BITUMINOUS TRAIL CURB & GUTTER STORM WATER RETENTION BASIN PROJECT LAYOUT February 2024 MARKET BOULEVARD IMPROVEMENTS 445 Chanhassen Apartments – Chanhassen, MN Traffic Impact Analysis │ March 2024 E.SimTraffic and Rodel Analysis 17 446 SimTraffic Performance Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.3 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1 Total Del/Veh (s)9.2 9.8 3.7 8.9 5.0 2.6 18.1 13.6 5.9 13.8 14.7 3.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)8.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)8.7 3.4 8.6 8.1 2.9 0.6 0.2 3.3 0.8 0.5 1.3 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)10.2 3.6 6.8 2.9 3.4 1.4 1.1 4.1 0.4 0.2 1.2 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.1 3.8 0.2 0.4 Total Del/Veh (s)7.7 4.8 3.1 5.2 5.0 2.0 24.9 15.7 6.3 25.1 18.4 5.3 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.2 Total Del/Veh (s)5.8 2.7 6.8 3.5 2.5 0.5 0.3 3.5 1.3 1.1 1.7 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)7.2 447 Queuing and Blocking Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft) 41 145 104 105 99 86 160 112 31 52 Average Queue (ft)7 64 43 42 25 29 64 43 3 17 95th Queue (ft)28 118 78 84 66 67 127 87 17 44 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 7 1 0 0 Queuing Penalty (veh) 0 1 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB SB SB Directions Served LT R LTR LT LT R Maximum Queue (ft) 44 27 39 34 45 8 Average Queue (ft)17 9 12 3 3 0 95th Queue (ft)40 28 37 19 23 4 Link Distance (ft)288 148 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft) 33 45 62 4 80 Average Queue (ft)8 16 10 0 5 95th Queue (ft)30 43 44 3 34 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 448 Queuing and Blocking Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 3 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 98 135 24 93 70 61 105 132 Average Queue (ft)25 39 2 26 27 21 38 48 95th Queue (ft)68 101 13 70 64 52 76 91 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 2 0 2 1 Queuing Penalty (veh) 0 2 0 2 1 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft) 38 35 69 27 6 26 Average Queue (ft)13 11 23 2 0 3 95th Queue (ft)36 31 52 13 4 15 Link Distance (ft)308 164 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) 449 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 0.1 0.2 Total Del/Veh (s)11.8 15.3 4.7 14.2 9.9 6.3 29.0 16.9 8.2 18.7 19.6 7.2 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)14.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.4 3.8 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.5 16.1 6.4 18.5 25.4 8.2 5.3 2.0 0.3 4.7 1.4 0.7 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)4.1 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.8 23.0 4.9 17.8 8.2 6.4 2.8 1.3 5.6 0.8 0.5 3.0 SimTraffic Performance Report Existing (2023) PM Peak Hour 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.8 0.4 0.3 Total Del/Veh (s)9.4 6.0 3.8 7.6 6.0 3.5 25.4 32.6 14.7 28.0 22.2 6.4 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)8.1 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)7.8 3.3 10.0 12.6 4.7 2.7 0.3 0.2 4.1 1.1 0.9 1.5 450 Queuing and Blocking Report Existing (2023) PM Peak Hour 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft) 121 222 96 130 117 165 293 144 31 94 Average Queue (ft)21 108 48 61 55 66 151 60 5 33 95th Queue (ft)69 184 82 101 105 123 255 113 23 73 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%)0 Queuing Penalty (veh)1 Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 19 5 4 1 Queuing Penalty (veh) 1 6 10 6 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR LT TR LT R Maximum Queue (ft) 95 91 74 132 31 66 18 Average Queue (ft)39 39 30 36 1 10 1 95th Queue (ft)73 72 60 99 23 41 10 Link Distance (ft)288 148 219 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%)0 0 Queuing Penalty (veh) 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft) 86 67 189 118 64 Average Queue (ft)39 30 52 7 7 95th Queue (ft)71 56 125 61 35 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 451 Queuing and Blocking Report Existing (2023) PM Peak Hour 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 3 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 94 168 30 135 125 99 89 122 Average Queue (ft)29 57 5 56 56 42 39 49 95th Queue (ft)69 138 23 113 108 79 72 87 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 3 2 2 2 Queuing Penalty (veh) 1 3 0 3 1 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB Directions Served LT R LTR L L Maximum Queue (ft) 27 37 79 32 30 Average Queue (ft)7 16 28 4 6 95th Queue (ft)25 37 53 21 24 Link Distance (ft)308 164 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) 452 SimTraffic Performance Report 2045 No-Build - AM Peak Hour 02/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.5 0.9 3.4 0.2 0.0 0.0 0.0 0.0 0.0 4.6 0.1 0.1 Total Del/Veh (s)10.1 10.7 4.3 10.0 6.7 2.2 19.6 12.7 4.4 21.6 13.5 3.4 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)1.0 Total Del/Veh (s)8.9 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 3.6 0.5 3.5 0.0 0.0 0.0 0.6 Total Del/Veh (s)3.4 3.2 3.1 0.3 0.2 2.8 0.3 0.2 0.6 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.9 0.6 0.4 Total Del/Veh (s)8.4 5.3 3.6 10.5 6.3 2.1 21.4 19.8 5.9 23.6 23.0 5.7 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)7.8 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)9.2 3.3 6.9 3.3 3.0 0.2 0.2 3.6 1.0 1.0 1.7 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)88.2 453 Queuing and Blocking Report 2045 No-Build - AM Peak Hour 02/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)55 178 131 102 132 24 141 42 68 29 36 Average Queue (ft)15 71 49 42 50 2 65 13 29 3 10 95th Queue (ft)43 136 85 79 103 13 118 34 55 17 28 Link Distance (ft)541 326 326 288 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 8 2 1 2 0 Queuing Penalty (veh)0 22 5 2 2 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB SB Directions Served R R L T R L R Maximum Queue (ft)20 68 47 4 4 47 4 Average Queue (ft)4 22 12 0 0 6 0 95th Queue (ft)16 53 39 3 3 29 3 Link Distance (ft)184 690 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)160 160 95 120 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)91 148 34 116 54 58 105 102 Average Queue (ft)28 42 3 44 15 21 41 52 95th Queue (ft)67 99 19 99 45 49 80 89 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 1 2 3 2 Queuing Penalty (veh)1 1 0 4 1 454 Queuing and Blocking Report 2045 No-Build - AM Peak Hour 02/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft)52 73 74 34 3 25 Average Queue (ft)20 27 28 7 0 4 95th Queue (ft)48 56 59 28 2 19 Link Distance (ft)315 168 517 517 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%)0 Queuing Penalty (veh)0 Zone Summary Zone wide Queuing Penalty: 39 455 Page 1 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 78 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 456 Page 2 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 78 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 299 50 366 947 0.3159 2 WB Market Square None 54 327 22 781 0.0691 3 SB Market Blvd None 368 76 305 950 0.3872 4 EB Market Square None 56 360 84 802 0.0698 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 5.37 5.37 1.47 A A 2 WB Market Square None 4.77 4.77 0.22 A A 3 SB Market Blvd None 6.05 6.05 1.93 A A 4 EB Market Square None 4.78 4.78 0.22 A A 457 Page 3 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 78 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 777 777 Capacity veh/hr 3480 3480 Average Delay sec/veh 5.61 5.61 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.21 1.21 458 SimTraffic Performance Report 2045 No-Build - PM Peak Hour 02/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.5 1.3 3.3 0.2 0.1 0.0 0.0 0.0 0.0 4.0 0.2 0.2 Total Del/Veh (s)19.3 22.1 8.8 21.6 15.9 2.6 38.9 18.4 9.8 22.6 18.5 7.1 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.8 Total Del/Veh (s)20.3 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 3.5 1.2 3.2 0.0 0.0 0.0 0.9 Total Del/Veh (s)6.3 11.6 6.7 2.1 0.5 6.6 1.0 0.6 2.6 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 1.1 0.1 0.0 0.4 0.1 0.2 3.8 0.5 0.4 Total Del/Veh (s)10.1 5.8 3.6 9.3 7.4 2.1 28.9 22.8 11.7 31.6 26.9 8.6 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)8.9 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.2 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)10.9 3.7 12.5 10.7 4.3 3.1 0.3 0.1 5.1 1.2 1.3 1.8 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)226.7 459 Queuing and Blocking Report 2045 No-Build - PM Peak Hour 02/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)124 430 165 174 322 19 225 336 116 26 88 Average Queue (ft)28 171 97 90 153 3 182 101 42 7 28 95th Queue (ft)77 321 182 174 286 13 258 319 88 25 66 Link Distance (ft)541 326 326 288 330 Upstream Blk Time (%)0 0 5 Queuing Penalty (veh)0 1 32 Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 29 5 7 19 16 0 2 Queuing Penalty (veh)3 97 20 34 34 34 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB Directions Served R R L T R L Maximum Queue (ft)77 53 108 117 4 46 Average Queue (ft)27 21 40 12 0 13 95th Queue (ft)50 43 88 96 0 40 Link Distance (ft)184 690 323 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft)160 160 95 Storage Blk Time (%)1 Queuing Penalty (veh)2 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)99 199 60 206 56 97 111 135 Average Queue (ft)33 56 5 89 23 43 45 53 95th Queue (ft)70 141 23 162 52 88 88 98 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)2 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 3 6 5 3 Queuing Penalty (veh)1 3 1 7 2 460 Queuing and Blocking Report 2045 No-Build - PM Peak Hour 02/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L TR Maximum Queue (ft)39 59 70 47 5 35 7 Average Queue (ft)14 31 32 13 0 7 0 95th Queue (ft)40 52 60 38 4 28 3 Link Distance (ft)315 168 517 517 1314 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 271 461 Page 1 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 79 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 462 Page 2 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 79 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 611 118 617 926 0.6596 2 WB Market Square None 106 668 61 631 0.1680 3 SB Market Blvd None 511 184 590 894 0.5719 4 EB Market Square None 241 494 201 728 0.3309 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 11.03 11.03 6.06 B B 2 WB Market Square None 6.86 6.86 0.87 A A 3 SB Market Blvd None 9.21 9.21 4.25 A A 4 EB Market Square None 7.35 7.35 1.77 A A 463 Page 3 of 3Report dated 19-Feb-2024 Rodel Version 1.96 Scheme: 2045 NB Run number 79 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1469 1469 Capacity veh/hr 3179 3179 Average Delay sec/veh 9.49 9.49 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 3.87 3.87 464 SimTraffic Performance Report 2045 Build - AM Peak Hour 03/07/2024 2045 Build - AM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.3 0.9 3.4 0.2 0.0 0.0 0.0 0.0 0.1 4.4 0.2 0.1 Total Del/Veh (s)9.2 11.3 4.7 11.2 6.2 2.2 21.0 15.5 5.7 21.0 16.2 4.3 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.9 Total Del/Veh (s)9.5 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 3.6 0.5 3.5 0.0 0.0 0.0 0.6 Total Del/Veh (s)4.8 3.4 3.5 0.4 0.2 3.5 0.9 0.8 1.0 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.0 0.2 0.2 0.0 0.0 0.8 0.2 0.3 3.7 0.3 0.4 Total Del/Veh (s)10.0 8.1 5.4 9.1 8.2 2.7 21.3 25.7 10.0 23.9 26.3 6.0 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)10.0 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)8.4 3.5 7.5 3.5 2.4 0.2 0.2 3.8 1.2 1.0 1.8 Total Zone Performance Denied Del/Veh (s)1.2 Total Del/Veh (s)100.8 465 Queuing and Blocking Report 2045 Build - AM Peak Hour 03/07/2024 2045 Build - AM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 66 211 162 150 153 19 156 60 83 29 43 Average Queue (ft)13 82 53 54 54 2 66 15 32 3 14 95th Queue (ft)46 155 108 103 114 12 121 43 64 17 35 Link Distance (ft)541 326 326 302 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 9 2 2 3 0 Queuing Penalty (veh) 0 23 6 6 4 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB SB Directions Served R R L L Maximum Queue (ft) 23 55 53 48 Average Queue (ft)3 18 11 8 95th Queue (ft)16 43 38 32 Link Distance (ft)184 690 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)160 95 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 98 218 50 131 80 109 94 131 Average Queue (ft)32 72 17 52 20 62 38 54 95th Queue (ft)74 160 45 107 55 108 75 99 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)5 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)1 5 2 2 2 Queuing Penalty (veh) 3 5 1 3 2 466 Queuing and Blocking Report 2045 Build - AM Peak Hour 03/07/2024 2045 Build - AM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft) 60 64 68 26 3 34 Average Queue (ft)24 31 29 4 0 5 95th Queue (ft)52 53 57 20 2 23 Link Distance (ft)315 168 517 517 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 54 467 Page 1 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 82 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 468 Page 2 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 82 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 332 50 420 947 0.3507 2 WB Market Square None 71 360 22 764 0.0930 3 SB Market Blvd None 405 93 338 941 0.4305 4 EB Market Square None 56 414 84 772 0.0726 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 5.65 5.65 1.73 A A 2 WB Market Square None 5.01 5.01 0.31 A A 3 SB Market Blvd None 6.57 6.57 2.34 A A 4 EB Market Square None 4.98 4.98 0.23 A A 469 Page 3 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 82 Project: Market Blvd2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 864 864 Capacity veh/hr 3423 3423 Average Delay sec/veh 5.99 5.99 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.44 1.44 470 SimTraffic Performance Report 2045 Build - PM Peak Hour 03/07/2024 2045 Build - PM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.2 1.3 3.3 0.1 0.1 0.0 0.0 0.0 0.0 4.2 0.2 0.2 Total Del/Veh (s)20.0 25.3 10.1 25.7 15.7 3.1 39.8 20.5 10.9 23.4 18.0 9.0 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.8 Total Del/Veh (s)21.6 8: Market Blvd & Market St Performance by movement Movement EBR WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.1 3.5 1.3 3.4 0.0 0.0 0.0 0.9 Total Del/Veh (s)6.8 16.8 7.1 3.0 0.9 6.4 1.0 0.9 3.2 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.6 0.1 0.0 1.1 1.2 0.7 3.8 0.4 0.4 Total Del/Veh (s)12.7 10.0 7.2 14.2 9.1 2.4 25.8 27.7 15.0 25.8 21.1 8.2 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)11.1 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.1 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)13.8 4.1 12.1 10.8 4.8 3.4 0.3 0.2 5.4 1.6 1.5 1.9 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)258.0 471 Queuing and Blocking Report 2045 Build - PM Peak Hour 03/07/2024 2045 Build - PM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 164 451 165 175 328 28 225 339 121 38 96 Average Queue (ft)32 199 113 97 151 3 180 118 47 9 29 95th Queue (ft)99 362 204 175 273 17 256 348 94 29 67 Link Distance (ft)541 326 326 288 330 Upstream Blk Time (%)0 0 6 Queuing Penalty (veh)0 2 37 Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 35 5 13 20 15 0 0 1 Queuing Penalty (veh) 2 118 20 62 41 39 0 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB SB Directions Served R R L T R L R Maximum Queue (ft) 64 59 104 127 52 60 13 Average Queue (ft)27 25 40 22 4 17 0 95th Queue (ft)53 51 93 134 49 48 6 Link Distance (ft)184 690 323 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft)160 160 95 120 Storage Blk Time (%)0 2 0 0 Queuing Penalty (veh)0 4 0 0 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 156 291 156 219 103 115 106 121 Average Queue (ft)41 98 37 95 28 72 41 52 95th Queue (ft)109 230 90 178 69 116 83 93 Link Distance (ft)326 1314 1314 87 310 Upstream Blk Time (%)0 8 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 8 0 8 3 3 Queuing Penalty (veh) 1 8 0 5 4 2 472 Queuing and Blocking Report 2045 Build - PM Peak Hour 03/07/2024 2045 Build - PM Peak Hour SimTraffic Report Page 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L TR Maximum Queue (ft) 43 65 77 48 3 40 2 Average Queue (ft)13 32 35 14 0 7 0 95th Queue (ft)39 54 63 40 2 28 2 Link Distance (ft)315 168 517 517 1314 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 347 473 Page 1 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 89 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 NB Market Blvd 0 0 12.00 1 14.00 1 150.00 66.00 30.00 2 WB Market Square 90 0 12.00 1 14.00 1 150.00 66.00 30.00 3 SB Market Blvd 180 0 12.00 1 14.00 1 150.00 66.00 30.00 4 EB Market Square 270 0 12.00 1 14.00 1 150.00 66.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 NB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 2 WB Market Square 110.00 15.00 1 14.00 1 12.00 1 3 SB Market Blvd 110.00 15.00 1 14.00 1 12.00 1 4 EB Market Square 110.00 15.00 1 14.00 1 12.00 1 Capacity Modifiers and Capacity Calibration (veh/hr) Leg Leg Names Entry Capacity Capacity + or - XWalk Factor Entry Calibration Intercept + or - Slope Factor Approach Road V (ft) Default Capacity Calib Capacity Exit Road V (ft) Default Capacity Calib Capacity 1 NB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 2 WB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 3 SB Market Blvd 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 4 EB Market Square 0 1.000 0 1.000 20.00 1792 0 12.00 1792 0 474 Page 2 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 89 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 NB Market Blvd None 653 118 653 926 0.7049 2 WB Market Square None 113 710 61 608 0.1860 3 SB Market Blvd None 540 191 632 890 0.6070 4 EB Market Square None 241 530 201 708 0.3402 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 NB Market Blvd None 12.67 12.67 7.58 B B 2 WB Market Square None 7.31 7.31 1.00 A A 3 SB Market Blvd None 10.07 10.07 4.99 B B 4 EB Market Square None 7.67 7.67 1.87 A A 475 Page 3 of 3Report dated 7-Mar-2024 Rodel Version 1.96 Scheme: 2045 Build - AM Peak Run number 89 Project: Market Blvd2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1547 1547 Capacity veh/hr 3132 3132 Average Delay sec/veh 10.59 10.59 L.O.S. (Signal)A – F B B L.O.S. (Unsig)A – F B B Total Delay veh.hrs 4.55 4.55 476 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES FEBRUARY 20, 2024 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Eric Maass, Planning Director; Erik Henricksen, Project Engineer, Rachel Arsenault, Associate Planner, Rachel Jeske, Planner, Samantha DiMaggio, Economic Development Manager. PUBLIC PRESENT: Nick Asta, Roers Companies 2 Carlson Parkway, Plymouth Bob Loken, ESG Architects 500 Washington Ave S, Minneapolis Marty Schutrop 540 Lakota Lane Paul Theis 6020 White Dove Circle Thomas Wilmer 517 Del Rio Drive Mark Frisbie 7460 Longview Circle Andrew Klinkner 7606 Kiowa Avenue Debbie Lloyd 7302 Laredo Drive Mark Engebretson 7605 Iroquois Street Ann Jeske 506 West 76th Street Judy Harder 541 W 78th Street Connie Hatton 8018 Eric Avenue Leah Olson 2034 Stone Creek Drive Liz Williams 7611 Kiowa Avenue Jim Gunville 7608 Kiowa Avenue Joan (Joanie) Demeter 8203 Marsh Drive Janet Paulson 7305 Laredo Drive Charlie Littfin 7609 Laredo Drive Linda Paulson 7603 Frontier Trail PUBLIC HEARINGS: 1. PROPOSED PRELIMINARY PLAT, SITE PLAN, AND VARIANCE REQUEST FOR MARKET STREET ADDITION; REDEVELOPMENT OF THE CHANHASSEN CINEMA AND HOTEL (PLANNING CASE 24-01) 477 Planning Commission Minutes – February 20, 2024 2 Eric Maass, Planning Director, gave a summary of the staff report, noting the applicant is requesting preliminary plat, site plan, and a variance to the build to zone for the construction of two mixed use buildings totaling 310 market-rate apartment units and approximately 14,882 square feet of leasable commercial space. Mr. Maass explained that Roers Companies has applied to redevelop approximately four acres of property near the intersection of West 78th Street and Market Boulevard. The four acres proposed consist of the Country Inn & Suites and the now-closed Chanhassen Cinema. The plans submitted for the redevelopment include two buildings, which would include about 14,000 square feet of first-floor commercial space to be used for restaurants, retail, or additional commercial services. Mr. Maass noted the upper stories would consist of approximately 310 market-rate apartments and amenity decks. The buildings themselves have a variety of building heights, including areas that are one, two, five, and six stories in height. The project would include approximately 408 structured underground parking stalls as well as surface parking to support residential and commercial uses. He shared architectural and landscape plans, and site renderings. Mr. Maass noted that in addition to the subdivision, site plan, and variance requests, the applicant has submitted a request to the city for Tax Increment Financing (TIF). Part of the review process for that request is the City's Planning Commission reviewing the TIF Plan for conformance to the City's Comprehensive Plan as it relates to land use. The TIF plan outlines the proposed redevelopment of the site into a vertical mixed-use development consisting of both commercial space as well as residential uses which does align with the City's Comprehensive Plan guidance for the parcels in question. Mr. Maass stated that staff recommends adopting the resolution finding the Tax Increment Financing plan for District 13 is consistent with the City’s Comprehensive Plan. Commissioner Schwartz asked how the architectural color palette compares to the Civic Campus. Mr. Maass believes the two are complementary and shared about the earth-tones and black accents with a modern and timeless type of architectural presence. Commissioner Schwartz recalls that the Laredo Drive extension would dogleg on to Market Street. Mr. Maass clarified that at some point it will continue south, but only at the time the property owner decides to do something with the property. Commissioner Schwartz asked about the benefits of a green roof. Mr. Maass replied a green roof helps meet planting requirements and storm water requirements, as well as cooling of the building. Commissioner Goff asked if the architecture clashes with the apartments above Aldi. 478 Planning Commission Minutes – February 20, 2024 3 Mr. Maass does not think they clash and noted that building is not seen as the architectural model to be emulated throughout the community. He thinks it works with the building but does not use it as a model from which to create a twin. Commissioner Goff asked regarding the easement, with the Chanhassen Business District (CBD) and wanting to have things up against the street, what are the options? Mr. Maass replied at this point the city has exhausted all options and are trying to work with Aldi for a vacation of a portion of that drive access easement. At this point Aldi is unwilling to do so as it is a private easement. He noted Aldi finds value for their shoppers to be able to utilize both intersections. Chair Noyes asked how the mural sizing compares to the existing mural? Mr. Maass does not know the answer at this point, but noted on the elevation it is a 26-foot wall and that the proposed mural location depicted takes up nearly the entire height of that wall. Commissioner Soller clarified the two primary decisions are 1) granting the single variance on the west side of the building along Market Boulevard and 2) making sure TIF District 13 is consistent with the Chanhassen Comprehensive Plan. He asked how the TIF District is consistent with the Comprehensive Plan. Mr. Maass explained the TIF plan outlined the proposed redevelopment into a vertical mixed-use building with market-rate apartments above and commercial below. The City’s Comprehensive Plan for the Central Business District is for increased residential density and increased commercial opportunities. For those reasons, staff is supportive. Nick Asta of Roers Companies shared about his firm noting they have worked with staff for many months and are very excited about the project. He emphasized their priority in public art, walking trails, trees and greenspace which are all front of mind in this project. Chair Noyes asked about the timeline to completion. Mr. Asta noted they would start construction at the beginning of Quarter 3 in July/August and is about a 20-month construction period for each building, which would occur in tandem. He noted it would be about 24 months start-to-finish. Commissioner Schwartz asked about plans for sustainable construction, solar energy, and electric vehicle chargers. Bob Loken, ESG Architects, shared that apartment buildings are inherently more energy- efficient than standalone homes. He noted their commitment to performing a complete energy model on these buildings and will look at all assemblies and mechanical systems together to show where to put increased insulation. He spoke about window-to-wall ratio, 10% of all 479 Planning Commission Minutes – February 20, 2024 4 enclosed parking stalls having an Electric Vehicle (EV) charger with future capacity of up to 20%, and the green roof compliance with the watershed’s storm water requirements. Commissioner Schwartz asked about solar panels on the roof of the building. Mr. Loken noted solar panels can be difficult on buildings like these due to the roof needing venting for plumbing vents and there is less available space for the efficient use of solar panels. He noted many times they will make buildings “solar ready” with conduit to the roof and pull cables for the future and making sure roof trusses are designed to accommodate that future load. He noted that typically the roof space available on an apartment building can supply 2-4% of the electrical load of the building. He also shared that the mural size on the east side is the exact same size as the existing mural and the west side is a bit larger. Commissioner Jobe asked if the city would have first right to purchase the building should it become an asset on the open market, because it is an intricate part of downtown Chanhassen. Mr. Maass noted the city would not have first right-of-refusal, but the portion of the outlot on the Laredo Drive extension would be deeded to the city. Chair Noyes opened the public hearing. Marty Schutrop, 540 Lakota Lane, has lived in Chanhassen for 30 years and in looking at the plan he asked, where is the small town feel? He noted opening a Pandora’s Box like this will lead to every small retail shop becoming an apartment building and it will look like Uptown. He stated it is ridiculous that the city would allow that on a small town main street. There is no reason they could not put this outside of the city off the main street. He has developed small properties and noted it seems like more work to split off one lot than it would to get this project approved. Mr. Schutrop said Chanhassen is billed as a small town and this is not a small town project and will bring people in that are not family-oriented but transient with year-to-year leases and no investment into the community. He asked the Commissioners to reconsider allowing this project. Joanie Demeter, 8203 Marsh Drive, thinks the portion of the presentation regarding roads and engineering was glossed over. As a 35-year resident there are many places within the city with much congestion and she thinks the engineering department could do a much better job of helping residents navigate through the city. In her opinion, more detail needs to be added. Ms. Demeter asked what percent of the 310 dwellings will help people who cannot afford the market- rate? Chair Noyes stated these are market-rate apartments and are not designed for a low-income population. Ms. Demeter asked if there is an expectation that the city helps people who cannot afford to live in these dwellings? 480 Planning Commission Minutes – February 20, 2024 5 Chair Noyes replied there is an expectation on a citywide basis, but it is not tied into this particular project. There are other lower-rent options for people within the city. Ms. Demeter asked about the engineering of the roads to accommodate the influx of residents? Mr. Maass explained the purpose of a public hearing is not to have a back-and-forth but rather a forum for continuous public comment. Following the public hearing, the Commissioners may follow-up with questions for staff. Paul Theis, 6020 White Dove Circle, noted he had trouble hearing and did not hear what the variance request would be. He spoke about a questionnaire that went out regarding the new City Hall campus noting the highest vote at 45% was that the residents did not want a “closed-in” feel to the city with high-rises. He noted regarding the TIF, if the apartments will be market-rate the developer can pay for that and they do not have to take away taxes from the city. Mr. Theis does not think they need to rush into this project and he spoke about storm water, the area being in a low spot, and potential flooding. He posed the question about whether this is the type of community they want. Liz Williams, 7611 Kiowa Avenue, does environmental health and safety, noting she has two students in the district, aged 10 and 12, and lives one block from Chanhassen Elementary. She noted she ducks cars back-and-forth and advocated not only looking at the main campus, but with future development, and redevelopment to bring people into the park, the infrastructure, traffic, and activities. She noted the reason she moved here 11 years ago is because of the cute little downtown. Ms. Williams noted she does not like the concrete, noting the high-rise increases the noise, and while she could hear crickets at night, since Venue went up that noise has been bouncing off the highway and it is harder to hear that nature. With two high-rise buildings, it will make the noise bounce back-and-forth, and with fans evacuating the underground parking that will also be noisy. Ms. Williams noted continuing to add impervious surfaces will increase the heat island and bring more storms to the area. She spoke about the recharge from the aquifer and runoff, and spoke about a Roers Companies project in Milwaukee where trichloroethylene (TCE), a dry-cleaner solvent, was found and the property was contaminated. She noted it was settled for $25,000 per resident, but people in the building had those vapors coming up through the building. That liability and the people living there is open for cancer and Ms. Williams’ concern with the company is the liability and financial ability to continue maintaining this building at this height. Ms. Williams spoke about the use of fiberboard cement, which is about 50% silica, and when the material is cut the silica goes airborne. She noted there are people that will be living there that will be exposed to that. Regarding parking, Ms. Williams loves the idea of people biking and ride-sharing, but given how far out Chanhassen is, people will still need transportation. Ms. Williams spoke about the soil and if it is contaminated and not fully remediated, it will get into the storm water and go back up through the vapor system. Ms. Williams likes the boulevard and the fact that they have grass and trees on each side, she loves the 4th of July parade, and if this project has to go through, she asked to keep it at a maximum of three stories. Thomas Wilmer, 517 Del Rio Drive, finds it odd that the timing of the moratorium and preliminary redevelopment plan is the same day. He noted he also thinks the project is a couple 481 Planning Commission Minutes – February 20, 2024 6 of floors too large and without any options of ownership so people can be personally involved in the community. He spoke about a Zuppa Cucina that was killed off by not “fitting the vision of Chanhassen” and he asked how that can happen alongside Chick-Fil-A doubling its drive- through capacity in a few weeks. He does not believe these items are coincidences. Mr. Wilmer noted the impact on roadways with additional 400-500 parking spots in the area, noting coming and going will be difficult and asked if it can handle that kind of traffic flow and congestion. Regarding septic and water with all of the additional bathrooms and sinks and asked how that will be handled and whether existing facilities can process that flow and waste. Mr. Williams asked where additional space will come for West 78th Street to make it broader, wider, and maintain the green space. He shared about a 20% maximum of EV charging stations noting they are altering the vehicle capability of the facility. He asked if there has been a tax revenue estimate with 80% occupancy. Linda Paulson, 7603 Frontier Trail, used to live in Wisconsin and moved to Chanhassen for a number of good reasons. She spoke about safety noting on February 1 in the Chanhassen Villager there was a wonderful article on retiring Fire Chief Don Johnson, who indicated in 2014 when Chief Johnson started they had 600 calls and nine years later they had 1,300 calls. Ms. Paulson noted Carver County is the fastest-growing in the State of Minnesota and with even more growth comes transportation of people and all the amenities, building, staff, etc. At a meeting the previous week, she noted a presentation about roads and reducing West 78th Street to one lane east/west, reduce the median, add some turn lanes, and parallel parking. She asked how they would respond to fires and major incidents with only one fire house a block away from City Hall and this huge development. Ms. Paulson spoke about traffic flow, and being stuck in that area depending on traffic light patterns and wonders how the city will respond to a family on the other side of town whose home is burning. She is asking them to work together to think about the fire response times that may go up, and the quaintness of the city becoming a tall tunnel. Ms. Paulson stated three stories is fine, but six stories is not. She spoke about public information regarding a development in Milwaukee, The Community Within The Corridor, which was a former industrial site. The company present tonight, as well as three minor developers developed a building, and there was TCE in the soil as previously mentioned. As read in the Milwaukee Journal Sentinel, she noted on March 25, 2023, 150 people were evacuated from the building and the company offered them each $5,000 and no further lawsuits with a 7-day time limit to sign. Other public information noted on April 2, 2023 said that the state could prosecute the developers, and on June 19, information regarding paying tenants to end leases. Ms. Paulson shared about the DNR notifying the developers regarding a vapor mitigation system to vent the TCE, and that the Wisconsin Economic Development and Housing Association gave $19.7 million to develop, a TIF for $3.15 million, and $17.43 million from the federal government. She also noted the developers were granted a $750,000 environmental clean-up loan. Ms. Paulson is not asserting that the soil in Chanhassen is bad; however, it is good to know this public information in dealing with developers. She spoke about the 21 tenants who did not take the $5,000 payoff who were each given $25,000 and still have the right to sue for health issues in the future. Ms. Paulson asked the Commissioners to consider whether they want to preserve the attraction of Chanhassen to be one of the best cities to live in or whether they will just become a tunnel city with skyscrapers. 482 Planning Commission Minutes – February 20, 2024 7 Leah Olson, 2034 Stone Creek Drive, grew up in Chanhassen, noting when she would come back from college she would see new things being added each year, including a cookie-cutter neighborhood on Prince’s land, the farmlands across from the studio becoming warehouse office space, and now Prince’s mural is also being destroyed. She thinks this is quite disheartening and she asked about the process of getting word out to the community as she and many friends had not heard about this project until a few weeks previous or had no idea this was happening. She spoke about getting communication out to a younger audience including using social media to receive responses. Ms. Olson shared about the Chanhassen Cinema, theater trends coming back after Covid, and she noted that the urban sprawl cannot really be stopped but poses the question about whether the Chanhassen Cinema needs to be demolished or if there are adaptive reuse options. She asked about the research of community feedback, theater trends, and into the need of retail spaces within Chanhassen as some have said they are becoming “Chainhassen.” Mark Frisbie, 7460 Longview Circle, works at the Country Inn and Suites and noted Chanhassen needs a good hotel in that same location. He spoke about the importance of the location of Chanhassen noting the Chanhassen Dinner Theater brings in guests all year from surrounding states and communities. On a full weekend there are at least 250 guests spending their money in Chanhassen. Local businesses also rely on a good quality hotel for employees coming in from all over the world. Due to the local wedding venues that have popped up in the area, the hotel is booked many weekends and he asked where those guests will stay? The Country Inn and Suites is a three story hotel which is a pretty impressive size visually. Mr. Frisbie asked them to imagine another two stories on top of that noting that is a massive building and is too large for this community. Debbie Lloyd, 7302 Laredo Drive, noted her ride out of town will be greatly impacted by a development of this size. She spoke about a memo from HKGI in the packet and noted the opening paragraph states “shared parking in this district is beneficial to reduce the amount of parking needed by allowing spaces to be used by multiple users at different times.” Ms. Lloyd noted it would be beneficial for Roers Companies to share parking with others, but will not be beneficial to Kraus-Anderson who has all the other parking that is currently shared. When they want to come in and develop they will have a bigger burden of parking to deal with. In the same memo, it speaks about city’s zoning code requiring 1.5 spaces per unit, yet a 1.38 spaces per unit ratio was used. Ms. Lloyd noted the calculation of 496 parking spaces falls 42 spaces short of the zoning code requirement. She believes that should be a variance in the report. She noted the city has waited a long time and stated “let’s do it right.” She spoke about the extension of Laredo Drive noting the short stretch going to West 78th Street and asked them to imagine how many cars could stack up there, as there is one in and one out, which is not sufficient for the number of units. She spoke about the congestion from schools, the fire station safety issue, post office, and thinks traffic should be studied before it is presented to the public. Regarding walkability, she has to laugh, as it would be meandering through and looking up at a six-story building. Ms. Lloyd noted this is not the Chanhassen she wants to stay in. She contacted the artist Mr. G, who came from New Zealand on his own dime to paint the Prince mural, and he replied that if they commission him, and fly him over, he will come back and create a powerful new concept. Jim Gunville, 7608 Kiowa Avenue, read the documents in the packet and asked if it is correct on the east building with around 120 apartments there were 60 parking spaces below. He noted that 483 Planning Commission Minutes – February 20, 2024 8 is not even one car space per unit, and where it said another 60 spaces will be available outside, he asked where that parking will be? Mr. Gunville did not realize the extension to Laredo is like a long driveway and there is a barrier there. Parking will be in front or behind the building to get to the apartment building. Having enough parking is a great concern to Mr. Gunville and he asked the Commissioners to please look at it again. Regarding the vision of Chanhassen, he stated the openness and ability to see something off in the distance is very valuable, and a six- story building will prevent some of the things that makes the community what it is. Regarding an earlier comment about a hotel, Mr. Gunville agrees noting it is amazing how much traffic the hotel brings into town and the city needs to be able to support people coming into Chanhassen. He noted development is fine and this is a nice plan, but Mr. Gunville does not think it is a plan for Chanhassen. He asked the Commissioners to think about how people will be able to maneuver in the area, the height, traffic, visibility, and feel, and whether it is a place people will want to be or they will want to get out. Andrew Klinkner, 7606 Kiowa Avenue, asked whether this is the best solution for this space, noting he thinks the hotel and movie theater space can become better. Having a hotel near the dinner theater is needed as it brings a lot of people to town, noting when he travels all over the world and mentions Chanhassen people talk about the Chanhassen Dinner Theater and Prince. Possibly forcing the developer to allow some sort of ownership in the buildings could be very useful with people putting down roots here. Regarding parking capacity, he noted they are not at full capacity right now and it is already kind-of crazy around there so he wonders what that will be like. He asked if there has been a study done on requests or permits for commercial spots in town and noted Wayzata still has commercial spaces open 10 years after the Promenade redevelopment. He agrees the plan and buildings are beautiful and remembers a meeting with boards showing potential options and people could put red stickers (bad idea) and green stickers (good idea). He would like to see those boards again and believes the five- and six-story boards had a lot of red stickers on them. He asked how this development benefits the people who live here, noting the city was named number one for a reason, or whether it benefits Roers Companies and those who would move into the apartments. He does think the city needs more population density but does not think it needs to happen right in that location. Mark Engebretson, 7605 Iroquois Street, noted since moving here for the small town feel in 2015 he has noticed a lot of changes, and stated he was disappointed when Venue was built. After hearing about this development, he shared his disappointment with communication and timing, noting he got a postcard in the mail. Mr. Engebretson stated the public this evening has not come up clapping and being excited about this development. People like the quaint, small-town feel of Chanhassen and he noted the importance of the hotel for out-of-town family to stay in. He agrees with previous comments that this is not right for the city. Regarding traffic, Mr. Engebretson would love to see an animation of current traffic versus adding hundreds more cars. He does not think seeing high-rises is good for Chanhassen, and if people wanted that, they would have moved to Uptown. He does not like the tall buildings in Victoria and feels sorry for the city. He asked if they offer market-rate apartments in the building, is the TIF something the developer needs to get, and why do the citizens have to lose out of potential tax revenue for the city? If the apartments were low-income or subsidized, he would be in favor of some kind tax benefits for the developer but not with full market-rate. Mr. Engebretson stated the Venue was a bad idea and a six-story building is 10 times as bad. He can deal with having a three-story hotel, but not 484 Planning Commission Minutes – February 20, 2024 9 having two buildings next to each other that are six or seven stories. He would like to see research that this is the best option for the city. He asked the Commissioners to try to make concessions on height of the building, traffic, and making it better for Chanhassen, noting the government is here for the people and not the developers. Ann Jeske, 506 West 76th Street, noted recently she was assessed about $5,000 for a road and she wonders why Roers Companies, who are very wealthy and do well, are getting TIF money. It does not make sense to give TIF money to very profitable developers who are making decisions and the public is coming in afterwards telling how they feel when a decision has already been made. She feels “shame on you” that the public was not more involved, there was not more communication, noting this is a huge bottleneck for anyone living south of Lotus Lake, noting the high amount of traffic to get in and out of the area. Ms. Jeske understands the need for density and multiple types of housing, but noted this is not the location. She suggested the density could be added coming in on Highway 5 but not in a very dense area where they are already struggling with traffic. Many residents enjoy the city and wide-open spaces but are now being taxed for new roads for people coming into the city who do not even have ownership. She asked the Commissioners to reconsider the location noting many people in Chanhassen will not be happy. Charlie Littfin, 7609 Laredo Drive, lives across from an elementary school and noted that road is busy enough already and they do not need 500 more cars in that area. He stated this is already a done-deal and he has seen enough go down in this town to know that it has already been decided and he asked how long this has been in the works? By the time the residents heard about Venue it was already three years in and was already a done-deal. He remembers a meeting like this when they were already picking paint colors for the apartments by the time people heard about it. Mr. Littfin has seen it his whole life in this town, that if people have money, they can come in and do whatever they want. He noted this is not the town that he wants to live in and if it goes through it will be one more step for him to leave because it is not the small town that it used to be. Debbie Lloyd, 7302 Laredo Drive, believes a variance is required for the parking and must be put in the packet that goes to Council. Therefore, she thinks it would mean the Commissioners must prove a variance on that tonight and the packet needs to be revised. She noted minimum standards were not met in her opinion. Judy Harder, 541 W 78th Street, lives in the Venue apartments and wants to speak up for herself, noting good people are moving in there. Chair Noyes closed the public hearing. Chair Noyes asked Mr. Maass to show the slide regarding the public communications related to this project. He noted communication began in early January and there has been a valiant attempt to communicate with people. He noted the city would love to hear feedback regarding the types of communications put forth on projects like this. He clarified the city has a Comprehensive Plan that prescribes what land-use is and zoning for the city. The job of the Planning Commission is to make sure that any proposals meet what is prescribed in the Comprehensive Plan and the 485 Planning Commission Minutes – February 20, 2024 10 ordinances that support it. Some changes were made regarding the Central Business District and what buildings should look like, with retail mixed in with residential, and those discussions went on for months. If people do not like the blueprint, there are ways to change it through the Planning Commission. He wants the Commissioners to keep that in mind with all the great opinions from residents and must be tied-in. Commissioner Soller noted the strategy for the city has already been set and the job of this Commission is to say whether this fits within that strategy or not. It is not in their purview to change the strategy. If people disagree with the strategy they must hold this Commission and elected officials to account. Commissioner Alto spoke regarding strains on sewer and water noting it is not just the city that decides the Comprehensive Plan, but the Met Council who oversees all metropolitan areas. They determine how much volume every plot of land in the city should have based on projections of waste and water. She grew up in Chanhassen and chose to return and rent for 15 years. She stated that she added value to the community and renters are not just transient people looking to come only for a year. Commissioner Alto noted many of them live here long-term and add value to the community. She spoke about the Economic Development Commission, the Planning Commission, and loves that everyone came to offer feedback tonight, which does not always happen. She encouraged the public to sign up for the newsletter to read the packets and agendas, and to continue to put pressure on the city regarding communication. Commissioner Schwartz is concerned that many of the comments regarding communication are one-sided and the burden is solely upon the city to communicate. He suggests it is a two-way street and the citizens and the city need to do a better job of communicating. The burden cannot solely be on the city’s shoulders and noted the city works hard to communicate to people and if people do not subscribe to the bulletins or look at the website that is not the city’s fault. People must take part and get involved in their government and if they did so, they would have known about the project and been more prepared to share their thoughts this evening. Commissioner Schwartz noted once a Comprehensive Plan is in place, a property owner can do whatever they want to with their property as long as it conforms to the ordinances. If it does not conform, they can come to the Planning Commission and request a variance. Property laws always favor the property owner and in this case if the developer is making a request that conforms to the Comprehensive Plan and zoning ordinances, they can ask for a variance and the Planning Commission recommends to the City Council whether to approve the variance or not. He encouraged everyone to get more involved in the city. Commissioner Goff spoke about multiple meetings and open houses held to put together a vision for downtown Chanhassen Business District. It was talked about, reviewed, and feedback was received. He noted Roers Companies has come in with a proposal that meets most of it and the city is following the rules put forth. On whether it is a “done-deal,” if they follow the rules put forth and they own the land, then they can build it. Commissioner Alto asked about the narrowing of West 78th Street, and if that is part of the approval tonight. 486 Planning Commission Minutes – February 20, 2024 11 Mr. Maass replied road designs of public roads are the purview of the city through a road planning project. Specifically to the proposal before them this evening, no, it has no purview for anything that occurs within the right-of-way for West 78th Street or Market Boulevard. He noted the City Council is discussing a reconstruction of Market Boulevard and weighing options for what the future of the roads could look like. He said any length-to-length reconstruction of West 78th Street is many years out. Project Engineer Erik Henricksen spoke about the public input process on roadways, with open conversations with residents on needs and wants. The extension of West 78th Street was looked at with the lens of future planning of what could be possible with more of a complete street design which incorporates bike users, pedestrians, all to accommodate the downtown vision. Regarding the increase of volume in this development, with existing uses compared to proposed use, analysis found a reduction in daily volumes created. Commissioner Alto asked about the traffic study and parking standards and how adding apartments, shopping, and a restaurant would decrease the traffic capacity coming through. Mr. Henricksen shared about traffic counts, peak volumes, and the use of calculations to anticipate traffic volumes. Commissioner Alto asked about the parking calculation of 1.3 versus 1.5 spaces per unit. Mr. Maass noted the city’s zoning code has a basis and the parking study looked at empirical standards, averaging it, and looking at what would be generated by an average vertical mixed-use building. Chair Noyes believes the study also took into account the demand for parking spaces at Venue. Mr. Maass replied in the affirmative. In looking at parking at the rear of the Venue, it has been at or above 95% occupancy with a total of 135 surface spots in the rear. Staff’s observations is that there is ample capacity in that surface lot without taking into account the Southwest Transit Ramp which is not proposed as part of the parking allocation for this project. Staff did recommend increasing the easement from 20 spots to 50 spots to allow additional parking for the east building. Commissioner Soller clarified the requirements by city standards are being met. Mr. Maass explained part of the code that talks about mixed-use buildings and parking shall be determined by the city based on existing and potential uses of that building. Therein lies the ability for the city to conduct a parking study to determine the number of spots required for the project in place of the standard requirements. Commissioner Soller asked if those are the grounds on which a variance in this case would not be required. Mr. Maass replied in the affirmative. 487 Planning Commission Minutes – February 20, 2024 12 Commissioner Alto spoke about previous conversations about the downtown vision and not having West 78th Street as the “main drag” for Chanhassen and instead looked at Laredo as an alternative. She noted this project does not lend itself in going that direction as proposed with garage ramp exits located just past a stoplight but she does not know what the traffic consequences or alternatives would be. Mr. Maass replied the intention is that West 78th Street evolves into the main street. Laredo is an extension of that with the same ideals of pedestrian walkability, shopping, and residences. With garages coming off Laredo, it is the lower-class road and the alternative would be coming off West 78th Street, which is not preferred. Commissioner Schwartz asked if the city is planning to narrow West 78th Street and the median between east and west. Mr. Maass replied the city is not proposing to reduce the right-of-way width. The city is contemplating the Market Boulevard reconstruction and making sure there are adequate turn lanes, through lanes, and when a future project comes for West 78th Street. The City Council is considering what happens east of Kerber Boulevard and Great Plains Boulevard. Commissioner Schwartz asked with whatever happens east of Kerber Boulevard heading south on Laredo, will there be room for vehicle traffic to accommodate a fire truck to access West 78th Street. Mr. Maass replied the engineering department is working closely with the fire department in potential design alternatives for West 78th Street. They want to continue to support the 4th of July parade route and noted the way the city designs a street is a different discussion as Roers Companies has no bearing on that item. Commissioner Soller asked about runoff and impervious space and clarified it does not increase impervious space that much and it is being mitigated by the requirements of the project. Mr. Maass replied in the affirmative noting the applicant is required to go through city permitting and Riley Purgatory Bluff Creek Watershed District which is one of the more difficult and strict districts in the State. The stormwater generated for the site will be accounted for. Commissioner Soller asked if the city has ever commissioned a noise pollution study for the area and asked if that need to happen in the future to ensure quality of life and standards are being met in Chanhassen? Mr. Maass replied the city has not commissioned a noise study, noting a study is typically generated as a result of large infrastructure, such as highway projects, to determine whether sound walls are necessary. 488 Planning Commission Minutes – February 20, 2024 13 Commissioner Jobe asked about the cisterns in the middle of the road and would the city be responsible for the maintenance and upkeep of those if a structural failure occurred, and how common is that scenario. Mr. Maass replied the operations and maintenance agreement would dictate that Roers Companies would own and maintain the system. In the future if the road extended and there was a solution to the stormwater treatment, that system could be abandoned, but that would be at the city’s discretion. Commissioner Goff asked if this is the only time the Planning Commission will see this project. Mr. Maass replied at this point, unless the Planning Commission tables, this would be the only time they would see the project. Commissioner Schwartz asked if the Venue is being used as a precedent for another six-story building in downtown Chanhassen. Mr. Maass hesitates to use the word precedent, and during the design guidelines conversation they heard a lot of feedback that it is tall enough and people would like even less. That is the reason behind the establishment of the height maximum within the current ordinance. Commissioner Schwartz recalled previous conversations about not becoming like Eden Prairie with building heights of six stories or higher, but noted that now seems to be the standard and there is no challenge to that on the part of staff. Mr. Maass noted six stories is the standard wood-frame construction, and in terms of comparison to Eden Prairie, he goes back to the desire in the city’s architectural guidelines in that buildings don’t change material just to change material and he does not believe the project before the Commissioners does that. Commissioner Schwartz thinks there should be a discussion amongst the Commissioners regarding the old, small-village look and feel of Chanhassen and how that is being transformed. Commissioner Alto noted they had that discussion in September when they discussed the design guidelines. They talked about maximum height and what the Commission would require if they were going to allow six stories. She noted it was shopping on the first floor, a 10-foot setback, and stated it is already approved and in the code because of those discussions. She clarified being on the Planning Commission has helped to understand the rights of property owners to do what is within code. Commissioner Soller likes the suggested action in the packet that breaks this into two motions. He is not sure he has heard enough to confidently vote on the second action yet. Several questions came up from the public such as if this is market-rate, and a profitable project, why does the city need to do a TIF. Or, if this site is valuable and profitable, does the city need to give that advantage to a developer, maybe there would be a competitor that comes in without a TIF. 489 Planning Commission Minutes – February 20, 2024 14 Chair Noyes clarified regarding TIF, the Commissioners are contemplating whether this TIF plan is consistent with the Chanhassen Comprehensive Plan. They are not voting on whether the developer should get TIF, whether they deserve TIF, or how much the TIF should be. He noted it is within the structure, and while one could argue whether they should get any money, it is a completely different conversation and outside the purview of the Planning Commission. Commissioner Alto asked if there is a place that discussion happens where the public can provide their input on those decisions before it comes to the Planning Commission. Mr. Maass replied on March 11, the City Council is scheduled to have a public hearing with respect to the TIF. The City Council is the designated Economic Development Authority and they would approve or deny a TIF request. Chair Noyes spoke about the cinema and the hotel and noted he would like them to stay, as well, but they are private businesses and the decision has been made to close the cinema. He noted the City of Chanhassen is not going to get into the movie theater or hotel business. Commissioner Soller noted a lot of the write-in feedback surrounded the mural, and it is a historically and culturally significant site. If the original artist was willing to come back, he encouraged the city to consider that heavily. It is a shame to see history paved over. Chair Noyes stated the Commissioners do not vote on this based on whether they think it is a good project. They vote on whether it complies with the ordinances and plans the city has put in place. A member of the public asked about West 78th Street and widening the road. Mr. Maass explained West 78th Street is a mixture of 80- and 100-foot right-of-way currently. With the traffic study, the city looked at whether additional right-of-way is necessary, and the engineering department has reviewed that with the traffic study and deemed it not necessary. He noted the city is not boxing itself in. Commissioner Soller moved, Commissioner Alto seconded that the Chanhassen Board of Appeals and Adjustments approve the requested build to zone variance and adopt the findings of fact and decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Commissioner Alto moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends approval of the requested preliminary plat and site plan contingent upon compliance with the city staff review memo and adopt a resolution finding the TIF plan for TIF district number 13 is consistent with the City of Chanhassen’s Comprehensive Plan. All voted in favor and the motion carried unanimously with a vote of 7 to 0. GENERAL BUSINESS: None. 490 Planning Commission Minutes – February 20, 2024 15 APPROVAL OF MINUTES: 1. APPROVE PLANNING COMMISSION MEETING MINUTES DATED JANUARY 16, 2024 Commissioner Goff moved, Commissioner Jobe seconded to approve the Chanhassen Planning Commission summary minutes dated January 16, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. COMMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Alto moved, Commissioner Soller 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 9:00 p.m. Submitted by Eric Maass Planning Director 491 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES FEBRUARY 20, 2024 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Eric Maass, Planning Director; Erik Henricksen, Project Engineer, Rachel Arsenault, Associate Planner, Rachel Jeske, Planner, Samantha DiMaggio, Economic Development Manager. PUBLIC PRESENT: Nick Asta, Roers Companies 2 Carlson Parkway, Plymouth Bob Loken, ESG Architects 500 Washington Ave S, Minneapolis Marty Schutrop 540 Lakota Lane Paul Theis 6020 White Dove Circle Thomas Wilmer 517 Del Rio Drive Mark Frisbie 7460 Longview Circle Andrew Klinkner 7606 Kiowa Avenue Debbie Lloyd 7302 Laredo Drive Mark Engebretson 7605 Iroquois Street Ann Jeske 506 West 76th Street Judy Harder 541 W 78th Street Connie Hatton 8018 Eric Avenue Leah Olson 2034 Stone Creek Drive Liz Williams 7611 Kiowa Avenue Jim Gunville 7608 Kiowa Avenue Joan (Joanie) Demeter 8203 Marsh Drive Janet Paulson 7305 Laredo Drive Charlie Littfin 7609 Laredo Drive Linda Paulson 7603 Frontier Trail PUBLIC HEARINGS: 1. PROPOSED PRELIMINARY PLAT, SITE PLAN, AND VARIANCE REQUEST FOR MARKET STREET ADDITION; REDEVELOPMENT OF THE CHANHASSEN CINEMA AND HOTEL (PLANNING CASE 24-01) 492 Planning Commission Minutes – February 20, 2024 2 Eric Maass, Planning Director, gave a summary of the staff report, noting the applicant is requesting preliminary plat, site plan, and a variance to the build to zone for the construction of two mixed use buildings totaling 310 market-rate apartment units and approximately 14,882 square feet of leasable commercial space. Mr. Maass explained that Roers Companies has applied to redevelop approximately four acres of property near the intersection of West 78th Street and Market Boulevard. The four acres proposed consist of the Country Inn & Suites and the now-closed Chanhassen Cinema. The plans submitted for the redevelopment include two buildings, which would include about 14,000 square feet of first-floor commercial space to be used for restaurants, retail, or additional commercial services. Mr. Maass noted the upper stories would consist of approximately 310 market-rate apartments and amenity decks. The buildings themselves have a variety of building heights, including areas that are one, two, five, and six stories in height. The project would include approximately 408 structured underground parking stalls as well as surface parking to support residential and commercial uses. He shared architectural and landscape plans, and site renderings. Mr. Maass noted that in addition to the subdivision, site plan, and variance requests, the applicant has submitted a request to the city for Tax Increment Financing (TIF). Part of the review process for that request is the City's Planning Commission reviewing the TIF Plan for conformance to the City's Comprehensive Plan as it relates to land use. The TIF plan outlines the proposed redevelopment of the site into a vertical mixed-use development consisting of both commercial space as well as residential uses which does align with the City's Comprehensive Plan guidance for the parcels in question. Mr. Maass stated that staff recommends adopting the resolution finding the Tax Increment Financing plan for District 13 is consistent with the City’s Comprehensive Plan. Commissioner Schwartz asked how the architectural color palette compares to the Civic Campus. Mr. Maass believes the two are complementary and shared about the earth-tones and black accents with a modern and timeless type of architectural presence. Commissioner Schwartz recalls that the Laredo Drive extension would dogleg on to Market Street. Mr. Maass clarified that at some point it will continue south, but only at the time the property owner decides to do something with the property. Commissioner Schwartz asked about the benefits of a green roof. Mr. Maass replied a green roof helps meet planting requirements and storm water requirements, as well as cooling of the building. Commissioner Goff asked if the architecture clashes with the apartments above Aldi. 493 Planning Commission Minutes – February 20, 2024 3 Mr. Maass does not think they clash and noted that building is not seen as the architectural model to be emulated throughout the community. He thinks it works with the building but does not use it as a model from which to create a twin. Commissioner Goff asked regarding the easement, with the Chanhassen Business District (CBD) and wanting to have things up against the street, what are the options? Mr. Maass replied at this point the city has exhausted all options and are trying to work with Aldi for a vacation of a portion of that drive access easement. At this point Aldi is unwilling to do so as it is a private easement. He noted Aldi finds value for their shoppers to be able to utilize both intersections. Chair Noyes asked how the mural sizing compares to the existing mural? Mr. Maass does not know the answer at this point, but noted on the elevation it is a 26-foot wall and that the proposed mural location depicted takes up nearly the entire height of that wall. Commissioner Soller clarified the two primary decisions are 1) granting the single variance on the west side of the building along Market Boulevard and 2) making sure TIF District 13 is consistent with the Chanhassen Comprehensive Plan. He asked how the TIF District is consistent with the Comprehensive Plan. Mr. Maass explained the TIF plan outlined the proposed redevelopment into a vertical mixed-use building with market-rate apartments above and commercial below. The City’s Comprehensive Plan for the Central Business District is for increased residential density and increased commercial opportunities. For those reasons, staff is supportive. Nick Asta of Roers Companies shared about his firm noting they have worked with staff for many months and are very excited about the project. He emphasized their priority in public art, walking trails, trees and greenspace which are all front of mind in this project. Chair Noyes asked about the timeline to completion. Mr. Asta noted they would start construction at the beginning of Quarter 3 in July/August and is about a 20-month construction period for each building, which would occur in tandem. He noted it would be about 24 months start-to-finish. Commissioner Schwartz asked about plans for sustainable construction, solar energy, and electric vehicle chargers. Bob Loken, ESG Architects, shared that apartment buildings are inherently more energy- efficient than standalone homes. He noted their commitment to performing a complete energy model on these buildings and will look at all assemblies and mechanical systems together to show where to put increased insulation. He spoke about window-to-wall ratio, 10% of all 494 Planning Commission Minutes – February 20, 2024 4 enclosed parking stalls having an Electric Vehicle (EV) charger with future capacity of up to 20%, and the green roof compliance with the watershed’s storm water requirements. Commissioner Schwartz asked about solar panels on the roof of the building. Mr. Loken noted solar panels can be difficult on buildings like these due to the roof needing venting for plumbing vents and there is less available space for the efficient use of solar panels. He noted many times they will make buildings “solar ready” with conduit to the roof and pull cables for the future and making sure roof trusses are designed to accommodate that future load. He noted that typically the roof space available on an apartment building can supply 2-4% of the electrical load of the building. He also shared that the mural size on the east side is the exact same size as the existing mural and the west side is a bit larger. Commissioner Jobe asked if the city would have first right to purchase the building should it become an asset on the open market, because it is an intricate part of downtown Chanhassen. Mr. Maass noted the city would not have first right-of-refusal, but the portion of the outlot on the Laredo Drive extension would be deeded to the city. Chair Noyes opened the public hearing. Marty Schutrop, 540 Lakota Lane, has lived in Chanhassen for 30 years and in looking at the plan he asked, where is the small town feel? He noted opening a Pandora’s Box like this will lead to every small retail shop becoming an apartment building and it will look like Uptown. He stated it is ridiculous that the city would allow that on a small town main street. There is no reason they could not put this outside of the city off the main street. He has developed small properties and noted it seems like more work to split off one lot than it would to get this project approved. Mr. Schutrop said Chanhassen is billed as a small town and this is not a small town project and will bring people in that are not family-oriented but transient with year-to-year leases and no investment into the community. He asked the Commissioners to reconsider allowing this project. Joanie Demeter, 8203 Marsh Drive, thinks the portion of the presentation regarding roads and engineering was glossed over. As a 35-year resident there are many places within the city with much congestion and she thinks the engineering department could do a much better job of helping residents navigate through the city. In her opinion, more detail needs to be added. Ms. Demeter asked what percent of the 310 dwellings will help people who cannot afford the market- rate? Chair Noyes stated these are market-rate apartments and are not designed for a low-income population. Ms. Demeter asked if there is an expectation that the city helps people who cannot afford to live in these dwellings? 495 Planning Commission Minutes – February 20, 2024 5 Chair Noyes replied there is an expectation on a citywide basis, but it is not tied into this particular project. There are other lower-rent options for people within the city. Ms. Demeter asked about the engineering of the roads to accommodate the influx of residents? Mr. Maass explained the purpose of a public hearing is not to have a back-and-forth but rather a forum for continuous public comment. Following the public hearing, the Commissioners may follow-up with questions for staff. Paul Theis, 6020 White Dove Circle, noted he had trouble hearing and did not hear what the variance request would be. He spoke about a questionnaire that went out regarding the new City Hall campus noting the highest vote at 45% was that the residents did not want a “closed-in” feel to the city with high-rises. He noted regarding the TIF, if the apartments will be market-rate the developer can pay for that and they do not have to take away taxes from the city. Mr. Theis does not think they need to rush into this project and he spoke about storm water, the area being in a low spot, and potential flooding. He posed the question about whether this is the type of community they want. Liz Williams, 7611 Kiowa Avenue, does environmental health and safety, noting she has two students in the district, aged 10 and 12, and lives one block from Chanhassen Elementary. She noted she ducks cars back-and-forth and advocated not only looking at the main campus, but with future development, and redevelopment to bring people into the park, the infrastructure, traffic, and activities. She noted the reason she moved here 11 years ago is because of the cute little downtown. Ms. Williams noted she does not like the concrete, noting the high-rise increases the noise, and while she could hear crickets at night, since Venue went up that noise has been bouncing off the highway and it is harder to hear that nature. With two high-rise buildings, it will make the noise bounce back-and-forth, and with fans evacuating the underground parking that will also be noisy. Ms. Williams noted continuing to add impervious surfaces will increase the heat island and bring more storms to the area. She spoke about the recharge from the aquifer and runoff, and spoke about a Roers Companies project in Milwaukee where trichloroethylene (TCE), a dry-cleaner solvent, was found and the property was contaminated. She noted it was settled for $25,000 per resident, but people in the building had those vapors coming up through the building. That liability and the people living there is open for cancer and Ms. Williams’ concern with the company is the liability and financial ability to continue maintaining this building at this height. Ms. Williams spoke about the use of fiberboard cement, which is about 50% silica, and when the material is cut the silica goes airborne. She noted there are people that will be living there that will be exposed to that. Regarding parking, Ms. Williams loves the idea of people biking and ride-sharing, but given how far out Chanhassen is, people will still need transportation. Ms. Williams spoke about the soil and if it is contaminated and not fully remediated, it will get into the storm water and go back up through the vapor system. Ms. Williams likes the boulevard and the fact that they have grass and trees on each side, she loves the 4th of July parade, and if this project has to go through, she asked to keep it at a maximum of three stories. Thomas Wilmer, 517 Del Rio Drive, finds it odd that the timing of the moratorium and preliminary redevelopment plan is the same day. He noted he also thinks the project is a couple 496 Planning Commission Minutes – February 20, 2024 6 of floors too large and without any options of ownership so people can be personally involved in the community. He spoke about a Zuppa Cucina that was killed off by not “fitting the vision of Chanhassen” and he asked how that can happen alongside Chick-Fil-A doubling its drive- through capacity in a few weeks. He does not believe these items are coincidences. Mr. Wilmer noted the impact on roadways with additional 400-500 parking spots in the area, noting coming and going will be difficult and asked if it can handle that kind of traffic flow and congestion. Regarding septic and water with all of the additional bathrooms and sinks and asked how that will be handled and whether existing facilities can process that flow and waste. Mr. Williams asked where additional space will come for West 78th Street to make it broader, wider, and maintain the green space. He shared about a 20% maximum of EV charging stations noting they are altering the vehicle capability of the facility. He asked if there has been a tax revenue estimate with 80% occupancy. Linda Paulson, 7603 Frontier Trail, used to live in Wisconsin and moved to Chanhassen for a number of good reasons. She spoke about safety noting on February 1 in the Chanhassen Villager there was a wonderful article on retiring Fire Chief Don Johnson, who indicated in 2014 when Chief Johnson started they had 600 calls and nine years later they had 1,300 calls. Ms. Paulson noted Carver County is the fastest-growing in the State of Minnesota and with even more growth comes transportation of people and all the amenities, building, staff, etc. At a meeting the previous week, she noted a presentation about roads and reducing West 78th Street to one lane east/west, reduce the median, add some turn lanes, and parallel parking. She asked how they would respond to fires and major incidents with only one fire house a block away from City Hall and this huge development. Ms. Paulson spoke about traffic flow, and being stuck in that area depending on traffic light patterns and wonders how the city will respond to a family on the other side of town whose home is burning. She is asking them to work together to think about the fire response times that may go up, and the quaintness of the city becoming a tall tunnel. Ms. Paulson stated three stories is fine, but six stories is not. She spoke about public information regarding a development in Milwaukee, The Community Within The Corridor, which was a former industrial site. The company present tonight, as well as three minor developers developed a building, and there was TCE in the soil as previously mentioned. As read in the Milwaukee Journal Sentinel, she noted on March 25, 2023, 150 people were evacuated from the building and the company offered them each $5,000 and no further lawsuits with a 7-day time limit to sign. Other public information noted on April 2, 2023 said that the state could prosecute the developers, and on June 19, information regarding paying tenants to end leases. Ms. Paulson shared about the DNR notifying the developers regarding a vapor mitigation system to vent the TCE, and that the Wisconsin Economic Development and Housing Association gave $19.7 million to develop, a TIF for $3.15 million, and $17.43 million from the federal government. She also noted the developers were granted a $750,000 environmental clean-up loan. Ms. Paulson is not asserting that the soil in Chanhassen is bad; however, it is good to know this public information in dealing with developers. She spoke about the 21 tenants who did not take the $5,000 payoff who were each given $25,000 and still have the right to sue for health issues in the future. Ms. Paulson asked the Commissioners to consider whether they want to preserve the attraction of Chanhassen to be one of the best cities to live in or whether they will just become a tunnel city with skyscrapers. 497 Planning Commission Minutes – February 20, 2024 7 Leah Olson, 2034 Stone Creek Drive, grew up in Chanhassen, noting when she would come back from college she would see new things being added each year, including a cookie-cutter neighborhood on Prince’s land, the farmlands across from the studio becoming warehouse office space, and now Prince’s mural is also being destroyed. She thinks this is quite disheartening and she asked about the process of getting word out to the community as she and many friends had not heard about this project until a few weeks previous or had no idea this was happening. She spoke about getting communication out to a younger audience including using social media to receive responses. Ms. Olson shared about the Chanhassen Cinema, theater trends coming back after Covid, and she noted that the urban sprawl cannot really be stopped but poses the question about whether the Chanhassen Cinema needs to be demolished or if there are adaptive reuse options. She asked about the research of community feedback, theater trends, and into the need of retail spaces within Chanhassen as some have said they are becoming “Chainhassen.” Mark Frisbie, 7460 Longview Circle, works at the Country Inn and Suites and noted Chanhassen needs a good hotel in that same location. He spoke about the importance of the location of Chanhassen noting the Chanhassen Dinner Theater brings in guests all year from surrounding states and communities. On a full weekend there are at least 250 guests spending their money in Chanhassen. Local businesses also rely on a good quality hotel for employees coming in from all over the world. Due to the local wedding venues that have popped up in the area, the hotel is booked many weekends and he asked where those guests will stay? The Country Inn and Suites is a three story hotel which is a pretty impressive size visually. Mr. Frisbie asked them to imagine another two stories on top of that noting that is a massive building and is too large for this community. Debbie Lloyd, 7302 Laredo Drive, noted her ride out of town will be greatly impacted by a development of this size. She spoke about a memo from HKGI in the packet and noted the opening paragraph states “shared parking in this district is beneficial to reduce the amount of parking needed by allowing spaces to be used by multiple users at different times.” Ms. Lloyd noted it would be beneficial for Roers Companies to share parking with others, but will not be beneficial to Kraus-Anderson who has all the other parking that is currently shared. When they want to come in and develop they will have a bigger burden of parking to deal with. In the same memo, it speaks about city’s zoning code requiring 1.5 spaces per unit, yet a 1.38 spaces per unit ratio was used. Ms. Lloyd noted the calculation of 496 parking spaces falls 42 spaces short of the zoning code requirement. She believes that should be a variance in the report. She noted the city has waited a long time and stated “let’s do it right.” She spoke about the extension of Laredo Drive noting the short stretch going to West 78th Street and asked them to imagine how many cars could stack up there, as there is one in and one out, which is not sufficient for the number of units. She spoke about the congestion from schools, the fire station safety issue, post office, and thinks traffic should be studied before it is presented to the public. Regarding walkability, she has to laugh, as it would be meandering through and looking up at a six-story building. Ms. Lloyd noted this is not the Chanhassen she wants to stay in. She contacted the artist Mr. G, who came from New Zealand on his own dime to paint the Prince mural, and he replied that if they commission him, and fly him over, he will come back and create a powerful new concept. Jim Gunville, 7608 Kiowa Avenue, read the documents in the packet and asked if it is correct on the east building with around 120 apartments there were 60 parking spaces below. He noted that 498 Planning Commission Minutes – February 20, 2024 8 is not even one car space per unit, and where it said another 60 spaces will be available outside, he asked where that parking will be? Mr. Gunville did not realize the extension to Laredo is like a long driveway and there is a barrier there. Parking will be in front or behind the building to get to the apartment building. Having enough parking is a great concern to Mr. Gunville and he asked the Commissioners to please look at it again. Regarding the vision of Chanhassen, he stated the openness and ability to see something off in the distance is very valuable, and a six- story building will prevent some of the things that makes the community what it is. Regarding an earlier comment about a hotel, Mr. Gunville agrees noting it is amazing how much traffic the hotel brings into town and the city needs to be able to support people coming into Chanhassen. He noted development is fine and this is a nice plan, but Mr. Gunville does not think it is a plan for Chanhassen. He asked the Commissioners to think about how people will be able to maneuver in the area, the height, traffic, visibility, and feel, and whether it is a place people will want to be or they will want to get out. Andrew Klinkner, 7606 Kiowa Avenue, asked whether this is the best solution for this space, noting he thinks the hotel and movie theater space can become better. Having a hotel near the dinner theater is needed as it brings a lot of people to town, noting when he travels all over the world and mentions Chanhassen people talk about the Chanhassen Dinner Theater and Prince. Possibly forcing the developer to allow some sort of ownership in the buildings could be very useful with people putting down roots here. Regarding parking capacity, he noted they are not at full capacity right now and it is already kind-of crazy around there so he wonders what that will be like. He asked if there has been a study done on requests or permits for commercial spots in town and noted Wayzata still has commercial spaces open 10 years after the Promenade redevelopment. He agrees the plan and buildings are beautiful and remembers a meeting with boards showing potential options and people could put red stickers (bad idea) and green stickers (good idea). He would like to see those boards again and believes the five- and six-story boards had a lot of red stickers on them. He asked how this development benefits the people who live here, noting the city was named number one for a reason, or whether it benefits Roers Companies and those who would move into the apartments. He does think the city needs more population density but does not think it needs to happen right in that location. Mark Engebretson, 7605 Iroquois Street, noted since moving here for the small town feel in 2015 he has noticed a lot of changes, and stated he was disappointed when Venue was built. After hearing about this development, he shared his disappointment with communication and timing, noting he got a postcard in the mail. Mr. Engebretson stated the public this evening has not come up clapping and being excited about this development. People like the quaint, small-town feel of Chanhassen and he noted the importance of the hotel for out-of-town family to stay in. He agrees with previous comments that this is not right for the city. Regarding traffic, Mr. Engebretson would love to see an animation of current traffic versus adding hundreds more cars. He does not think seeing high-rises is good for Chanhassen, and if people wanted that, they would have moved to Uptown. He does not like the tall buildings in Victoria and feels sorry for the city. He asked if they offer market-rate apartments in the building, is the TIF something the developer needs to get, and why do the citizens have to lose out of potential tax revenue for the city? If the apartments were low-income or subsidized, he would be in favor of some kind tax benefits for the developer but not with full market-rate. Mr. Engebretson stated the Venue was a bad idea and a six-story building is 10 times as bad. He can deal with having a three-story hotel, but not 499 Planning Commission Minutes – February 20, 2024 9 having two buildings next to each other that are six or seven stories. He would like to see research that this is the best option for the city. He asked the Commissioners to try to make concessions on height of the building, traffic, and making it better for Chanhassen, noting the government is here for the people and not the developers. Ann Jeske, 506 West 76th Street, noted recently she was assessed about $5,000 for a road and she wonders why Roers Companies, who are very wealthy and do well, are getting TIF money. It does not make sense to give TIF money to very profitable developers who are making decisions and the public is coming in afterwards telling how they feel when a decision has already been made. She feels “shame on you” that the public was not more involved, there was not more communication, noting this is a huge bottleneck for anyone living south of Lotus Lake, noting the high amount of traffic to get in and out of the area. Ms. Jeske understands the need for density and multiple types of housing, but noted this is not the location. She suggested the density could be added coming in on Highway 5 but not in a very dense area where they are already struggling with traffic. Many residents enjoy the city and wide-open spaces but are now being taxed for new roads for people coming into the city who do not even have ownership. She asked the Commissioners to reconsider the location noting many people in Chanhassen will not be happy. Charlie Littfin, 7609 Laredo Drive, lives across from an elementary school and noted that road is busy enough already and they do not need 500 more cars in that area. He stated this is already a done-deal and he has seen enough go down in this town to know that it has already been decided and he asked how long this has been in the works? By the time the residents heard about Venue it was already three years in and was already a done-deal. He remembers a meeting like this when they were already picking paint colors for the apartments by the time people heard about it. Mr. Littfin has seen it his whole life in this town, that if people have money, they can come in and do whatever they want. He noted this is not the town that he wants to live in and if it goes through it will be one more step for him to leave because it is not the small town that it used to be. Debbie Lloyd, 7302 Laredo Drive, believes a variance is required for the parking and must be put in the packet that goes to Council. Therefore, she thinks it would mean the Commissioners must prove a variance on that tonight and the packet needs to be revised. She noted minimum standards were not met in her opinion. Judy Harder, 541 W 78th Street, lives in the Venue apartments and wants to speak up for herself, noting good people are moving in there. Chair Noyes closed the public hearing. Chair Noyes asked Mr. Maass to show the slide regarding the public communications related to this project. He noted communication began in early January and there has been a valiant attempt to communicate with people. He noted the city would love to hear feedback regarding the types of communications put forth on projects like this. He clarified the city has a Comprehensive Plan that prescribes what land-use is and zoning for the city. The job of the Planning Commission is to make sure that any proposals meet what is prescribed in the Comprehensive Plan and the 500 Planning Commission Minutes – February 20, 2024 10 ordinances that support it. Some changes were made regarding the Central Business District and what buildings should look like, with retail mixed in with residential, and those discussions went on for months. If people do not like the blueprint, there are ways to change it through the Planning Commission. He wants the Commissioners to keep that in mind with all the great opinions from residents and must be tied-in. Commissioner Soller noted the strategy for the city has already been set and the job of this Commission is to say whether this fits within that strategy or not. It is not in their purview to change the strategy. If people disagree with the strategy they must hold this Commission and elected officials to account. Commissioner Alto spoke regarding strains on sewer and water noting it is not just the city that decides the Comprehensive Plan, but the Met Council who oversees all metropolitan areas. They determine how much volume every plot of land in the city should have based on projections of waste and water. She grew up in Chanhassen and chose to return and rent for 15 years. She stated that she added value to the community and renters are not just transient people looking to come only for a year. Commissioner Alto noted many of them live here long-term and add value to the community. She spoke about the Economic Development Commission, the Planning Commission, and loves that everyone came to offer feedback tonight, which does not always happen. She encouraged the public to sign up for the newsletter to read the packets and agendas, and to continue to put pressure on the city regarding communication. Commissioner Schwartz is concerned that many of the comments regarding communication are one-sided and the burden is solely upon the city to communicate. He suggests it is a two-way street and the citizens and the city need to do a better job of communicating. The burden cannot solely be on the city’s shoulders and noted the city works hard to communicate to people and if people do not subscribe to the bulletins or look at the website that is not the city’s fault. People must take part and get involved in their government and if they did so, they would have known about the project and been more prepared to share their thoughts this evening. Commissioner Schwartz noted once a Comprehensive Plan is in place, a property owner can do whatever they want to with their property as long as it conforms to the ordinances. If it does not conform, they can come to the Planning Commission and request a variance. Property laws always favor the property owner and in this case if the developer is making a request that conforms to the Comprehensive Plan and zoning ordinances, they can ask for a variance and the Planning Commission recommends to the City Council whether to approve the variance or not. He encouraged everyone to get more involved in the city. Commissioner Goff spoke about multiple meetings and open houses held to put together a vision for downtown Chanhassen Business District. It was talked about, reviewed, and feedback was received. He noted Roers Companies has come in with a proposal that meets most of it and the city is following the rules put forth. On whether it is a “done-deal,” if they follow the rules put forth and they own the land, then they can build it. Commissioner Alto asked about the narrowing of West 78th Street, and if that is part of the approval tonight. 501 Planning Commission Minutes – February 20, 2024 11 Mr. Maass replied road designs of public roads are the purview of the city through a road planning project. Specifically to the proposal before them this evening, no, it has no purview for anything that occurs within the right-of-way for West 78th Street or Market Boulevard. He noted the City Council is discussing a reconstruction of Market Boulevard and weighing options for what the future of the roads could look like. He said any length-to-length reconstruction of West 78th Street is many years out. Project Engineer Erik Henricksen spoke about the public input process on roadways, with open conversations with residents on needs and wants. The extension of West 78th Street was looked at with the lens of future planning of what could be possible with more of a complete street design which incorporates bike users, pedestrians, all to accommodate the downtown vision. Regarding the increase of volume in this development, with existing uses compared to proposed use, analysis found a reduction in daily volumes created. Commissioner Alto asked about the traffic study and parking standards and how adding apartments, shopping, and a restaurant would decrease the traffic capacity coming through. Mr. Henricksen shared about traffic counts, peak volumes, and the use of calculations to anticipate traffic volumes. Commissioner Alto asked about the parking calculation of 1.3 versus 1.5 spaces per unit. Mr. Maass noted the city’s zoning code has a basis and the parking study looked at empirical standards, averaging it, and looking at what would be generated by an average vertical mixed-use building. Chair Noyes believes the study also took into account the demand for parking spaces at Venue. Mr. Maass replied in the affirmative. In looking at parking at the rear of the Venue, it has been at or above 95% occupancy with a total of 135 surface spots in the rear. Staff’s observations is that there is ample capacity in that surface lot without taking into account the Southwest Transit Ramp which is not proposed as part of the parking allocation for this project. Staff did recommend increasing the easement from 20 spots to 50 spots to allow additional parking for the east building. Commissioner Soller clarified the requirements by city standards are being met. Mr. Maass explained part of the code that talks about mixed-use buildings and parking shall be determined by the city based on existing and potential uses of that building. Therein lies the ability for the city to conduct a parking study to determine the number of spots required for the project in place of the standard requirements. Commissioner Soller asked if those are the grounds on which a variance in this case would not be required. Mr. Maass replied in the affirmative. 502 Planning Commission Minutes – February 20, 2024 12 Commissioner Alto spoke about previous conversations about the downtown vision and not having West 78th Street as the “main drag” for Chanhassen and instead looked at Laredo as an alternative. She noted this project does not lend itself in going that direction as proposed with garage ramp exits located just past a stoplight but she does not know what the traffic consequences or alternatives would be. Mr. Maass replied the intention is that West 78th Street evolves into the main street. Laredo is an extension of that with the same ideals of pedestrian walkability, shopping, and residences. With garages coming off Laredo, it is the lower-class road and the alternative would be coming off West 78th Street, which is not preferred. Commissioner Schwartz asked if the city is planning to narrow West 78th Street and the median between east and west. Mr. Maass replied the city is not proposing to reduce the right-of-way width. The city is contemplating the Market Boulevard reconstruction and making sure there are adequate turn lanes, through lanes, and when a future project comes for West 78th Street. The City Council is considering what happens east of Kerber Boulevard and Great Plains Boulevard. Commissioner Schwartz asked with whatever happens east of Kerber Boulevard heading south on Laredo, will there be room for vehicle traffic to accommodate a fire truck to access West 78th Street. Mr. Maass replied the engineering department is working closely with the fire department in potential design alternatives for West 78th Street. They want to continue to support the 4th of July parade route and noted the way the city designs a street is a different discussion as Roers Companies has no bearing on that item. Commissioner Soller asked about runoff and impervious space and clarified it does not increase impervious space that much and it is being mitigated by the requirements of the project. Mr. Maass replied in the affirmative noting the applicant is required to go through city permitting and Riley Purgatory Bluff Creek Watershed District which is one of the more difficult and strict districts in the State. The stormwater generated for the site will be accounted for. Commissioner Soller asked if the city has ever commissioned a noise pollution study for the area and asked if that need to happen in the future to ensure quality of life and standards are being met in Chanhassen? Mr. Maass replied the city has not commissioned a noise study, noting a study is typically generated as a result of large infrastructure, such as highway projects, to determine whether sound walls are necessary. 503 Planning Commission Minutes – February 20, 2024 13 Commissioner Jobe asked about the cisterns in the middle of the road and would the city be responsible for the maintenance and upkeep of those if a structural failure occurred, and how common is that scenario. Mr. Maass replied the operations and maintenance agreement would dictate that Roers Companies would own and maintain the system. In the future if the road extended and there was a solution to the stormwater treatment, that system could be abandoned, but that would be at the city’s discretion. Commissioner Goff asked if this is the only time the Planning Commission will see this project. Mr. Maass replied at this point, unless the Planning Commission tables, this would be the only time they would see the project. Commissioner Schwartz asked if the Venue is being used as a precedent for another six-story building in downtown Chanhassen. Mr. Maass hesitates to use the word precedent, and during the design guidelines conversation they heard a lot of feedback that it is tall enough and people would like even less. That is the reason behind the establishment of the height maximum within the current ordinance. Commissioner Schwartz recalled previous conversations about not becoming like Eden Prairie with building heights of six stories or higher, but noted that now seems to be the standard and there is no challenge to that on the part of staff. Mr. Maass noted six stories is the standard wood-frame construction, and in terms of comparison to Eden Prairie, he goes back to the desire in the city’s architectural guidelines in that buildings don’t change material just to change material and he does not believe the project before the Commissioners does that. Commissioner Schwartz thinks there should be a discussion amongst the Commissioners regarding the old, small-village look and feel of Chanhassen and how that is being transformed. Commissioner Alto noted they had that discussion in September when they discussed the design guidelines. They talked about maximum height and what the Commission would require if they were going to allow six stories. She noted it was shopping on the first floor, a 10-foot setback, and stated it is already approved and in the code because of those discussions. She clarified being on the Planning Commission has helped to understand the rights of property owners to do what is within code. Commissioner Soller likes the suggested action in the packet that breaks this into two motions. He is not sure he has heard enough to confidently vote on the second action yet. Several questions came up from the public such as if this is market-rate, and a profitable project, why does the city need to do a TIF. Or, if this site is valuable and profitable, does the city need to give that advantage to a developer, maybe there would be a competitor that comes in without a TIF. 504 Planning Commission Minutes – February 20, 2024 14 Chair Noyes clarified regarding TIF, the Commissioners are contemplating whether this TIF plan is consistent with the Chanhassen Comprehensive Plan. They are not voting on whether the developer should get TIF, whether they deserve TIF, or how much the TIF should be. He noted it is within the structure, and while one could argue whether they should get any money, it is a completely different conversation and outside the purview of the Planning Commission. Commissioner Alto asked if there is a place that discussion happens where the public can provide their input on those decisions before it comes to the Planning Commission. Mr. Maass replied on March 11, the City Council is scheduled to have a public hearing with respect to the TIF. The City Council is the designated Economic Development Authority and they would approve or deny a TIF request. Chair Noyes spoke about the cinema and the hotel and noted he would like them to stay, as well, but they are private businesses and the decision has been made to close the cinema. He noted the City of Chanhassen is not going to get into the movie theater or hotel business. Commissioner Soller noted a lot of the write-in feedback surrounded the mural, and it is a historically and culturally significant site. If the original artist was willing to come back, he encouraged the city to consider that heavily. It is a shame to see history paved over. Chair Noyes stated the Commissioners do not vote on this based on whether they think it is a good project. They vote on whether it complies with the ordinances and plans the city has put in place. A member of the public asked about West 78th Street and widening the road. Mr. Maass explained West 78th Street is a mixture of 80- and 100-foot right-of-way currently. With the traffic study, the city looked at whether additional right-of-way is necessary, and the engineering department has reviewed that with the traffic study and deemed it not necessary. He noted the city is not boxing itself in. Commissioner Soller moved, Commissioner Alto seconded that the Chanhassen Board of Appeals and Adjustments approve the requested build to zone variance and adopt the findings of fact and decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Commissioner Alto moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends approval of the requested preliminary plat and site plan contingent upon compliance with the city staff review memo and adopt a resolution finding the TIF plan for TIF district number 13 is consistent with the City of Chanhassen’s Comprehensive Plan. All voted in favor and the motion carried unanimously with a vote of 7 to 0. GENERAL BUSINESS: None. 505 Planning Commission Minutes – February 20, 2024 15 APPROVAL OF MINUTES: 1. APPROVE PLANNING COMMISSION MEETING MINUTES DATED JANUARY 16, 2024 Commissioner Goff moved, Commissioner Jobe seconded to approve the Chanhassen Planning Commission summary minutes dated January 16, 2024 as presented. All voted in favor, and the motion carried unanimously with a vote of 7 to 0. COMMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Alto moved, Commissioner Soller 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 9:00 p.m. Submitted by Eric Maass Planning Director 506 Hello Mr. Maass: I had attended the January 17, 2024 Public Open House to learn about the proposed market-rate apartment buildings for downtown Chanhassen. In my opinion, the complexes seem too massive and dense for the space they would occupy. They don't seem like they would fit in well with the rest of downtown and nearby residences. To me, it looks like the developer is looking to maximize the number of units possible to the detriment of the surrounding area..I think that the proposed parking spots seem small too.. Would smaller buildings possibly be considered? Please share my thoughts with the Chanhassen Planning Commission as well. Thank you for hearing my opinion. Respectfully, Patricia Hastreiter 6990 Tecumseh Lane Chanhassen 507 From: Beth Mastel Sent: Tuesday, February 20, 2024 9:24 AM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Downtown Redevelopment: People and traffic density Concern: High people and traffic density due to the increase of 310 apartments with the potential of 408 extra cars in an already saturated space. Redevelopment of this space is needed, agreed. However, adding an extra ?1000-1500? additional residents in 4 acres of property along with a potential of 408 extra cars does not do any favors for current residents. I don’t want to feel like I’m in Wayzata. They’ve ruined their ‘used to be’ quaint destination. You can’t get that back. Please, please, during this needed renovation with goals to make Chanhassen ‘current’, don’t lose our ‘quaintness’ among decisions for city revenue and increased residential density. This is an exciting time for Chanhassen residents. Thank you for serving our community! Beth Mastel Chanhassen resident for 23 years 508 From: Renee Squires Date: February 19, 2024 at 9:49:16 PM CST To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Prince mural My concern with this development is the future of the Prince mural. I want to see this saved. Thousands of people come to Chanhassen every year to visit Paisley Park. We are Prince’s home. The only thing we have left is the highway being dedicated to him. We should be capitalizing on the fact that people come to chanhassen to go to the Park. I am surprised Chanhassen doesn’t have more Prince landmarks or sites for fans to want to come into the downtown area when here. If we give them reasons to come into downtown chanhassen, visitors will then shop in our stores and eat in our restaurants etc. I know many people who feel the same as me in regard to the Prince mural being saved somehow. Thank you. Renee Squires 509 From: Andrea Rich Date: February 19, 2024 at 11:45:18 PM CST To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Planning commission As a citizen of Chanhassen I take great pride in our city. It is a wonderful place to live and we enjoy sharing it with visitors. While I am all for progress, I do have concerns with the proposed Roers Companies redevelopment. One of the concerns is with the Prince mural. As a beloved member of our community that gave so much to us, it is essential that we maintain this important tribute. In addition, we need quality hotel accommodations in our area. We have many visitors that come to visit and, as you are quite aware, there are thousands of people that visit our area for various events and areas of interest. Paisley Park alone brings thousands of visitors annually. Lastly, we miss the cinema and would love to see one return to our area. Thank you for your consideration and willingness to take under advisement the concerns of your citizens. Sincerely, Andrea Rich 7901 Autumn Ridge Avenue Chanhassen, MN 55317 510 From: Darren.Anderson Sent: Sunday, February 18, 2024 4:08 PM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: cinema & hotel redevelopment Hi Eric, I’m supportive of the project – it makes sense to me to add some higher density housing/apartments in the downtown area given the proximity to most amenities such as grocery stores, restaurants, pharmacies, etc. I think it will also increase use of the SW transit station nearby. The site design is appealing with the buildings closer to the street/sidewalks and parking behind. The more “U” shape design seems more inviting than the “island” design of the building behind (forget the name, but the building with Spalon, Wink, etc. I think that was a huge flop and missed opportunity how that building was designed looking outward in all directions. I was wondering how the existing roads would handle the incremental traffic but see the plans accommodate an additional future through-road, which seems like it would take some pressure off Market Blvd. I’m very supportive of more restaurant space – NOT more fast casual. Kudos on putting Zapas with a drive through on hold. I think that would be a mistake to add all of that car traffic given the plans for the future Municipal campus which looks to be more pedestrian friendly. Thanks, Darren 511 From: David Benedict Sent: Tuesday, February 13, 2024 9:24 AM To: Maass, Eric <emaass@chanhassenmn.gov> Subject: Chan Cinema/Hotel Redevelopment See my feedback below- •For the restaurants- do they have outdoor seating opportunities? I would like to see roof seating or outdoor patio seating options for visitors. •Density: Why can't the 5 stories be 6 stories? Can we add more interior parking? •In regards to the surface parking lot on NE side of plot: o Is that a city requirement? Or market driven by storefronts? o Ideally, I would want the 5 story building to extend to W 78th (ie bring building much closer to the street) while moving parking into interior parking lots o If we cannot, I would reduce the parking as much as possible and increase the W 78th pedestrian areas- the Dinner theater will be redeveloped and this will become a main pedestrian thoroughfare (and I'm still mad Aldi wasn't brought to the street) •Downstream effects... with the only hotel downtown going away, do we have line of sight into future hotels? How can we incentivize? •Is Laredo drive extension really going to happen? Thank you, David Benedict 512 Message submitted from the <Chanhassen, MN> website. Site Visitor Name: Brian Hauth I generally support the development, but have a few recommendations. 1. Bring the north edge of the east building farther to the north to the edge of the sidewalk and relocate the parking to behind the building or underground. This will bring the retail space to the street, giving more visibility and creating a more walkable downtown feel. 2. Shift the sidewalk that is north of the east building, to the south, to create a wide boulevard (6- 10’) between 78th St and the sidewalk. Having sidewalk that butts right up against the roadway creates a very unsafe feeling for the pedestrian, meaning that very few people will use that sidewalk. 3. Ensure the sidewalk is wide enough for multi-use. This would be 8-10 feet wide. 5-6 foot wide sidewalks are not sufficient to allow walkers and bikers. If we want to create a walkable downtown, 8-10 ft width should be what we’re striving for. 4. Does the east building have underground parking? Consider moving the residential parking entrance to the rear (south) of the east building, off of Market Street, to create a more pedestrian- friendly entry along 78th street. 5. Anything that helps separate vehicles from pedestrians would be helpful, to create the downtown feeling that people strive for. Thanks for the consideration. Brian Hauth 7131 Alphabet St Chanhassen, MN 55317 513 From: Audrey Johnson Sent: Tuesday, February 20, 2024 3:07 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Prince Mural / Chanhassen Theater I am writing to express comments about the Roers Company Downtown Redevelopment project that includes the dearly departed Chanhassen Cinema with Prince’s beautiful mural on the side wall facing the Country Inn & Suites Hotel. As evidenced by Prince stories from those who worked directly with him, celebrities, and locals alike, there is much history in this iconic block of real estate. I’m sure you are aware that Mr. G (artist Graham Hoete) traveled from Australia to paint a mural that is a one of a kind work of art visited and viewed by thousands and thousands of people from around the world since it’s installation in 2016. Chanhassen is like a second home to many of us from around the world that revisit the site over and over again during the last almost eight years. While change and growth is inevitable, such an iconic and one-of-a-kind mural is a gift to your city - as well as the legacy of Prince - that deserves preservation! I implore the City of Chanhassen Council members to defend this historic piece of art that could never be replicated. I know you have the ability to impose certain conditions upon your approval in the many steps ahead of this development process. It will not only affect visitors to this famous site in the coming years for the city but could even go so far as to have an economic impact in many ways to the local businesses and residents that visit the mural almost daily. Thank you in advance for your service and commitment to the beautiful City of Chanhassen and its future development for all who love it and, more importantly, those affected most directly by future development. Lifelong Prince Rogers Nelson Supporter Audrey Johnson 514 From: Nancy Smith Sent: Tuesday, February 20, 2024 2:13 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Traffic control Will the intersection by Jimmy John’s remain open to Crossing into Market Square?Cub and businesses? That’s already a very busy and dangerous crossing or turning left. Thank you, N Smith 515 From: Jeff Commander Sent: Tuesday, February 20, 2024 1:41 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Proposed projects for hotel and cinema Please start the demo!! Three of the people in my neighborhood that are opposed to the project don’t plan to live here in five years. The majority of the people I hang out with want it to happen. 516 From: Hal Newell Sent: Tuesday, February 20, 2024 1:37 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers develop[ment Dear Sir / Madam; I think Chanhassen needs to move away from the, "15 minute city", dense pack myopia and preoccupation with tax revenue. Moreover, we do not need any more of this silly first floor boutique retail garbage. Shops in these types of locations have a high turnover rate with one retailer going broke and the next moving in. Let concentrate on putting available space to better use than just another apartment building. Sincerely, Hal Newell 517 From: Will Annett Sent: Tuesday, February 20, 2024 12:21 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: 78th Street Redevelopment Project Hello, Although I realize the plans for redeveloping the former Chanhassen Cinema building and surrounding area are in an early stage, I have a few questions and observations: Will the development enhance the experience of being in Chanhassen? The current architectural renderings have all the charm of a Soviet apartment complex. And while downtown Chanhassen has never been a model of new urbanism, it seems that an opportunity to improve the street-level experience of walking in the city center is being overlooked. I would favor designs and materials that echo classic downtowns like those in Excelsior, Stillwater, and the Old Town district in Minneapolis. These are places where pedestrians want to stroll and linger, and stimulate commerce by shopping and dining. Which segues to the next point. What is the proposed mix of street-level retail and dining? Sadly, Chanhassen lives up to the disparaging moniker, “Chainhassen.” With the exception of some notable independently owned and operated spots like Tequila Butcher and Chanhassen Brewery, it is a vast wasteland of franchises. By creating a new space that encourages original independent restauranteurs and retailers to launch businesses, the city will encourage visitors to stay longer, enjoy unique experiences, spend money, and return frequently to do it all over again. What will happen to the Prince mural? Dominating the side of the Chanhassen Cinema building, the vibrant, colorful image of Prince is a splash of life and culture in an otherwise dreary and monotonous suburban landscape. Since its creation in the wake of the musician’s death in 2016, it has become an iconic fixture and favorite of many Chan residents—whether they are fans of Prince’s music or not. Just as Liverpool, England celebrates the lives its most famous native sons— the Beatles—with public murals and sculptures and other attractions, Chanhassen should embrace its most renowned inhabitant. Beyond civic pride and cultural connection, it can also be a differentiator that draws tourism. Thank you for taking the time to review my questions and comments. I look forward to learning more about the redevelopment project in the weeks to come. Sincerely, Will Annett Pioneer Pass Neighborhood, Chahassne 518 From: Anne-Marie Cookson Sent: Tuesday, February 20, 2024 1:22 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: ROERS Company Development Comments I have lived at VENUE apartments since opening day 4.5 years ago, and I can say that this is one of the best uses of this space imaginable, and it has added so much to Chanhassen in every way, from increased revenue to local businesses to increased tax revenue to the city and Carver County, plus it's a fantastic place to live!! I wholeheartedly support the new plans under consideration and believe that a mix of additional residential with retail & restaurants, plus improved use of parking, new sidewalks and crosswalks makes tremendous sense for downtown Chanhassen and will benefit all people in the surrounding area, not just apartment dwellers or business owners. We owe it to the future of Chanhassen and its citizens to be proactive and move on the opportunities that present themselves when all parties and circumstances align. There are so many instances when a perfect opportunity is delayed or vetoed and the opportunity is lost for years to come, sometimes forever. Very excited at the prospect of the property adjacent to VENUE being redeveloped and appreciate all the Mayor and Council are doing to keep us informed! The renderings for both the Roers development AND the City Park redevelopment are really great! Thank you and good luck! Anne-Marie Cookson VENUE /Chanhassen Resident 519 From: Sent: Tuesday, February 20, 2024 12:44 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers Companies Downtown Redevelopment Public Comment I am writing to express comments about the Roers Company Downtown Redevelopment project that includes the dearly departed Chanhassen Cinema with Prince’s beautiful mural on the side wall facing the Country Inn & Suites Hotel. As evidenced by Prince stories from those who worked directly with him, celebrities, and locals alike, there is much history in this iconic block of real estate. I’m sure I don’t have to give you information on how Mr. G (artist Graham Hoete) traveled from Australia to paint a mural that is a one of a kind work of art visited and viewed by thousands and thousands of people from around the world since it’s installation in 2016. Chanhassen is like a second home to many of us from around the world that revisit the site over and over again during the last almost eight years. While change and growth is inevitable, such an iconic and one-of-a-kind mural is a gift to your city - as well as the legacy of Prince - that deserves preservation! I implore the City of Chanhassen Council members to defend this historic piece of art that could never be replicated. There are engineering challenges for sure, but as a Zoning Board of Appeals Chair in DeKalb County, Georgia and lifelong Prince fan, I know you have the ability to impose certain conditions upon your approval in the many steps ahead of this development process. It will not only affect visitors to this famous site in the coming years for the city but could even go so far as to have an economic impact in many ways to the local businesses and residents that visit the mural almost daily. Thank you in advance for your service and commitment to the beautiful City of Chanhassen and its future development for all who love it and, more importantly, those affected most directly by future development N Rivers-Johnson Prince Fam for Life 520 -----Original Message----- From: Brenda Vatland Sent: Tuesday, February 20, 2024 12:30 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers development I not in favor of the height of the buildings, the density of the development, and the two bedroom units only having one parking stall. I do not agree with the amount of traffic this development will add to west 78th street. I do not want to see TIF money given to this project Thank you Brenda Vatland 7290 Kurvers Pt Rd Chanhassen 521 From: Maria Tyiska Sent: Tuesday, February 20, 2024 4:45 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Urgent Appeal for Preservation of Prince's Mural in Roers Company Downtown Redevelopment Project Dear Members of the City of Chanhassen Council, I am reaching out to share my sentiments regarding the Roers Company Downtown Redevelopment project, particularly concerning the Chanhassen Cinema site adorned with Prince's iconic mural, an integral part of the city's rich history. The mural, masterfully crafted by Mr. G (artist Graham Hoete) in 2016, has become a unique work of art drawing admiration from people worldwide. Its presence has contributed to transforming Chanhassen into a second home for many, attracting visitors who repeatedly revisit this cherished site over the past nearly eight years. While recognizing the inevitability of transformation and progress, I wish to emphasize that this mural is a precious gift to the city and a significant part of Prince's legacy. Its preservation is paramount. As a Prince enthusiast, I understand the complexities involved. I urge you, as council members, to consider imposing conditions during the approval process to address engineering challenges - safeguard, and preserve this irreplaceable piece of art. Beyond its cultural significance, the mural plays a crucial role in attracting visitors, contributing to the local economy, and enhancing the daily lives of residents. The potential loss of such a landmark could have far-reaching impacts. I commend and appreciate your commitment to the splendid City of Chanhassen and its continuous advancement. Your service is vital to ensuring that this unique mural continues to be a source of pride for residents and a draw for visitors. Thank you for your consideration and commitment to preserving the cultural heritage of Chanhassen. Sincerely, Maria Tyiska -- “Dont stress over what could have been; chances are if it should have been, it would have been." ~Unknown 522 ____________________________________________________________________________________ _______________________________________________________________________________ https://www.chanhassenmn.gov/departments/community- development/planning/proposed-development-projects/chanhassen-cinema-hotel- redevelopment A significant part of the allure of Chanhassen stems from the charming appeal of its architecture. Commercial buildings reflect detailing that fits well with the style of residential spaces along with ample green space. Careful planning and consideration is paramount as changes and improvements are being considered. There is a proposed development currently being considered for space now occupied by the Country Inn and Suites by Radisson. These proposed plans are concerning for several reasons. Proposed Building Height Most of the buildings in downtown Chanhassen are three stories tall or lower. The new development plan proposes a six-story building extending to the sidewalks at the intersection of 78th St. and Market Blvd. This would significantly alter the open feel that now exists to a highly urbanized appearance. Plans exist to build a new Community Center at the northwest corner of this intersection where a park now exists. Adding this proposed development would significantly change the visual dynamics of the area. Expand the greenspace area in the proposed development 78th St. to create a park area to replace the one planned for the new Community Center. Doing this provides a convenient place for the new building’s residents to relax with their families and friends. It could also offer a location for a Farmer’s Market and local craftspeople to sell their products, thereby attracting shoppers to nearby establishments. Consider adapting a plan that includes restaurant and retail space along the streets that does not exceed one story. Incorporate space at the street level for restaurants to offer private outdoor seating. This feature has become popular at places such as Brendisi’s Pub and Axel’s, where it welcomes foot traffic to these establishments. There is no space allotted for this in the developer’s current plan. Reserve additional building height to areas of the building that do not encroach on the roadways. Limit overall height to no more than four stories, preferably racing the south, back side of existing buildings. Architectural Style The Country Inn is a three-story building with a slanted roof. This style, with roofline variations, reflects the surrounding homes. It does not overwhelm in the same way the Venue, located east of the proposed redevelopment does. Heritage Park Apartments, west of Great Plains Blvd. and Chan View Drive are styled in a way that complements neighboring homes. The rooflines, integrated balconies, and detailing gives these residences a homey feel. Slanted roof lines are better suited for inevitable snow accumulations than flat-roof designs. Balconies provide privacy with the advantage that they do not look like afterthoughts. The facade is broken up by interesting details. Tax Incremental Financing (TIF) Sell municipal bonds as an investment rather than increase property or sales tax. The higher residents are taxed, the less attractive a city becomes. Traffic Management The proposed buildings would add increased housing units. This creates the potential for a very congested area in the center of the city. Allow for the possibility for potential widened to four lanes of 78th St. Currently, there are two lanes going west, a single lane going east. Additional housing and retail certainly include the need to accommodate an increased flow of traffic along this corridor. ____________________________________________________________________________________ ____________________________________________________________________________________ 523 From: Connie Schibilla Sent: Thursday, February 22, 2024 6:49 AM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Hotel/cinema development Hoping there is a considera�on to include hotel room op�ons 1 floor per building or ? These rooms would be suite like w kitchens (same floor plan as studio or 1 bedroom apts) Benefit - no transporta�on required for dining, theatre and special events. Connie Schibilla ____________________________________________________________________________________ ____________________________________________________________________________________ From: Christopher Goh Sent: Monday, February 26, 2024 10:25 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Comments My name is Christopher Goh 521 Shadowmere, Chanhassen, MN 55317 I have lived in Chanhassen for the last 24 years and don't approve of this development!. It will increase downtown traffic considerably, change the nature of of delightful downtown and create a new block of buildings that don't fit. We don't need a high rise right in the middle of town. Chris ____________________________________________________________________________________ ____________________________________________________________________________________ From: The Michels Sent: Friday, March 1, 2024 4:41 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers Property/Development - TIF proposal City of Chanhassen Leadership - I am absolutely opposed to any Tax Increment Financing being given. Tired of individuals and developers feeding at the public trough. What good is development without property tax collection. This development is for market rate apartments, and there is no reason to subsidize such. Rents are at record high prices. Todd Michels 524 ____________________________________________________________________________________ ____________________________________________________________________________________ From: Shelly Leatham Sent: Monday, March 4, 2024 4:41 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Roers development proposal I do not know if I will be able to make the public hearing Monday evening, but do want to share my feedback. I like the idea of making Chanhassen a more walkable downtown area, but not by creating more six-story buildings while limiting the available parking or reducing the traffic flow along W. 78th St. I lived in Excelsior for a couple of years and appreciated the ability to walk to many of the locations I wanted to go, but part of that was because there were times that driving down Water Street was too much of a hassle. I appreciated the charm of downtown Excelsior, but none of the buildings are six stories. The Venue is not what I would envision as the direction we should continue heading for downtown Chanhassen. Six stories is not charming. Why add more? As someone who lives outside of the downtown Chanhassen area I do not love the idea of driving around to find a parking spot so I can run into a shop. That's not a big issue in the summer when the sidewalks are clear and the temperatures are warm, but living in MN we know that winters bring snow, ice, and cold, and parking a distance away because there isn't an on-street spot to be found is likely going to be the case. As you've already found with Tequila Butcher, having a lack of parking can be a problem. If there aren't going to be enough parking spaces for the people who live in the building then I anticipate that their guests will be looking for parking as well. I recognize that there is no money in public parking lots, but if you want Chanhassen to be a destination you need to have a plan for that. At the very least the developer should ensure that there is sufficient parking for all residents in the new buildings and some parking for guests. Parallel parking along W. 78th is not going to cut it. Additionally, I'm trying to figure out what the push is to create more narrow driving areas like the area around St. Hubert's/Summerwood/Culver's. The area is very congested at times with traffic backing up trying to get onto 101. I see this as an issue that we'll be dealing with in that downtown area where you're trying to reduce lanes. Laredo and W 78th gets to be a fairly busy intersection around the start of the school day and the end of the school day. There are plenty of buses and parents coming and going. On street parking does not seem like a great idea when there is a lot of traffic flowing. Parallel parking requires traffic behind the parking vehicle to stop and wait until the vehicle has parked. I favor the two lane model over the single lane model for these reasons. Finally, I feel like this is being pushed through fairly quickly without much being shared out to residents. There was an email from the Mayor on Dec 22 mentioning it, but with no additional information. Since then things have moved very rapidly. I receive the emails, which not everyone else in the community does, and I have been looking for information, which not everyone else does. As a comparison, Carver County has been finding a number of ways to ensure that residents are weighing in on waste management. In the past two months I have seen way more attempts by Carver County to receive feedback than I have seen information shared from the City on the Roers 525 development. It seems like you're actually trying to ensure you don't get feedback. In fact, I feel like there was way more information shared out regarding the Cafe Zupas potential development and moratorium regarding the drive through than I have seen regarding the Roers development, and this is a significantly larger project. Please consider not building a six-story building with insufficient parking for all residents in the downtown area. Please do not create congestion in the downtown area by reducing traffic flow, and please do not make parking more challenging for those of us who do not live close to downtown. Sincerely, Shelly Leatham 1576 Bluebill Trail Chanhassen ____________________________________________________________________________________ ____________________________________________________________________________________ 526 78th St. & Market Blvd. Proposed Redevelopment Chansassen, MN 527 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Location Map WEST 78TH STR E E T MARKET BLVDMARKET ST REET LAR EDO DR ALDI & VENUE APARTMENTS (NOT SHOWN ON AERIAL) CHANHASSEN DINNER THEATERS PROPOSED PROJECT SITE 528 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Existing Site - Viewed from the North (78th St) 529 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Existing Site - Viewed from West (Market Blvd) 530 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Existing Site - Viewed from the South (Market Street) 531 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Key Metrics: West Building: • 185 apartments • 15,000 SF retail facing 78th St • Structured parking serving residents and retail guests East Building: • 150 apartments • 8,000 SF retail facing parking lot • Structured parking serving residents • Surface parking serving retail guests Project Goals: • Increase housing within the downtown core • Redevelop several auto-oriented sites in order to help create a walkable, mixed- use neighborhood • Divide development into two separate buildings in order to allow for a future north/south street extension connecting 78th St. and Market St. 532 VENUE APARTMENTS ALDI CHANHASSEN STATION CHANHASSEN DINNER THEATERS 974 977 964 23,685 SF RETAIL PARKING6,431 SF RESIDENTIAL 8,360 SF RETAIL 3,564 SF RETAIL 960 18 STALLS 13 STALLS 13 STALLS 5 STALLS973973 FUTURE LOREDO DRIVE EXTENSION21,540 SF RESIDENTIAL 1,554 SF ROOFROOFMARKET BLVDW 78TH ST MARKET ST DN RESTAURANT PATIO 3,887 SF AMENITY 1,944 SF 8,693 SF RETAIL 4,070 SF AMENITY15,408 SF RESIDENT PARKING 3,564 SF RETAIL PLAN NORTH Scale:1" = 80'-0" Market Blvd & W 78th St DISTRICT SITE PLAN 6/21/2023 Chanhassen, MN 533 56,806 SF PARKING 44,412 SF PARKING EXISTING RETAINING WALL TO BE REPLACED IN KIND EXISTING RETAINING WALL TO BE REMOVED - FOUNDATION WALL EXPOSED HOUSING ABOVE (UNEXCAVATED) 1,428 SF BOHSLOPE UP SLOPE DN MOVE IN 35,594 SF RESIDENTIAL 29,780 SF RESIDENTIAL 7,724 SF AMENITY UNIT TERRACES 3,122 SF AMENITY PLAN NORTH Scale:1" = 80'-0" Market Blvd & W 78th St FLOOR PLANS 6/21/2023 Chanhassen, MN MINUS 1 LEVEL LEVEL 2 PLAN 534 39,119 SF RESIDENTIAL 32,841 SF RESIDENTIAL PLAN NORTH Scale:1" = 80'-0" Market Blvd & W 78th St FLOOR PLANS 6/21/2023 Chanhassen, MN TYPICAL UPPER LEVEL FLOOR PLAN 535 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN ESG-Designed Architecture Precedents 536 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN ESG-Designed Architecture Precedents 537 1000 Parkers Lake Rd Unnamed July 10, 2023 Minnetonka - MN W 78th St & Market Blvd Chanhassen, MN Victoria, MN Architecture Precedents 538 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 3/4/2024 8:47:10 PMA.17 3D VIEWS Project Number Author Checker 03/04/24 Market Blvd & W 78th St - West Building Market Blvd & W 78th St -West BuildingChanhassen, MN No. Description Date WEST BUILDING -VIEW FROM PROPOSED CIVIC CAMPUS AT NORTHWEST CORNER OF 78TH & MARKET LOOKING SOUTH ALONG MARKET BLVD WEST BUILDING -VIEW FROM PROPOSED CIVIC CAMPUS AT NORTHWEST CORNER OF 78TH & MARKET LOOKING EAST ALONG 78TH STREET 539 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 3/4/2024 8:47:12 PMA.19 WEST BUILDING - COLOR STUDIES Project Number Author Checker 02/22/24 Market Blvd & W 78th St - West Building Market Blvd & W 78th St -West BuildingChanhassen, MN No. Description Date CIVIC CAMPUS EXTERIOR FINISH PALETTE REFERENCE STONE 2A CAST STONE 2B ARCHITECTURAL PRECAST 3A ARCHITECTURAL PRECAST 3B METAL PANEL 5A/ METAL BALCONY & RAILING 12D METAL PANEL 5B/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D FIBER CEMENT PANEL 6A - COLOR #1 WINDOW 8A/ STOREFRONT 8B/ BALCONY 12C METAL FLASHING 10A BRICK 1A BRICK 1B BRICK 1C BRICK 1D STONE 2A CAST STONE 2B ARCHITECTURAL PRECAST 3B METAL PANEL 5B/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D WINDOW 8A/ STOREFRONT 8B/ BALCONY 12C METAL FLASHING 10A STONE 2A CAST STONE 2B ARCHITECTURAL PRECAST 3B METAL PANEL 5B/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D METAL FLASHING 10A STONE 2A CAST STONE 2B ARCHITECTURAL PRECAST 3B METAL PANEL 5B/ METAL HEAD PANEL 10C/ METAL SILL PANEL 10D METAL FLASHING 10A WEST BUILDING -EXTERIOR FINISH PALETTE BASE CONCEPT BRICK 1A BRICK 1B/ BRICK 1D BRICK 1C METAL PANEL 5A/ METAL BALCONY & RAILING 12D ARCHITECTURAL PRECAST 3A FIBER CEMENT PANEL 6A -COLOR #1 BRICK 1A/ BRICK 1C BRICK 1B/ BRICK 1D ARCHITECTURAL PRECAST 3A METAL PANEL 5A/ METAL BALCONY & RAILING 12D FIBER CEMENT PANEL 6A - COLOR #1 WINDOW 8A/ STOREFRONT 8B/ BALCONY 12C BRICK 1A BRICK 1B BRICK 1C/ BRICK 1D METAL PANEL 5A/ METAL BALCONY & RAILING 12D WINDOW 8A/ STOREFRONT 8B/ BALCONY 12C FIBER CEMENT PANEL 6A - COLOR #1 ARCHITECTURAL PRECAST 3A WEST BUILDING -EXTERIOR FINISH PALETTE ALTERNATE CONCEPT #1 WEST BUILDING -EXTERIOR FINISH PALETTE ALTERNATE CONCEPT #3WEST BUILDING -EXTERIOR FINISH PALETTE ALTERNATE CONCEPT #2 540 Signature Typed or Printed Name License # Date PROJECT NUMBER DRAWN BY CHECKED BY ORIGINAL ISSUE: REVISIONS: KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 3/4/2024 8:47:13 PMA.21 WEST BUILDING - DESIGN EVOLUTION Project Number Author Checker 02/29/24 Market Blvd & W 78th St - West Building Market Blvd & W 78th St -West BuildingChanhassen, MN No. Description Date WEST BUILDING -PREVIOUS PROPOSED DESIGN FROM 1/15/2024 WEST BUILDING -CURRENT PROPOSED DESIGN INCORPORATING CITY COMMENTS TOP FLOOR BUILDING MASSING STEPBACK ALONG MARKET BLVD (APPROX. 26 FEET) REVISED, MORE SUBSTANTIAL BRICK CORNICE INCORPORATED BRICK CORNICE ADDED FOR DESIGN CONSISTENCY WITH OTHER COMMERCIAL ELEMENTS AND STRONGER DEFINITION OF BUILDING BASE. SOLID PARAPET WALL VERSUS PERIMETER RAILING FOR CONCEALMENT OF RESIDENT FURNITURE, ETC. TOP FLOOR BUILDING MASSING STEPBACK ALONG 78TH STREET/ LAREDO DRIVE (APPROX. 12 FEET) ENHANCED BAY FEATURES TO FURTHER EMPHASIZE SUBDIVISION OF BUILDING MASSING ALONG 78TH STREET FRONTAGE REVISED MASSING AT LEVEL 6 FOR IMPROVED INTEGRATION WITH BUILDING DESIGN BELOW. MORE PROMINENCE IMPARTED TO CLUB ROOM & ROOF DECK FEATURES BUILDING FACADE ADJUSTMENTS AT SOUTHWEST CORNER TO IMPROVE THE CLEAR EXPRESSION OF A CONTINUOUS BUILDING BASE LOWERED STOREFRONT SILL HEIGHTS ALONG 78TH STREET FOR ENHANCED BUILDING TRANSPARENCY AND IMPROVED PEDESTRIAN EXPERIENCE 541 Page 1 of 4 Proposed Chanhassen Cinema and Hotel Redevelopment Project FAQ Throughout the application review process, the city has gathered public comment and questions about the proposed redevelopment. The following FAQ represents the most commonly asked questions and provides information responding to them. 1. This is the first I have heard about this project. What did the city do to get the word out? Communication is a strategic priority for the city. The project was first introduced in July 2023 through various channels, including email, social media, mailings, and the Chanhassen Villager. For a comprehensive overview, please refer to the communication packet. 2. What will the traffic be like? / Traffic in this area is already challenging This concern has been on the city’s radar even without the proposed redevelopment. The city is reconstructing Market Blvd in 2025 and that project includes improvements that will make exiting nearby developments onto Market Blvd safer and more accessible. A traffic study showed that with the project, intersections and turning movements will operate at acceptable levels of service in the AM and PM peak hours. Traffic from the project will be dispersed from multiple access points. The east building will mainly utilize Market Street to the south of the development in order to access Market Blvd. to the west or Great Plains Blvd. to the east. The west building will mainly access W. 78 th Street. 3. What will happen to the Prince mural? The developer explored preserving the mural, but due to the state of the building and the mural being directly on the bricks, were not able to. The city does not have any legal authority to require preservation of the mural. The developer has identified a location on the new building to recreate a mural of the same scale. 4. Tell me more about the proposed Laredo Drive Extension? The extension aligns with the city's goal of creating walkable blocks. It provides pedestrian access to Market Street Station (Med Box Grille, Spalon Montage, etc.) and other 542 Page 2 of 4 businesses to the south. The continued roadway connection to Market Street Station is shown as an option for the future. Kraus-Anderson, the property owner of Market Street Station, does not have near-term plans to redevelop. The public roadway connection is shown as an option for the future. 5. Does this proposed development cause an increased need of fire trucks or fire staff? No, this specific development will not increase the need for fire trucks or staff. The City has anticipated growth figures for employment, households, and population within the city’s comprehensive plan, which is the basis for city growth. This proposed project is within those already anticipated growth figures. The city currently has ten full-time firefighters and twenty-six paid-on-call firefighters who provide a high level of service, responding to over 1,200 calls per year with an average response time of 6.5 minutes. 6. The project proposes 310 apartment units and approximately 14,880 square feet of commercial space. Is there enough parking proposed to support those figures? The project provides 68 new surface parking stalls and 406 new structured parking stalls. The project also has access to 45 existing parking stalls. The city conducted a parking study to review the project and proposed parking, and the parking study found that the proposed parking was adequate to meet parking demand even during peak conditions. The same process was followed for The Venue/Aldi project. The city has not experienced parking issues from that project. 7. The two apartment buildings and commercial spaces will require both water and sewer services. How does the city ensure that the city’s utility system has the capacity to serve the project? As part of the plan review process the city’s engineering team assesses utility capacities to ensure adequate capacity to serve what is being proposed. The sewer and water infrastructure downtown was planned to accommodate these types of uses/densities. There is adequate sewer and water infrastructure to service the proposed development. 8. How does the city evaluate the proposed landscaping plan and the species of plants being proposed? The city's environmental resources specialist and forestry consultant review and approve all proposed planting plans during the entitlement and plan review process to ensure they meet or exceed city requirements and will be viable. 9. The developer proposes providing a small percentage of electric vehicle charging stations with the project. How does the city review proposed electrical vehicle charging proposals? 543 Page 3 of 4 The city doesn't mandate a specific percentage of parking stalls with EV chargers. Charging stations are the decisions of private property owners based on current and predicted market demand. The fire marshal reviews plans for compliance with building and fire codes. 10. What is TIF Financing, and why does this project need it? Tax Increment Financing allows a project that would not otherwise be financially viable to be built, often with the intent of spurring redevelopment. The current property taxes paid today by each property in the TIF District are frozen and continue to be paid to the School District, County, City, etc. A percentage of the increased property taxes are rebated to the developer for up to 16 years. TIF payments are pay-as-you-go, and the developer only receives the rebate payments on taxes paid by the property. Once the TIF note is repaid, the increased property taxes are paid to the School District, County, City, etc. TIF allows for local taxing bodies to make a joint investment in the development or redevelopment of an area, with the intent that any short-term gains be reinvested and leveraged so that all taxing bodies will receive larger financial gains in the future. 11. Is Roers Company a reputable developer? I’ve heard they had to pay tenants to break leases in a Milwaukee project? Roers Companies had a development project in Milwaukee Wisconsin that involved repurposing a Briggs & Stratton manufacturing building originally constructed in 1906 where prior uses created environmental issues that weren’t able to be resolved. The developer has completed their due diligence in assessing the environmental conditions of the site in Chanhassen. Roers Companies has completed or is in progress with multifamily residential projects throughout the metro area, including West St. Paul, Lakeville, St. Louis Park, Fridley, Blaine, Shakopee, Minnetonka, and Victoria. 12. I’m still concerned about traffic. Tell me more about what has been done to study this. The project completed a traffic impact assessment in addition to a city-contracted downtown traffic study. The study indicates minimal impact on the operations of the roadway network, with anticipated acceptable levels of service during peak hours. The site is anticipated to generate 3,015 daily trips, including 259 AM peak hour trips (105 entering and 154 exiting) and 257 PM peak hour trips (157 entering and 100 exiting). This trip generation estimate should be considered extremely conservative (estimating high) because it was assumed all retail/restaurant space was occupied by a 544 Page 4 of 4 highly trip-intensive land use (high turnover sit-down restaurant). Less trip-intensive uses will likely occupy some portion of this retail restaurant space. The traffic model estimate was also not offset by trips from existing site uses. The site will utilize two access points (both existing), a primary access at 78th Street & Laredo Drive, and a secondary access to Market Street through connected parking lots. A capacity analysis was performed for Existing Year (2023), Future Year (2045) No-Build, and Future Year (2045) Build conditions. In all scenarios, it determined that study intersections and movements adjacent to the proposed project are anticipated to operate at acceptable levels of service during all hours, including in the AM and PM peak hours. 545 APRIL 5, 2023 - CHAN-HAPPENINGS 1,568 RECIPIENTS 1 546 JULY 28, 2023 - MESSAGE FROM THE MAYOR 10,316 RECIPIENTS 2 547 AUGUST 8, 2023 - PROJECT WEBSITE ESTABLISHED 3,553 VISITORS HAVE VIEWED THIS WEBPAGE (DATA PULLED MARCH 6, 2024) 3 548 DECEMBER 22, 2023 - MESSAGE FROM THE MAYOR 12,025 RECIPIENTS 4 549 JANUARY 2, 2024 - PROJECT UPDATE 3,007 RECIPIENTS 5 550 JANUARY 7, 2024 - NEWSPAPER AD 6 551 JANUARY 10, 2024 - CHAN-HAPPENINGS 5,029 RECIPIENTS 7 552 JANUARY 17, 2024 - CHAN-HAPPENINGS 5,029 RECIPIENTS 8 553 JANUARY 17, 2024 - SOCIAL MEDIA 3,734 RECIPIENTS 9 554 JANUARY 19, 2024 - MESSAGE FROM THE MAYOR 12,254 RECIPIENTS 10 555 JANUARY 25, 2024 - NEWS ARTICLE 11 556 JANUARY 29, 2024 - PROJECT UPDATE 2,221 RECIPIENTS 12 557 FEBRUARY 7, 2024 - CHAN-HAPPENINGS 5,086 RECIPIENTS 13 558 FEBRUARY 8, 2024 - POSTCARD NOTIFICATION MAILED TO 89 PROPERTY OWNERS LOCATED NEAR THE REDEVELOPMENT 14 559 FEBRUARY 12, 2024 - PROJECT UPDATE 2,241 RECIPIENTS 15 560 FEBRUARY 14, 2024 - CHAN-HAPPENINGS 5,086 RECIPIENTS 16 561 FEBRUARY 16, 2024 - PROJECT UPDATE 2,252 RECIPIENTS 17 562 FEBRUARY 16, 2024 - MESSAGE FROM THE MAYOR 12,233 RECIPIENTS 18 563 FEBRUARY 16, 2024 - SOCIAL MEDIA 1,571 RECIPIENTS 19 564 FEBRUARY 20, 2024 - PROJECT UPDATE 2,257 RECIPIENTS 20 565 FEBRUARY 20, 2024 - MESSAGE FROM THE MAYOR 12,233 RECIPIENTS 21 566 MARCH 1, 2024 - MESSAGE FROM THE MAYOR 12,221 RECIPIENTS 22 567 MARCH 5, 2024 - PROJECT UPDATE 2,312 RECIPIENTS 23 568 MARCH 5 2024 - CHAN-HAPPENINGS 2,312 RECIPIENTS 24 569 MARCH 7, 2024 - SOCIAL MEDIA 530+ RECIPIENTS (UPDATED MARCH 8, 2024) 25 570 MARCH 8, 2024 - PROJECT UPDATE 2,800 RECIPIENTS (UPDATED MARCH 8, 2024) 26 571 From: jeff miller Sent: Friday, March 8, 2024 4:44 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: CORN STAND Will the corn/vegetable stand have a new location? ____________________________________________________________________________________ ____________________________________________________________________________________ From: Jeff Hall Sent: Saturday, March 9, 2024 11:59 AM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Chanhassen Cinema & Hotel Redevelopment Comments To Whom It May Concern: My comments on the redevelopment plans. 1. With the West building's positioning, it will be impossible to widen 78 Street to a four lane boulevard going east past Market Boulevard in the future because of how that building will be offset. I believe that should be planned for as traffic is never going to decrease, only increase as you increase housing density. Never mind the fact that 78 St should be a four lane boulevard through the whole city. That was a mistake from prior years that needs to be corrected. 2. If you are planning to connect Laredo to Market St, you should do that as part of this development. Mark my words, there will be people that will attempt to drive through at least once or twice a year, so I would recommend that you complete that street now not later. 3. I would also recommend that we re-engage the artist that created the Prince mural on the wall of the cinema and figure out another place to recreate it somewhere in the city. I know there is no way to save it where it is, but it is a shame to lose that piece of our City's heritage. Maybe the City can work with the people over at Paisley Park to come up with a place for it. 4. Is the city certain that there is enough parking going to be available with this development? I know there are formulas for this sort of stuff, but for the number of apartments being planned (310) and the amount of retail, 408 parking spots seems awfully light for such a large development. Jeff Hall 41 Fox Hollow Drive Chanhassen, MN 55317-9256 ____________________________________________________________________________________ ____________________________________________________________________________________ From: Hal Newell Sent: Friday, March 8, 2024 6:34 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Another dense-pack, 15 minute city project. Are there not enough apartments to house all the illegals and/or is someone paying somone off? 572 ____________________________________________________________________________________ ____________________________________________________________________________________ From: Ed Kraft Sent: Saturday, March 9, 2024 2:00 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Downtown Redevelopment Why does Chanhassen feel they need to use TIF for this project? How is a payback measured for TIF? It seems TIF has become an expected "gift" for developers with limited justification. I encourage Chanhassen to let projects be based on their own merrits and discontinue use of TIF financing. The current development plan is turning the Chanhassen downtown area into a "concrete jungle". We will be losing those features which make Chanhassen unique and special. What consideration / plans are given for the sweet corn / vegetable stand and the farmers market? ____________________________________________________________________________________ ____________________________________________________________________________________ From: Susan Henderson Sent: Saturday, March 9, 2024 6:24 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Redevelopment We are against the new development proposed for the hotel and theater. It would totally change the feeling of our wonderful town. Greed is so obvious. Susan and Alfred Hederson ____________________________________________________________________________________ ____________________________________________________________________________________ From: Lynne PILGRIM Sent: Sunday, March 10, 2024 6:31 PM To: DL Public Comments <publiccomments@chanhassenmn.gov> Subject: Chanhassen development plans Thank you for accepting public comments online. Those of us who are unable to be there in person appreciate your accommodating us. Chanhassen has been our home for 47years and it’s future developments do affect our interest in remaining in the area for our sunset years. The plans for the civic center and downtown Chanhassen have been shown to the public on numerous occasions. Most of the plans are exciting and innovative ideas that will keep our beautiful town a progressive and exciting place to live and work in. The new activities and places sound good . However, as I have studied the plans questions have come to my mind as to how welcoming and assessable the library and city hall will be to senior citizens, especially those who need support from wheelchairs, walkers or canes and to parents/care givers of young children who will be using strollers, carrying extra bags and trying to keep busy, active toddlers under control. The plans have reduced the flat, closely 573 located parking spots that are so vital especially to these two groups of residents. The upper lot has a very steep and dangerous stairway and is not a safe alternative option. City staff needs to be concerned about the safety of our seniors and our young population. My I suggest that the planning committee borrow a wheelchair and try parking in the upper lot with a bag of books, a briefcase or purse and going to the library. Add ice and snow. Now try the same adventure with a stroller, bag of books, diaper bag and one infant and two active toddlers. Don’t get frustrated. It is not easy as you think it would be. Without adequate flat parking our library will find a decrease in public use. Currently, if the lower lots are filled we use the L & B lot across the street.; not necessarily the safest choice. Less flat parking will make the problem even bigger. As far as the removal and redevelopment of the movie theater and the Country Suites I have mixed feelings. The movie theater area has had difficulties getting businesses to thrive. The Country Suites has been a good neighbor and a “home” for many Chanhassen Theater guests. People who use to live in Chanhassen return to visit the theater, old neighbors and relatives have expressed how special it has been to be able to stay close to the dinner theater and their old neighborhoods. Building new apartments that do not provide adequate parking for residents and their guests could be a problem. The lack of parking for Aldi’s often finds customers parking in the Country Suites area or in the area that is suppose to be for the dinner theater and those shops. If that is gone where will shoppers park? When the five story Aldi building and Venture apartments were built our city needed a fire truck that could reach that height. The current development proposal has an even higher building proposed. Will our fire equipment be able to service that height? What happens to the TIf funding if the buildings do not get filled? Why would it be projected as a place for Seniors or families. Most seniors would prefer smaller buildings that are more assessable using stairs, if able. These buildings are too tall for our town. Reduce the size. Our downtown does not need tall buildings dominating the landscape. Actually, it has been a ongoing discussion for years among the older residents that Chanhassen needs more villas or one level townhomes that are in an acceptable price point and located in the center of the city, within walking distance of the stores and places (ie library, senior center, pharmacy etc). We are active. We are proud of our city. We want to stay here and enjoy our favorite places. We walk, bike and enjoy being outside with friends. We do not want to be forced into “senior housing” with planned activities yet. I personally walk our town a lot and am well aware of the safe vs unsafe areas to cross the streets and the need to updates and new places. Please, just don’t make my walk more difficult or force me to consider a different community. Thank you for your time, Lynne Pilgrim Chanhassen Estates resident since 1977 ____________________________________________________________________________________ ____________________________________________________________________________________ 574 City Council Item March 11, 2024 Item Hold Public Hearing and Consider Resolution 2024-XX: Approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13. File No.Item No: F.2 Agenda Section GENERAL BUSINESS Prepared By Sam DiMaggio, Economic Development Manager Reviewed By SUGGESTED ACTION Motion to adopt the Resolution approving a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and approve the Tax Increment Financing Plan for Tax Increment Financing District No. 13. Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The City Council is asked to hold a Public Hearing to consider the establishment of a Renewal and Renovation Tax Increment Financing (TIF) District, and to approve the Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13. If approved, the funds generated from TIF 13 would financially assist Roers Companies with the redevelopment of the Chanhassen Cinema and the County Inn & Suites. The Chanhassen Cinema has been vacant since April 2023 and the hotel is still operational at this time. LHB has completed an analysis of both buildings, which is attached with the TIF Plan for review. Both buildings have met the statutory requirements for the Renewal and Renovation District. 575 A TIF payment is a rebate of a percentage of the increased property taxes paid by that property owner. Roers is requesting a TIF district be created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties into a $125 million mixed-use development, consisting of two five-six-story buildings containing approximately 310 multi- family housing units, up to 18,000 rentable square feet of commercial space, and approximately 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo Drive through the property, utility relocations, and interior and surrounding road and sidewalk improvements. State statute establishes these expenses as eligible to be paid for through TIF. The TIF eligible expenses has a total anticipated cost of $9,883,696 not including interest. Expense eligible to be recouped through TIF proceeds are established by state statute. Once the development is complete, the district is expected to generate approximately $14,372,772 in total tax increment. The developer is showing a financing gap of $6,360,000, which is why they are requesting TIF assistance. If approved, the EDA would enter into development agreements with Roers Acquisitions LLC or an affiliate as the developer. The development is anticipated to begin in 2024. As part of the development agreement, Roers will need to demonstrate completion of the approved projects and verification of the final costs. The maximum amount of TIF funding would be $6,360,000 and if costs come in below budget, the note amount will get reduced. The city may retain up to 10% of the TIF for administration fees. The development contract will also require that the developer pay for all sewer and water access charges (SAC/WAC) for residential and commercial spaces. The city has received feedback from the local business community that SAC/WAC charges make it difficult for small businesses to get started in Chanhassen. By requiring the developer to pay those fees as part of the TIF negotiations the community is in a better position to foster small business growth in the downtown area. The City's Economic Development Commission (EDC) reviewed the financial aspects of the TIF request at its meeting on January 9, 2024, and recommended approval of the TIF request. On February 20, 2024, the Planning Commission formally approved that the TIF Plan was consistent with the city's 2040 Comprehensive Plan. Nick Anhut, Senior Municipal Advisor with Ehlers, the city's financial consultant, will present their financial findings to the EDA and the developer will also attend the meeting to answer any questions. BACKGROUND A Renewal and Renovation District would be established to assist with redeveloping sites that contain substandard buildings and buildings that require substantial renovation and clearance. A renovation and renewal TIF district has a maximum term of 16 years of increment which is established by state statute. This would be a "pay-as-you-go" TIF, which means that the taxes would be paid by the owner/developer and a portion of the new, additional, taxes paid would be rebated back once it is determined that the expenditures are valid, and the goals of the project are met. The current tax capacity is not eligible to be rebated and would continue to be distributed to the taxing jurisdictions. Pay-as-you- go financing relies on the private developer or property owner to initially finance the costs of the TIF improvements. A development agreement between the authority and the developer then provides the developer will be repaid as tax increments are collected. This form of TIF structuring removes financial risk to the city. 576 DISCUSSION BUDGET RECOMMENDATION The Economic Development Commission and staff recommends the City Council adopt the proposed Resolution approving a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and approve a Tax Increment Financing Plan for Tax Increment Financing District No. 13. ATTACHMENTS Chanhassen TIF 13 Plan and Renewal and Renovation Property Report from LHB Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and Approving a Tax Increment Financing Plan for Tax Increment Financing District No. 13 577 Adoption Date: March 11, 2024 City of Chanhassen Carver County, Minnesota MODIFICATION TO THE REDEVELOPMENT PLAN Downtown Chanhassen Redevelopment Project Area & Tax Increment Financing (TIF) Plan Establishment of Tax Increment Financing District No. 13 (a renewal and renovation district) BUILDING COMMUNITIES. IT’S WHAT WE DO. Prepared by: Ehlers 3060 Centre Pointe Drive Roseville, Minnesota 55113 578 TABLE OF CONTENTS Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area 1 FOREWORD 1 Tax Increment Financing Plan for Tax Increment Financing District No. 13 2 FOREWORD 2 STATUTORY AUTHORITY 2 STATEMENT OF OBJECTIVES 2 REDEVELOPMENT PLAN OVERVIEW 3 DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED 3 DISTRICT CLASSIFICATION 4 DURATION & FIRST YEAR OF TAX INCREMENT 5 ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS 5 SOURCES OF REVENUE/BONDS TO BE ISSUED 7 USES OF FUNDS 7 FISCAL DISPARITIES ELECTION 8 ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS 8 SUPPORTING DOCUMENTATION 11 DISTRICT ADMINISTRATION 11 Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District Appendix B: Estimated Cash Flow for the District Appendix C: Findings Including But/For Qualifications Appendix D: Renewal and Renovation Qualifications for the District Appendix E: Permits Issued 579 City of Chanhassen Tax Increment Financing District No. 13 Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area FOREWORD The following text signifies a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area (the “Redevelopment Project Area”). This modification represents a continuation of the goals and objectives set forth in the original Redevelopment Plan for the Redevelopment Project Area. Generally, the substantive change includes the establishment of Tax Increment Financing District No. 13 within the Redevelopment Project Area. For further information, a review of the Redevelopment Plan for the Redevelopment Project Area is recommended. It is available on file at the office of the Economic Development Manager at the City of Chanhassen. Other relevant information is contained in the tax increment financing plans for the tax increment financing districts located within the Redevelopment Project Area. 580 City of Chanhassen Tax Increment Financing District No. 13 2 Tax Increment Financing Plan for Tax Increment Financing District No. 13 FOREWORD The City of Chanhassen (the "City"), the Chanhassen Economic Development Authority (the “EDA”), staff and consultants have prepared the following information to expedite the establishment of Tax Increment Financing District No. 13 (the "District"), a renewal and renovation tax increment financing district, located in the Downtown Chanhassen Redevelopment Project Area. STATUTORY AUTHORITY Within the City, there exist areas where public involvement is necessary to cause development or redevelopment to occur. To this end, the EDA and City have certain statutory powers pursuant to Minnesota Statutes ("M.S."), Sections 469.090 - 469.1082, inclusive, as amended, and M.S., Sections 469.174 to 469.1794, inclusive, as amended (the "TIF Act"), to assist in financing public costs related to this project. This section contains the Tax Increment Financing Plan (the "TIF Plan") for the District. Other relevant information is contained in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area, as modified. STATEMENT OF OBJECTIVES The District currently consists of six (6) parcels of land and adjacent roads and internal rights-of-way. The District is being created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties in the City into a $125 million mixed-use development consisting of two five-six story buildings containing approximately 310 multi-family housing units, 18,000 rentable square feet of commercial space, and 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo drive through the property, utility relocations and interior and surrounding road and sidewalk improvements. The EDA anticipates entering into an agreement with Roers Acquisitions LLC or an affiliate as the developer. Development is anticipated to begin in 2024. This TIF Plan is expected to achieve many of the objectives outlined in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area. 581 City of Chanhassen Tax Increment Financing District No. 13 3 The activities contemplated in the Modification to the Redevelopment Plan and the TIF Plan do not preclude the undertaking of other qualified development or redevelopment activities. These activities are anticipated to occur over the life of Downtown Chanhassen Redevelopment Project Area and the District. REDEVELOPMENT PLAN OVERVIEW Pursuant to the Redevelopment Plan and authorizing state statutes, the EDA and City are authorized to undertake the following activities in the District: 1. Property to be Acquired - Selected property located within the District may be acquired by the EDA or City and is further described in this TIF Plan. 2. Relocation - Relocation services, to the extent required by law, are available pursuant to M.S., Chapter 117 and other relevant state and federal laws. 3. Upon approval of a developer's plan relating to the project and completion of the necessary legal requirements, the EDA or City may sell to a developer selected properties that it may acquire within the District or may lease land or facilities to a developer. 4. The EDA or City may perform or provide for some or all necessary acquisition, construction, relocation, demolition, and required utilities and public street work within the District. DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED The District encompasses all property and adjacent rights-of-way and abutting roadways identified by the parcels listed below. Parcel number Address Owner 25.1180010 575 78th St W Chanhassen Lodging 25.1180020 575 78th St W Chanhassen Lodging 25.1190010 591 78th St W Chanhassen Lodging 25.1190030 N/A Chanhassen Lodging 25.1190040 N/A Chanhassen Lodging 25.2830010 570 Market St Chanhassen Properties 582 City of Chanhassen Tax Increment Financing District No. 13 4 Please also see the map in Appendix A for further information on the location of the District. The EDA and City do not own any parcels of the property to be included in the District. The EDA or City may acquire any parcel within the District including interior and adjacent street or other rights of way. Any properties identified for acquisition will be acquired only in order to accomplish one or more of the following: storm sewer improvements; provide land for needed public streets, utilities and facilities; and/or carry out land acquisition, site improvements, clearance or development to accomplish the uses and objectives set forth in this plan. The EDA or City may acquire property by gift, dedication, condemnation or direct purchase from willing sellers in order to achieve the objectives of this TIF Plan. Such acquisitions will be undertaken only when there is assurance of funding to finance the acquisition and related costs. DISTRICT CLASSIFICATION The EDA and City, in determining the need to create a tax increment financing district in accordance with the TIF Act, find that the District, to be established, is a renewal and renovation district pursuant to M.S., Section 469.174, Subd. 10a. In meeting the statutory criteria the EDA and City rely on the following facts and findings: • The District is a renewal and renovation district consisting of six (6) parcels. • An inventory shows that parcels consisting of more than 70% of the area in the District are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures. • An inspection of the buildings located within the District finds that at least 20% of the buildings are structurally substandard as defined in the TIF Act. (See Appendix D). • An inspection of the buildings located within the District finds that more than 30% of the other buildings require substantial renovation or clearance to remove existing conditions such as inadequate street layout, incompatible uses and others as defined in the TIF Act. (See Appendix D). Pursuant to M.S., Section 469.176, Subd. 7, the District does not contain any parcel or part of a parcel that qualified under the provisions of M.S., Sections 273.111, 273.112, or 273.114 or Chapter 473H for taxes payable in any of the five calendar years before the filing of the request for certification of the District. 583 City of Chanhassen Tax Increment Financing District No. 13 5 DURATION & FIRST YEAR OF TAX INCREMENT Pursuant to M.S., Section 469.175, Subd. 1, and Section 469.176, Subd. 1, the duration and first year of tax increment of the District must be indicated within the TIF Plan. Pursuant to M.S., Section 469.176, Subd. 1b., the duration of the District will be 15 years after receipt of the first increment by the EDA (a total of 16 years of tax increment). The EDA elects to receive the first tax increment in 2026, which is no later than four years following the year of approval of the District. Thus, it is estimated that the District, including any modifications of the TIF Plan for subsequent phases or other changes, would terminate after 2041, or when the TIF Plan is satisfied. The EDA reserves the right to decertify the District prior to the legally required date. ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS Pursuant to M.S., Section 469.174, Subd. 7 and M.S., Section 469.177, Subd. 1, the Original Net Tax Capacity (ONTC) as certified for the District will be based on the market values placed on the property by the assessor in 2023 for taxes payable 2024. Pursuant to M.S., Section 469.177, Subds. 1 and 2, the County Auditor shall certify in each year (beginning in the payment year 2026) the amount by which the original value has increased or decreased as a result of: 1. Change in tax exempt status of property; 2. Reduction or enlargement of the geographic boundaries of the District; 3. Change due to adjustments, negotiated or court-ordered abatements; 4. Change in the use of the property and classification; 5. Change in state law governing class rates; or 6. Change in previously issued building permits. In any year in which the current Net Tax Capacity (NTC) value of the District declines below the ONTC, no value will be captured and no tax increment will be payable to the EDA. The original local tax rate for the District will be the local tax rate for taxes payable 2024, assuming the request for certification is made before June 30, 2024. The final tax rates for 2024 were not available at the time the District was established. 584 City of Chanhassen Tax Increment Financing District No. 13 6 The projected ONTC and the Original Local Tax Rate for the District appear in the table below. Pursuant to M.S., Section 469.174 Subd. 4 and M.S., Section 469.177, Subd. 1, 2, and 4, the estimated Captured Net Tax Capacity (CTC) of the District, within Downtown Chanhassen Redevelopment Project Area, upon completion of the projects within the District, will annually approximate tax increment revenues as shown in the table below. The EDA requests 100% of the available increase in tax capacity be used for repayment of its obligations and current expenditures, beginning in the tax year payable 2026. The Project Tax Capacity (PTC) listed is an estimate of values when the projects within the District are completed. Estimated Project Tax Capacity upon completion (PTC) 1,364,901 Less: Estimated Original Net Tax Capacity (ONTC) 132,719 Less: Fiscal Disparities 32,231 Estimated Captured Tax Capacity (CTC)1,199,952 Original Local Tax Rate 84.7681% Prelim Pay 2024 Estimated Annual Tax Increment $1,017,176 Percent Retained by the EDA 100% Project Tax Capacity Note: Tax capacity includes a 1% inflation factor for the duration of the District. The PTC included in this chart is the estimated tax capacity of the District in year 16. The net tax capacity of the District upon stabilization of the project in year two is estimated to be $1,187,414. Pursuant to M.S., Section 469.177, Subd. 4, the EDA shall, after a due and diligent search, accompany its request for certification to the County Auditor or its notice of the District enlargement pursuant to M.S., Section 469.175, Subd. 4, with a listing of all properties within the District or area of enlargement for which building permits have been issued during the eighteen (18) months immediately preceding approval of the TIF Plan by the municipality pursuant to M.S., Section 469.175, Subd. 3. The County Auditor shall increase the original net tax capacity of the District by the net tax capacity of improvements for which a building permit was issued. The City has reviewed the area to be included in the District to determine if any building permits have been issued during the 18 months immediately preceding approval of the TIF Plan by the City. One reroofing permit has been identified for PID # 25.1190010 and will accompany the request for certification. The permitted activity is not expected to increase the Original Net Tax Capacity. Please see Appendix E for the building permit that was issued. 585 City of Chanhassen Tax Increment Financing District No. 13 7 SOURCES OF REVENUE/BONDS TO BE ISSUED The total estimated tax increment revenues for the District are shown in the table below: SOURCES Tax Increment 14,372,772$ Interest 718,638 TOTAL 15,091,410$ The costs outlined in the Uses of Funds will be financed primarily through the annual collection of tax increments. The EDA and City reserve the right to issue bonds (as defined in the TIF Act) or incur other indebtedness as a result of the TIF Plan. As presently proposed, the projects within the District will be financed by one or more pay-as-you-go notes. Any refunding amounts will be deemed a budgeted cost without a formal modification to this TIF Plan. This provision does not obligate the EDA or City to incur debt. The EDA or City will issue bonds or incur other debt only upon the determination that such action is in the best interest of the City. The EDA or City may issue bonds secured in whole or in part with tax increments from the District in a maximum principal amount of $15,091,410. Such bonds may be in the form of pay-as-you-go notes, revenue bonds or notes, general obligation bonds, or interfund loans. This estimate of total bonded indebtedness is a cumulative statement of authority under this TIF Plan as of the date of approval. USES OF FUNDS Currently under consideration for the District is a proposal to facilitate the renewal and renovation of two aging and underutilized properties within the City’s downtown. The EDA and City have determined that it will be necessary to provide assistance to the project(s) for certain District costs, as described herein. The EDA has studied the feasibility of the development or redevelopment of property in and around the District. To facilitate the establishment and development or redevelopment of the District, this TIF Plan authorizes the use of tax increment financing to pay for the cost of certain eligible expenses. The estimate of public costs and uses of funds associated with the District is outlined in the following table. 586 City of Chanhassen Tax Increment Financing District No. 13 8 USES Land/Building Acquisition 1,000,000$ Site Improvements/Preparation 2,000,000 Affordable Housing - Utilities 2,500,000 Other Qualifying Improvements 2,946,419 Administrative Costs (up to 10%) 1,437,277 PROJECT COSTS TOTAL 9,883,696$ Interest 5,207,714 PROJECT AND INTEREST COSTS TOTAL 15,091,410$ The total project cost, including financing costs (interest) listed in the table above does not exceed the total projected tax increments for the District as shown in the Sources of Revenue section. FISCAL DISPARITIES ELECTION Pursuant to M.S., Section 469.177, Subd. 3, the EDA may elect one of two methods to calculate fiscal disparities. The EDA will choose to calculate fiscal disparities by clause b (inside). ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS The estimated impact on other taxing jurisdictions assumes that the redevelopment contemplated by the TIF Plan would occur without the creation of the District. However, the EDA has determined that such development or redevelopment would not occur "but for" tax increment financing and that, therefore, the fiscal impact on other taxing jurisdictions is $0. The estimated fiscal impact of the District would be as follows if the "but for" test was not met: Entity Preliminary 2023/Pay 2024 Total Net Tax Capacity Estimated Captured Tax Capacity (CTC) upon completion Percent of CTC to Entity Total Carver County 217,510,096 1,199,952 0.5517% City of Chanhassen 64,817,920 1,199,952 1.8513% ISD No. 112 (Eastern Carver County Schools)128,134,116 1,199,952 0.9365% Impact on Tax Base 587 City of Chanhassen Tax Increment Financing District No. 13 9 Entity Preliminary Pay 2024 Extension Rate Percent of Total CTC Potential Taxes Carver County 29.9930% 35.38% 1,199,952 $ 359,902 City of Chanhassen 20.9102% 24.67% 1,199,952 250,912 ISD No. 112 (Eastern Carver County Schools)28.5491% 33.68% 1,199,952 342,576 Other 5.3157% 6.27% 1,199,952 63,786 84.7681% 100.00% $ 1,017,176 Impact on Tax Rates The estimates listed above display the CTC when all construction is completed. The tax rate used for calculations is the Preliminary Pay 2024 rate. The total net capacity for the entities listed above are based on Preliminary Pay 2024 figures. The District will be certified under the Final Pay 2024 rates, which were unavailable at the time this TIF Plan was prepared. Pursuant to M.S., Section 469.175 Subd. 2(b): (1) Estimate of total tax increment. It is estimated that the total amount of tax increment that will be generated over the life of the District is $14,372,772; (2) Probable impact of the District on city provided services and ability to issue debt. A marginal impact of the District on police protection is expected as it is with any increase in development density. New developments add an increase in traffic and additional overall demands to the call load. Based on the type of building, the City estimates 30 to 50 calls per year. The City does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities. The probable impact of the District on fire protection is not expected to be significant. New buildings generate few calls, if any, and are of superior construction that is compliant with the latest building codes and fire protection systems. One existing building, located at the site, which will be eliminated by the new development, has outstanding code violations. The City expects a very small increase in call volume, if any, and does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities for fire protection. 588 City of Chanhassen Tax Increment Financing District No. 13 10 The impact of the District on public infrastructure is expected to be minimal. The development is not expected to significantly impact any traffic movements external to the area and the project will provide necessitated road, utility and parking infrastructure improvements as part of the private development costs. This will include extension of a public roadway through the property and watermain relocation. The current infrastructure for sanitary sewer, storm sewer and water will be able to handle the additional volume generated from the proposed development. Based on the development plans, there are not anticipated to be any additional public costs associated with street maintenance, sweeping, plowing, lighting and sidewalks. The development in the District is expected to contribute all sanitary sewer (SAC) and water (WAC) connection fees in accordance with its Site Plan Agreement. The probable impact of the issuance of any general obligation tax increment bonds payable from tax increment revenues from the District on the City’s ability to issue debt for general fund purposes is expected to be minimal. As presently proposed, it is not anticipated that there will be any general obligation debt issued in relation to this project. Any such issuance, if considered, would not be expected to require the City’s general revenue support and would not apply to the City's debt limit. (3) Estimated amount of tax increment attributable to school district levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to school district levies, assuming the school district's share of the total local tax rate for all taxing jurisdictions remained the same, is $4,840,624; (4) Estimated amount of tax increment attributable to county levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to county levies, assuming the county's share of the total local tax rate for all taxing jurisdictions remained the same, is $5,085,442; (5) Additional information requested by the county or school district. The EDA and City are not aware of any standard questions in a county or school district written policy regarding tax increment districts and impact on county or school district services. The county or school district must request additional information pursuant to M.S., Section 469.175 Subd. 2(b) within 15 days after receipt of the tax increment financing plan. 589 City of Chanhassen Tax Increment Financing District No. 13 11 No requests for additional information from the county or school district regarding the proposed development for the District have been received to date. SUPPORTING DOCUMENTATION Pursuant to M.S., Section 469.175, Subd. 1 (a), clause 7 this TIF Plan must contain identification and description of studies and analyses used to make the determination set forth in M.S., Section 469.175, Subd. 3, clause (b)(2) and the findings are required in the resolution approving the District. (i) In making said determination, reliance has been placed upon (1) written representation made by the Developer to such effects, (2) review of the Developer’s proforma; and (3) EDA and City staff awareness of the feasibility of developing the project site within the District, which is further outlined in the City Council resolution approving the establishment of the District and Appendix C. (ii) A comparative analysis of estimated market value both with and without establishment of the District and the use of tax increments has been performed. Such analysis is included with the cashflow in Appendix B and indicates that the increase in estimated market value of the proposed development (less the indicated subtractions) exceeds the estimated market value of the site absent the establishment of the District and the use of tax increments. DISTRICT ADMINISTRATION Administration of the District will be handled by the Economic Development Manager. 590 City of Chanhassen Tax Increment Financing District No. 13 Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District 591 592 City of Chanhassen Tax Increment Financing District No. 13 Appendix B: Estimated Cash Flow for the District 593 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentASSUMPTIONS AND RATESDistrictType: Renewal and RenovationDistrict Name/Number: TIF 13County District #: TBDExempt Class Rate (Exempt) 0.00%First Year Construction or Inflation on Value 2024Commercial Industrial Preferred Class Rate (C/I Pref.)Existing District - Specify No. Years RemainingFirst $150,000 1.50%Inflation Rate - Every Year:1.00%Over $150,000 2.00%Interest Rate:6.00%Commercial Industrial Class Rate (C/I) 2.00%Present Value Date:1-Aug-25Rental Housing Class Rate (Rental) 1.25%First Period Ending 1-Feb-26Affordable Rental Housing Class Rate (Aff. Rental)Tax Year District was Certified:Pay 2024First $100,000 0.25%Cashflow Assumes First Tax Increment For Development: 2026 Over $100,000 0.25%Years of Tax Increment 16 Non-Homestead Residential (Non-H Res. 1 Unit)Assumes Last Year of Tax Increment 2041 First $500,000 1.00%Fiscal Disparities Election [Outside (A), Inside (B), or NA]Inside(B)Over $500,000 1.25%Incremental or Total Fiscal DisparitiesIncrementalHomestead Residential Class Rate (Hmstd. Res.)Fiscal Disparities Contribution Ratio 36.7257%Pay 2023First $500,000 1.00%Fiscal Disparities Metro-Wide Tax Rate 123.0260%Prelim Pay 2024Over $500,000 1.25%Maximum/Frozen Local Tax Rate: 84.768%Prelim Pay 2024Agricultural Non-Homestead 1.00%Current Local Tax Rate: (Use lesser of Current or Max.) 84.768%Prelim Pay 2024State-wide Tax Rate (Comm./Ind. only used for total taxes) 30.0000%Prelim Pay 2024Market Value Tax Rate (Used for total taxes) 0.17166%Prelim Pay 2024Building Total Percentage Tax Year Property Current Class AfterLand Market Market Of Value Used Original Original Tax Original After ConversionPID Owner Address Market Value Value Value for District Market Value Market Value Class Tax Capacity Conversion Orig. Tax Cap.125.1180010 Chanhassen Lodging 575 78th St W 335,400 273,600 609,000100% 609,000 Pay 2024C/I12,180 C/I12,180 2225.1180020 Chanhassen Lodging 575 78th St W 323,200 1,641,700 1,964,900100% 1,964,900 Pay 2024C/I39,298 Rental24,561 2325.1190010 Chanhassen Lodging 591 78th St W 701,300 4,623,100 5,324,400100% 5,324,400 Pay 2024C/I106,488 Rental66,555 1425.1190030 Chanhassen Lodging N/A 536,700 0 536,700100% 536,700 Pay 2024C/I10,734 C/I10,734 1525.1190040 Chanhassen Lodging N/A 18,300 0 18,300100% 18,300 Pay 2024C/I366 C/I366 1625.2830010 Chanhassen Properties 570 Market St 663,200 802,600 1,465,800100% 1,465,800 Pay 2024C/I29,316 Rental18,323 22,578,100 7,341,000 9,919,100 9,919,100 198,382 132,719Note:1. Base values are for pay 2024 based on review of County website on December 18, 2023.2. Located in SD #0112, WS #064.Area/ PhaseTax Rates BASE VALUE INFORMATION (Original Tax Capacity)594 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentEstimated Taxable Total Taxable Property Percentage Percentage Percentage Percentage First YearMarket Value Market Value Total Market Tax Project Project Tax Completed Completed Completed Completed Full TaxesArea/Phase New Use Per Sq. Ft./Unit Per Sq. Ft./Unit Sq. Ft./UnitsValue Class Tax Capacity Capacity/Unit 2024 2025 2026 2027 PayableApartments 281,500281,500 31087,265,000 Rental 1,090,813 3,519 40% 100% 100% 100% 2027Retail 270270 18,0284,867,560 C/I Pref. 96,601 5 40% 100% 100% 100% 2027TOTAL92,132,560 1,187,414 Subtotal Residential 310 87,265,000 1,090,813 Subtotal Commercial/Ind. 18,028 4,867,560 96,601 Note:1. Market values are based upon estimates provided by the Assessor's office.Total Fiscal Local Local Fiscal State-wide MarketTax Disparities Tax Property Disparities PropertyValue Total Taxes PerNew Use Capacity Tax Capacity Capacity Taxes Taxes Taxes Taxes Taxes Sq. Ft./UnitApartments 1,090,813 0 1,090,813 924,661 0 0 149,795 1,074,456 3,465.99Retail 96,601 35,477 61,124 51,813 43,647 28,305 8,355 132,121 7.33TOTAL1,187,414 35,477 1,151,936 976,474 43,647 28,305 158,151 1,206,577Note: 1. Taxes and tax increment will vary significantly from year to year depending upon values, rates, state law, fiscal disparities and other factors which cannot be predicted.Total Property Taxes 1,206,577Current Market Value - Est. 9,919,100less State-wide Taxes (28,305)New Market Value - Est. 92,132,560less Fiscal Disp. Adj. (43,647) Difference 82,213,460less Market Value Taxes (158,151)Present Value of Tax Increment 8,617,446less Base Value Taxes (105,256) Difference 73,596,014Annual Gross TIF 871,218Value likely to occur without Tax Increment is less than:73,596,014 WHAT IS EXCLUDED FROM TIF? MARKET VALUE BUT / FOR ANALYSISTAX CALCULATIONSPROJECT INFORMATION (Project Tax Capacity)595 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentTAX INCREMENT CASH FLOWProject Original Fiscal Captured Local Annual Semi-Annual State Admin. Semi-Annual Semi-Annual PERIOD% of Tax Tax Disparities Tax Tax Gross Tax Gross Tax Auditor at Net Tax Present ENDING Tax PaymentOTC Capacity Capacity Incremental Capacity Rate Increment Increment 0.36% 10% Increment Value Yrs. Year Date- - - - 02/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 120,594 0.5 2026 08/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 237,675 1 2026 02/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 584,751 1.5 2027 08/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 921,718 2 2027 02/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,252,537 2.5 2028 08/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,573,721 3 2028 02/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 1,889,040 3.5 2029 08/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 2,195,176 4 2029 02/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,495,718 4.5 2030 08/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,787,506 5 2030 02/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,073,960 5.5 2031 08/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,352,071 6 2031 02/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,625,093 6.5 2032 08/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,890,163 7 2032 02/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,150,381 7.5 2033 08/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,403,019 8 2033 02/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,651,028 8.5 2034 08/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,891,815 9 2034 02/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,128,187 9.5 2035 08/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,357,674 10 2035 02/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,582,952 10.5 2036 08/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,801,668 11 2036 02/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,016,369 11.5 2037 08/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,224,817 12 2037 02/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,429,437 12.5 2038 08/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,628,096 13 2038 02/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 6,823,104 13.5 2039 08/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 7,012,433 14 2039 02/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,198,280 14.5 2040 08/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,378,713 15 2040 02/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,555,826 15.5 2041 08/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,727,781 16 2041 02/01/42 Total14,424,701 (51,929) (1,437,277) 12,935,495 Present Value From 08/01/2025 Present Value Rate 6.00% 8,617,446 (31,023) (858,642) 7,727,781 596 City of Chanhassen Tax Increment Financing District No. 13 Appendix C: Findings Including But/For Qualifications The reasons and facts supporting the findings for the adoption of the Tax Increment Financing Plan (TIF Plan) for Tax Increment Financing District No. 13 (the “District”), as required pursuant to Minnesota Statutes (M.S.), Section 469.175, Subdivision 3 are as follows: 1. Finding that Tax Increment Financing District No. 13 is a redevelopment district as defined in M.S., Section 469.174, Subd. 10. The District consists of six (6) parcels and their internal and adjacent rights-of-way, with plans to redevelop the area into a mixed-use development consisting of approximately 310 multi-family housing units and 18,000 rentable square feet of commercial space. Parcels consisting of 70% of the area of the District are occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures. One of two buildings in the District, not including outbuildings, is structurally substandard and the other building requires substantial renovation or clearance to remove inadequate street layout and obsolescence not suitable for improvement or conversion. (See Appendix D of the TIF Plan.) 2. Finding that the proposed development, in the opinion of the City Council, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of Tax Increment Financing District No. 13 permitted by the TIF Plan. The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future: This finding is supported by the fact that the activities proposed in the TIF Plan meet the City's objectives for redevelopment. The existing property contains substandard or obsolete buildings whose renovation requires high costs related to demolition, remediation, site improvement, and construction of infrastructure. The redevelopment also requires substantial investment toward public improvements including the extension of Laredo Drive, utility relocations, and various internal and external sidewalk and roadway improvements to connect with the downtown area. 597 City of Chanhassen Tax Increment Financing District No. 13 Because of the combination of limited amounts of property available for expansion adjacent to the renewal site and the public and private costs of financing the proposed improvements which are essential to the comprehensive redevelopment of the area, this project is feasibly only through assistance, in part, from tax increment financing. The developer provided a pro forma outlining project sources and uses as well as projected rent, operating cost, vacancy and financing assumptions. City staff and the City’s financial advisor reviewed the information and have determined that the project is not feasible without assistance due to anticipated net operating income and market returns not supporting the overall redevelopment costs for the site. This review supports justification that the Developer would not have gone forward without tax increment assistance. The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the District permitted by the TIF Plan: This finding is justified on the grounds that the development intensity and tax based created on currently underutilized and declining property requires site and public improvement costs that are improbable without public assistance. Specifically, the costs of site preparation, demolition, remediation, and public improvements to include infrastructure and site parking will add significantly to the total redevelopment costs of any development in this area. Site and public improvements costs in this area have made redevelopment infeasible without tax increment assistance. The City reasonably determines that no other redevelopment of similar scope is anticipated on this site without substantially similar assistance being provided to the development. Therefore, the City concludes as follows: a. The City's estimate of the amount by which the market value of the entire District will increase without the use of tax increment financing is $0. b. If the proposed development occurs, the total increase in market value will be $82,213,460. 598 City of Chanhassen Tax Increment Financing District No. 13 c. The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $8,617,446. d. Even if some development other than the proposed development were to occur, the Council finds that no alternative would occur that would produce a market value increase greater than $73,596,014 (the amount in clause b less the amount in clause c) without tax increment assistance. 3. Finding that the TIF Plan for the District conforms to the general plan for the development or redevelopment of the municipality as a whole. The City of Chanhassen Planning Commission reviewed the TIF Plan on February 20, 2024 and adopted Resolution No. 2024-01 finding that the TIF Plan is consistent with Chanhassen’s Comprehensive Plan and therefore conforms to the general plans for the development and redevelopment of the City as a whole. 4. Finding that the TIF Plan for Tax Increment Financing District No. 13 will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the Downtown Chanhassen Redevelopment Project Area by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for the renovation of substandard and underutilized property, construction of a new mixed-use private development which will result in increased employment in the City and the State of Minnesota, an increased tax base of the State and add a high-quality development to the City. 599 City of Chanhassen Tax Increment Financing District No. 13 Appendix D: Renewal and Renovation Qualifications for the District 600 REPORT OF INSPECTION PROCEDURES AND RESULTS FOR DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT WEST 78TH STREET RENEWAL AND RENOVATION TIF DISTRICT Prepared for CITY OF CHANHASSEN, MINNESOTA DECEMBER 1, 2023 601 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 1 of 12 Final Report Table of Contents Part 1 – Executive Summary ....................................................................................................................... 2 Purpose of Evaluation ............................................................................................................................................... 2 Scope of Work ........................................................................................................................................................... 3 Conclusion ................................................................................................................................................................ 3 Part 2 – Minnesota Statute 469.174, Subdivision 10a Requirements ...................................................... 3 A. Coverage Test .................................................................................................................................................. 4 B. Condition of Buildings Test ............................................................................................................................... 4 C. Distribution of Substandard Buildings ............................................................................................................... 5 Part 3 – Procedures Followed .................................................................................................................... 6 Part 4 – Findings .......................................................................................................................................... 6 A. Coverage Test .................................................................................................................................................. 6 B. Condition of Building Test .................................................................................................................................. 8 1. Building Inspection .................................................................................................................................. 8 2. Replacement Cost .................................................................................................................................. 8 3. Code Deficiencies ................................................................................................................................... 8 4. System Condition Deficiencies ............................................................................................................... 9 C. Distribution of Substandard Structures ........................................................................................................... 10 Part 5 - Team Credentials .......................................................................................................................... 12 APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 602 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 2 of 12 Final Report Part 1: Executive Summary Purpose of the Evaluation LHB was hired by the City of Chanhassen to inspect and evaluate the properties within a Tax Increment Financing Renewal and Renovation District (“TIF District”) proposed to be established by the City. The proposed TIF District is bounded by West 78th Street, Market Boulevard, and Market Street (see Diagram 1). The purpose of LHB’s work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether two (2) buildings on six (6) parcels located within the proposed TIF District, meet the qualifications required for a Renewal and Renovation District. Diagram 1: Proposed TIF District 603 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 3 of 12 Final Report Scope of Work The proposed TIF District consists of six (6) parcels with two (2) buildings. Both buildings in the proposed TIF District received interior and exterior inspections. The Chanhassen Cinema building was determined substandard. The Hotel building did not meet the qualifications to be determined “structurally substandard”, but a full building report was still completed showing significant structural and code deficiencies coming up just short of the 15 percent code deficiency requirement. Building code and Condition Deficiency reports for both buildings are in Appendix B. Conclusion After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Renewal and Renovation District under Minnesota Statutes, Section 469.174, Subdivision 10a, it is our professional opinion that the proposed TIF District qualifies as a Renewal and Renovation District because: The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement. 50 percent of the buildings are structurally substandard which is above the 20 percent requirement. 100 percent of the other buildings require substantial renovation or clearance which is above the 30 percent requirement. The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. Part 2: Minnesota Statute 469.174, Subdivision 10a Requirements The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection “The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property...” Exterior Inspection and Other Means “An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard.” 604 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 4 of 12 Final Report Documentation “Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1).” Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires two tests for occupied parcels: A. COVERAGE TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) states: …“parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots” The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states:“For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, or paved or gravel parking lots unless 15 percent of the area of the parcel contains building, streets, utilities, or paved or gravel parking lots, or other similar structures.” B. CONDITION OF BUILDINGS TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10(a) states: …“20 percent of the buildings are structurally substandard; and 30 percent of the other buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community.” Structurally substandard is defined under Minnesota Statues, Section 469.174, Subdivision 10(b), “For purposes of this subdivision, ‘structurally substandard’ shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance.” a. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as “structurally substandard”, due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 2. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: “A building is not structurally substandard if it follows the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence based on reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence.” “Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence.” 605 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 5 of 12 Final Report i. LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c) for the following reasons: 1) The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. 2) Chapter 13 of the 2015 Minnesota Building Code states, “Buildings shall be designed and constructed in accordance with the International Energy Conservation Code.” Further more, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, “References to the International Energy Conservation Code in this code mean the Minnesota Energy Code…” 3) Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. 4) The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. 5) In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota Department of Administration confirmed that the construction cost of new buildings complying with the Minnesota Energy Code is higher than buildings built prior to the enactment of the code. 6) Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. For an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. C. DISTRIBUTION OF SUBSTANDARD BUILDINGS 1. Minnesota Statutes, Section 469.174, Subdivision 10a. (a) (2), states that the conditions described above must be “reasonably distributed throughout the geographic area of the district”. 2. Our interpretation of the distribution requirement is that the substandard buildings and other buildings requiring substantial renovation or clearance must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings and buildings requiring substantial renovation or clearance compared with only the half of the district where the buildings are located. If all the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings and buildings requiring substantial renovation or clearance must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 606 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 6 of 12 Final Report Part 3: Procedures Followed LHB was able to schedule interior and exterior inspections for two (2) buildings in the proposed TIF District on July 27, 2023. The Chanhassen Cinema building (570 Market Street, Parcel A in Diagram 2) received an on-site interior and exterior inspection and was determined substandard. The Hotel building (575 and 591 78th Street West, Parcels B, C, and E in Diagram 2) including the former High Timber Lodge addition, had visible water issues but did not appear to have enough condition deficiencies during the initial inspection to be considered “structurally substandard”. However, the Hotel building did exhibit existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii) in which it requires substantial renovation or clearance to remove existing conditions of incompatible land use relationships and obsolete buildings not suitable for improvement or conversion. Part 4: Findings A. COVERAGE TEST 1. The total square foot area of each parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. 2. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. 3. The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING: The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities or paved drives or parking lots (see Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision 10a (a)(1). 607 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 7 of 12 Final Report Diagram 2: Coverage Shaded area denotes parcels more than 15 percent occupied by buildings, streets, utilities or paved or gravel parking lots or other similar structures. 608 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 8 of 12 Final Report B. Condition Of Building Test 1. BUILDING INSPECTION The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgement whether a building “appears” to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non-code deficiencies in the building. 2. REPLACEMENT COST The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2023. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Chanhassen, Minnesota. Replacement cost includes labor, materials, and the contractor’s overhead and profit. Replacement costs do not include architectural fees, legal fees or other “soft” costs not directly related to construction activities. Replacement cost for each building that was inspected is tabulated in Appendix A. 3. CODE DEFICIENCIES The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2023; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were than able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies exceed the required 15 percent threshold. FINDING: One (1) out of Two (2) buildings (50 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Complete Building Code and Condition Deficiency Reports for the building that was inspected in the proposed TIF District can be found in Appendix B of this report. 609 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 9 of 12 Final Report 4. SYSTEM CONDITION DEFICIENCIES If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then for such building to be “structurally substandard” under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building’s defects, or deficiencies should be of sufficient total significance to justify “substantial renovation or clearance.” Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted “substantial renovation or clearance” based on the criteria we outlined above. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors, and doors. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of “service life” used up for a particular component unless it was an obvious part of that component’s deficiencies. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies are of sufficient total significance to justify “substantial renovation or clearance.” FINDING: In our professional opinion, one (1) of the two (2) buildings (50 percent) in the proposed TIF District is structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 20 percent requirement of Subdivision 10a. (a) (1) (ii). SUBDIVISION 10a. (a) (1) (iii) Subdivision 10a. (a) (1) (iii) requires that at least 30 percent of the other buildings (i.e., all buildings excluding the 20 percent minimum standard) meet the Subdivision 10a (1), clause (iii) test in which the “other” buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community. FINDING: One (1) out of the one (1) remaining buildings (100 percent) in the proposed Renewal and Renovation District exhibits existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii), described as follows: 610 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 10 of 12 Final Report PARCEL B, C, and E: In 2023 the City of Chanhassen began a visioning process for the future of Downtown Chanhassen, which is typically referred to as the areas surrounding West 78th Street between Powers Boulevard and Great Plains Boulevard. The downtown plan, generated from the visioning process, showed a desire for a more walkable, pedestrian-scale downtown with buildings near the streets and parking tucked to the rear, side, or underground. The continued addition of housing opportunities within the downtown is also seen as a priority to increase the number of people within the downtown area at all times of the day to promote a healthy business climate. Over time, West 78th Street will be transformed into more of a traditional 'main street' with on-street parking opportunities, contiguous sidewalks, and opportunities to eat, shop, and recreate. The new civic campus currently being planned by the city will consist of a new city hall, senior city, and city park. The city park will include a splash pad, and an outdoor performance center and winter ice skating to serve as a draw attracting the public to downtown Chanhassen year-round. The new city hall will be located at the intersection of Market Boulevard and West 78th Street and will set the tone for building placement for future downtown developments and redevelopment projects. The City has a vision for this area that is a departure from the suburban Hotel model. Concurrent with the City plans changing for this area, the Hotel ownership group is faced with water penetration issues on the exterior skin of the hotel that if not addressed, will lead to serious consequences. The building has been well-maintained to this point, but will become more difficult to maintain and costly to fix. LHB inspectors found code deficiencies totaling 14.4% of the replacement value of the building. While this is slightly short of what is required to be labeled a “substandard” building by MN TIF Statutes, it is a significant issue for the owners and will impact the viability of this building into the future. The Hotel building as configured is obsolete in terms of current urban standards, and is situated in a large surface parking lot, contrary to the planning vision for this area. While this parcel would naturally be grandfathered into the new land use/zoning, major additions, or improvements to the structure incompatible with the new planning goals would not likely be approved, leading to a disincentive for reinvestment and ultimately blight conditions. C. Distribution Of Substandard Structures Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10 and 10a. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District. FINDING: Buildings meeting the requirements of Minnesota Statutes, Section 469.174, Subdivision 10 and 10a are reasonably distributed compared to all parcels that contain buildings. 611 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 11 of 12 Final Report Diagram 3: Distribution of Substandard Structures Yellow: parcels with buildings. Orange: Structurally Substandard Building Blue: Other Conditions warranting renovation or clearance (Subd. 10a. (1) (iii) 612 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 12 of 12 Final Report Part 5: Team Credentials Michael A. Fischer, AIA, LEED AP - Project Principal/TIF Analyst Michael has 34 years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial, and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning master’s degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards, and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning Organization, and Chair of the Edina Planning Commission. Most recently, he served as a member of the Edina city council and Secretary of the Edina HRA. Michael has also managed and designed several award-winning architectural projects and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Phil Fisher – Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota, he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. Appendices APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 613 APPENDIX A Property Condition Assessment Summary Sheet 614 West 78th Street Renewal and Renovation TIF District Property Condition Assessment Summary SheetTIF Map No.PID # Property AddressImproved or VacantSurvey Method UsedSite Area(S.F.)Coverage Area of Improvements(S.F.)Coverage Percent of ImprovementsCoverageQuantity(S.F.)No. of BuildingsBuildingReplacementCost15% of Replacement CostBuilding Code DeficienciesNo. of Buildings Exceeding 15% CriteriaNo. of buildings determined substandardMeets Subd. 10a. (1) (iii) RequirementsA252830010 570 Market Street Improved Interior/Exterior 39,640 37,658 95.0% 39,640 1 $3,792,114 $568,817 $964,004 1 1 1B251180010 575 West 78th Street Improved Interior/Exterior 23,958 22,520 94.0% 23,958 See Parcel E Note 1C251180020 575 West 78th Street Improved Interior/Exterior 23,086 23,086 100.0% 23,086 See Parcel E Note 1D251190040 N/A Vacant Exterior 1,307 1,307 100.0% 1,307E251190010 591 West 78th Street Improved Interior/Exterior 50,094 47,088 94.0% 50,094 1 $16,449,055 $2,467,358 $2,370,924 0 0 1F251190030 N/A Vacant Exterior 38,332 34,499 90.0% 38,332TOTALS 176,417 176,417 2 1 1 2100.0%Note 1: One continuous building covers Parcels B, C, and EThe Parcel E line contains the full building information 50.0%50.0%M:\23Proj\230558\300 Design\Reports\Final Report\[230558 West 78th Street TIF Summary Sheet.xlsx]Property InfoPercent of other buildings meeting Subd. 10a. (1) (iii) Requirements 100.0%Total Coverage Percent:Percent of buildings exceeding 15 percent code deficiency threshold: Percent of buildings determined substandard: Chanhassen, MinnesotaWest 78th Street Renewal and Renovation TIF DistrictLHB Project Number 230558.00Page 1 of 1Property Condition Assessment Summary Sheet615 APPENDIX B Building Code and Condition Deficiencies Reports 616 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel A Chanhassen Cinema Address: 570 Market Street, Chanhassen, Minnesota 55317 Parcel ID: 252830010 Inspection Date(s) & Time(s): July 27, 2023 10am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $3,792,114 Estimated Cost to Correct Building Code Deficiencies: $964,004 Percentage of Replacement Cost for Building Code Deficiencies: 25.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Exterior masonry walls are failing, allowing for water intrusion which is contrary to code. 2. Steel lintels should be protected from rusting per code. 3. Masonry foundation walls are failing allowing for water intrusion which is contrary to code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code compliant accessible route into the building. c. There is no code required accessible route to all levels of the building. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Natural gas meter should be protected per code. b. Interior stairs do not comply with code. c. Damaged flooring material is creating an impediment to emergency egress which is contrary to code. d. The emergency notification system does not comply with code. e. Flammable material is improperly stored which is contrary to code. f. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. 617 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Mold is present though out the building. c. Interior walls should be repaired and repainted. 5. Exterior Construction a. Exterior walls should be repainted. b. Hollow metal doors are failing and should be replaced. c. Steel railings are rusting and should be repaired or replaced. d. The roofing material has failed, allowing for water intrusion which is contrary to code. e. Exterior caulking has failed, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Exterior masonry wall should be repaired or replaced to prevent water intrusion per code. 2. Steel lintels should be protected from rusting per code. 3. Failing masonry foundation walls should be repaired and or replaced to comply with structural integrity per code. 4. Code required accessible parking should be created. 5. A code required accessible route into the building should be created. 6. A code required accessible route to all levels of the building should be created. 7. A code-compliant lighting system should be installed. 8. A code-compliant HVAC system should be installed. 9. The natural gas meter should be protected, per code. 10. Interior stairs should be modified to comply with code. 11. Damaged flooring material should be replaced to create a code required unimpeded means for emergency egress. 12. The emergency notification system should be replaced to comply with code. 13. Flammable material should be stored in a code approved container. 14. Damaged exterior stairs should be repaired to create a code required unimpeded means for emergency egress. 15. Failed roofing material should be replaced to prevent water intrusion per code. 16. Failed exterior joint caulking should be removed and replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This building has been vacant for several years and is showing severe signs of exterior structural system failure. The exterior concrete masonry units are failing, allowing for water intrusion which is contrary to code. There is no code required accessible parking. The existing accessible ramp does not meet current code. Steel lintels should be protected from rusting to comply with code. A code required accessible route to all levels of the building should be created. The interior stairs do not comply with code. Interior walls should be repaired and repainted. Damaged or missing ceiling tile should be replaced. There is mold throughout the building. The interior flooring is damaged creating an impediment to emergency egress which is contrary to code. The lighting system does not comply with code. The HVAC system does not comply with code. The natural gas meter should be protected per code. The emergency notification system does not comply with code. The exterior concrete stairs are damaged creating an impediment to emergency egress which is contrary to code. Failed roofing material should be replaced to prevent water intrusion per code. Failed exterior joint caulking should be replaced to prevent water intrusion per code. 618 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether or not the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\A - 570 Market St Building Report Redevelopment District.docx 619 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel E Country Inn and Suites Address: 591 West 78th Street, Chanhassen, Minnesota 55317 Parcel ID: 251190010 Inspection Date(s) & Time(s): July 27, 2023 9am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building IS NOT Substandard because: - Substantial renovation IS NOT required to correct Conditions found. - Building Code deficiencies DO NOT total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $16,449,055 Estimated Cost to Correct Building Code Deficiencies: $2,370,924 Percentage of Replacement Cost for Building Code Deficiencies: 14.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Steel lintels should be protected from rusting per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. No deficiencies observed. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Floor tile is damaged creating an impediment to emergency egress which is contrary to code. b. Thresholds do not comply with code for maximum height. c. Smoke gaskets on fire rated doors are damaged and will not comply with code. d. Personal hand railings on the exterior are not properly secured and should be repaired. e. Stairs do not comply with code. f. Electrical panels do not have the code required 36-inch clear space. g. The entrance canopy does not have a code required sprinkler system. h. Exterior sidewalks are damaged creating an impediment to emergency egress which is contrary to code. 620 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 i. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. j. Staff reports that the building sprinkler system is failing, allowing for water intrusion which is contrary to code. k. Staff reports that the building emergency notification system is failing, which requires replacement per code. l. Staff reports that the smoke detectors are failing and should be replaced per code. 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Interior walls should be repaired and repainted. c. The carpet is stained and should be cleaned and or replaced. d. Mold is present within the building. e. Ceramic wall tiles are damaged and should be replaced. f. Ceilings are stained from water damage and should be repaired and repainted. 5. Exterior Construction a. Areas of the exterior walls are compromised, allowing for water intrusion which is contrary to code. b. Exterior control joint caulking is failing, allowing for water intrusion which is contrary to code. c. Exterior wood surfaces should be repainted. d. Staff reports that windows are failing, allowing for water intrusion which is contrary to code. e. Staff reports that the roofing material is failing, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Steel lintels should be protected from rusting per code. 2. The lighting system does not comply with code. 3. The HVAC system does not comply with code. 4. Damaged floor tile should be repaired/replaced to create an unimpeded means for emergency egress per code. 5. Thresholds should be modified to comply with code. 6. Smoke gaskets on fire rated doors do not comply with code. 7. Loose hand railings should be properly secured per code. 8. The stairs should be modified to comply with code. 9. A code required 36-inch clear space in front of all electrical panels should be maintained. 10. The entrance canopy does not have a code required sprinkler system. 11. Exterior sidewalks should be repaired to create a code required unimpeded means for emergency egress. 12. Repair existing sprinkler system to comply with code. 13. Install a code compliant emergency notification system. 14. Install code compliant smoke detectors. 15. Repair exterior walls to prevent water intrusion per code. 16. Remove and replace failed exterior caulking to prevent water intrusion per code. 17. Replace existing windows that are failing to prevent water intrusion per code. 18. Replace failing roofing system to prevent water intrusion per code. 621 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 OVERVIEW OF DEFICIENCIES This building is currently being operated as a hotel. Steel lintels should be protected from rusting per code. The lighting and HVAC systems do not comply with code. Sidewalks, exterior stairs, and interior floor tile are damaged creating an impediment to emergency egress which is contrary to code. Thresholds should be modified to comply with code. Damaged smoke gaskets on fire rated doors should be repaired to comply with code. Loose hand railing should be properly secured per code. Items in corridors that are obstructing emergency egress should be removed per code. Interior stairs should be modified to comply with code. The entrance canopy should have a code required sprinkler system installed. The building sprinkler system should be repaired to comply with code. A code compliant emergency notification system and smoke detectors should be installed. Repair exterior walls to prevent water intrusion per code. Replace failing window system to prevent water intrusion per code. The failing roofing system should be replaced to prevent water intrusion per code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\E - 591 W 78th St Building Report Redevelopment District.docx 622 APPENDIX C Property Condition Assessments Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 623 Replacement Cost Report Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:570 Market Street Building Type:Movie Theater with Concrete Block / Steel Joists Location:CHANHASSEN, MN Story Count:1 Story Height (L.F.):20.00 Floor Area (S.F.):22400 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$169.29 Building Cost:$3,792,114.90 Quantity % of Total Cost Per S.F. Cost A Substructure 8.26% $12.15 $272,208.46 A1010 Standard Foundations $4.63 $103,717.00 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick 650 $2.93 $65,615.23 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6 KSF, 12" deep x 24" wide 650 $1.62 $36,269.68 A10102107200 Spread footings, 3000 PSI concrete, load 50K, soil bearing capacity 6 KSF, 3' ‐ 0" square x 12" deep 7.47 $0.08 $1,832.09 A1030 Slab on Grade $7.13 $159,768.90 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 22400 $7.13 $159,768.90 A2010 Basement Excavation $0.39 $8,722.56 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, on site storage 22400 $0.39 $8,722.56 B Shell 27.42% $40.37 $904,200.80 B1010 Floor Construction $1.41 $31,600.53 B10102461250 Floor, concrete, slab form, open web bar joist @ 2' OC, on bearing wall, 25' span, 22.5" deep, 100 PSF superimposed load, 145 PSF total load 2250 $1.41 $31,600.53 B1020 Roof Construction $13.06 $292,524.29 B10201206500 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71" deep, 65 PSF total load 22400 $12.36 $276,950.02 B10201206550 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71" deep, 65 PSF total load, add for column 22400 $0.70 $15,574.27 B2010 Exterior Walls $7.13 $159,736.20 B20101116280 Concrete block (CMU) wall, regular weight, 75% solid, 8 x 8 x 16, 4500 PSI, reinforced, vertical #5@32", grouted 10400 $7.13 $159,736.20 B2020 Exterior Windows $8.31 $186,139.98 B20202101250 Aluminum flush tube frame, for 1/4"glass, 1‐3/4"x4", 5'x20' opening, three intermediate horizontals 2600 $3.31 $74,149.92 B20202201400 Glazing panel, insulating, 1" thick units, 2 lites, 1/4" float glass, clear 2600 $5.00 $111,990.06 B2030 Exterior Doors $2.20 $49,237.16 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, hardware, 6'‐0" x 10'‐0" opening 1.87 $0.75 $16,703.82 B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0" x 7'‐0" opening 9.33 $1.45 $32,533.34 B3010 Roof Coverings $8.26 $184,962.64 B30101051400 Roofing, asphalt flood coat, gravel, base sheet, 3 plies 15# asphalt felt, mopped 22400 $4.04 $90,497.34 B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 22400 $2.72 $60,943.90 B30104201400 Roof edges, aluminum, duranodic, .050" thick, 6" face 650 $1.16 $25,976.18 B30106305100 Gravel stop, aluminum, extruded, 4", mill finish, .050" thick 650 $0.34 $7,545.22 West 78th Street Renewal and Renovation TIF District Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 624 C Interiors 19.33% $28.45 $637,264.72 C1010 Partitions $4.23 $94,785.78 C10101045500 Concrete block (CMU) partition, light weight, hollow, 6" thick, no finish 8960 $4.23 $94,785.78 C1020 Interior Doors $1.57 $35,214.61 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, flush, 3'‐0" x 7'‐0" x 1‐3/8" 31.77 $1.57 $35,214.61 C1030 Fittings $0.52 $11,586.22 C10301100460 Toilet partitions, cubicles, ceiling hung, stainless steel 4 $0.45 $10,041.60 C10305100130 Directory boards, outdoor, 36" x 36" 1 $0.07 $1,544.62 C2010 Stair Construction $3.04 $67,992.96 C20101100760 Stairs, steel, pan tread for conc in‐fill, picket rail,20 risers w/ landing 3.73 $3.04 $67,992.96 C3010 Wall Finishes $3.47 $77,820.26 C30102202000 2 coats paint on masonry with block filler 10400 $1.78 $39,929.14 C30102300320 Painting, masonry or concrete, latex, brushwork, primer & 2 coats 17920 $1.69 $37,891.12 C3020 Floor Finishes $6.76 $151,341.98 C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz 21280 $5.17 $115,731.07 C30204100220 Carpet, padding, add to above, 2.7 density 21280 $1.12 $25,003.36 C30204101720 Tile, ceramic natural clay 1120 $0.47 $10,607.55 C3030 Ceiling Finishes $8.86 $198,522.91 C30302107400 Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support 22400 $8.86 $198,522.91 D Services 34.67% $51.03 $1,143,116.52 D1010 Elevators and Lifts $3.80 $85,088.40 D10101102200 Hydraulic, passenger elevator, 3000 lb, 2 floors, 100 FPM 1 $3.80 $85,088.40 D2010 Plumbing Fixtures $14.23 $318,717.14 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 50.77 $9.21 $206,203.20 D20102102000 Urinal, vitreous china, wall hung 9.52 $0.73 $16,358.64 D20103101600 Lavatory w/trim, vanity top, PE on CI, 19" x 16" oval 19.04 $1.50 $33,523.54 D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18" 3.17 $0.93 $20,940.59 D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH 9.52 $1.86 $41,691.17 D2020 Domestic Water Distribution $0.39 $8,705.74 D20202202260 Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH 1.7 $0.39 $8,705.74 D2040 Rain Water Drainage $0.86 $19,213.44 D20402102120 Roof drain, DWV PVC, 5" diam, 10' high 3.4 $0.48 $10,797.89 D20402102160 Roof drain, DWV PVC, 5" diam, for each additional foot add 128 $0.38 $8,415.55 D3050 Terminal & Package Units $12.35 $276,713.92 D30501504440 Rooftop, single zone, air conditioner, schools and colleges, 10,000 SF, 38.33 ton 22400 $12.35 $276,713.92 D4010 Sprinklers $5.78 $129,527.46 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 22400 $4.76 $106,541.79 D40104100700 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 2000 SF 4480 $1.03 $22,985.67 D4020 Standpipes $1.47 $32,951.80 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor 1.87 $1.19 $26,671.40 D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, additional floors 1.87 $0.28 $6,280.40 D5010 Electrical Service/Distribution $1.16 $25,993.87 D50101200320 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 400 A 1 $0.33 $7,303.53 D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400 A 100 $0.56 $12,525.40 D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker, 120/208 V, 3 phase, 400 A 0.5 $0.28 $6,164.94 D5020 Lighting and Branch Wiring $8.70 $194,855.37 D50201100200 Receptacles incl plate, box, conduit, wire, 2.5 per 1000 SF, .3 watts per SF 22400 $2.29 $51,381.12 D50201350200 Miscellaneous power, to .5 watts 22400 $0.18 $4,110.40 D50201400240 Central air conditioning power, 3 watts 22400 $0.78 $17,412.42 D50202100500 Fluorescent fixtures recess mounted in ceiling, 0.8 watt per SF, 20 FC, 5 fixtures @32 watt per 1000 SF 22400 $3.87 $86,720.26 D50202901000 Daylight dimming control system, 10 fixtures per 1000 SF 11200 $1.57 $35,231.17 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 625 D5030 Communications and Security $2.12 $47,558.54 D50309100220 Communication and alarm systems, includes outlets, boxes, conduit and wire, sound systems, 12 outlets 0.28 $0.33 $7,299.94 D50309100452 Communication and alarm systems, fire detection, addressable, 25 detectors, includes outlets, boxes, conduit and wire 1.12 $1.19 $26,752.10 D50309100462 Fire alarm command center, addressable with voice, excl. wire & conduit 1 $0.60 $13,506.50 D5090 Other Electrical Systems $0.17 $3,790.84 D50902100200 Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW 2.63 $0.17 $3,790.84 E Equipment & Furnishings 10.33% $15.21 $340,700.72 E1020 Institutional Equipment $4.26 $95,405.60 E10203100210 Architectural equipment, movie equipment film transport, including platters & autownd, econ 1 $0.34 $7,512.00 E10203100220 Architectural equipment, movie equipment lamphouses, including rectifiers, xenon, 1000W 1 $0.46 $10,386.56 E10203100240 Architectural equipment, movie equipment, projector mechanisms, 35 mm, economy 1 $0.66 $14,880.00 E10203200090 Architectural equipment, movie equipment projection screens, rigid in wall, acrylic, 1/4" thick 1600 $2.80 $62,627.04 E1090 Other Equipment $0.00 $0.00 E2010 Fixed Furnishings $10.95 $245,295.12 E20105100110 Architectural equipment, movie equipment seating, painted steel, upholstered, economy 560 $10.95 $245,295.12 F Special Construction 0.00% $0.00 $0.00 G Building Sitework 0.00% $0.00 $0.00 100% $147.21 $3,297,491.22 15.0% $22.08 $494,623.68 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $169.29 $3,792,114.90 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 626 Code Deficiency Cost Report Parcel A - 570 Market Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 252830010 Chanhassen Cinema Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items Parking Create code required accessible parking 500.00$ Lump 1 500.00$ Accessible Route Install a code approved accessible route into the building 1.00$ Lump 50,000 50,000.00$ Install a code approved accessible route to all levels of the building 3.80$ SF 22,400 85,120.00$ Structural Elements Exterior Masonry Walls Repair failing masonry walls to prevent water intrusion per code 5.00$ SF 22,400 112,000.00$ Steel Lintels Protect steel lintels from rusting per code 500.00$ Lump 1 500.00$ Masonry Foundation Repair failing masonry foundation to prevent water intrusion per code 1.62$ SF 22,400 36,288.00$ Exiting Stairs Modify interior stairs to comply with code 2.00$ SF 22,400 44,800.00$ Repair damaged exterior stairs to create a code compliant means for emergency egress 2,500.00$ Lump 1 2,500.00$ Flooring Material Repair/replace damaged flooring material to create a code required unimpeded means for emergency egress 6.29$ SF 10,000 62,900.00$ Emergency Notification System Install a code compliant emergency notification system 0.60$ SF 22,400 13,440.00$ Fire Protection Natural Gas Meter Protect natural gas meter per code 1,500.00$ Lump 1 1,500.00$ Flammable Material Store flammable material per code 500.00$ Lump 1 500.00$ Exterior Construction Caulking Remove and replace failed caulking to prevent water intrusion per code 0.25$ SF 22,400 5,600.00$ Roof Construction West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 627 Code Related Cost Items Unit Cost Units Unit Quantity Total Roofing Material Replace failed roofing material to prevent water intrusion per code 8.26$ SF 22,400 185,024.00$ Mechanical - Electrical Mechancial Install a code compliant HVAC system 12.35$ SF 22,400 276,640.00$ Electrical Install a code compliant lighting system 3.87$ SF 22,400 86,688.00$ Total Code Improvements 964,000$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 628 IMG_9404.JPG IMG_9407.JPG IMG_9410.JPG IMG_9405.JPG IMG_9408.JPG IMG_9411.JPG IMG_9406.JPG IMG_9409.JPG IMG_9412.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 629 IMG_9413.JPG IMG_9416.JPG IMG_9419.JPG IMG_9414.JPG IMG_9417.JPG IMG_9420.JPG IMG_9415.JPG IMG_9418.JPG IMG_9421.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 630 IMG_9422.JPG IMG_9425.JPG IMG_9428.JPG IMG_9423.JPG IMG_9426.JPG IMG_9429.JPG IMG_9424.JPG IMG_9427.JPG IMG_9430.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 631 IMG_9431.JPG IMG_9434.JPG IMG_9437.JPG IMG_9432.JPG IMG_9435.JPG IMG_9438.JPG IMG_9433.JPG IMG_9436.JPG IMG_9439.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 632 IMG_9440.JPG IMG_9443.JPG IMG_9446.JPG IMG_9441.JPG IMG_9444.JPG IMG_9447.JPG IMG_9442.JPG IMG_9445.JPG IMG_9448.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 633 IMG_9449.JPG IMG_9452.JPG IMG_9455.JPG IMG_9450.JPG IMG_9453.JPG IMG_9456.JPG IMG_9451.JPG IMG_9454.JPG IMG_9457.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 634 IMG_9458.JPG IMG_9461.JPG IMG_9464.JPG IMG_9459.JPG IMG_9462.JPG IMG_9465.JPG IMG_9460.JPG IMG_9463.JPG IMG_9466.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 635 IMG_9467.JPG IMG_9470.JPG IMG_9473.JPG IMG_9468.JPG IMG_9471.JPG IMG_9474.JPG IMG_9469.JPG IMG_9472.JPG IMG_9475.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 636 IMG_9476.JPG IMG_9547.JPG IMG_9550.JPG IMG_9477.JPG IMG_9548.JPG IMG_9551.JPG IMG_9478.JPG IMG_9549.JPG IMG_9552.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 637 IMG_9553.JPG IMG_9556.JPG IMG_9559.JPG IMG_9554.JPG IMG_9557.JPG IMG_9560.JPG IMG_9555.JPG IMG_9558.JPG IMG_9561.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 638 IMG_9562.JPG IMG_9565.JPG IMG_9568.JPG IMG_9563.JPG IMG_9566.JPG IMG_9569.JPG IMG_9564.JPG IMG_9567.JPG IMG_9570.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 639 IMG_9571.JPG IMG_9574.JPG IMG_9577.JPG IMG_9572.JPG IMG_9575.JPG IMG_9573.JPG IMG_9576.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 640 Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:591 West 78th Street Building Type:Motel, 2‐3 Story with Brick Veneer / Wood Frame Location:CHANHASSEN, MN Story Count:3 Story Height (L.F.):9.00 Floor Area (S.F.):84267 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$195.20 Building Cost:$16,449,055.28 Quantity % of Total Cost Per S.F. Cost A Substructure 3.15% $5.34 $450,258.01 A1010 Standard Foundations $2.84 $238,974.23 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick 1400 $1.68 $141,325.10 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6 KSF, 12" deep x 24" wide 1750 $1.16 $97,649.13 A1030 Slab on Grade $2.38 $200,345.92 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 28089 $2.38 $200,345.92 A2010 Basement Excavation $0.13 $10,937.86 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, on site storage 28089 $0.13 $10,937.86 B Shell 25.06% $42.54 $3,584,918.37 B1010 Floor Construction $4.78 $402,614.24 B10102613750 Floor, wood joist, 2 x 12 @16" O.C., 1/2" CDX subfloor 56178 $4.78 $402,614.24 B1020 Roof Construction $3.87 $325,863.86 B10201027200 Wood roof, truss, 4/12 slope, 24" O.C., 44' to 60' span 28089 $3.87 $325,863.86 B2010 Exterior Walls $12.43 $1,047,147.22 B20101291400 Brick veneer wall, standard face, 2x6 studs @ 16" back‐up, running bond 32130 $12.43 $1,047,147.22 B2020 Exterior Windows $7.36 $620,218.62 B20201066850 Windows, aluminum, sliding, insulated glass, 5' x 3'378 $7.36 $620,218.62 B2030 Exterior Doors $11.92 $1,004,408.35 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, hardware, 6'‐0" x 10'‐0" opening 3.44 $0.37 $30,778.01 B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'‐0" x 10'‐0" opening 13.76 $0.74 $62,465.58 B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0" x 7'‐0" opening 261.4 $10.81 $911,164.76 B3010 Roof Coverings $2.19 $184,666.08 B30101401100 Asphalt roofing, strip shingles, inorganic, Class A, 4" slope, 210‐235 lbs/SQ 29493.45 $0.91 $77,026.57 B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 29493.45 $0.95 $80,243.12 B30104300040 Flashing, aluminum, no backing sides, .019" 1400 $0.20 $17,252.37 B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 700 $0.09 $7,262.56 B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, .020" thick 464.33 $0.03 $2,881.46 C Interiors 31.86% $54.09 $4,557,592.81 C1010 Partitions $22.41 $1,888,513.85 C10101045020 Concrete block (CMU) partition, light weight, hollow, 4" thick, gyp plaster, 2 sides 96305.14 $20.11 $1,694,682.56 C10107101001 1/2" fire rated gypsum board, taped & finished, painted on metal furring 32130 $2.30 $193,831.29 C1020 Interior Doors $11.33 $954,984.67 C10201022510 Door, single leaf, wood frame, 3'‐0" x 7'‐0" x 1‐3/8", birch, hollow core 1203.81 $11.33 $954,984.67 West 78th Street Renewal and Renovation TIF District Replacement Cost Report Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 641 C2010 Stair Construction $3.73 $314,304.90 C20101100740 Stairs, steel, pan tread for conc in‐fill, picket rail,16 risers w/ landing 20.64 $3.73 $314,304.90 C3010 Wall Finishes $4.00 $337,482.89 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats 173349.26 $1.99 $167,481.39 C30102301940 Ceramic tile, thin set, 4‐1/4" x 4‐1/4" 19261.03 $2.02 $170,001.50 C3020 Floor Finishes $7.04 $593,416.26 C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz 71626.95 $4.62 $389,542.45 C30204100220 Carpet, padding, add to above, 2.7 density 71626.95 $1.00 $84,159.52 C30204101720 Tile, ceramic natural clay 12640.05 $1.42 $119,714.29 C3030 Ceiling Finishes $5.56 $468,890.24 C30301104800 Gypsum board ceilings, 1/2" fire rated gypsum board, painted and textured finish,1" x 3" wood, 16" OC furring, wood support 84267 $5.56 $468,890.24 D Services 38.68% $65.65 $5,531,937.93 D1010 Elevators and Lifts $5.17 $435,816.54 D10101109150 Hydraulic passenger elevator, 4000 lb., 3 floor, 9' story height, 125 FPM 3.44 $5.17 $435,816.54 D2010 Plumbing Fixtures $33.11 $2,790,382.20 D20101101880 Water closet, vitreous china, tank type, wall hung, close coupled 2 piece 298.03 $11.05 $931,395.98 D20102102000 Urinal, vitreous china, wall hung 3.13 $0.06 $5,378.28 D20103101560 Lavatory w/trim, vanity top, PE on CI, 20" x 18" 298.03 $7.22 $608,771.03 D20104101800 Kitchen sink w/trim, countertop, PE on CI, 32" x 21" double bowl 6.24 $0.16 $13,470.83 D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18" 8.51 $0.67 $56,174.58 D20105102080 Bathtub, recessed, PE on CI, mat bottom, 5' long 295.11 $13.70 $1,154,604.08 D20107101840 Shower, stall, fiberglass 1 piece, three walls, 36" square 3.13 $0.08 $6,880.50 D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH 3.13 $0.16 $13,706.92 D2020 Domestic Water Distribution $0.71 $59,849.08 D20202502140 Gas fired water heater, commercial, 100< F rise, 300 MBH input, 278 GPH 3.63 $0.71 $59,849.08 D3050 Terminal & Package Units $8.84 $745,171.58 D30502700220 3/4 ton, thru wall, heating. & cooling units 180.57 $8.84 $745,171.58 D4010 Sprinklers $4.09 $344,737.73 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 28650.78 $1.62 $136,272.56 D40104100740 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 10,000 SF 55616.22 $2.47 $208,465.17 D4020 Standpipes $0.42 $34,986.89 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor 1.72 $0.29 $24,572.00 D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, additional floors 3.1 $0.12 $10,414.89 D5010 Electrical Service/Distribution $1.26 $106,297.94 D50101200400 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 800 A 1.25 $0.29 $24,291.38 D50102300400 Feeder installation 600 V, including RGS conduit and XHHW wire, 800 A 200 $0.71 $59,604.60 D50102400280 Switchgear installation, incl switchboard, panels & circuit breaker, 120/208 V, 3 phase, 800 A 1.2 $0.27 $22,401.96 D5020 Lighting and Branch Wiring $9.78 $823,984.42 D50201100560 Receptacles incl plate, box, conduit, wire, 10 per 1000 SF, 1.2 W per SF, with transformer 84267 $4.60 $387,550.67 D50201300360 Wall switches, 5.0 per 1000 SF 84267 $1.51 $127,576.03 D50201350200 Miscellaneous power, to .5 watts 84267 $0.18 $15,463.00 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $0.07 $5,796.50 D50202100200 Fluorescent fixtures recess mounted in ceiling, 1 watt per SF, 20 FC, 5 fixtures @40 watts per 1000 SF 84267 $3.41 $287,598.22 D5030 Communications and Security $2.14 $180,209.44 D50309100456 Communication and alarm systems, fire detection, addressable, 100 detectors, includes outlets, boxes, conduit and wire 1.81 $1.86 $156,981.84 D50309100462 Fire alarm command center, addressable with voice, excl. wire & conduit 1.72 $0.28 $23,227.60 D5090 Other Electrical Systems $0.12 $10,502.11 D50902100200 Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW 7.29 $0.12 $10,502.11 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 642 E Equipment & Furnishings 0.16% $0.28 $23,527.21 E1010 Commercial Equipment $0.28 $23,527.21 E10106100110 Architectural equipment, laundry equipment dryers, gas fired, com, 30 lb capacity, single 3.44 $0.09 $7,264.78 E10106100170 Architectural equipment, laundry equipment, washers, commercial, coin operated, deluxe 3.44 $0.19 $16,262.43 E1090 Other Equipment $0.00 $0.00 F Special Construction 0.00% $0.00 $0.00 G Building Sitework 1.09% $1.84 $155,292.00 G2040 Site Development $1.84 $155,292.00 G20409204600 Swimming pool, motel class, concrete sides, tile finish, 28' x 60' 1 $1.84 $155,292.00 100% $169.74 $14,303,526.33 15.0% $25.46 $2,145,528.95 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $195.20 $16,449,055.28 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 643 Code Deficiency Cost Report Parcel E - 591 West 78th Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 251190010 Country Inn and Suites Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items *No Deficiencies Observed*-$ Structural Elements Steel Lintels Protect steel lintels from rusting per code 1,000.00$ Lump 1 1,000.00$ Exiting Concrete Sidewalks Repair damaged concrete sidewalks to create an unimpeded means for emergency egress per code 3,500.00$ Lump 1 3,500.00$ Concrete Stairs Repair damaged concrete stairs to create an unimpeded means for emergency egress per code 1,500.00$ Lump 1 1,500.00$ Floor Tile Repair damaged floor tile to create an unimpeded means for emergency egress 1,000.00$ Lump 1 1,000.00$ Handrails Repair loose handrails to create an unimpeded means for emergency egress 500.00$ Lump 1 500.00$ Interior Stairs Modify stairs to comply with code 0.73$ SF 84,267 61,514.91$ Emergency Notification System Install a code compliant emergency notification system 0.28$ SF 84,267 23,594.76$ Fire Protection Circuit Breaker Boxes Maintain a code required 36-inch clear space in front of electrical circuit boxes 250.00$ Lump 1 250.00$ Entrance Canopy Install a code required sprinkler in entrance canopy 4.09$ SF 1,400 5,726.00$ Building Sprinkler System Repair existing sprinkler system to comply with code 2.25$ SF 84,267 189,600.75$ Smoke Detectors Install code compliant smoke detectors 1.86$ SF 84,267 156,736.62$ Fire Doors Replace damaged smoke gaskets on fire rated doors 500.00$ Lump 1 500.00$ West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 644 Code Related Cost Items Unit Cost Units Unit Quantity Total Exterior Construction Exterior Walls Repair failing exterior walls to prevent water intrusion per code 1.00$ SF 84,267 84,267.00$ Exterior Caulking Replace failed caulking to prevent water intrusion per code 0.05$ SF 84,267 4,213.35$ Windows Replaced failed windows to prevent water intrusion per code 7.36$ SF 84,267 620,205.12$ Roof Construction Roofing Material Replace failed roofing material to prevent water intrusion per code 2.19$ SF 84,267 184,544.73$ Mechanical - Electrical Mechanical Install a code compliant HVAC system 8.84$ SF 84,267 744,920.28$ Electrical Install a code compliant lighting system 3.41$ SF 84,267 287,350.47$ Total Code Improvements 2,370,924$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 645 IMG_9390.JPG IMG_9393.JPG IMG_9396.JPG IMG_9391.JPG IMG_9394.JPG IMG_9397.JPG IMG_9392.JPG IMG_9395.JPG IMG_9398.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 646 IMG_9399.JPG IMG_9402.JPG IMG_9480.JPG IMG_9400.JPG IMG_9403.JPG IMG_9481.JPG IMG_9401.JPG IMG_9479.JPG IMG_9482.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 647 IMG_9483.JPG IMG_9486.JPG IMG_9489.JPG IMG_9484.JPG IMG_9487.JPG IMG_9490.JPG IMG_9485.JPG IMG_9488.JPG IMG_9491.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 648 IMG_9492.JPG IMG_9495.JPG IMG_9498.JPG IMG_9493.JPG IMG_9496.JPG IMG_9499.JPG IMG_9494.JPG IMG_9497.JPG IMG_9500.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 649 IMG_9501.JPG IMG_9504.JPG IMG_9507.JPG IMG_9502.JPG IMG_9505.JPG IMG_9508.JPG IMG_9503.JPG IMG_9506.JPG IMG_9509.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 650 IMG_9510.JPG IMG_9513.JPG IMG_9516.JPG IMG_9511.JPG IMG_9514.JPG IMG_9517.JPG IMG_9512.JPG IMG_9515.JPG IMG_9518.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 651 IMG_9519.JPG IMG_9522.JPG IMG_9525.JPG IMG_9520.JPG IMG_9523.JPG IMG_9526.JPG IMG_9521.JPG IMG_9524.JPG IMG_9527.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 652 IMG_9528.JPG IMG_9531.JPG IMG_9534.JPG IMG_9529.JPG IMG_9532.JPG IMG_9535.JPG IMG_9530.JPG IMG_9533.JPG IMG_9536.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 653 IMG_9537.JPG IMG_9540.JPG IMG_9543.JPG IMG_9538.JPG IMG_9541.JPG IMG_9544.JPG IMG_9539.JPG IMG_9542.JPG IMG_9545.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 654 IMG_9546.JPG IMG_9580.JPG IMG_9583.JPG IMG_9578.JPG IMG_9581.JPG IMG_9584.JPG IMG_9579.JPG IMG_9582.JPG IMG_9585.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 655 IMG_9586.JPG IMG_9587.JPG IMG_9588.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 656 Prepared by: 701 Washington Avenue North, Suite 200, Minneapolis, MN 55401 LHBcorp.com LHB Project No. 230558.00 657 City of Chanhassen Tax Increment Financing District No. 13 Appendix E: Permits Issued 658 659 1 CH135-65-937449.v1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: RESOLUTION NO: MOTION BY: SECONDED BY: RESOLUTION ADOPTING A MODIFICATION TO THE REDEVELOPMENT PLAN FOR THE DOWNTOWN CHANHASSEN REDEVELOPMENT PROJECT AREA AND APPROVING A TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 13 BE IT RESOLVED by the City Council (the “Council”) of the City of Chanhassen, Minnesota (the “City”), as follows: Section 1.Recitals 1.01.The Chanhassen Economic Development Authority (the “EDA”) and the City have heretofore established the Downtown Chanhassen Redevelopment Project Area (the “Project Area”) and adopted the Redevelopment Plan therefor. It has been proposed that the EDA adopt and the City approve a modification to the Redevelopment Plan for the Project Area (the “Redevelopment Plan Modification”) and a Tax Increment Financing Plan (the “TIF Plan”) for the establishment of Tax Increment Financing District No. 13 (the “District”) therein (the Redevelopment Plan Modification and the TIF Plan are referred to collectively herein as the “Plans”), all pursuant to and in conformity with applicable law, including Minnesota Statutes, Sections 469.090 to 469.1082 and Sections 469.174 to 469.1794, all inclusive, as amended, (the “Acts”), all as reflected in the Plans and presented for the Council’s consideration. 1.02.In response to a proposal for a mixed use redevelopment project, the EDA and City have investigated the facts relating to the Project Area and the District and have caused the Plans to be prepared. 1.03.The EDA and City have performedall actions required by law to be performed prior to the establishment of the District and the adoption and approval of the proposed Plans, including, but not limited to, notification of Carver County and Independent School District No. 112 having taxing jurisdiction over the property to be included in the District, a review of and written comment on the Plans by the City’s Planning Commission, adoption of the Plans by the EDA on March 11, 2024, and the holding of a public hearing by the Council upon published notice as required by law. 1.04. Certain written reports (the “Reports”) relating to the Plans and the activities contemplated therein have heretofore been prepared by staff and consultants and submitted to the Council and/or made a part of the City files and proceedings on the Plans. Among those reports is one entitled “Report of Inspection Procedures and Results for Determining Qualifications of a Tax Increment Financing District, West 78th Street Renewal and Renovation TIF District” dated December 1, 2023 and prepared by LHB. The Reports include data, information and/or substantiation constituting or relating to the basis for the other findings and determinations made 660 2 CH135-65-937449.v1 in this resolution. The Council confirms, ratifies and adopts the Reports, which are hereby incorporated into and made as fully a part of this resolution to the same extent as if set forth in full herein. 1.05 The boundaries of the Project Area are not being changed but the Redevelopment Plan is being modified to include activities related to the District. Section 2.Findings for the Adoption and Approval of the Plans. 2.01.The Council hereby find that the Plans are intended and, in the judgment of this Council, will provide an impetus for redevelopment which is in the public interest and accomplish certain objectives as specified in the Plans. Section 3.Findings for the Establishment of the District 3.01.The Council hereby finds that the District is in the public interest and is a renewal and renovation district under Minnesota Statutes, Section 469.174, Subd. 10a. 3.02.The Council further finds that the proposed redevelopment would not occur solely through private investment within the reasonably foreseeable future, that the TIF Plan conforms to the general plan for the development or redevelopment of Chanhassen as a whole, and that the TIF Plan will afford maximum opportunity consistent with the sound needs of the City as a whole for the development or redevelopment of the District by private enterprise. 3.03.The Council has made the above findings and has set forth additional reasons and supporting facts for each determination in writing, attached hereto as Exhibit A. 3.04.The City elects to calculate fiscal disparities for the District in accordance with Minnesota Statutes, Section 469.177, Subd. 3, clause b, which means any fiscal disparities contribution would be taken from inside the District. Section 4.Public Purpose 4.01.The approval of the Plans conforms in all respects to the requirements of the Acts and will help fulfill a need to redevelop an area of the City with housing and commercial opportunities, to improve the tax base and to improve the general economy of the State and thereby serves a public purpose. For the reasons described in Exhibit A, the City believes these benefits directly derive from the tax increment assistance provided under the TIF Plan. A private developer will receive only the assistance needed to make this development financially feasible. As such, any private benefits received by a developer are incidental and do not outweigh the primary public benefits. Section 5.Approval and Adoption of the Plans 661 3 CH135-65-937449.v1 5.01.The Plans, as presented to the Council on this date, including without limitation the findings and statements of objectives contained therein, are hereby approved, ratified, established, and adopted and shall be placed on file in the office of the Community Development Director. 5.02.The City’s staff, advisors and legal counsel are authorized and directed to proceed with the implementation of the Plans and to negotiate, draft, prepare and present to the Council for its consideration all further plans, resolutions, documents and contracts necessary for this purpose. 5.03 The Auditor of Carver County is requested to certify the original net tax capacity of the District, as described in the Plans, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased. The EDAExecutive Director is authorized and directed to forthwith transmit this request to the County Auditor in such form and content as the Auditor may specify, together with a list of all properties within the District, for which building permits have been issued during the 18 months immediately preceding the adoption of this resolution. 5.04.The EDA Executive Director is further authorized and directed to file a copy of the Plans with the Commissioner of the Minnesota Department of Revenue and the Office of the State Auditor pursuant to Minnesota Statutes 469.175, Subd. 4a. The motion for the adoption of the foregoing resolution was duly seconded by Council member _________________, and upon a vote being taken thereon, the following voted in favor thereof: and the following voted against the same: PASSED AND ADOPTED by the Chanhassen City Council on this 11th day of March 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor (Seal) YES NO ABSENT 662 A-1 CH135-65-937449.v1 EXHIBIT A RESOLUTION NO. ___________ The reasons and facts supporting the findings for the adoption of the Tax Increment Financing Plan (the “TIF Plan”) for Tax Increment Financing District No. 13 (the “District”), as required pursuant to Minnesota Statutes (M.S.), Section 469.175, Subdivision 3 are as follows: 1.Finding that Tax Increment Financing District No. 13 is a renewal and renovation district as defined in M.S., Section 469.174, Subd. 10a. The District consists of six (6) parcels and their internal and adjacent rights-of-way, with plans to redevelop the area into a mixed-use development consisting of approximately 310 multi-family housing units and 18,000 rentable square feet of commercial space. Parcels consisting of 70% of the area of the District are occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures. One of two buildings in the District, not including outbuildings, is structurally substandard and the other building requires substantial renovation or clearance to remove inadequate street layout and obsolescence not suitable for improvement or conversion. (See Appendix D of the TIF Plan.) 2.Finding that the proposed development, in the opinion of the City Council, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of Tax Increment Financing District No. 13 permitted by the TIF Plan. The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future: This finding is supported by the fact that the activities proposed in the TIF Plan meet the City's objectives for redevelopment. The existing propertycontains substandard or obsolete buildings whose renovation requires high costs related to demolition, remediation, site improvement, and construction of infrastructure. The redevelopment also requires substantial investment toward public improvements including the extension of Laredo Drive, utility relocations, and various internal and external sidewalk and roadway improvements to connect with the downtown area. Because of the combination of limited amounts of property available for expansion adjacent to the renewal site and the public and private costs of financing the proposed improvements which are essential to the comprehensive redevelopment of the area, this project is feasibly only through assistance, in part, from tax increment financing. 663 A-2 CH135-65-937449.v1 The developer provided a pro forma outlining project sources and uses as well as projected rent, operating cost, vacancy and financing assumptions. City staff and the City’s financial advisor reviewed the information and have determined that the project is not feasible without assistance due to anticipated net operating income and market returns not supporting the overall redevelopment costs for the site. This review supports justification that the Developer would not have gone forward without tax increment assistance. The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the District permitted by the TIF Plan: This finding is justified on the grounds that the development intensity and tax based created on currently underutilized and declining property requires site and public improvement costs that are improbable without public assistance. Specifically, the costs of site preparation, demolition, remediation, and public improvements to include infrastructure and site parking will add significantly to the total redevelopment costs of any development in this area. Site and public improvements costs in this area have made redevelopment infeasible without tax increment assistance. The City reasonably determines that no other redevelopment of similar scope is anticipated on this site without substantially similar assistance being provided to the development. Therefore, the City concludes as follows: a.The City's estimate of the amount by which the market value of the entire District will increase without the use of tax increment financing is $0. b.If the proposed development occurs, the total increase in market value will be $82,213,460. c.The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $8,617,446. d.Even if some development other than the proposed development were to occur, the Council finds that no alternative would occur that would produce a market value increase greater than $73,596,014 (the amount in clause b less the amount in clause c) without tax increment assistance. 3.Finding that the TIF Plan for the District conforms to the general plan for the development or redevelopment of the municipality as a whole. The City of Chanhassen Planning Commission reviewed the TIFPlan on February 20, 2024 and found that the TIF Plan conforms to the general plans for the development and redevelopment of the City as a whole. 664 A-3 CH135-65-937449.v1 4.Finding that the TIF Plan for Tax Increment Financing District No. 13 will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the Downtown Chanhassen Redevelopment Project Area by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for the renovation of substandard and underutilized property, construction of a new mixed-use private development which will result in increased employment in the City and the State of Minnesota, an increased tax base of the State and add a high-quality development to the City. 665 City Council Item March 11, 2024 Item Hold Public Hearing and Consider Resolution 2024-XX: Vacating a Portion of Public Drainage and Utility Easements within the Avienda Plat File No.Vacation Case No. 2023-04 Item No: F.3 Agenda Section GENERAL BUSINESS Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION “The Chanhassen City Council adopts a resolution approving the vacation of public drainage and utility easements over Outlot D as dedicated on the plat of Avienda." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY In conjunction with the final plat approval for Avienda Rowhomes, the applicant is requesting vacation of existing drainage and utility easements over Outlot D, as dedicated on the plat of Avienda. BACKGROUND N/A DISCUSSION The property owner of the proposed Avienda Rowhomes plat has requested the city vacate public drainage and utility easements dedicated with the Avienda plat over Outlot D. The drainage and utility easements were originally recorded in 2021 and are being proposed to be re-recorded in association with the Avienda Rowhomes plat within the newly created outlots. Staff has reviewed the vacation and 666 finds no need for the existing drainage and utility easements as depicted in the attached exhibits and believes the proposed drainage and utility easements associated with the Avienda Rowhomes plat are appropriate for this site. The resolution is conditioned such that the vacation will be recorded simultaneously with the recording of the final plat for Avienda Rowhomes. On July 24, 2023, the Chanhassen City Council approved the preliminary plat for the construction of 53 Rowhomes subject to the conditions of approval on a unanimous vote of 5-0. BUDGET N/A RECOMMENDATION Staff recommends adoption of a resolution granting the vacation of the public drainage and utility easements over Outlot D of the Avienda plat. ATTACHMENTS Resolution Drainage and Utility Easement Vacation Exhibit Vacation Application Avienda Rowhomes Final Plat Avienda Final Plat Affidavit-Notice of Public Hearing-Mail 667 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: March 11, 2024 RESOLUTION NO:2024-XX MOTION BY: SECONDED BY: RESOLUTION VACATING PUBLIC DRAINAGE & UTILITY EASEMENTS OVER OUTLOT D, AVIENDA WHEREAS,Level 7 Development LLC (“Applicant) has applied for vacation of public drainage and utility easements on their properties and legally described as follows: Outlot D, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota, according to the recorded plat thereof (“Applicant Property”); and WHEREAS, pursuant to Minnesota Statutes § 412.851 the City Council of the City of Chanhassen has conducted a hearing preceded by the statutorily required two (2) weeks published and posted notice and mailed notice to the abutting property owners, to consider the vacation of the portion of public drainage and utility easements, legally described as follows: The drainage and utility easements over Outlot D, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota (“Easement”); and WHEREAS, following the hearing and consideration of the proposed vacation, the City Council finds that the Easements are not needed for public purposes, provided that the final plat of Avienda Townhomes is recorded and provides the easements determined necessary by the City for public drainage and utility easements. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council: 1. The Easement for drainage and utility purposes is vacated conditioned upon the simultaneous recording of this Resolution with the final plat of Avienda Rowhomes. 2. The vacation shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue to maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof. 3. The City Clerk shall transmit a certified copy of this Resolution to the County Auditor and County Recorder subject to the condition in Paragraph 1 of this Resolution. 668 2 PASSED AND ADOPTED by the Chanhassen City Council on this 11 th day of March 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 669 Job No. Drawing: By: 105 South Fifth Avenue Web: Suite 513 Minneapolis, MN 55401 landform.net SCD14001.004 Outlot D Easement Vaction TK NORTH 0 300 SCALE IN FEET DRAINAGE AND UTILITY EASEMENT VACATION DESCRIPTION FOR: DRAINAGE AND UTILITY EASEMENT VACATION EXHIBIT LEVEL 7 DEVELOPMENT The drainage and utility easement over Outlot D, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota. Date: - Denotes easements to be vacated 06-28-2023 670 /lD lvl COMMUNITY DEVELOPiIENT DEPARTUENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952)227-1100 / Fax: (952\227-1110 *crTYolcuAtruAssril Submittal Date:May 5, 2023 PC Date:3 cc Dare:60'Day Review Date: (Refer to the appapiate Application Checklist for requircd submittal informatbn that must aeompany this application) ! Comprehensive Plan Amendment......................... $600 E Suuoivision (SUB) trI Create 3 lots or less E Conditional Use Permit (CUP) f] Single-Family Residence. FOR DEVELOPMENT REVIEW $750 $100 $500 500' (City to generate dter pre'application meeting) '...."" 114 lv1 tr fJ Alt others.......... Residence.. $325 $soo fl Rezoning (REZ) '(lncludes $450 escrow for aftomey costs) 'Additional escow may be rcquired for other applications though the devolopment contraci. E Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) E Variance (VAR).......... .......'.......".... $200 E WetlanO Alteration Permit (WAP) $50o Create over 31ots.......................$1000 + $15 per ( 55 lotrs) trtrtrE trtr Single-Family Residence AllOthers.... E Appeal of Administrative Decision E Zoning Ordinance Amendment (ZOA) Planned Unit DeveloPment (PUD) Minor Amendment to existing PUD ! Sign Plan Review .'.....'.$150 E site Plan Review (SPR) $100 $500 ntr Administrative Commercial/lndustrial Districts' tr!tr AllOthers... Plus $10 per 1,000 square feet of building area:( thousand square feet) 'lnclude number of existino employees: 'lnclude number of new emplsye€s: E Residential Districts... ................. $500 Plus $5 per dwelling unit (53- units) p(*o,,o."tion Sign (citv to install ( rroo"r,, owners' List within $150 $275 $200 $5oo NO1!!: vtlhen muuple appilcatbns or€ process ed concunondy, the aprcprtate fee shatl be charyed for €,,,ch apllcadon' and rono\re) """"""' $200 E Escrow for Recording Documents (cttgck all that apPtY)"""'t"':"""""""""""''- tr Conditional UseFermit - $50 E lnterim Use Permit $50 E WetlanO Alteration Permit - $50 E Easements (- e1s919n!s) $AS- - --E Variance - $SO fl tyletes & Bounds Sub (2 deeds) $250 Description of PrcPosal: SW Corner of Powers Blvd and Lyman Blvd Section 1: Application Type (check all that apply) Section 2: Required lnformation Property Parcel #: Address or Location: See Attached Legal Desoiption:See Attached TotalAcreage:43.37 Present Zoning:Planned Unit DeveloPment (PUD) Present Land Use Designation:Commercial Wetlands Present? E Yes E No Requested Zoning: VacantExisting Use of ProPertY: E Check box if separate narrative is attached. , $325 $500 Use addressg4 $ tr Etr Site Plan Vacation -+ [1qDeeds - $100 TOTAL FEE: 671 Owner and Applicant lnformationSection 3: Prope APPLICANT OTHER THAN PROPERW 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 objec't at the hearings on the application or during the appeal period. lf this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. l further understand that additional fees may be cfrarged 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 conec't. Name:Landform Professional Services, LLC Contact Kendra Lindahl 105 S 5th Avenue, Suite 513 Phone:612-638-0225 City/StateZip:Minneapolis, MN 5S01 Cell:612-290-8102 612-252-9077E."11. klindahl @landform.net Fax: Signature:Date: PROPERTY OWNER: ln signing this application, l, as properly owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval arc binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the prcgress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certiff that the information and exhibits submitted are true and conect. Name: LevelT Development, LLC Bahram Akradi Address:4600 Kings Point Road phone: 952'229'7477 City/StateZip:Minnetrista, MN 55331 6s1s. 612-812'121? Email bahrama@lt.Fax: Signature:Date: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name:Landform Prolessional Services, LLC Contact:Steven Sabraski Address:105 S sth Avenue, Suite 513 Phone:612-638-0243 Emsil. ssdbraski @ landform.net 7sy. 612-252'9077 Who should recelve coples of staff reports?*0ther Contact lnformatlon : EEE Property Owner Er";lbahrama@lt'life Name:Mark Nordland Applicant Engineer Email sdahl@lar'db'In.net Address:2902 Corpo(de PIG ssebreski @landlom.nol City/State/Zip:Chanhass€n E ouer mnordland@lt.lif€f66il; mmrdhnd@lt.lib INSTRUCTIONS TO APPLTCANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. Section 4: Notification lnformation Address: Contac't: city/state/Zip' Minneapolis, MN 55401 cell: 672 AVIENDA ROWHOMESKNOW ALL PERSONS BY THESE PRESENTS: That Level 7 Development, LLC, a Minnesota limited liability company, owner of the following describedproperty situated in the County of Carver, State of Minnesota, to wit:Outlot D, AVIENDA, Carver County, MinnesotaHas caused the same to be surveyed and platted as AVIENDA ROWHOMES and does hereby dedicate to the public for public use the public ways andthe easements for drainage and utility purposes as shown on this plat.In witness whereof said Level 7 Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this_________ day of _______________________, 20____.LEVEL 7 DEVELOPMENT, LLC_____________________________________________PresidentSTATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this ______ day of __________________________________, 20____ by___________________________________, the President of Level 7 Development, LLC, a Minnesota limited liability company, on behalf of the company.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires ________________________I Lynn P. Caswell do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the Stateof Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat;that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined inMinnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown andlabeled on this plat.Dated this _________ day of ___________________, 20____._______________________________________________Lynn P. Caswell, Licensed Land SurveyorMinnesota License Number 13057STATE OF MINNESOTACOUNTY OF ______________________The foregoing instrument was acknowledged before me this _________ day of _________________________, 20____ by Lynn P. Caswell.(Sign)_____________________________________________(Print)_____________________________________________Notary Public, _________________ County, MinnesotaMy Commission Expires _________________________CHANHASSEN, MINNESOTAThis plat of AVIENDA ROWHOMES was approved and accepted by the City Council of Chanhassen, Minnesota at a regular meetingthereof held on this ______ day of ____________________, 20____, and said plat is in compliance with the provisions of MinnesotaStatutes, Section 505.03, Subdivision 2.CITY COUNCIL OF CHANHASSEN, MINNESOTABy:____________________________________________ MayorBy:____________________________________________ ClerkCOUNTY SURVEYOR, CARVER COUNTY, MINNESOTAPursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ______ day of ___________________________,20____.Brian E. Praske, County SurveyorBy: ____________________________________________COUNTY AUDITOR, CARVER COUNTY, MINNESOTAI hereby certify that taxes payable in _____________ and prior years have been paid for land described on this plat.Dated this ______ day of _________________________, 20____.Crystal Campos, County AuditorBy: ____________________________________________COUNTY RECORDER, CARVER COUNTY, MINNESOTAI hereby certify that this plat of AVIENDA ROWHOMES was filed this ______ day of ____________________, 20____, at ______ o'clock___. M. as Document No. __________________________.Kaaren Lewis, County RecorderBy: ____________________________________________673 ΔΔΔΔΔΔΔ ΔΔΔΔΔΔ ΔΔΔ Δ ΔΔNot TangentΔ 86808080 OUTLOT BFound IronLS#21729Found IronBroken CapFound IronBroken CapFound IronBroken CapFound Iron1/2" open60 135 103 91 11365.84SEE SHEET 3 OF 3 SHEETSL=220.99Δ=5°37'20"C.Brg.=N84°11'21"WSEE DETAIL ASEE DETAIL BDrainage and Utility Easement over all of OUTLOT BEast line of OUTLOT D, AVIENDAINSET APondPondEdge ofWaterEdge ofWater198.17Wet LandWet LandNot TangentΔRight of Way width variesL=373.50Δ=1°51'12"L=46.60Δ=2°43'49"SEE DETAIL CL=94.66Δ=0°28'11"S 5 1 ° 0 6 ' 5 4 "W 1 6 3 . 5 2 N00°21'54"E 815.2998.22N54°42'23"WL=72.09R=75.00Δ=55°04'16"LYMAN BOULEVARD (C.S.A.H. NO. 18)ΔL=220.99Δ=5°37'20"C.Brg.=N84°11'21"WL=9.63Δ=0°14'42"C.Brg.=N87°07'22"WΔOUTLOT BINSET AL =7 2 .0 9 R =7 5 .0 0 Δ =5 5 °0 4 '1 6 " 8.20 N00°21'54"ESEE SHEET 3 OF 3 SHEETSΔOUTLOT BΔ S 5 1 ° 0 6 ' 5 4 "W 1 6 3 . 5 2 L =18 .9 6 Δ =1°0 6 '3 7 "LYMANBOULEVARD(C.S.A.H.NO. 18)L =4 6 .6 0 Δ =2 °4 3 '4 9 "OUTLOT BAVIENDA ROWHOMESDenotes 1/2 inch iron pipe monument found andmarked by License No. 24332, unless otherwiseshown.Denotes 1/2 inch by 14 inch iron pipe monumentset, or to be set within one year of platting, andmarked by License No. 13057Bearings shown are based upon the east line ofOUTLOT D, AVIENDA which has an assumedbearing of S00°21'54"W.NORTH01002001 INCH = 100 FEETSCALE IN FEETSec. 23, T. 116, R. 23Vicinity MapNo ScaleNW 1/4SW 1/4SE 1/4NE 1/4SITELyman Blvd.U.S. Hwy. No. 212 C.S.A.H. No. 18Powers Blvd.Detail ADetail BRestricted Access per Doc. No. A5034361 INCH =10 FEET1 INCH =10 FEETDetail C1 INCH =10 FEET674 80 80 103S89°38'06"E 198.171234123 41111111111112222222222223333333333334444444441234567891011121314ΔΔΔΔΔOUTLOT ADrainage and Utility Easement over all of OUTLOT AS53°25'52"W130.583.01N89°38'11"W31.67S51°59'55"W57.78S69°44'41"E54.99S06°00'30"W58.15N81°36'53"WS25°51'08"E21.1610.05S06°56'07"W9.16S02°56'09"W7.90S07°27'06"E8.75S04°50'00"E24.14N26°19'35"E89.46N23°05'22"E54.17N78°25'49"E48.34S19°23'42"W3 1 . 7 8 N 5 2 ° 1 8 ' 3 7 " W 15 5 . 0 2 N6 2 ° 4 2 ' 1 2 " W12.93S08°38'02"W10.72S01°25'41"W10.10N01°38'53"W10.66N06°33'13"WC.BR G.N8 4°11'21"WL=220.9 9 R=225 2.00 Δ =5°37'20" N89°38'06"W 116.00S89°38'06"E 116.00 S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S89°38'06"E 107.29S89°38'06"E 116.00 S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 80.00S00°21'54"W 76.40N78°22'11"W 80.00 S11°37'49"W 116.00N78°22'11"W 80.00S11°37'49"W 116.00N11°24'52"E 116.00S78°35'08"E 80.00S11°24'52"W 116.00S78°35'08"E 80.00S78°35'08"E 80.00S78°35'08"E 80.00S78°35'08"E 80.00 S06°32'05"W 90.00N83°27'55"W 80.00S06°32'05"W 90.00S83°27'55"E 80.00 S83°27'55"E 8 0 . 0 0 S83°27'55"E 80.0 0 N88°14'15"W 80.00 N01°45'45"E 116.00S01°45'45"W 116.00S88°14'15"E 80.00 S88°14'15"E 80.00 S88°14'15"E 80.00 S88°14'15"E 80.00 S87°34'45"W 80.00 S02°25'15"E 116.00N87°34'45"E 80.00S02°25'15"E 116.00N05°39'42"W 90.00S84°20'18"W 80.00S05°39'42"E 90.00N84°20'18"E 80.00S80°24'38"W 80.00N84°20'18"E 80.00N84°20'18"E 80.00N09°35'22"W 116.00S09°35'22"E 116.00N80°24'38"E 80.00N80°24'38"E 80.00N80°24'38"E 80.00N80°24'38"E 80.00S10°14'46"W 80.00S79°45'14" E 1 1 6 . 0 0 N10°14'46"E 80.00N79°45'14" W 1 1 6 . 0 0S82°06'56"W 80.00N07°53'04"W 116.00N82°06'56"E 80.00S07°53'04"E 116.00N82°06'56"E 80.00N82°06'56"E 80.00N82°06'56"E 80.00S86°39'33"W 80.00N86°39'33"E 80.00N86°39'33"E 80.00N86°39'33"E 80.00N86°39'33"E 80.00N03°20'27"W 116.00S03°20'27"E 116.00S00°46'53"W 90.00S89°13'07"E 80.00 S89°13'07"E 80.00 S89°13'07"E 80.00 N89°13'07"W 80.00N00°46'53"E 90.00N84°37'54"W 80.00 S84°37'54"E 80.0 0 S84°37'54"E 80.0 0 S84°37'54"E 80.0 0 S84°37'54"E 80.00 S05°22'06"W 116.00N05°22'06"E 116.00S78°22'11"E 80.00S78°22'11"E 80.00S78°22'11"E 80.00 S10°14'46"W 80.00S10°14'46"W 80.00S10°14'46"W 80.00N87°34'45"E 80.00 N87°34'45"E 80.00 N87°34'45"E 80.00 32.0026.0026.0032.0032.0026.0026.0023.2932.00 26.00 26.00 32.00 32.00 26.00 26.00 32.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.00 26.00 26.00 32.00 32.00 26.00 26.00 32.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.0032.0026.0026.0032.0032.0026.0032.0032.0026.0026.0032.004.32S07°56'07"E4.35S02°08'08"E4.32S01°00'45"E4.19S08°54'53"W3.25S02°39'37"W3.36S10°52'47"W3.35S08°38'12"W3.39S12°00'20"E3.29S00°10'26"E10.01N06°24'22"ENot TangentC. BRG. S67°53'28"WL=9.43R=150.00Δ=3°36'01"(concave to the NE)N00°21'54"E 815.2998 . 2 2 N5 4 ° 4 2 ' 2 3 " W L = 7 2 .09R = 7 5 .00Δ = 5 5 °04'16"N00°21'54"E 8.20AVIENDA ROWHOMESDenotes 1/2 inch iron pipe monument found and markedby License No. 24332, unless otherwise shown.Denotes 1/2 inch by 14 inch iron pipe monument set, or tobe set within one year of platting, and marked by LicenseNo. 13057Bearings shown are based upon the east line of Outlot D,AVIENDA which has an assumed bearing of S00°21'54"W.INSET ANORTH040801 INCH = 40 FEETSCALE IN FEET675 676 677 678 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) )ss COLINTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on February 21,2024, the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached Notice of Public Hearing for the Vacation of a Portion of Platted Public Drainage & Utility Easements over Outlot D, Avienda, Chanhassen to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver and Hennepin Counties, Minnesota, and by other appropriate records. Kim City k STACY KERBER OSEN Public-MinnesotaNotary Jan m2731CommBslonExpiregMy Subscribed and swo-rn to before me tttis2lldav ot Ttb fu n7 .2024.{w)' fi(urv ffuti. 679 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR VACATION OF PUBLIC DRAINAGE & UTILITY EASEMENTS OVER OUTLOT D, AVIENDA NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, March 11,2024, atl:00 p.m. in the Council Chambers at Chanhassen City Hall,7700 Market Boulevard, pursuant to Minnesota Statutes $ 412.851 to consider the vacation of public drainage and utility easements legally described and depicted as follows: __t- Llercl6 ssE ls !c be ve:{d I' ___ll_ -1 I I I l,,t I _l"t I,/\ \ \ I I I 1 ) The drainage and utility easements over Outlot D, as dedicated on the plat of AVIENDA, as of public recorded in the office of the County Recorder, Carver County, Minnesota All interested persons are invited to attend this public hearing and express their opinions with respect to this proPosal. Erik R. Henricksen, PE, Project Engineer Phone: 952-227-1165 (Publish in the Chanhassen Villager on February 29 & Match 7 ,2024) 223739v1 I \L-- I I i I i 680 City Council Item March 11, 2024 Item January 2024 Communications Report File No.Item No: I.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Arianna Lyksett, Communications Manager Reviewed By Matt Unmacht SUGGESTED ACTION None Motion Type N/A Strategic Priority Communications SUMMARY Attached is the January 2024 Communications Report with monthly data about the city's social media accounts, govDelivery account, and website. BACKGROUND DISCUSSION BUDGET RECOMMENDATION 681 ATTACHMENTS Monthly Communications Report January 2024 682 MONTHLY COMMUNICATIONS UPDATE January 2024 EXECUTIVE SUMMARY January proved to be another busy and productive month for the communications team. Here is a snapshot of the campaigns we created and supported through January. STRATEGIC + COORDINATED MESSAGING • Senate State Bonding Tour • Chanhassen Cinema & Hotel Redevelopment • Commission Applications for new members • Created PSAs for winter snowplowing • Recreation Center Programming • Senior Center Programming • Ice Rinks • February Festival • Sweetheart Dance • Snowplow Yard Marking Sticks Giveaway • Plowing & Salting Notifications • #WaterWise Rebate • Christmas Tree Recycling • Environmental Trivia Night • Recycling Exists - Carver County • Monthly Recalls - Fire Department Safety • Employment & Join our Team • Spring Connection • Heart of Chanhassen Photo Contest • Chan-Happenings (weekly email + promotion) WEBSITE ACCOMPLISHMENTS • Updated the Planning & Community Development Pages. • Updated the “I Want to...” section. • Updating utility cost changes and making it easier to find on the website. • Updating content to plain language. • Flagged pages with old or out-of-date content and scheduled maintenance. 683 SOCIAL MEDIA ANALYSIS 2 BEST PERFORMING POST ENGAGEMENT IMPRESSIONS AUDIENCE GROWTH Government Facebook Page +17 (7,150 current follows) Parks Facebook Page +11 (1,608 current follows) Instagram Page +17 (1,296 current followers) X +7 (3,564 current followers) Government Facebook Page 4.55% (25.1% increase from December) Parks Facebook Page 3.29% (45% decrease from December) Instagram Page 1.67% (27% decrease from December) X 2.25% (22% increase from December) Government Facebook Page 32,068 (11% decrease from December) Parks Facebook Page 19,993 (47% decrease from December) Instagram Page 9,086 (2% increase from December) X 10,478 (4% increase from December) 684 SOCIAL MEDIA ANALYSIS 3 GOVERNMENT FACEBOOK PAGE POST COMMENTS > POST TYPE X KEY INTERACTIONS INSTAGRAM POST COMMENTS > POST TYPE PARKS FACEBOOK PAGE POST COMMENTS > POST TYPE 685 GOVDELIVERY ANALYSIS 4 SOURCE OF SUBSCRIPTIONS ENGAGEMENT TOPIC ACVTIVITY Popular Topics Among Subscribers 1. Chan-Happenings 2. Emergency Alert 3. Special Events Topics with Most Bulletins Sent • City Council • Senior Center Programming • Chan-Happenings • Chanhassen Cinema & Hotel Redevelopment SUBSCRIBER GROWTH 686 WEBSITE HIGHLIGHTS 5 SESSION BY CHANNEL TOP FIVE VISTED WEBPAGES ENGAGEMENT VIEWS 46,359 (24% increase) AVERAGE ENGAGEMENT TIME 1 Minute 11 Seconds AVERAGE ENGAGEMENT TIME PER SESSION 44 Seconds USER PROFILE USERS 14,886 NEW USERS 13,590 NEW USER CHANNEL GROWTH Organic Search - 7,594 Direct - 3,847 Email - 1,002 January 1. Home Page 2. Recreation Center 3. Parks & Recreation 4. Ice Skating Rink 5. Chanhassen Cinema & Hotel Redevelopment December Recap • Winter Holiday Events • Recreation Center • Parks & Recreation 687 SOCIAL MEDIA INDEX Facebook Impressions: The number of times your post was on the screen. Reach: The number of people who saw any of your posts at least once. Reach is different from impressions, which may include multiple views of your posts by the same people. This metric is estimated. Engagement: The number of times people engaged with your post through reactions, comments, shares, views, and clicks. Clicks: The number of clicks on links within posts that led to destinations or experiences, on or off Facebook. Comments: The number of comments on your post. Shares: The number of shares of your post. Reactions: The number of reactions on your post. The reactions button on a post allows Accounts Center accounts to share different reactions to its content: Like, Love, Haha, Wow, Sad, or Angry. X Impressions: Times this Tweet was seen on Twitter. Engagement: Total number of times a user has interacted with a Tweet. This includes all clicks anywhere on the Tweet (including hashtags, links, avatar, username, and Tweet expansion), retweets, replies, follows, and likes. Detail Expands: Times people viewed the details about this Tweet. Clicks: Number of clicks on any URL in this Tweet Comments: The number of comments on your post. Retweet: The number of people who shared your post. Instagram Post Reach: This metric counts reach from the organic or paid distribution of your post, including if it was boosted. Reach is only counted once if it occurs from both organic and paid distribution. This metric is estimated. Comments: The number of comments on your post. Shares: The number of shares of your post. Likes: The number of people who liked your post. GOVDELIVERY INDEX Recipients: The number of people who received your newsletter. Delivered: The number of people who received your email. INDEX 6 688 INDEX 6 Pending: Subscribers who still need to confirm their subscription to our newsletter. Bounced: An email that couldn’t be delivered. Specifically, it’s a delivery failure related to server or spam issues, whether permanent or temporary. We use this metric to express a percentage of subscribers who didn’t receive your message. 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Traffic sources are categorized into channels based on the rule-based definitions in the default channel group. 689 City Council Item March 11, 2024 Item Lake Ann Preserve Postcard File No.Item No: I.2 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Communications SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Postcard Lake Ann Preserve Construction Start 690 Lake Ann Park Preserve Notification Map 691 Lake Ann Park Preserve Boardwalk and Trail ProjectCONSTRUCTION COMING!Scan code or visit the website for project information and to subscribe for updates.ChanhassenMN.gov/ParkPreserveProject AreaLake AnnLake LucyABCIn the coming days and weeks, you will start to see construction crews in the area preparing for the fi rst phase of construction - three new boardwalks! Substantial project completion is anticipated in late Fall 2024.Lake Ann Park Preserve Boardwalk and Trail ProjectCONSTRUCTION COMING!Scan code or visit the website for project information and to subscribe for updates.ChanhassenMN.gov/ParkPreserveProject AreaLake AnnLake LucyABCIn the coming days and weeks, you will start to see construction crews in the area preparing for the fi rst phase of construction - three new boardwalks! Substantial project completion is anticipated in late Fall 2024.692 PROJECT CONTACTJerry RuegemerParks & Recreation Director(952)-227-1121lakeannparkpreserve@chanhassenmn.govPROJECT CONTACTJerry RuegemerParks & Recreation Director(952)-227-1121lakeannparkpreserve@chanhassenmn.govChanhassenMN.gov/ParkPreserveChanhassenMN.gov/ParkPreserveCity of ChanhassenAttn: Jerry Ruegemer7700 Market Blvd. PO Box 147 Chanhassen, MN 55317City of ChanhassenAttn: Jerry Ruegemer7700 Market Blvd. PO Box 147 Chanhassen, MN 55317693 Lake Ann Park Preserve “Construction Coming” Postcard Notification 694 City Council Item March 11, 2024 Item Approve Economic Development Authority Meeting Minutes dated February 12, 2024 File No.Item No: K.1 Agenda Section 7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen Economic Development Authority approves the meeting minutes dated February 12, 2024." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION 695 ATTACHMENTS Economic Development Authority Meeting Minutes dated February 12, 2024 696 CHANHASSEN CITY COUNCIL ECONOMIC DEVELOPMENT AUTHORITY MEETING MINUTES FEBRUARY 12, 2024 Mayor Ryan called the meeting to order at 7:00 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Schubert, Councilman von Oven, Councilman McDonald, and Councilman Kimber. COUNCIL MEMBERS ABSENT:None. STAFF PRESENT: Laurie Hokkanen, City Manager; Andrea McDowell Poehler, City Attorney; and Sam DiMaggio, Economic Development Director. PUBLIC PRESENT:None. 1. Approve Economic Development Authority Meeting Minutes dated September 25, 2023 Councilman McDonald moved, Councilman von Oven seconded to approve the Economic Development Authority Meeting Minutes dated September 25, 2023. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 2. Approve Release of Contract for Private Development for Tax Increment Financing District #4, National Lodging Companies, Inc. Sam DiMaggio, Economic Development Manager, is asking for a motion to formally withdraw a development agreement from 1995 with National Lodging Companies. Ms. DiMaggio noted legal counsel has drafted the documents for the City Council. Councilwoman Schubert moved, Councilman Kimber seconded that the Chanhassen Economic Development Authority approve the release of contract for private development agreement for Tax Increment Financing District #4, National Lodging Companies, Inc. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 3. Approve Release of Contract for Private Development for Tax Increment Financing District #4, Bloomberg Companies Inc. Sam DiMaggio, Economic Development Manager, shared about another development agreement from 1996 with Bloomberg Companies, Inc. and stated she is glad these documents will be cleaned up for the future. Councilman Kimber moved, Councilman von Oven seconded that the Chanhassen Economic Development Authority approve the release of the contract for private development agreement for Tax Increment Financing District #4, Bloomberg Companies Inc. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 697 Economic Development Authority Minutes –February 12, 2024 2 ADJOURNMENT Councilwoman Schubert moved, Councilman Kimber seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Economic Development Authority meeting was adjourned at 7:04 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 698 City Council Item March 11, 2024 Item Resolution adopting modification to the Redevelopment Plan for the Chanhassen Redevelopment Project Area and Tax Incremement Financing District No. 13 File No.Item No: K.2 Agenda Section 7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING Prepared By Sam DiMaggio, Economic Development Manager Reviewed By SUGGESTED ACTION The Chanhassen EDA approves a Resolution adopting a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan for the Tax Increment Financing District No. 13. Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The Economic Development Authority is asked to consider the establishment of a Renewal and Renovation Tax Increment Financing (TIF) District, and to approve the Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13. If approved, the funds generated from TIF 13 would financially assist Roers Companies with the redevelopment of the Chanhassen Cinema and the County Inn & Suites. The Chanhassen Cinema has been vacant since April 2023 and the hotel is still operational at this time. LHB has completed an analysis of both buildings, which is attached with the TIF Plan for review. Both buildings have met the statutory requirements for the Renewal and Renovation District. 699 A TIF payment is a rebate of a percentage of the increased property taxes paid by that property owner. Roers is requesting a TIF district be created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties into a $125 million mixed-use development, consisting of two five-six-story buildings containing approximately 310 multi- family housing units, up to 18,000 rentable square feet of commercial space, and approximately 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo Drive through the property, utility relocations, and interior and surrounding road and sidewalk improvements. State statute establishes these expenses as eligible to be paid for through TIF. The TIF eligible expenses has a total anticipated cost of $9,883,696 not including interest. Expenses eligible to be recouped through TIF proceeds are established by state statute. Once the development is complete, the district is expected to generate approximately $14,372,772 in total tax increment. The developer is showing a financing gap of $6,360,000, which is why they are requesting TIF assistance. If approved, the EDA would enter into development agreements with Roers Acquisitions LLC or an affiliate as the developer. The development is anticipated to begin in 2024. As part of the development agreement, Roers will need to demonstrate completion of the approved projects and verification of the final costs. The maximum amount of TIF funding would be $6,360,000 and if costs come in below budget, the note amount will get reduced. The city may retain up to 10% of the TIF for administration fees. The development contract will also require that the developer pay for all sewer and water access charges (SAC/WAC) for residential and commercial spaces. The city has received feedback from the local business community that SAC/WAC charges make it difficult for small businesses to get started in Chanhassen. By requiring the developer to pay those fees as part of the TIF negotiations the community is in a better position to foster small business growth in the downtown area. The City's Economic Development Commission (EDC) reviewed the financial aspects of the TIF request at its meeting on January 9, 2024, and recommended approval of the TIF request. On February 20, 2024, the Planning Commission formally approved that the TIF Plan was consistent with the city's 2040 Comprehensive Plan. Nick Anhut, Senior Municipal Advisor with Ehlers, the city's financial consultant, will present their financial findings to the EDA and the developer will also attend the meeting to answer any questions. BACKGROUND A Renewal and Renovation District would be established to assist with redeveloping sites that contain substandard buildings and buildings that require substantial renovation and clearance. A renovation and renewal TIF district has a maximum term of 16 years of increment which is established by state statute. This would be a "pay-as-you-go" TIF, which means that the taxes would be paid by the owner/developer and a portion of the new, additional, taxes paid would be rebated back once it is determined that the expenditures are valid, and the goals of the project are met. The current tax capacity is not eligible to be rebated and would continue to be distributed to the taxing jurisdictions. Pay-as-you- go financing relies on the private developer or property owner to initially finance the costs of the TIF improvements. A development agreement between the authority and the developer then provides the developer will be repaid as tax increments are collected. This form of TIF structuring removes financial risk to the city. 700 DISCUSSION BUDGET RECOMMENDATION Staff recommends that the Economic Development Authority approve the Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13. Staff also recommends the Chanhassen Economic Development Authority approve the request to establish a Renewal and Renovation Tax Increment Financing (TIF) District and agrees to enter into development contracts for TIF assistance with the applicant. ATTACHMENTS Chanhassen TIF 13 Plan and Renewal and Renovation Property Report from LHB Resolution Adopting a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area and the Tax Increment Financing Plan For Tax Increment Financing District No. 13 701 Adoption Date: March 11, 2024 City of Chanhassen Carver County, Minnesota MODIFICATION TO THE REDEVELOPMENT PLAN Downtown Chanhassen Redevelopment Project Area & Tax Increment Financing (TIF) Plan Establishment of Tax Increment Financing District No. 13 (a renewal and renovation district) BUILDING COMMUNITIES. IT’S WHAT WE DO. Prepared by: Ehlers 3060 Centre Pointe Drive Roseville, Minnesota 55113 702 TABLE OF CONTENTS Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area 1 FOREWORD 1 Tax Increment Financing Plan for Tax Increment Financing District No. 13 2 FOREWORD 2 STATUTORY AUTHORITY 2 STATEMENT OF OBJECTIVES 2 REDEVELOPMENT PLAN OVERVIEW 3 DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED 3 DISTRICT CLASSIFICATION 4 DURATION & FIRST YEAR OF TAX INCREMENT 5 ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS 5 SOURCES OF REVENUE/BONDS TO BE ISSUED 7 USES OF FUNDS 7 FISCAL DISPARITIES ELECTION 8 ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS 8 SUPPORTING DOCUMENTATION 11 DISTRICT ADMINISTRATION 11 Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District Appendix B: Estimated Cash Flow for the District Appendix C: Findings Including But/For Qualifications Appendix D: Renewal and Renovation Qualifications for the District Appendix E: Permits Issued 703 City of Chanhassen Tax Increment Financing District No. 13 Modification to the Redevelopment Plan for Downtown Chanhassen Redevelopment Project Area FOREWORD The following text signifies a Modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area (the “Redevelopment Project Area”). This modification represents a continuation of the goals and objectives set forth in the original Redevelopment Plan for the Redevelopment Project Area. Generally, the substantive change includes the establishment of Tax Increment Financing District No. 13 within the Redevelopment Project Area. For further information, a review of the Redevelopment Plan for the Redevelopment Project Area is recommended. It is available on file at the office of the Economic Development Manager at the City of Chanhassen. Other relevant information is contained in the tax increment financing plans for the tax increment financing districts located within the Redevelopment Project Area. 704 City of Chanhassen Tax Increment Financing District No. 13 2 Tax Increment Financing Plan for Tax Increment Financing District No. 13 FOREWORD The City of Chanhassen (the "City"), the Chanhassen Economic Development Authority (the “EDA”), staff and consultants have prepared the following information to expedite the establishment of Tax Increment Financing District No. 13 (the "District"), a renewal and renovation tax increment financing district, located in the Downtown Chanhassen Redevelopment Project Area. STATUTORY AUTHORITY Within the City, there exist areas where public involvement is necessary to cause development or redevelopment to occur. To this end, the EDA and City have certain statutory powers pursuant to Minnesota Statutes ("M.S."), Sections 469.090 - 469.1082, inclusive, as amended, and M.S., Sections 469.174 to 469.1794, inclusive, as amended (the "TIF Act"), to assist in financing public costs related to this project. This section contains the Tax Increment Financing Plan (the "TIF Plan") for the District. Other relevant information is contained in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area, as modified. STATEMENT OF OBJECTIVES The District currently consists of six (6) parcels of land and adjacent roads and internal rights-of-way. The District is being created to provide financial assistance to facilitate the redevelopment of two aging and underutilized hotel and commercial properties in the City into a $125 million mixed-use development consisting of two five-six story buildings containing approximately 310 multi-family housing units, 18,000 rentable square feet of commercial space, and 466 structured parking stalls. The redevelopment will include demolition and mass grading of the site, an extension of Laredo drive through the property, utility relocations and interior and surrounding road and sidewalk improvements. The EDA anticipates entering into an agreement with Roers Acquisitions LLC or an affiliate as the developer. Development is anticipated to begin in 2024. This TIF Plan is expected to achieve many of the objectives outlined in the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area. 705 City of Chanhassen Tax Increment Financing District No. 13 3 The activities contemplated in the Modification to the Redevelopment Plan and the TIF Plan do not preclude the undertaking of other qualified development or redevelopment activities. These activities are anticipated to occur over the life of Downtown Chanhassen Redevelopment Project Area and the District. REDEVELOPMENT PLAN OVERVIEW Pursuant to the Redevelopment Plan and authorizing state statutes, the EDA and City are authorized to undertake the following activities in the District: 1. Property to be Acquired - Selected property located within the District may be acquired by the EDA or City and is further described in this TIF Plan. 2. Relocation - Relocation services, to the extent required by law, are available pursuant to M.S., Chapter 117 and other relevant state and federal laws. 3. Upon approval of a developer's plan relating to the project and completion of the necessary legal requirements, the EDA or City may sell to a developer selected properties that it may acquire within the District or may lease land or facilities to a developer. 4. The EDA or City may perform or provide for some or all necessary acquisition, construction, relocation, demolition, and required utilities and public street work within the District. DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY ELIGIBLE TO BE ACQUIRED The District encompasses all property and adjacent rights-of-way and abutting roadways identified by the parcels listed below. Parcel number Address Owner 25.1180010 575 78th St W Chanhassen Lodging 25.1180020 575 78th St W Chanhassen Lodging 25.1190010 591 78th St W Chanhassen Lodging 25.1190030 N/A Chanhassen Lodging 25.1190040 N/A Chanhassen Lodging 25.2830010 570 Market St Chanhassen Properties 706 City of Chanhassen Tax Increment Financing District No. 13 4 Please also see the map in Appendix A for further information on the location of the District. The EDA and City do not own any parcels of the property to be included in the District. The EDA or City may acquire any parcel within the District including interior and adjacent street or other rights of way. Any properties identified for acquisition will be acquired only in order to accomplish one or more of the following: storm sewer improvements; provide land for needed public streets, utilities and facilities; and/or carry out land acquisition, site improvements, clearance or development to accomplish the uses and objectives set forth in this plan. The EDA or City may acquire property by gift, dedication, condemnation or direct purchase from willing sellers in order to achieve the objectives of this TIF Plan. Such acquisitions will be undertaken only when there is assurance of funding to finance the acquisition and related costs. DISTRICT CLASSIFICATION The EDA and City, in determining the need to create a tax increment financing district in accordance with the TIF Act, find that the District, to be established, is a renewal and renovation district pursuant to M.S., Section 469.174, Subd. 10a. In meeting the statutory criteria the EDA and City rely on the following facts and findings: • The District is a renewal and renovation district consisting of six (6) parcels. • An inventory shows that parcels consisting of more than 70% of the area in the District are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures. • An inspection of the buildings located within the District finds that at least 20% of the buildings are structurally substandard as defined in the TIF Act. (See Appendix D). • An inspection of the buildings located within the District finds that more than 30% of the other buildings require substantial renovation or clearance to remove existing conditions such as inadequate street layout, incompatible uses and others as defined in the TIF Act. (See Appendix D). Pursuant to M.S., Section 469.176, Subd. 7, the District does not contain any parcel or part of a parcel that qualified under the provisions of M.S., Sections 273.111, 273.112, or 273.114 or Chapter 473H for taxes payable in any of the five calendar years before the filing of the request for certification of the District. 707 City of Chanhassen Tax Increment Financing District No. 13 5 DURATION & FIRST YEAR OF TAX INCREMENT Pursuant to M.S., Section 469.175, Subd. 1, and Section 469.176, Subd. 1, the duration and first year of tax increment of the District must be indicated within the TIF Plan. Pursuant to M.S., Section 469.176, Subd. 1b., the duration of the District will be 15 years after receipt of the first increment by the EDA (a total of 16 years of tax increment). The EDA elects to receive the first tax increment in 2026, which is no later than four years following the year of approval of the District. Thus, it is estimated that the District, including any modifications of the TIF Plan for subsequent phases or other changes, would terminate after 2041, or when the TIF Plan is satisfied. The EDA reserves the right to decertify the District prior to the legally required date. ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS Pursuant to M.S., Section 469.174, Subd. 7 and M.S., Section 469.177, Subd. 1, the Original Net Tax Capacity (ONTC) as certified for the District will be based on the market values placed on the property by the assessor in 2023 for taxes payable 2024. Pursuant to M.S., Section 469.177, Subds. 1 and 2, the County Auditor shall certify in each year (beginning in the payment year 2026) the amount by which the original value has increased or decreased as a result of: 1. Change in tax exempt status of property; 2. Reduction or enlargement of the geographic boundaries of the District; 3. Change due to adjustments, negotiated or court-ordered abatements; 4. Change in the use of the property and classification; 5. Change in state law governing class rates; or 6. Change in previously issued building permits. In any year in which the current Net Tax Capacity (NTC) value of the District declines below the ONTC, no value will be captured and no tax increment will be payable to the EDA. The original local tax rate for the District will be the local tax rate for taxes payable 2024, assuming the request for certification is made before June 30, 2024. The final tax rates for 2024 were not available at the time the District was established. 708 City of Chanhassen Tax Increment Financing District No. 13 6 The projected ONTC and the Original Local Tax Rate for the District appear in the table below. Pursuant to M.S., Section 469.174 Subd. 4 and M.S., Section 469.177, Subd. 1, 2, and 4, the estimated Captured Net Tax Capacity (CTC) of the District, within Downtown Chanhassen Redevelopment Project Area, upon completion of the projects within the District, will annually approximate tax increment revenues as shown in the table below. The EDA requests 100% of the available increase in tax capacity be used for repayment of its obligations and current expenditures, beginning in the tax year payable 2026. The Project Tax Capacity (PTC) listed is an estimate of values when the projects within the District are completed. Estimated Project Tax Capacity upon completion (PTC) 1,364,901 Less: Estimated Original Net Tax Capacity (ONTC) 132,719 Less: Fiscal Disparities 32,231 Estimated Captured Tax Capacity (CTC)1,199,952 Original Local Tax Rate 84.7681% Prelim Pay 2024 Estimated Annual Tax Increment $1,017,176 Percent Retained by the EDA 100% Project Tax Capacity Note: Tax capacity includes a 1% inflation factor for the duration of the District. The PTC included in this chart is the estimated tax capacity of the District in year 16. The net tax capacity of the District upon stabilization of the project in year two is estimated to be $1,187,414. Pursuant to M.S., Section 469.177, Subd. 4, the EDA shall, after a due and diligent search, accompany its request for certification to the County Auditor or its notice of the District enlargement pursuant to M.S., Section 469.175, Subd. 4, with a listing of all properties within the District or area of enlargement for which building permits have been issued during the eighteen (18) months immediately preceding approval of the TIF Plan by the municipality pursuant to M.S., Section 469.175, Subd. 3. The County Auditor shall increase the original net tax capacity of the District by the net tax capacity of improvements for which a building permit was issued. The City has reviewed the area to be included in the District to determine if any building permits have been issued during the 18 months immediately preceding approval of the TIF Plan by the City. One reroofing permit has been identified for PID # 25.1190010 and will accompany the request for certification. The permitted activity is not expected to increase the Original Net Tax Capacity. Please see Appendix E for the building permit that was issued. 709 City of Chanhassen Tax Increment Financing District No. 13 7 SOURCES OF REVENUE/BONDS TO BE ISSUED The total estimated tax increment revenues for the District are shown in the table below: SOURCES Tax Increment 14,372,772$ Interest 718,638 TOTAL 15,091,410$ The costs outlined in the Uses of Funds will be financed primarily through the annual collection of tax increments. The EDA and City reserve the right to issue bonds (as defined in the TIF Act) or incur other indebtedness as a result of the TIF Plan. As presently proposed, the projects within the District will be financed by one or more pay-as-you-go notes. Any refunding amounts will be deemed a budgeted cost without a formal modification to this TIF Plan. This provision does not obligate the EDA or City to incur debt. The EDA or City will issue bonds or incur other debt only upon the determination that such action is in the best interest of the City. The EDA or City may issue bonds secured in whole or in part with tax increments from the District in a maximum principal amount of $15,091,410. Such bonds may be in the form of pay-as-you-go notes, revenue bonds or notes, general obligation bonds, or interfund loans. This estimate of total bonded indebtedness is a cumulative statement of authority under this TIF Plan as of the date of approval. USES OF FUNDS Currently under consideration for the District is a proposal to facilitate the renewal and renovation of two aging and underutilized properties within the City’s downtown. The EDA and City have determined that it will be necessary to provide assistance to the project(s) for certain District costs, as described herein. The EDA has studied the feasibility of the development or redevelopment of property in and around the District. To facilitate the establishment and development or redevelopment of the District, this TIF Plan authorizes the use of tax increment financing to pay for the cost of certain eligible expenses. The estimate of public costs and uses of funds associated with the District is outlined in the following table. 710 City of Chanhassen Tax Increment Financing District No. 13 8 USES Land/Building Acquisition 1,000,000$ Site Improvements/Preparation 2,000,000 Affordable Housing - Utilities 2,500,000 Other Qualifying Improvements 2,946,419 Administrative Costs (up to 10%) 1,437,277 PROJECT COSTS TOTAL 9,883,696$ Interest 5,207,714 PROJECT AND INTEREST COSTS TOTAL 15,091,410$ The total project cost, including financing costs (interest) listed in the table above does not exceed the total projected tax increments for the District as shown in the Sources of Revenue section. FISCAL DISPARITIES ELECTION Pursuant to M.S., Section 469.177, Subd. 3, the EDA may elect one of two methods to calculate fiscal disparities. The EDA will choose to calculate fiscal disparities by clause b (inside). ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS The estimated impact on other taxing jurisdictions assumes that the redevelopment contemplated by the TIF Plan would occur without the creation of the District. However, the EDA has determined that such development or redevelopment would not occur "but for" tax increment financing and that, therefore, the fiscal impact on other taxing jurisdictions is $0. The estimated fiscal impact of the District would be as follows if the "but for" test was not met: Entity Preliminary 2023/Pay 2024 Total Net Tax Capacity Estimated Captured Tax Capacity (CTC) upon completion Percent of CTC to Entity Total Carver County 217,510,096 1,199,952 0.5517% City of Chanhassen 64,817,920 1,199,952 1.8513% ISD No. 112 (Eastern Carver County Schools)128,134,116 1,199,952 0.9365% Impact on Tax Base 711 City of Chanhassen Tax Increment Financing District No. 13 9 Entity Preliminary Pay 2024 Extension Rate Percent of Total CTC Potential Taxes Carver County 29.9930% 35.38% 1,199,952 $ 359,902 City of Chanhassen 20.9102% 24.67% 1,199,952 250,912 ISD No. 112 (Eastern Carver County Schools)28.5491% 33.68% 1,199,952 342,576 Other 5.3157% 6.27% 1,199,952 63,786 84.7681% 100.00% $ 1,017,176 Impact on Tax Rates The estimates listed above display the CTC when all construction is completed. The tax rate used for calculations is the Preliminary Pay 2024 rate. The total net capacity for the entities listed above are based on Preliminary Pay 2024 figures. The District will be certified under the Final Pay 2024 rates, which were unavailable at the time this TIF Plan was prepared. Pursuant to M.S., Section 469.175 Subd. 2(b): (1) Estimate of total tax increment. It is estimated that the total amount of tax increment that will be generated over the life of the District is $14,372,772; (2) Probable impact of the District on city provided services and ability to issue debt. A marginal impact of the District on police protection is expected as it is with any increase in development density. New developments add an increase in traffic and additional overall demands to the call load. Based on the type of building, the City estimates 30 to 50 calls per year. The City does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities. The probable impact of the District on fire protection is not expected to be significant. New buildings generate few calls, if any, and are of superior construction that is compliant with the latest building codes and fire protection systems. One existing building, located at the site, which will be eliminated by the new development, has outstanding code violations. The City expects a very small increase in call volume, if any, and does not expect that the proposed development, in and of itself, will necessitate new capital investment in vehicles or facilities for fire protection. 712 City of Chanhassen Tax Increment Financing District No. 13 10 The impact of the District on public infrastructure is expected to be minimal. The development is not expected to significantly impact any traffic movements external to the area and the project will provide necessitated road, utility and parking infrastructure improvements as part of the private development costs. This will include extension of a public roadway through the property and watermain relocation. The current infrastructure for sanitary sewer, storm sewer and water will be able to handle the additional volume generated from the proposed development. Based on the development plans, there are not anticipated to be any additional public costs associated with street maintenance, sweeping, plowing, lighting and sidewalks. The development in the District is expected to contribute all sanitary sewer (SAC) and water (WAC) connection fees in accordance with its Site Plan Agreement. The probable impact of the issuance of any general obligation tax increment bonds payable from tax increment revenues from the District on the City’s ability to issue debt for general fund purposes is expected to be minimal. As presently proposed, it is not anticipated that there will be any general obligation debt issued in relation to this project. Any such issuance, if considered, would not be expected to require the City’s general revenue support and would not apply to the City's debt limit. (3) Estimated amount of tax increment attributable to school district levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to school district levies, assuming the school district's share of the total local tax rate for all taxing jurisdictions remained the same, is $4,840,624; (4) Estimated amount of tax increment attributable to county levies. It is estimated that the amount of tax increments over the life of the District that would be attributable to county levies, assuming the county's share of the total local tax rate for all taxing jurisdictions remained the same, is $5,085,442; (5) Additional information requested by the county or school district. The EDA and City are not aware of any standard questions in a county or school district written policy regarding tax increment districts and impact on county or school district services. The county or school district must request additional information pursuant to M.S., Section 469.175 Subd. 2(b) within 15 days after receipt of the tax increment financing plan. 713 City of Chanhassen Tax Increment Financing District No. 13 11 No requests for additional information from the county or school district regarding the proposed development for the District have been received to date. SUPPORTING DOCUMENTATION Pursuant to M.S., Section 469.175, Subd. 1 (a), clause 7 this TIF Plan must contain identification and description of studies and analyses used to make the determination set forth in M.S., Section 469.175, Subd. 3, clause (b)(2) and the findings are required in the resolution approving the District. (i) In making said determination, reliance has been placed upon (1) written representation made by the Developer to such effects, (2) review of the Developer’s proforma; and (3) EDA and City staff awareness of the feasibility of developing the project site within the District, which is further outlined in the City Council resolution approving the establishment of the District and Appendix C. (ii) A comparative analysis of estimated market value both with and without establishment of the District and the use of tax increments has been performed. Such analysis is included with the cashflow in Appendix B and indicates that the increase in estimated market value of the proposed development (less the indicated subtractions) exceeds the estimated market value of the site absent the establishment of the District and the use of tax increments. DISTRICT ADMINISTRATION Administration of the District will be handled by the Economic Development Manager. 714 City of Chanhassen Tax Increment Financing District No. 13 Appendix A: Map of Downtown Chanhassen Redevelopment Project Area and the TIF District 715 716 City of Chanhassen Tax Increment Financing District No. 13 Appendix B: Estimated Cash Flow for the District 717 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentASSUMPTIONS AND RATESDistrictType: Renewal and RenovationDistrict Name/Number: TIF 13County District #: TBDExempt Class Rate (Exempt) 0.00%First Year Construction or Inflation on Value 2024Commercial Industrial Preferred Class Rate (C/I Pref.)Existing District - Specify No. Years RemainingFirst $150,000 1.50%Inflation Rate - Every Year:1.00%Over $150,000 2.00%Interest Rate:6.00%Commercial Industrial Class Rate (C/I) 2.00%Present Value Date:1-Aug-25Rental Housing Class Rate (Rental) 1.25%First Period Ending 1-Feb-26Affordable Rental Housing Class Rate (Aff. Rental)Tax Year District was Certified:Pay 2024First $100,000 0.25%Cashflow Assumes First Tax Increment For Development: 2026 Over $100,000 0.25%Years of Tax Increment 16 Non-Homestead Residential (Non-H Res. 1 Unit)Assumes Last Year of Tax Increment 2041 First $500,000 1.00%Fiscal Disparities Election [Outside (A), Inside (B), or NA]Inside(B)Over $500,000 1.25%Incremental or Total Fiscal DisparitiesIncrementalHomestead Residential Class Rate (Hmstd. Res.)Fiscal Disparities Contribution Ratio 36.7257%Pay 2023First $500,000 1.00%Fiscal Disparities Metro-Wide Tax Rate 123.0260%Prelim Pay 2024Over $500,000 1.25%Maximum/Frozen Local Tax Rate: 84.768%Prelim Pay 2024Agricultural Non-Homestead 1.00%Current Local Tax Rate: (Use lesser of Current or Max.) 84.768%Prelim Pay 2024State-wide Tax Rate (Comm./Ind. only used for total taxes) 30.0000%Prelim Pay 2024Market Value Tax Rate (Used for total taxes) 0.17166%Prelim Pay 2024Building Total Percentage Tax Year Property Current Class AfterLand Market Market Of Value Used Original Original Tax Original After ConversionPID Owner Address Market Value Value Value for District Market Value Market Value Class Tax Capacity Conversion Orig. Tax Cap.125.1180010 Chanhassen Lodging 575 78th St W 335,400 273,600 609,000100% 609,000 Pay 2024C/I12,180 C/I12,180 2225.1180020 Chanhassen Lodging 575 78th St W 323,200 1,641,700 1,964,900100% 1,964,900 Pay 2024C/I39,298 Rental24,561 2325.1190010 Chanhassen Lodging 591 78th St W 701,300 4,623,100 5,324,400100% 5,324,400 Pay 2024C/I106,488 Rental66,555 1425.1190030 Chanhassen Lodging N/A 536,700 0 536,700100% 536,700 Pay 2024C/I10,734 C/I10,734 1525.1190040 Chanhassen Lodging N/A 18,300 0 18,300100% 18,300 Pay 2024C/I366 C/I366 1625.2830010 Chanhassen Properties 570 Market St 663,200 802,600 1,465,800100% 1,465,800 Pay 2024C/I29,316 Rental18,323 22,578,100 7,341,000 9,919,100 9,919,100 198,382 132,719Note:1. Base values are for pay 2024 based on review of County website on December 18, 2023.2. Located in SD #0112, WS #064.Area/ PhaseTax Rates BASE VALUE INFORMATION (Original Tax Capacity)718 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentEstimated Taxable Total Taxable Property Percentage Percentage Percentage Percentage First YearMarket Value Market Value Total Market Tax Project Project Tax Completed Completed Completed Completed Full TaxesArea/Phase New Use Per Sq. Ft./Unit Per Sq. Ft./Unit Sq. Ft./UnitsValue Class Tax Capacity Capacity/Unit 2024 2025 2026 2027 PayableApartments 281,500281,500 31087,265,000 Rental 1,090,813 3,519 40% 100% 100% 100% 2027Retail 270270 18,0284,867,560 C/I Pref. 96,601 5 40% 100% 100% 100% 2027TOTAL92,132,560 1,187,414 Subtotal Residential 310 87,265,000 1,090,813 Subtotal Commercial/Ind. 18,028 4,867,560 96,601 Note:1. Market values are based upon estimates provided by the Assessor's office.Total Fiscal Local Local Fiscal State-wide MarketTax Disparities Tax Property Disparities PropertyValue Total Taxes PerNew Use Capacity Tax Capacity Capacity Taxes Taxes Taxes Taxes Taxes Sq. Ft./UnitApartments 1,090,813 0 1,090,813 924,661 0 0 149,795 1,074,456 3,465.99Retail 96,601 35,477 61,124 51,813 43,647 28,305 8,355 132,121 7.33TOTAL1,187,414 35,477 1,151,936 976,474 43,647 28,305 158,151 1,206,577Note: 1. Taxes and tax increment will vary significantly from year to year depending upon values, rates, state law, fiscal disparities and other factors which cannot be predicted.Total Property Taxes 1,206,577Current Market Value - Est. 9,919,100less State-wide Taxes (28,305)New Market Value - Est. 92,132,560less Fiscal Disp. Adj. (43,647) Difference 82,213,460less Market Value Taxes (158,151)Present Value of Tax Increment 8,617,446less Base Value Taxes (105,256) Difference 73,596,014Annual Gross TIF 871,218Value likely to occur without Tax Increment is less than:73,596,014 WHAT IS EXCLUDED FROM TIF? MARKET VALUE BUT / FOR ANALYSISTAX CALCULATIONSPROJECT INFORMATION (Project Tax Capacity)719 Roers RedevelopmentCity of Chanhassen, MN Mixed-Use RedevelopmentTAX INCREMENT CASH FLOWProject Original Fiscal Captured Local Annual Semi-Annual State Admin. Semi-Annual Semi-Annual PERIOD% of Tax Tax Disparities Tax Tax Gross Tax Gross Tax Auditor at Net Tax Present ENDING Tax PaymentOTC Capacity Capacity Incremental Capacity Rate Increment Increment 0.36% 10% Increment Value Yrs. Year Date- - - - 02/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 120,594 0.5 2026 08/01/26100% 474,965 (132,719) (5,641) 336,605 84.768% 285,334 142,667 (514) (14,215) 127,938 237,675 1 2026 02/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 584,751 1.5 2027 08/01/27100% 1,187,414 (132,719) (26,928) 1,027,767 84.768% 871,218 435,609 (1,568) (43,404) 390,637 921,718 2 2027 02/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,252,537 2.5 2028 08/01/28100% 1,199,288 (132,719) (27,282) 1,039,287 84.768% 880,983 440,492 (1,586) (43,891) 395,015 1,573,721 3 2028 02/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 1,889,040 3.5 2029 08/01/29100% 1,211,281 (132,719) (27,641) 1,050,921 84.768% 890,846 445,423 (1,604) (44,382) 399,437 2,195,176 4 2029 02/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,495,718 4.5 2030 08/01/30100% 1,223,394 (132,719) (28,003) 1,062,672 84.768% 900,807 450,403 (1,621) (44,878) 403,904 2,787,506 5 2030 02/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,073,960 5.5 2031 08/01/31100% 1,235,627 (132,719) (28,368) 1,074,540 84.768% 910,867 455,434 (1,640) (45,379) 408,415 3,352,071 6 2031 02/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,625,093 6.5 2032 08/01/32100% 1,247,984 (132,719) (28,737) 1,086,528 84.768% 921,028 460,514 (1,658) (45,886) 412,971 3,890,163 7 2032 02/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,150,381 7.5 2033 08/01/33100% 1,260,464 (132,719) (29,110) 1,098,635 84.768% 931,291 465,646 (1,676) (46,397) 417,572 4,403,019 8 2033 02/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,651,028 8.5 2034 08/01/34100% 1,273,068 (132,719) (29,487) 1,110,863 84.768% 941,657 470,828 (1,695) (46,913) 422,220 4,891,815 9 2034 02/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,128,187 9.5 2035 08/01/35100% 1,285,799 (132,719) (29,867) 1,123,213 84.768% 952,126 476,063 (1,714) (47,435) 426,914 5,357,674 10 2035 02/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,582,952 10.5 2036 08/01/36100% 1,298,657 (132,719) (30,251) 1,135,687 84.768% 962,700 481,350 (1,733) (47,962) 431,655 5,801,668 11 2036 02/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,016,369 11.5 2037 08/01/37100% 1,311,643 (132,719) (30,639) 1,148,285 84.768% 973,379 486,690 (1,752) (48,494) 436,444 6,224,817 12 2037 02/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,429,437 12.5 2038 08/01/38100% 1,324,760 (132,719) (31,031) 1,161,010 84.768% 984,166 492,083 (1,771) (49,031) 441,280 6,628,096 13 2038 02/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 6,823,104 13.5 2039 08/01/39100% 1,338,007 (132,719) (31,427) 1,173,862 84.768% 995,060 497,530 (1,791) (49,574) 446,165 7,012,433 14 2039 02/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,198,280 14.5 2040 08/01/40100% 1,351,388 (132,719) (31,827) 1,186,842 84.768% 1,006,063 503,031 (1,811) (50,122) 451,099 7,378,713 15 2040 02/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,555,826 15.5 2041 08/01/41100% 1,364,901 (132,719) (32,231) 1,199,952 84.768% 1,017,176 508,588 (1,831) (50,676) 456,081 7,727,781 16 2041 02/01/42 Total14,424,701 (51,929) (1,437,277) 12,935,495 Present Value From 08/01/2025 Present Value Rate 6.00% 8,617,446 (31,023) (858,642) 7,727,781 720 City of Chanhassen Tax Increment Financing District No. 13 Appendix C: Findings Including But/For Qualifications The reasons and facts supporting the findings for the adoption of the Tax Increment Financing Plan (TIF Plan) for Tax Increment Financing District No. 13 (the “District”), as required pursuant to Minnesota Statutes (M.S.), Section 469.175, Subdivision 3 are as follows: 1. Finding that Tax Increment Financing District No. 13 is a redevelopment district as defined in M.S., Section 469.174, Subd. 10. The District consists of six (6) parcels and their internal and adjacent rights-of-way, with plans to redevelop the area into a mixed-use development consisting of approximately 310 multi-family housing units and 18,000 rentable square feet of commercial space. Parcels consisting of 70% of the area of the District are occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures. One of two buildings in the District, not including outbuildings, is structurally substandard and the other building requires substantial renovation or clearance to remove inadequate street layout and obsolescence not suitable for improvement or conversion. (See Appendix D of the TIF Plan.) 2. Finding that the proposed development, in the opinion of the City Council, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of Tax Increment Financing District No. 13 permitted by the TIF Plan. The proposed development, in the opinion of the City, would not reasonably be expected to occur solely through private investment within the reasonably foreseeable future: This finding is supported by the fact that the activities proposed in the TIF Plan meet the City's objectives for redevelopment. The existing property contains substandard or obsolete buildings whose renovation requires high costs related to demolition, remediation, site improvement, and construction of infrastructure. The redevelopment also requires substantial investment toward public improvements including the extension of Laredo Drive, utility relocations, and various internal and external sidewalk and roadway improvements to connect with the downtown area. 721 City of Chanhassen Tax Increment Financing District No. 13 Because of the combination of limited amounts of property available for expansion adjacent to the renewal site and the public and private costs of financing the proposed improvements which are essential to the comprehensive redevelopment of the area, this project is feasibly only through assistance, in part, from tax increment financing. The developer provided a pro forma outlining project sources and uses as well as projected rent, operating cost, vacancy and financing assumptions. City staff and the City’s financial advisor reviewed the information and have determined that the project is not feasible without assistance due to anticipated net operating income and market returns not supporting the overall redevelopment costs for the site. This review supports justification that the Developer would not have gone forward without tax increment assistance. The increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the District permitted by the TIF Plan: This finding is justified on the grounds that the development intensity and tax based created on currently underutilized and declining property requires site and public improvement costs that are improbable without public assistance. Specifically, the costs of site preparation, demolition, remediation, and public improvements to include infrastructure and site parking will add significantly to the total redevelopment costs of any development in this area. Site and public improvements costs in this area have made redevelopment infeasible without tax increment assistance. The City reasonably determines that no other redevelopment of similar scope is anticipated on this site without substantially similar assistance being provided to the development. Therefore, the City concludes as follows: a. The City's estimate of the amount by which the market value of the entire District will increase without the use of tax increment financing is $0. b. If the proposed development occurs, the total increase in market value will be $82,213,460. 722 City of Chanhassen Tax Increment Financing District No. 13 c. The present value of tax increments from the District for the maximum duration of the district permitted by the TIF Plan is estimated to be $8,617,446. d. Even if some development other than the proposed development were to occur, the Council finds that no alternative would occur that would produce a market value increase greater than $73,596,014 (the amount in clause b less the amount in clause c) without tax increment assistance. 3. Finding that the TIF Plan for the District conforms to the general plan for the development or redevelopment of the municipality as a whole. The City of Chanhassen Planning Commission reviewed the TIF Plan on February 20, 2024 and adopted Resolution No. 2024-01 finding that the TIF Plan is consistent with Chanhassen’s Comprehensive Plan and therefore conforms to the general plans for the development and redevelopment of the City as a whole. 4. Finding that the TIF Plan for Tax Increment Financing District No. 13 will afford maximum opportunity, consistent with the sound needs of the City as a whole, for the development or redevelopment of the Downtown Chanhassen Redevelopment Project Area by private enterprise. Through the implementation of the TIF Plan, the City will provide an impetus for the renovation of substandard and underutilized property, construction of a new mixed-use private development which will result in increased employment in the City and the State of Minnesota, an increased tax base of the State and add a high-quality development to the City. 723 City of Chanhassen Tax Increment Financing District No. 13 Appendix D: Renewal and Renovation Qualifications for the District 724 REPORT OF INSPECTION PROCEDURES AND RESULTS FOR DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT WEST 78TH STREET RENEWAL AND RENOVATION TIF DISTRICT Prepared for CITY OF CHANHASSEN, MINNESOTA DECEMBER 1, 2023 725 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 1 of 12 Final Report Table of Contents Part 1 – Executive Summary ....................................................................................................................... 2 Purpose of Evaluation ............................................................................................................................................... 2 Scope of Work ........................................................................................................................................................... 3 Conclusion ................................................................................................................................................................ 3 Part 2 – Minnesota Statute 469.174, Subdivision 10a Requirements ...................................................... 3 A. Coverage Test .................................................................................................................................................. 4 B. Condition of Buildings Test ............................................................................................................................... 4 C. Distribution of Substandard Buildings ............................................................................................................... 5 Part 3 – Procedures Followed .................................................................................................................... 6 Part 4 – Findings .......................................................................................................................................... 6 A. Coverage Test .................................................................................................................................................. 6 B. Condition of Building Test .................................................................................................................................. 8 1. Building Inspection .................................................................................................................................. 8 2. Replacement Cost .................................................................................................................................. 8 3. Code Deficiencies ................................................................................................................................... 8 4. System Condition Deficiencies ............................................................................................................... 9 C. Distribution of Substandard Structures ........................................................................................................... 10 Part 5 - Team Credentials .......................................................................................................................... 12 APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 726 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 2 of 12 Final Report Part 1: Executive Summary Purpose of the Evaluation LHB was hired by the City of Chanhassen to inspect and evaluate the properties within a Tax Increment Financing Renewal and Renovation District (“TIF District”) proposed to be established by the City. The proposed TIF District is bounded by West 78th Street, Market Boulevard, and Market Street (see Diagram 1). The purpose of LHB’s work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether two (2) buildings on six (6) parcels located within the proposed TIF District, meet the qualifications required for a Renewal and Renovation District. Diagram 1: Proposed TIF District 727 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 3 of 12 Final Report Scope of Work The proposed TIF District consists of six (6) parcels with two (2) buildings. Both buildings in the proposed TIF District received interior and exterior inspections. The Chanhassen Cinema building was determined substandard. The Hotel building did not meet the qualifications to be determined “structurally substandard”, but a full building report was still completed showing significant structural and code deficiencies coming up just short of the 15 percent code deficiency requirement. Building code and Condition Deficiency reports for both buildings are in Appendix B. Conclusion After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Renewal and Renovation District under Minnesota Statutes, Section 469.174, Subdivision 10a, it is our professional opinion that the proposed TIF District qualifies as a Renewal and Renovation District because: The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement. 50 percent of the buildings are structurally substandard which is above the 20 percent requirement. 100 percent of the other buildings require substantial renovation or clearance which is above the 30 percent requirement. The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. Part 2: Minnesota Statute 469.174, Subdivision 10a Requirements The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection “The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property...” Exterior Inspection and Other Means “An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard.” 728 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 4 of 12 Final Report Documentation “Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1).” Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires two tests for occupied parcels: A. COVERAGE TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) states: …“parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots” The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states:“For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, or paved or gravel parking lots unless 15 percent of the area of the parcel contains building, streets, utilities, or paved or gravel parking lots, or other similar structures.” B. CONDITION OF BUILDINGS TEST 1. Minnesota Statutes, Section 469.174, Subdivision 10(a) states: …“20 percent of the buildings are structurally substandard; and 30 percent of the other buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community.” Structurally substandard is defined under Minnesota Statues, Section 469.174, Subdivision 10(b), “For purposes of this subdivision, ‘structurally substandard’ shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance.” a. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as “structurally substandard”, due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 2. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: “A building is not structurally substandard if it follows the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence based on reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence.” “Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence.” 729 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 5 of 12 Final Report i. LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c) for the following reasons: 1) The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. 2) Chapter 13 of the 2015 Minnesota Building Code states, “Buildings shall be designed and constructed in accordance with the International Energy Conservation Code.” Further more, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, “References to the International Energy Conservation Code in this code mean the Minnesota Energy Code…” 3) Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. 4) The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. 5) In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota Department of Administration confirmed that the construction cost of new buildings complying with the Minnesota Energy Code is higher than buildings built prior to the enactment of the code. 6) Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. For an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. C. DISTRIBUTION OF SUBSTANDARD BUILDINGS 1. Minnesota Statutes, Section 469.174, Subdivision 10a. (a) (2), states that the conditions described above must be “reasonably distributed throughout the geographic area of the district”. 2. Our interpretation of the distribution requirement is that the substandard buildings and other buildings requiring substantial renovation or clearance must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings and buildings requiring substantial renovation or clearance compared with only the half of the district where the buildings are located. If all the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings and buildings requiring substantial renovation or clearance must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. 730 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 6 of 12 Final Report Part 3: Procedures Followed LHB was able to schedule interior and exterior inspections for two (2) buildings in the proposed TIF District on July 27, 2023. The Chanhassen Cinema building (570 Market Street, Parcel A in Diagram 2) received an on-site interior and exterior inspection and was determined substandard. The Hotel building (575 and 591 78th Street West, Parcels B, C, and E in Diagram 2) including the former High Timber Lodge addition, had visible water issues but did not appear to have enough condition deficiencies during the initial inspection to be considered “structurally substandard”. However, the Hotel building did exhibit existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii) in which it requires substantial renovation or clearance to remove existing conditions of incompatible land use relationships and obsolete buildings not suitable for improvement or conversion. Part 4: Findings A. COVERAGE TEST 1. The total square foot area of each parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. 2. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. 3. The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING: The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities or paved drives or parking lots (see Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision 10a (a)(1). 731 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 7 of 12 Final Report Diagram 2: Coverage Shaded area denotes parcels more than 15 percent occupied by buildings, streets, utilities or paved or gravel parking lots or other similar structures. 732 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 8 of 12 Final Report B. Condition Of Building Test 1. BUILDING INSPECTION The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgement whether a building “appears” to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non-code deficiencies in the building. 2. REPLACEMENT COST The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2023. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Chanhassen, Minnesota. Replacement cost includes labor, materials, and the contractor’s overhead and profit. Replacement costs do not include architectural fees, legal fees or other “soft” costs not directly related to construction activities. Replacement cost for each building that was inspected is tabulated in Appendix A. 3. CODE DEFICIENCIES The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2023; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were than able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies exceed the required 15 percent threshold. FINDING: One (1) out of Two (2) buildings (50 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Complete Building Code and Condition Deficiency Reports for the building that was inspected in the proposed TIF District can be found in Appendix B of this report. 733 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 9 of 12 Final Report 4. SYSTEM CONDITION DEFICIENCIES If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then for such building to be “structurally substandard” under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building’s defects, or deficiencies should be of sufficient total significance to justify “substantial renovation or clearance.” Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted “substantial renovation or clearance” based on the criteria we outlined above. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors, and doors. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of “service life” used up for a particular component unless it was an obvious part of that component’s deficiencies. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies are of sufficient total significance to justify “substantial renovation or clearance.” FINDING: In our professional opinion, one (1) of the two (2) buildings (50 percent) in the proposed TIF District is structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 20 percent requirement of Subdivision 10a. (a) (1) (ii). SUBDIVISION 10a. (a) (1) (iii) Subdivision 10a. (a) (1) (iii) requires that at least 30 percent of the other buildings (i.e., all buildings excluding the 20 percent minimum standard) meet the Subdivision 10a (1), clause (iii) test in which the “other” buildings require substantial renovation or clearance to remove existing conditions such as: inadequate street layout, incompatible uses or land use relationships, overcrowding of buildings on the land, excessive dwelling unit density, obsolete buildings not suitable for improvement or conversion, or other identified hazards to the health, safety, and general well-being of the community. FINDING: One (1) out of the one (1) remaining buildings (100 percent) in the proposed Renewal and Renovation District exhibits existing conditions warranting renovation or clearance as defined by Minnesota Statutes Subd. 10a. (1) (iii), described as follows: 734 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 10 of 12 Final Report PARCEL B, C, and E: In 2023 the City of Chanhassen began a visioning process for the future of Downtown Chanhassen, which is typically referred to as the areas surrounding West 78th Street between Powers Boulevard and Great Plains Boulevard. The downtown plan, generated from the visioning process, showed a desire for a more walkable, pedestrian-scale downtown with buildings near the streets and parking tucked to the rear, side, or underground. The continued addition of housing opportunities within the downtown is also seen as a priority to increase the number of people within the downtown area at all times of the day to promote a healthy business climate. Over time, West 78th Street will be transformed into more of a traditional 'main street' with on-street parking opportunities, contiguous sidewalks, and opportunities to eat, shop, and recreate. The new civic campus currently being planned by the city will consist of a new city hall, senior city, and city park. The city park will include a splash pad, and an outdoor performance center and winter ice skating to serve as a draw attracting the public to downtown Chanhassen year-round. The new city hall will be located at the intersection of Market Boulevard and West 78th Street and will set the tone for building placement for future downtown developments and redevelopment projects. The City has a vision for this area that is a departure from the suburban Hotel model. Concurrent with the City plans changing for this area, the Hotel ownership group is faced with water penetration issues on the exterior skin of the hotel that if not addressed, will lead to serious consequences. The building has been well-maintained to this point, but will become more difficult to maintain and costly to fix. LHB inspectors found code deficiencies totaling 14.4% of the replacement value of the building. While this is slightly short of what is required to be labeled a “substandard” building by MN TIF Statutes, it is a significant issue for the owners and will impact the viability of this building into the future. The Hotel building as configured is obsolete in terms of current urban standards, and is situated in a large surface parking lot, contrary to the planning vision for this area. While this parcel would naturally be grandfathered into the new land use/zoning, major additions, or improvements to the structure incompatible with the new planning goals would not likely be approved, leading to a disincentive for reinvestment and ultimately blight conditions. C. Distribution Of Substandard Structures Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10 and 10a. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District. FINDING: Buildings meeting the requirements of Minnesota Statutes, Section 469.174, Subdivision 10 and 10a are reasonably distributed compared to all parcels that contain buildings. 735 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 11 of 12 Final Report Diagram 3: Distribution of Substandard Structures Yellow: parcels with buildings. Orange: Structurally Substandard Building Blue: Other Conditions warranting renovation or clearance (Subd. 10a. (1) (iii) 736 West 78th Street Renewal and Renovation TIF LHB Project No. 230558.00 Page 12 of 12 Final Report Part 5: Team Credentials Michael A. Fischer, AIA, LEED AP - Project Principal/TIF Analyst Michael has 34 years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial, and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning master’s degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards, and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning Organization, and Chair of the Edina Planning Commission. Most recently, he served as a member of the Edina city council and Secretary of the Edina HRA. Michael has also managed and designed several award-winning architectural projects and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Phil Fisher – Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota, he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. Appendices APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code and Condition Deficiencies Reports APPENDIX C Property Condition Assessment Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 737 APPENDIX A Property Condition Assessment Summary Sheet 738 West 78th Street Renewal and Renovation TIF District Property Condition Assessment Summary SheetTIF Map No.PID # Property AddressImproved or VacantSurvey Method UsedSite Area(S.F.)Coverage Area of Improvements(S.F.)Coverage Percent of ImprovementsCoverageQuantity(S.F.)No. of BuildingsBuildingReplacementCost15% of Replacement CostBuilding Code DeficienciesNo. of Buildings Exceeding 15% CriteriaNo. of buildings determined substandardMeets Subd. 10a. (1) (iii) RequirementsA252830010 570 Market Street Improved Interior/Exterior 39,640 37,658 95.0% 39,640 1 $3,792,114 $568,817 $964,004 1 1 1B251180010 575 West 78th Street Improved Interior/Exterior 23,958 22,520 94.0% 23,958 See Parcel E Note 1C251180020 575 West 78th Street Improved Interior/Exterior 23,086 23,086 100.0% 23,086 See Parcel E Note 1D251190040 N/A Vacant Exterior 1,307 1,307 100.0% 1,307E251190010 591 West 78th Street Improved Interior/Exterior 50,094 47,088 94.0% 50,094 1 $16,449,055 $2,467,358 $2,370,924 0 0 1F251190030 N/A Vacant Exterior 38,332 34,499 90.0% 38,332TOTALS 176,417 176,417 2 1 1 2100.0%Note 1: One continuous building covers Parcels B, C, and EThe Parcel E line contains the full building information 50.0%50.0%M:\23Proj\230558\300 Design\Reports\Final Report\[230558 West 78th Street TIF Summary Sheet.xlsx]Property InfoPercent of other buildings meeting Subd. 10a. (1) (iii) Requirements 100.0%Total Coverage Percent:Percent of buildings exceeding 15 percent code deficiency threshold: Percent of buildings determined substandard: Chanhassen, MinnesotaWest 78th Street Renewal and Renovation TIF DistrictLHB Project Number 230558.00Page 1 of 1Property Condition Assessment Summary Sheet739 APPENDIX B Building Code and Condition Deficiencies Reports 740 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel A Chanhassen Cinema Address: 570 Market Street, Chanhassen, Minnesota 55317 Parcel ID: 252830010 Inspection Date(s) & Time(s): July 27, 2023 10am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $3,792,114 Estimated Cost to Correct Building Code Deficiencies: $964,004 Percentage of Replacement Cost for Building Code Deficiencies: 25.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Exterior masonry walls are failing, allowing for water intrusion which is contrary to code. 2. Steel lintels should be protected from rusting per code. 3. Masonry foundation walls are failing allowing for water intrusion which is contrary to code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code compliant accessible route into the building. c. There is no code required accessible route to all levels of the building. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Natural gas meter should be protected per code. b. Interior stairs do not comply with code. c. Damaged flooring material is creating an impediment to emergency egress which is contrary to code. d. The emergency notification system does not comply with code. e. Flammable material is improperly stored which is contrary to code. f. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. 741 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Mold is present though out the building. c. Interior walls should be repaired and repainted. 5. Exterior Construction a. Exterior walls should be repainted. b. Hollow metal doors are failing and should be replaced. c. Steel railings are rusting and should be repaired or replaced. d. The roofing material has failed, allowing for water intrusion which is contrary to code. e. Exterior caulking has failed, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Exterior masonry wall should be repaired or replaced to prevent water intrusion per code. 2. Steel lintels should be protected from rusting per code. 3. Failing masonry foundation walls should be repaired and or replaced to comply with structural integrity per code. 4. Code required accessible parking should be created. 5. A code required accessible route into the building should be created. 6. A code required accessible route to all levels of the building should be created. 7. A code-compliant lighting system should be installed. 8. A code-compliant HVAC system should be installed. 9. The natural gas meter should be protected, per code. 10. Interior stairs should be modified to comply with code. 11. Damaged flooring material should be replaced to create a code required unimpeded means for emergency egress. 12. The emergency notification system should be replaced to comply with code. 13. Flammable material should be stored in a code approved container. 14. Damaged exterior stairs should be repaired to create a code required unimpeded means for emergency egress. 15. Failed roofing material should be replaced to prevent water intrusion per code. 16. Failed exterior joint caulking should be removed and replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This building has been vacant for several years and is showing severe signs of exterior structural system failure. The exterior concrete masonry units are failing, allowing for water intrusion which is contrary to code. There is no code required accessible parking. The existing accessible ramp does not meet current code. Steel lintels should be protected from rusting to comply with code. A code required accessible route to all levels of the building should be created. The interior stairs do not comply with code. Interior walls should be repaired and repainted. Damaged or missing ceiling tile should be replaced. There is mold throughout the building. The interior flooring is damaged creating an impediment to emergency egress which is contrary to code. The lighting system does not comply with code. The HVAC system does not comply with code. The natural gas meter should be protected per code. The emergency notification system does not comply with code. The exterior concrete stairs are damaged creating an impediment to emergency egress which is contrary to code. Failed roofing material should be replaced to prevent water intrusion per code. Failed exterior joint caulking should be replaced to prevent water intrusion per code. 742 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel A – 570 Market St, Chanhassen, MN 55317 ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether or not the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\A - 570 Market St Building Report Redevelopment District.docx 743 West 78th Street TIF District Page 1 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 West 78th Street Renewal and Renovation TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel E Country Inn and Suites Address: 591 West 78th Street, Chanhassen, Minnesota 55317 Parcel ID: 251190010 Inspection Date(s) & Time(s): July 27, 2023 9am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building IS NOT Substandard because: - Substantial renovation IS NOT required to correct Conditions found. - Building Code deficiencies DO NOT total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: $16,449,055 Estimated Cost to Correct Building Code Deficiencies: $2,370,924 Percentage of Replacement Cost for Building Code Deficiencies: 14.4% DEFECTS IN STRUCTURAL ELEMENTS 1. Steel lintels should be protected from rusting per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. No deficiencies observed. 2. Light and Ventilation a. The lighting system does not comply with code. b. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Floor tile is damaged creating an impediment to emergency egress which is contrary to code. b. Thresholds do not comply with code for maximum height. c. Smoke gaskets on fire rated doors are damaged and will not comply with code. d. Personal hand railings on the exterior are not properly secured and should be repaired. e. Stairs do not comply with code. f. Electrical panels do not have the code required 36-inch clear space. g. The entrance canopy does not have a code required sprinkler system. h. Exterior sidewalks are damaged creating an impediment to emergency egress which is contrary to code. 744 West 78th Street TIF District Page 2 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 i. Exterior stairs are damaged creating an impediment to emergency egress which is contrary to code. j. Staff reports that the building sprinkler system is failing, allowing for water intrusion which is contrary to code. k. Staff reports that the building emergency notification system is failing, which requires replacement per code. l. Staff reports that the smoke detectors are failing and should be replaced per code. 4. Layout and Condition of Interior Partitions/Materials a. The ceiling tile is damaged or missing and should be replaced. b. Interior walls should be repaired and repainted. c. The carpet is stained and should be cleaned and or replaced. d. Mold is present within the building. e. Ceramic wall tiles are damaged and should be replaced. f. Ceilings are stained from water damage and should be repaired and repainted. 5. Exterior Construction a. Areas of the exterior walls are compromised, allowing for water intrusion which is contrary to code. b. Exterior control joint caulking is failing, allowing for water intrusion which is contrary to code. c. Exterior wood surfaces should be repainted. d. Staff reports that windows are failing, allowing for water intrusion which is contrary to code. e. Staff reports that the roofing material is failing, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Steel lintels should be protected from rusting per code. 2. The lighting system does not comply with code. 3. The HVAC system does not comply with code. 4. Damaged floor tile should be repaired/replaced to create an unimpeded means for emergency egress per code. 5. Thresholds should be modified to comply with code. 6. Smoke gaskets on fire rated doors do not comply with code. 7. Loose hand railings should be properly secured per code. 8. The stairs should be modified to comply with code. 9. A code required 36-inch clear space in front of all electrical panels should be maintained. 10. The entrance canopy does not have a code required sprinkler system. 11. Exterior sidewalks should be repaired to create a code required unimpeded means for emergency egress. 12. Repair existing sprinkler system to comply with code. 13. Install a code compliant emergency notification system. 14. Install code compliant smoke detectors. 15. Repair exterior walls to prevent water intrusion per code. 16. Remove and replace failed exterior caulking to prevent water intrusion per code. 17. Replace existing windows that are failing to prevent water intrusion per code. 18. Replace failing roofing system to prevent water intrusion per code. 745 West 78th Street TIF District Page 3 of 3 Building Report LHB Project No. 230558.00 Parcel E – 591 W 78th St, Chanhassen, MN 55317 OVERVIEW OF DEFICIENCIES This building is currently being operated as a hotel. Steel lintels should be protected from rusting per code. The lighting and HVAC systems do not comply with code. Sidewalks, exterior stairs, and interior floor tile are damaged creating an impediment to emergency egress which is contrary to code. Thresholds should be modified to comply with code. Damaged smoke gaskets on fire rated doors should be repaired to comply with code. Loose hand railing should be properly secured per code. Items in corridors that are obstructing emergency egress should be removed per code. Interior stairs should be modified to comply with code. The entrance canopy should have a code required sprinkler system installed. The building sprinkler system should be repaired to comply with code. A code compliant emergency notification system and smoke detectors should be installed. Repair exterior walls to prevent water intrusion per code. Replace failing window system to prevent water intrusion per code. The failing roofing system should be replaced to prevent water intrusion per code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard. M:\23Proj\230558\300 Design\Reports\Building Reports\E - 591 W 78th St Building Report Redevelopment District.docx 746 APPENDIX C Property Condition Assessments Building Replacement Cost Reports Code Deficiency Cost Reports Photographs 747 Replacement Cost Report Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:570 Market Street Building Type:Movie Theater with Concrete Block / Steel Joists Location:CHANHASSEN, MN Story Count:1 Story Height (L.F.):20.00 Floor Area (S.F.):22400 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$169.29 Building Cost:$3,792,114.90 Quantity % of Total Cost Per S.F. Cost A Substructure 8.26% $12.15 $272,208.46 A1010 Standard Foundations $4.63 $103,717.00 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick 650 $2.93 $65,615.23 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6 KSF, 12" deep x 24" wide 650 $1.62 $36,269.68 A10102107200 Spread footings, 3000 PSI concrete, load 50K, soil bearing capacity 6 KSF, 3' ‐ 0" square x 12" deep 7.47 $0.08 $1,832.09 A1030 Slab on Grade $7.13 $159,768.90 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 22400 $7.13 $159,768.90 A2010 Basement Excavation $0.39 $8,722.56 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, on site storage 22400 $0.39 $8,722.56 B Shell 27.42% $40.37 $904,200.80 B1010 Floor Construction $1.41 $31,600.53 B10102461250 Floor, concrete, slab form, open web bar joist @ 2' OC, on bearing wall, 25' span, 22.5" deep, 100 PSF superimposed load, 145 PSF total load 2250 $1.41 $31,600.53 B1020 Roof Construction $13.06 $292,524.29 B10201206500 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71" deep, 65 PSF total load 22400 $12.36 $276,950.02 B10201206550 Roof, steel joists, joist girder, 1.5" 22 ga metal deck, on columns/bearing wall, 60'x50' bay, 40 PSF superimposed load, 71" deep, 65 PSF total load, add for column 22400 $0.70 $15,574.27 B2010 Exterior Walls $7.13 $159,736.20 B20101116280 Concrete block (CMU) wall, regular weight, 75% solid, 8 x 8 x 16, 4500 PSI, reinforced, vertical #5@32", grouted 10400 $7.13 $159,736.20 B2020 Exterior Windows $8.31 $186,139.98 B20202101250 Aluminum flush tube frame, for 1/4"glass, 1‐3/4"x4", 5'x20' opening, three intermediate horizontals 2600 $3.31 $74,149.92 B20202201400 Glazing panel, insulating, 1" thick units, 2 lites, 1/4" float glass, clear 2600 $5.00 $111,990.06 B2030 Exterior Doors $2.20 $49,237.16 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, hardware, 6'‐0" x 10'‐0" opening 1.87 $0.75 $16,703.82 B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0" x 7'‐0" opening 9.33 $1.45 $32,533.34 B3010 Roof Coverings $8.26 $184,962.64 B30101051400 Roofing, asphalt flood coat, gravel, base sheet, 3 plies 15# asphalt felt, mopped 22400 $4.04 $90,497.34 B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 22400 $2.72 $60,943.90 B30104201400 Roof edges, aluminum, duranodic, .050" thick, 6" face 650 $1.16 $25,976.18 B30106305100 Gravel stop, aluminum, extruded, 4", mill finish, .050" thick 650 $0.34 $7,545.22 West 78th Street Renewal and Renovation TIF District Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 748 C Interiors 19.33% $28.45 $637,264.72 C1010 Partitions $4.23 $94,785.78 C10101045500 Concrete block (CMU) partition, light weight, hollow, 6" thick, no finish 8960 $4.23 $94,785.78 C1020 Interior Doors $1.57 $35,214.61 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, flush, 3'‐0" x 7'‐0" x 1‐3/8" 31.77 $1.57 $35,214.61 C1030 Fittings $0.52 $11,586.22 C10301100460 Toilet partitions, cubicles, ceiling hung, stainless steel 4 $0.45 $10,041.60 C10305100130 Directory boards, outdoor, 36" x 36" 1 $0.07 $1,544.62 C2010 Stair Construction $3.04 $67,992.96 C20101100760 Stairs, steel, pan tread for conc in‐fill, picket rail,20 risers w/ landing 3.73 $3.04 $67,992.96 C3010 Wall Finishes $3.47 $77,820.26 C30102202000 2 coats paint on masonry with block filler 10400 $1.78 $39,929.14 C30102300320 Painting, masonry or concrete, latex, brushwork, primer & 2 coats 17920 $1.69 $37,891.12 C3020 Floor Finishes $6.76 $151,341.98 C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz 21280 $5.17 $115,731.07 C30204100220 Carpet, padding, add to above, 2.7 density 21280 $1.12 $25,003.36 C30204101720 Tile, ceramic natural clay 1120 $0.47 $10,607.55 C3030 Ceiling Finishes $8.86 $198,522.91 C30302107400 Acoustic ceilings, 3/4"mineral fiber, 12" x 12" tile, concealed 2" bar & channel grid, suspended support 22400 $8.86 $198,522.91 D Services 34.67% $51.03 $1,143,116.52 D1010 Elevators and Lifts $3.80 $85,088.40 D10101102200 Hydraulic, passenger elevator, 3000 lb, 2 floors, 100 FPM 1 $3.80 $85,088.40 D2010 Plumbing Fixtures $14.23 $318,717.14 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 50.77 $9.21 $206,203.20 D20102102000 Urinal, vitreous china, wall hung 9.52 $0.73 $16,358.64 D20103101600 Lavatory w/trim, vanity top, PE on CI, 19" x 16" oval 19.04 $1.50 $33,523.54 D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18" 3.17 $0.93 $20,940.59 D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH 9.52 $1.86 $41,691.17 D2020 Domestic Water Distribution $0.39 $8,705.74 D20202202260 Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH 1.7 $0.39 $8,705.74 D2040 Rain Water Drainage $0.86 $19,213.44 D20402102120 Roof drain, DWV PVC, 5" diam, 10' high 3.4 $0.48 $10,797.89 D20402102160 Roof drain, DWV PVC, 5" diam, for each additional foot add 128 $0.38 $8,415.55 D3050 Terminal & Package Units $12.35 $276,713.92 D30501504440 Rooftop, single zone, air conditioner, schools and colleges, 10,000 SF, 38.33 ton 22400 $12.35 $276,713.92 D4010 Sprinklers $5.78 $129,527.46 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 22400 $4.76 $106,541.79 D40104100700 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 2000 SF 4480 $1.03 $22,985.67 D4020 Standpipes $1.47 $32,951.80 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor 1.87 $1.19 $26,671.40 D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, additional floors 1.87 $0.28 $6,280.40 D5010 Electrical Service/Distribution $1.16 $25,993.87 D50101200320 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 400 A 1 $0.33 $7,303.53 D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400 A 100 $0.56 $12,525.40 D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker, 120/208 V, 3 phase, 400 A 0.5 $0.28 $6,164.94 D5020 Lighting and Branch Wiring $8.70 $194,855.37 D50201100200 Receptacles incl plate, box, conduit, wire, 2.5 per 1000 SF, .3 watts per SF 22400 $2.29 $51,381.12 D50201350200 Miscellaneous power, to .5 watts 22400 $0.18 $4,110.40 D50201400240 Central air conditioning power, 3 watts 22400 $0.78 $17,412.42 D50202100500 Fluorescent fixtures recess mounted in ceiling, 0.8 watt per SF, 20 FC, 5 fixtures @32 watt per 1000 SF 22400 $3.87 $86,720.26 D50202901000 Daylight dimming control system, 10 fixtures per 1000 SF 11200 $1.57 $35,231.17 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 749 D5030 Communications and Security $2.12 $47,558.54 D50309100220 Communication and alarm systems, includes outlets, boxes, conduit and wire, sound systems, 12 outlets 0.28 $0.33 $7,299.94 D50309100452 Communication and alarm systems, fire detection, addressable, 25 detectors, includes outlets, boxes, conduit and wire 1.12 $1.19 $26,752.10 D50309100462 Fire alarm command center, addressable with voice, excl. wire & conduit 1 $0.60 $13,506.50 D5090 Other Electrical Systems $0.17 $3,790.84 D50902100200 Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW 2.63 $0.17 $3,790.84 E Equipment & Furnishings 10.33% $15.21 $340,700.72 E1020 Institutional Equipment $4.26 $95,405.60 E10203100210 Architectural equipment, movie equipment film transport, including platters & autownd, econ 1 $0.34 $7,512.00 E10203100220 Architectural equipment, movie equipment lamphouses, including rectifiers, xenon, 1000W 1 $0.46 $10,386.56 E10203100240 Architectural equipment, movie equipment, projector mechanisms, 35 mm, economy 1 $0.66 $14,880.00 E10203200090 Architectural equipment, movie equipment projection screens, rigid in wall, acrylic, 1/4" thick 1600 $2.80 $62,627.04 E1090 Other Equipment $0.00 $0.00 E2010 Fixed Furnishings $10.95 $245,295.12 E20105100110 Architectural equipment, movie equipment seating, painted steel, upholstered, economy 560 $10.95 $245,295.12 F Special Construction 0.00% $0.00 $0.00 G Building Sitework 0.00% $0.00 $0.00 100% $147.21 $3,297,491.22 15.0% $22.08 $494,623.68 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $169.29 $3,792,114.90 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 750 Code Deficiency Cost Report Parcel A - 570 Market Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 252830010 Chanhassen Cinema Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items Parking Create code required accessible parking 500.00$ Lump 1 500.00$ Accessible Route Install a code approved accessible route into the building 1.00$ Lump 50,000 50,000.00$ Install a code approved accessible route to all levels of the building 3.80$ SF 22,400 85,120.00$ Structural Elements Exterior Masonry Walls Repair failing masonry walls to prevent water intrusion per code 5.00$ SF 22,400 112,000.00$ Steel Lintels Protect steel lintels from rusting per code 500.00$ Lump 1 500.00$ Masonry Foundation Repair failing masonry foundation to prevent water intrusion per code 1.62$ SF 22,400 36,288.00$ Exiting Stairs Modify interior stairs to comply with code 2.00$ SF 22,400 44,800.00$ Repair damaged exterior stairs to create a code compliant means for emergency egress 2,500.00$ Lump 1 2,500.00$ Flooring Material Repair/replace damaged flooring material to create a code required unimpeded means for emergency egress 6.29$ SF 10,000 62,900.00$ Emergency Notification System Install a code compliant emergency notification system 0.60$ SF 22,400 13,440.00$ Fire Protection Natural Gas Meter Protect natural gas meter per code 1,500.00$ Lump 1 1,500.00$ Flammable Material Store flammable material per code 500.00$ Lump 1 500.00$ Exterior Construction Caulking Remove and replace failed caulking to prevent water intrusion per code 0.25$ SF 22,400 5,600.00$ Roof Construction West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 751 Code Related Cost Items Unit Cost Units Unit Quantity Total Roofing Material Replace failed roofing material to prevent water intrusion per code 8.26$ SF 22,400 185,024.00$ Mechanical - Electrical Mechancial Install a code compliant HVAC system 12.35$ SF 22,400 276,640.00$ Electrical Install a code compliant lighting system 3.87$ SF 22,400 86,688.00$ Total Code Improvements 964,000$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel A - 570 Market St, Chanhassen, MN 55317 752 IMG_9404.JPG IMG_9407.JPG IMG_9410.JPG IMG_9405.JPG IMG_9408.JPG IMG_9411.JPG IMG_9406.JPG IMG_9409.JPG IMG_9412.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 753 IMG_9413.JPG IMG_9416.JPG IMG_9419.JPG IMG_9414.JPG IMG_9417.JPG IMG_9420.JPG IMG_9415.JPG IMG_9418.JPG IMG_9421.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 754 IMG_9422.JPG IMG_9425.JPG IMG_9428.JPG IMG_9423.JPG IMG_9426.JPG IMG_9429.JPG IMG_9424.JPG IMG_9427.JPG IMG_9430.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 755 IMG_9431.JPG IMG_9434.JPG IMG_9437.JPG IMG_9432.JPG IMG_9435.JPG IMG_9438.JPG IMG_9433.JPG IMG_9436.JPG IMG_9439.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 756 IMG_9440.JPG IMG_9443.JPG IMG_9446.JPG IMG_9441.JPG IMG_9444.JPG IMG_9447.JPG IMG_9442.JPG IMG_9445.JPG IMG_9448.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 757 IMG_9449.JPG IMG_9452.JPG IMG_9455.JPG IMG_9450.JPG IMG_9453.JPG IMG_9456.JPG IMG_9451.JPG IMG_9454.JPG IMG_9457.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 758 IMG_9458.JPG IMG_9461.JPG IMG_9464.JPG IMG_9459.JPG IMG_9462.JPG IMG_9465.JPG IMG_9460.JPG IMG_9463.JPG IMG_9466.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 759 IMG_9467.JPG IMG_9470.JPG IMG_9473.JPG IMG_9468.JPG IMG_9471.JPG IMG_9474.JPG IMG_9469.JPG IMG_9472.JPG IMG_9475.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 760 IMG_9476.JPG IMG_9547.JPG IMG_9550.JPG IMG_9477.JPG IMG_9548.JPG IMG_9551.JPG IMG_9478.JPG IMG_9549.JPG IMG_9552.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 761 IMG_9553.JPG IMG_9556.JPG IMG_9559.JPG IMG_9554.JPG IMG_9557.JPG IMG_9560.JPG IMG_9555.JPG IMG_9558.JPG IMG_9561.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 762 IMG_9562.JPG IMG_9565.JPG IMG_9568.JPG IMG_9563.JPG IMG_9566.JPG IMG_9569.JPG IMG_9564.JPG IMG_9567.JPG IMG_9570.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 763 IMG_9571.JPG IMG_9574.JPG IMG_9577.JPG IMG_9572.JPG IMG_9575.JPG IMG_9573.JPG IMG_9576.JPG West 78th Street Renewal and Renovation TIF District | Parcel A 764 Square Foot Cost Estimate Report Date:8/24/2023 Estimate Name:591 West 78th Street Building Type:Motel, 2‐3 Story with Brick Veneer / Wood Frame Location:CHANHASSEN, MN Story Count:3 Story Height (L.F.):9.00 Floor Area (S.F.):84267 Labor Type:OPN Basement Included:No Data Release:Year 2023 Quarter 3 Cost Per Square Foot:$195.20 Building Cost:$16,449,055.28 Quantity % of Total Cost Per S.F. Cost A Substructure 3.15% $5.34 $450,258.01 A1010 Standard Foundations $2.84 $238,974.23 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 12" thick 1400 $1.68 $141,325.10 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 6 KSF, 12" deep x 24" wide 1750 $1.16 $97,649.13 A1030 Slab on Grade $2.38 $200,345.92 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 28089 $2.38 $200,345.92 A2010 Basement Excavation $0.13 $10,937.86 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, on site storage 28089 $0.13 $10,937.86 B Shell 25.06% $42.54 $3,584,918.37 B1010 Floor Construction $4.78 $402,614.24 B10102613750 Floor, wood joist, 2 x 12 @16" O.C., 1/2" CDX subfloor 56178 $4.78 $402,614.24 B1020 Roof Construction $3.87 $325,863.86 B10201027200 Wood roof, truss, 4/12 slope, 24" O.C., 44' to 60' span 28089 $3.87 $325,863.86 B2010 Exterior Walls $12.43 $1,047,147.22 B20101291400 Brick veneer wall, standard face, 2x6 studs @ 16" back‐up, running bond 32130 $12.43 $1,047,147.22 B2020 Exterior Windows $7.36 $620,218.62 B20201066850 Windows, aluminum, sliding, insulated glass, 5' x 3'378 $7.36 $620,218.62 B2030 Exterior Doors $11.92 $1,004,408.35 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, hardware, 6'‐0" x 10'‐0" opening 3.44 $0.37 $30,778.01 B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'‐0" x 10'‐0" opening 13.76 $0.74 $62,465.58 B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'‐0" x 7'‐0" opening 261.4 $10.81 $911,164.76 B3010 Roof Coverings $2.19 $184,666.08 B30101401100 Asphalt roofing, strip shingles, inorganic, Class A, 4" slope, 210‐235 lbs/SQ 29493.45 $0.91 $77,026.57 B30103203090 Insulation, rigid, roof deck, composite with 2" EPS, 1" perlite 29493.45 $0.95 $80,243.12 B30104300040 Flashing, aluminum, no backing sides, .019" 1400 $0.20 $17,252.37 B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 700 $0.09 $7,262.56 B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, .020" thick 464.33 $0.03 $2,881.46 C Interiors 31.86% $54.09 $4,557,592.81 C1010 Partitions $22.41 $1,888,513.85 C10101045020 Concrete block (CMU) partition, light weight, hollow, 4" thick, gyp plaster, 2 sides 96305.14 $20.11 $1,694,682.56 C10107101001 1/2" fire rated gypsum board, taped & finished, painted on metal furring 32130 $2.30 $193,831.29 C1020 Interior Doors $11.33 $954,984.67 C10201022510 Door, single leaf, wood frame, 3'‐0" x 7'‐0" x 1‐3/8", birch, hollow core 1203.81 $11.33 $954,984.67 West 78th Street Renewal and Renovation TIF District Replacement Cost Report Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 3 Replacement Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 765 C2010 Stair Construction $3.73 $314,304.90 C20101100740 Stairs, steel, pan tread for conc in‐fill, picket rail,16 risers w/ landing 20.64 $3.73 $314,304.90 C3010 Wall Finishes $4.00 $337,482.89 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, primer & 2 coats 173349.26 $1.99 $167,481.39 C30102301940 Ceramic tile, thin set, 4‐1/4" x 4‐1/4" 19261.03 $2.02 $170,001.50 C3020 Floor Finishes $7.04 $593,416.26 C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz 71626.95 $4.62 $389,542.45 C30204100220 Carpet, padding, add to above, 2.7 density 71626.95 $1.00 $84,159.52 C30204101720 Tile, ceramic natural clay 12640.05 $1.42 $119,714.29 C3030 Ceiling Finishes $5.56 $468,890.24 C30301104800 Gypsum board ceilings, 1/2" fire rated gypsum board, painted and textured finish,1" x 3" wood, 16" OC furring, wood support 84267 $5.56 $468,890.24 D Services 38.68% $65.65 $5,531,937.93 D1010 Elevators and Lifts $5.17 $435,816.54 D10101109150 Hydraulic passenger elevator, 4000 lb., 3 floor, 9' story height, 125 FPM 3.44 $5.17 $435,816.54 D2010 Plumbing Fixtures $33.11 $2,790,382.20 D20101101880 Water closet, vitreous china, tank type, wall hung, close coupled 2 piece 298.03 $11.05 $931,395.98 D20102102000 Urinal, vitreous china, wall hung 3.13 $0.06 $5,378.28 D20103101560 Lavatory w/trim, vanity top, PE on CI, 20" x 18" 298.03 $7.22 $608,771.03 D20104101800 Kitchen sink w/trim, countertop, PE on CI, 32" x 21" double bowl 6.24 $0.16 $13,470.83 D20104404300 Service sink w/trim, PE on CI,wall hung w/rim guard, 22" x 18" 8.51 $0.67 $56,174.58 D20105102080 Bathtub, recessed, PE on CI, mat bottom, 5' long 295.11 $13.70 $1,154,604.08 D20107101840 Shower, stall, fiberglass 1 piece, three walls, 36" square 3.13 $0.08 $6,880.50 D20108201880 Water cooler, electric, wall hung, dual height, 14.3 GPH 3.13 $0.16 $13,706.92 D2020 Domestic Water Distribution $0.71 $59,849.08 D20202502140 Gas fired water heater, commercial, 100< F rise, 300 MBH input, 278 GPH 3.63 $0.71 $59,849.08 D3050 Terminal & Package Units $8.84 $745,171.58 D30502700220 3/4 ton, thru wall, heating. & cooling units 180.57 $8.84 $745,171.58 D4010 Sprinklers $4.09 $344,737.73 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 28650.78 $1.62 $136,272.56 D40104100740 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 10,000 SF 55616.22 $2.47 $208,465.17 D4020 Standpipes $0.42 $34,986.89 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor 1.72 $0.29 $24,572.00 D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, additional floors 3.1 $0.12 $10,414.89 D5010 Electrical Service/Distribution $1.26 $106,297.94 D50101200400 Overhead service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 800 A 1.25 $0.29 $24,291.38 D50102300400 Feeder installation 600 V, including RGS conduit and XHHW wire, 800 A 200 $0.71 $59,604.60 D50102400280 Switchgear installation, incl switchboard, panels & circuit breaker, 120/208 V, 3 phase, 800 A 1.2 $0.27 $22,401.96 D5020 Lighting and Branch Wiring $9.78 $823,984.42 D50201100560 Receptacles incl plate, box, conduit, wire, 10 per 1000 SF, 1.2 W per SF, with transformer 84267 $4.60 $387,550.67 D50201300360 Wall switches, 5.0 per 1000 SF 84267 $1.51 $127,576.03 D50201350200 Miscellaneous power, to .5 watts 84267 $0.18 $15,463.00 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $0.07 $5,796.50 D50202100200 Fluorescent fixtures recess mounted in ceiling, 1 watt per SF, 20 FC, 5 fixtures @40 watts per 1000 SF 84267 $3.41 $287,598.22 D5030 Communications and Security $2.14 $180,209.44 D50309100456 Communication and alarm systems, fire detection, addressable, 100 detectors, includes outlets, boxes, conduit and wire 1.81 $1.86 $156,981.84 D50309100462 Fire alarm command center, addressable with voice, excl. wire & conduit 1.72 $0.28 $23,227.60 D5090 Other Electrical Systems $0.12 $10,502.11 D50902100200 Generator sets, w/battery, charger, muffler and transfer switch, gas/gasoline operated, 3 phase, 4 wire, 277/480 V, 7.5 kW 7.29 $0.12 $10,502.11 West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 766 E Equipment & Furnishings 0.16% $0.28 $23,527.21 E1010 Commercial Equipment $0.28 $23,527.21 E10106100110 Architectural equipment, laundry equipment dryers, gas fired, com, 30 lb capacity, single 3.44 $0.09 $7,264.78 E10106100170 Architectural equipment, laundry equipment, washers, commercial, coin operated, deluxe 3.44 $0.19 $16,262.43 E1090 Other Equipment $0.00 $0.00 F Special Construction 0.00% $0.00 $0.00 G Building Sitework 1.09% $1.84 $155,292.00 G2040 Site Development $1.84 $155,292.00 G20409204600 Swimming pool, motel class, concrete sides, tile finish, 28' x 60' 1 $1.84 $155,292.00 100% $169.74 $14,303,526.33 15.0% $25.46 $2,145,528.95 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Total Building Cost $195.20 $16,449,055.28 Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees SubTotal User Fees West 78th Street TIF District LHB Project No. 230558.00 Page 3 of 3 Replacement Cost Report Parcel E - 591 W 78 th St, Chanhassen, MN 55317 767 Code Deficiency Cost Report Parcel E - 591 West 78th Street, Chanhassen, Minnesota 55317 Building Name or Type Parcel ID 251190010 Country Inn and Suites Code Related Cost Items Unit Cost Units Unit Quantity Total Accessibility Items *No Deficiencies Observed*-$ Structural Elements Steel Lintels Protect steel lintels from rusting per code 1,000.00$ Lump 1 1,000.00$ Exiting Concrete Sidewalks Repair damaged concrete sidewalks to create an unimpeded means for emergency egress per code 3,500.00$ Lump 1 3,500.00$ Concrete Stairs Repair damaged concrete stairs to create an unimpeded means for emergency egress per code 1,500.00$ Lump 1 1,500.00$ Floor Tile Repair damaged floor tile to create an unimpeded means for emergency egress 1,000.00$ Lump 1 1,000.00$ Handrails Repair loose handrails to create an unimpeded means for emergency egress 500.00$ Lump 1 500.00$ Interior Stairs Modify stairs to comply with code 0.73$ SF 84,267 61,514.91$ Emergency Notification System Install a code compliant emergency notification system 0.28$ SF 84,267 23,594.76$ Fire Protection Circuit Breaker Boxes Maintain a code required 36-inch clear space in front of electrical circuit boxes 250.00$ Lump 1 250.00$ Entrance Canopy Install a code required sprinkler in entrance canopy 4.09$ SF 1,400 5,726.00$ Building Sprinkler System Repair existing sprinkler system to comply with code 2.25$ SF 84,267 189,600.75$ Smoke Detectors Install code compliant smoke detectors 1.86$ SF 84,267 156,736.62$ Fire Doors Replace damaged smoke gaskets on fire rated doors 500.00$ Lump 1 500.00$ West 78th Street Renewal and Renovation TIF District West 78th Street TIF District LHB Project No. 230558.00 Page 1 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 768 Code Related Cost Items Unit Cost Units Unit Quantity Total Exterior Construction Exterior Walls Repair failing exterior walls to prevent water intrusion per code 1.00$ SF 84,267 84,267.00$ Exterior Caulking Replace failed caulking to prevent water intrusion per code 0.05$ SF 84,267 4,213.35$ Windows Replaced failed windows to prevent water intrusion per code 7.36$ SF 84,267 620,205.12$ Roof Construction Roofing Material Replace failed roofing material to prevent water intrusion per code 2.19$ SF 84,267 184,544.73$ Mechanical - Electrical Mechanical Install a code compliant HVAC system 8.84$ SF 84,267 744,920.28$ Electrical Install a code compliant lighting system 3.41$ SF 84,267 287,350.47$ Total Code Improvements 2,370,924$ West 78th Street TIF District LHB Project No. 230558.00 Page 2 of 2 Code Deficiency Cost Report Parcel E - 591 W 78th St, Chanhassen, MN 55317 769 IMG_9390.JPG IMG_9393.JPG IMG_9396.JPG IMG_9391.JPG IMG_9394.JPG IMG_9397.JPG IMG_9392.JPG IMG_9395.JPG IMG_9398.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 770 IMG_9399.JPG IMG_9402.JPG IMG_9480.JPG IMG_9400.JPG IMG_9403.JPG IMG_9481.JPG IMG_9401.JPG IMG_9479.JPG IMG_9482.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 771 IMG_9483.JPG IMG_9486.JPG IMG_9489.JPG IMG_9484.JPG IMG_9487.JPG IMG_9490.JPG IMG_9485.JPG IMG_9488.JPG IMG_9491.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 772 IMG_9492.JPG IMG_9495.JPG IMG_9498.JPG IMG_9493.JPG IMG_9496.JPG IMG_9499.JPG IMG_9494.JPG IMG_9497.JPG IMG_9500.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 773 IMG_9501.JPG IMG_9504.JPG IMG_9507.JPG IMG_9502.JPG IMG_9505.JPG IMG_9508.JPG IMG_9503.JPG IMG_9506.JPG IMG_9509.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 774 IMG_9510.JPG IMG_9513.JPG IMG_9516.JPG IMG_9511.JPG IMG_9514.JPG IMG_9517.JPG IMG_9512.JPG IMG_9515.JPG IMG_9518.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 775 IMG_9519.JPG IMG_9522.JPG IMG_9525.JPG IMG_9520.JPG IMG_9523.JPG IMG_9526.JPG IMG_9521.JPG IMG_9524.JPG IMG_9527.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 776 IMG_9528.JPG IMG_9531.JPG IMG_9534.JPG IMG_9529.JPG IMG_9532.JPG IMG_9535.JPG IMG_9530.JPG IMG_9533.JPG IMG_9536.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 777 IMG_9537.JPG IMG_9540.JPG IMG_9543.JPG IMG_9538.JPG IMG_9541.JPG IMG_9544.JPG IMG_9539.JPG IMG_9542.JPG IMG_9545.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 778 IMG_9546.JPG IMG_9580.JPG IMG_9583.JPG IMG_9578.JPG IMG_9581.JPG IMG_9584.JPG IMG_9579.JPG IMG_9582.JPG IMG_9585.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 779 IMG_9586.JPG IMG_9587.JPG IMG_9588.JPG West 78th Street Renewal and Renovation TIF District | Parcel E 780 Prepared by: 701 Washington Avenue North, Suite 200, Minneapolis, MN 55401 LHBcorp.com LHB Project No. 230558.00 781 City of Chanhassen Tax Increment Financing District No. 13 Appendix E: Permits Issued 782 783 CH135-65-937474.v1 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY DATE: RESOLUTION NO: MOTION BY: SECONDED BY: RESOLUTION ADOPTING A MODIFICATION TO THE REDEVELOPMENT PLAN FOR THE DOWNTOWN CHANHASSEN REDEVELOPMENT PROJECT AREA AND THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 13 BE IT RESOLVED by the Chanhassen Economic Development Authority as follows: Section 1. Recitals. 1.01.The Chanhassen Economic Development Authority (the “EDA”) has been established by the city of Chanhassen (the “City”) to promote development and redevelopment within Chanhassen. 1.02.The EDA’s goals include recognizing the practical impediments to development and redevelopment in areas of the community which are fully developed and offering public assistance when appropriate for projects which advance its goals. 1.03.To promote development and redevelopment of a key part of the community, the EDA and the City previously established the Downtown Chanhassen Redevelopment Project Area (the “Redevelopment Project”) and adopted a Redevelopment Plan (the “Redevelopment Plan”) for same. 1.04.In response to a mixed use residential and commercial redevelopment proposal, the EDA authorized the preparation of a modification to the Redevelopment Plan and a tax increment financing plan (the “TIF Plan”) for Tax Increment Financing District No. 13 (the “TIF District”), which are contained in a document entitled “Modification to the Redevelopment Plan for The Downtown Chanhassen Redevelopment Project Area and Tax Increment Financing Plan for Tax Increment Financing District No. 13 (a renewal and renovation district)”, prepared by Ehlers and on file with the EDA. Section 2. Authority Approval. 2.01.Copies of the modified Redevelopment Plan and the TIF Plan were transmitted to the board of Independent School District No. 112 and the board of commissioners of Carver County for review and comment and said public bodies were notified of the public hearing to be held on the modified Redevelopment Plan and TIF Plan by the City on March 11, 2024. 784 CH135-65-937474.v1 2 2.02.The EDA finds that its objectives of encouraging development and redevelopment within the Project Area will be advanced by adoption of the modified Redevelopment Plan and the TIF Plan. 2.03.Based on the findings of the Chanhassen planning commission on February 20, 2024, the EDA also finds that the modified Redevelopment Plan and the TIF Plan are consistent with the City’s comprehensive plan. 2.04.The modified Redevelopment Plan and the TIF Plan are hereby adopted. Section 3. Further Proceedings. 3.01.The EDA requests that the City hold a public hearing on the modified Redevelopment Plan and the TIF Plan pursuant to Minnesota Statutes, section 469.175 and recommends that the modified Redevelopment Plan and TIF Plan be approved by the City. 3.02.Upon approval of the modified Redevelopment Plan and the TIF Plan by the City, the EDA’s executive director is authorized and directed to request that the original tax capacity of the property within TIF District No. 13 be certified to the EDA by the Carver County Auditor. PASSED AND ADOPTED by the Chanhassen City Council on this 11th day of March 2024. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 785 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 716 AN ORDINANCE AMENDING THE CITY CODE CONCERNING REGULATION OF LAWFUL GAMBLING THE CITY COUNCIL OF CHANHASSEN, MINNESOTA ORDAINS: SECTION 1. Article 10-V “Gambling” of the Chanhassen City Code is amended in its entirety to read as follows: Sec 10-150 Adoption of State Law by Reference The provisions of Minn. Stat. ch. 349, as they may be amended from time to time, with reference to the definition of terms, conditions of operation, provisions relating to sales, and all other matters pertaining to lawful gambling are hereby adopted by reference and are made a part of this ordinance as if set out in full. It is the intention of the Council that all future amendments of Minn. Stat. ch. 349, are hereby adopted by reference or referenced as if they had been in existence at the time this ordinance was adopted. Sec 10-151 City May be More Restrictive Than State Law The Council is authorized by the provisions of Minn. Stat. § 349.213, as it may be amended from time to time, to impose, and has imposed in this ordinance, additional restrictions on gambling within its limits beyond those contained in Minn. Stat. ch. 349, as it may be amended from time to time. Sec 10-152 Purpose The purpose of this ordinance is to regulate lawful gambling within the City of Chanhassen, to prevent its commercialization, to ensure the integrity of operations, and to provide for the use of net profits only for lawful purposes. Sec 10-153 Definitions In addition to the definitions contained in Minn. Stat. § 349.12, as it may be amended from time to time, the following terms are defined for purposes of this ordinance: (a) Board, as used in this ordinance, means the State of Minnesota Gambling Control Board. (b) City, as used in this ordinance, means the City of Chanhassen. (c) Council, as used in this ordinance, means the City Council of the City of Chanhassen. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 218786 2 (d) Licensed Organization, as used in this ordinance, means an organization licensed by the Board. (e) Local Permit, as used in this ordinance, means a permit issued by the city. (f) Trade Area, as used in this ordinance, means this city and each city and township contiguous to this city. Sec 10-154 Applicability This ordinance shall be construed to regulate all forms of lawful gambling within the city except bingo conducted within a nursing home or a senior citizen housing project or by a senior citizen organization if the prizes for a single bingo game do not exceed $10, total prizes awarded at a single bingo occasion do not exceed $200, only members of the organization, residents of the nursing home or housing project, and their guests, are allowed to play in a bingo game, no compensation is paid for any persons who conduct the bingo, and a manager is appointed to supervise the bingo. Sec 10-155 Lawful Gambling Permitted Lawful gambling is permitted within the city provided it is conducted in accordance with Minn. Stat. §§ 609.75-.763, inclusive, as they may be amended from time to time; Minn. Stat. §§ 349.11-.23, inclusive, as they may be amended from time to time; and this ordinance. Sec 10-156 Council Approval Lawful gambling authorized by Minn. Stat. §§ 349.11-.23, inclusive, as they may be amended from time to time, shall not be conducted unless approved by the Council, subject to the provisions of this ordinance and state law. Sec 10-157 Application and Local Approval of Premises Permits (a) Any organization seeking to obtain a premises permit from the Board shall file with the city clerk an executed, complete duplicate application, together with all exhibits and documents accompanying the application as will be filed with the Board. Each organization licensed to conduct lawful gambling in the City shall complete the City's investigation form, submit copies of all state gambling application forms, all records and reports required to be filed within the State Gambling Control Board pursuant to Minnesota Statues, Chapter 349, and the rules and regulations promulgated thereunder, and submit any additional information required by the City. (b) Upon receipt of an application for issuance of a premises permit, the city cl erk shall transmit the application to the county sheriff for review and recommendation. (c) The county sheriff shall investigate the matter and make the review and recommendation to the City Council as soon as possible, but in no event later than 45 days following receipt of the notification by the city. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 219787 3 (d) Organizations applying for a state-issued premises permit shall pay the city an investigation fee established by ordinance. This fee shall be refunded if the application is withdrawn before the investigation is commenced. If approved by the City Council and the Board, a licensed organization will be responsible for an annual investigative fee for conducting lawful gambling within the city. (e) The applicant shall be notified in writing of the date on which the Council will consider the recommendation. (f) The Council shall receive the county sheriff’s report and consider the application within 45 days of the date the application was submitted to the city clerk. (g) The Council shall by resolution approve or disapprove the application within 60 days of receipt of the application. (h) The Council shall deny an application for issuance or renewal of a premises permit for any of the following reasons: (1) An applicant’s officer, director, or other person in a supervisory or management position a. has been convicted of a felony within the last five (5) years; b. has ever been convicted of a crime involving gambling; c. is not of good moral character or repute; d. has ever been convicted of 1. assault, 2. a criminal violation involving the use of a firearm, or 3. making terroristic threats; e. owes delinquent local, state or federal taxes, or is delinquent on any other city bill. (2) The premises is in violation of any land use or zoning ordinance or owes delinquent local, state or federal taxes, or is delinquent on any other city bill. (3) Violation by the gambling organization of any state statute, state rule, or city ordinance relating to gambling within the last three (3) years. (4) Violation by the on-sale establishment or organization leasing its premises for gambling of any state statute, state rule, or city ordinance relating to the operation of the establishment, including, but not limited to, laws relating to alcoholic beverages, gambling, controlled substances, suppression of vice, and protection of public safety within the last three (3) years. (5) Lawful gambling would be conducted at premises other than those for which an on-sale liquor license has been issued. (6) Failure of the applicant to pay the investigation fee provided by Subdivision 4 within the prescribed time limit. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 220788 4 (7) Operation of gambling at the site would be detrimental to health, safety, and welfare of the community. Otherwise, the Council shall pass a resolution approving the application. Sec 10-158 Local Permits (a) No organization shall conduct lawful gambling excluded or exempted from state licensure requirements by Minn. Stat. § 349.166, as it may be amended from time to time, without a valid local permit. This section shall not apply to lawful gambling exempted from local regulation by Section 10-154 of this ordinance. (b) Applications for issuance or renewal of a local permit shall be on a form prescribed by the city. The application shall contain the following information: (1) Name and address of the organization requesting the permit. (2) Name and address of the officers and person accounting for receipts, expenses, and profits for the event. (3) Dates of gambling occasion for which permit is requested. (4) Address of premises where event will occur. (5) Copy of rental or leasing arrangement, if any, connected with the event, including rent to be charged to the organization, which rental or leasing arrangement may not provide for rental payments based on a percentage of receipts or profits from lawful gambling. (6) Estimated value of prizes to be awarded. (c) The fee for a local permit shall be as established by city ordinance. The fee shall be submitted with the application for a local permit. This fee shall be refunded if the application is withdrawn before the investigation is commenced. (d) Upon receipt of an application for issuance or renewal of a local permit, the city clerk shall transmit the notification to the county sheriff for review and recommendation. (e) The county sheriff shall investigate the matter and make review and recommendation to the City Council as soon as possible, but in no event later than 45 days following receipt of the notification by the city. (f) The applicant shall be notified in writing of the date on which the Council will consider the recommendation. (g) The Council shall receive the county sheriff’s report and consider the application within 45 days of the date the application was submitted to the city clerk. DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 221789 5 (h) The Council shall deny an application for issuance or renewal of a local permit for any of the following reasons: (1) Violation by the gambling organization of any state statute, state rule, or city ordinance relating to gambling within the last three (3) years. (2) Violation by the on-sale establishment, or organization leasing its premises for gambling, of any state statute, state rule, or city ordinance relating to the operation of the establishment, including, but not limited to, laws relating to the operation of the establishment, laws relating to alcoholic beverages, gambling, controlled substances, suppression of vice, and protection of public safety within the last three (3) years. (3) Operation of gambling at the site would be detrimental to health, safety, and welfare of the community. Otherwise, the Council shall approve the application. Sec 10-159 Revocation and Suspension of Local Permits (a) A local permit may be revoked or temporarily suspended for a violation by the gambling organization of any state statute, state rule, or city ordinance relating to gambling. (b) A local permit shall not be revoked or suspended until written notice and an opportunity for a hearing have first been given to the permitted person. The notice shall be personally served or sent by certified or registered mail. If the person refuses to accept notice, notice of the violation shall be served by posting it on the premises. Notice shall state the provision reasonably believed to be violated and shall also state that the permitted person may demand a hearing on the matter, in which case the permit will not be suspended until after the hearing is held. If the permitted person requests a hearing, the Council shall hold a hearing on the matter at least one week after the date on which the request is made. If, as a result of the hearing, the Council finds that an ordinance violation exists, then the Council may suspend or revoke the permit. Sec 10-160 Display of Permit All permits issued under state law or this ordinance shall be prominently displayed during the permit year at the premises where gambling is conducted. Sec 10-161 Notification Of Material Changes To Application An organization holding a state-issued premises permit or a local permit shall notify the city within ten (10) days in writing whenever any material change is made in the information submitted on the application. Sec 10-162 Contribution Of Net Profits To Fund Administered By City (a) Each organization licensed to conduct lawful gambling within the city pursuant to Minn. Stat. § 349.16, as it may be amended from time to time, shall contribute ten percent (10%) of DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 222790 6 its net profits derived from lawful gambling in the city to a fund administered and regulated by the city without cost to the fund. The city shall disburse the funds for charitable contributions as defined by Minn. Stat. § 349.12, subd. 7a, as it may be amended from time to time. (b) Payment under this section shall be made on the last day of each month. (c) The city’s use of such funds shall be determined at the time of adoption of the city’s annual budget or when the budget is amended. (d) An organization that conducts gambling on fewer than five days in a calendar year is exempt from the requirements of this section. Sec 10-163 Designated Trade Area (a) Each organization licensed to conduct gambling within the city shall expend fifty percent (50%) of its lawful purpose expenditures on lawful purposes conducted within the city’s trade area. (b) This section applies only to lawful purpose expenditures of gross profits derived from gambling conducted at a premises within the city’s jurisdiction. (c) An organization that conducts gambling on fewer than five days in a calendar year is exempt from the requirements of this section. Sec 10-164 Records and Reporting (a) Organizations conducting lawful gambling shall file with the city clerk one copy of all records and reports required to be filed with the Board, pursuant to Minn. Stat. ch. 349, as it may be amended from time to time, and rules adopted pursuant thereto, as they may be amended from time to time. The records and reports shall be filed on or before the day they are required to be filed with the Board. (b) Organizations licensed by the Board shall file a report with the city proving compliance with the trade area spending requirements imposed by Section 10-163. Such report shall be made on a form prescribed by the city and shall be submitted annually. Sec 10-165 Hours of Operation Lawful gambling shall not be conducted between 1 a.m. and 8 a.m. on any day of the week. Sec 10-166 Penalty Any person who violates any provision of this ordinance; Minn. Stat. §§ 609.75-609.763, inclusive, as they may be amended from time to time; or Minn. Stat. §§ 349.11-349.21, as they may be amended from time to time; or any rules promulgated under those sections, as they may be amended from time to time, shall be guilty of a misdemeanor and subject to a fine of not more than $1,000 or imprisonment for a term not to exceed 90 days, or both, plus in either case the DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 223791 7 costs of prosecution. In addition, violations shall be reported to the Board, and recommendations shall be made for suspension, revocation, or cancellation of an organization’s license. Sec 10-167 Severability If any provision of this ordinance is found to be invalid for any reason by a court of competent jurisdiction, the validity of the remaining provisions shall not be affected. SECTION 2. Effective Date. This ordinance becomes effective on the date of its publication or upon the publication of a summary of the ordinance as provided by Minn. Stat. § 412.191, subd. 4, as it may be amended from time to time, which meets the requirements of Minn. Stat. § 331A.01, subd. 10, as it may be amended from time to time. PASSED AND ADOPTED this 9th day of October 2023 by the City Council of the City of Chanhassen, Minnesota. ATTEST: Kim Meuwissen City Clerk Elise Ryan, Mayor (Summary Ordinance Published in the Chanhassen Villager on October 19, 2023) DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B 224792