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06-26-2026 Agenda and PacketA.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 Traffic Safety Committee Presentation A.2 Chanhassen Bluffs Sports Complex Update A.3 City Council Roundtable A.4 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Recognize Northern Lights Awards C.2 Recognition of Donation from IWCO for 4th of July Celebration C.3 Invitation to the 40th Annual 4th of July Celebration 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 June 5, 2023 D.2 Approve City Council Special Meeting Minutes dated June 2, 2023 AGENDA CHANHASSEN CITY COUNCIL MONDAY, JUNE 26, 2023 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.3 Receive Planning Commission Minutes dated May 16 and June 6, 2023 D.4 Receive Economic Development Commission Minutes dated May 9, 2023 D.5 Receive Environmental Commission Minutes dated April 12, 2023 D.6 Approve Claims Paid dated June 26, 2023 D.7 Authorize Equipment Purchase - Trailer Mounted Vactor D.8 Approve Temporary Modification of the Licensed Premises to serve Beer in the Hackamore Brewing Company Parking Lot Area D.9 Resolution 2023-XX: Approve Professional Services Agreement from AE2S for the upgrade of the City SCADA system. D.10 Resolution 2023-XX: Approve Three-year Cartegraph Asset Management and SeeClickFix renewal agreement from OpenGov D.11 Approve Agreements with Corpay for AP Payment Processing and Stampli for AP Process Automation D.12 Resolution 2023-XX: Approve Contract for Minger Construction for work associated with the Minnewashta Parkway Improvement Project D.13 Resolution 2023-XX: Designating Authority for Investment and Banking Transactions and Authorizing Signers D.14 Resolution 2023-XX: Authorizing Participating in OSA Performance Measurement Program D.15 Resolution 2023-XX: Supporting Request for State Funds in the 2024 Capital Bonding Bill D.16 Ordinance XXX: Amending City Code Chapter 16, Collection and Disposal Service - Section 16-33(e) Operating Requirements 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). F.PUBLIC HEARINGS G.GENERAL BUSINESS G.1 Resolution 2023-XX: Consider a request for a Subdivision, Site Plan Review with Variances, and a Conditional Use Permit for a drive-through restaurant located at 800 West 78th Street - Cafe Zupas H.COUNCIL PRESENTATIONS I.ADMINISTRATIVE PRESENTATIONS J.CORRESPONDENCE DISCUSSION 2 J.1 2023 Building Permit Activity K.ADJOURNMENT GUIDELINES FOR VISITOR PRESENTATIONS Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the Chanhassen City Council wishes to provide an opportunity for the public to address the City Council. That opportunity is provided at every regular City Council meeting during Visitor Presentations. Anyone seeking a response or action from the City Council following their presentation is required to complete and submit a Citizen Action Request Form. An online form is available at https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers prior to the meeting. A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen residents. An additional thirty minutes may be provided after General Business items are complete at the discretion of the City Council. Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be addressed to the City Council as a whole, not to any specific member(s) or to any person who is not a member of the City Council. If there are a number of individuals present to speak on the same topic, please designate a spokesperson that can summarize the issue. Limit your comments to five minutes. Additional time may be granted at the discretion of the Mayor. If you have written comments, provide a copy to the Council. Comments may also be emailed to the City Council at council@chanhassenmn.gov. During Visitor Presentations, the Council and staff listen to comments and will not engage in discussion. Council members or the City Manager may ask questions of you in order to gain a thorough understanding of your concern, suggestion or request. Please be aware that disrespectful comments or comments of a personal nature, directed at an 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 June 26, 2023 Item Traffic Safety Committee Presentation File No.N/A Item No: A.1 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A - Discussion only Motion Type N/A Strategic Priority Operational Excellence SUMMARY Members of the Traffic Safety Committee (TSC) will give a presentation summarizing their work over the past year. The TSC last presented to the City Council at the August 8, 2022 work session. BACKGROUND N/A DISCUSSION N/A BUDGET N/A 4 RECOMMENDATION N/A ATTACHMENTS 5 City Council Item June 26, 2023 Item Chanhassen Bluffs Sports Complex Update File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION Update Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The City Council will continue ongoing discussions about the project. In 2023, the Legislature granted the city’s request to seek voter approval of a 0.5% local sales tax to fund the Chanhassen Bluffs Sports Complex and established that the referendum shall be held in November 2024. See https://www.chanhassenmn.gov/government/projects/chanhassen-bluffs-sports-complex for additional information. BACKGROUND DISCUSSION BUDGET 6 RECOMMENDATION ATTACHMENTS 7 City Council Item June 26, 2023 Item City Council Roundtable File No.Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION None Motion Type N/A Strategic Priority N/A SUMMARY The quarterly roundtable is time for the City Council to discuss items of interest, propose new items for review, and ask general questions of staff/each other. Items with interest from at least two Councilmembers may be scheduled for research by staff, future work sessions, or other action as appropriate. BACKGROUND DISCUSSION Items submitted for possible discussion. The City Council can choose to discuss some or all items. Citizen Action Requests 8 Only one Citizen Action Request has been submitted in 2023 to date. At the June 6 City Council meeting, Amanda Hawkins of 7136 Utica Lane requested a crosswalk on Powers Boulevard at Utica Lane, similar to the crosswalk constructed at Lake Lucy Road. The Traffic Safety Committee was instructed to review the request and respond to the resident. Items should generally have the support of at least two council members to continue discussion and/or have staff research. BUDGET RECOMMENDATION ATTACHMENTS Roundtable Process Overview 9 CHANHASSEN CITY COUNCIL Roundtable Overviewand Guidelines The quarterly roundtable is scheduled time for the City Council to discuss items of interest, propose new items for review, and ask general questions of staff/each other. The roundtable is designed to fill in the gaps between the annual Strategic Plan updates. Staff will provide a one-year historical summary of the Citizen Action Request Forms received in the packet for each roundtable. Timing: Quarterly, at a work session. Procedure: Submit items for consideration and publication in the council packet by noon on the Wednesday prior to the meeting. Be prepared to give a brief overview of proposed items at the work session. Actions: The City Council should determine the next steps, using the following menu of options: 1. Do nothing at this time 2. Park for discussion during the Strategic Plan update in January 3. Request staff prepare an issue paper (requires two votes of support) 4. Refer to a commission for further consideration (requires two votes of support) 5. Schedule a city council work session (requires three votes of support) CITY OF CHANHASSEN A Community For Life. 10 City Council Item June 26, 2023 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: July 17, 2023 Presentation of Audit Results, Redpath Preliminary 2024 Budget Discussions July 24, 2023 Civic Campus update with BKV and HKGi August 14, 2023 BACKGROUND 11 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 on the second and fourth Monday of each month in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 12 City Council Item June 26, 2023 Item Recognize Northern Lights Awards File No.Item No: C.1 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Arianna Lyksett, Communications Manager Reviewed By SUGGESTED ACTION Recognize Motion Type N/A Strategic Priority Communications SUMMARY The Northern Lights Contest, conducted annually by the Minnesota Association of Government Communicators, recognizes outstanding work in Minnesota's government, educational, and nonprofit communications. Once submitted, other communication professionals in Minnesota and North Carolina judge these videos and publications. Northern Lights Award in Promotional Video This winter, the Fire Department and communications team created a video series to increase recruitment for the open firefighter positions in Chanhassen. By showcasing our training and interviewing a wide range of staff, we boosted awareness of our excellent fire department and received a first-place Northern Lights Award. Judges commented, “Great b-roll, good shots, nice lighting, and a good interviewee position in the video.” 13 Northern Lights Award in Website Redesign The City of Chanhassen received a first-place Northern Lights Award for its recent website redesign. In 2021, the communications team reorganized and redesigned the website with five goals outlined from the city’s feedback: create a searchable website, update branding, focus on accessibility, maximize metadata, and prioritize SEO. This website redesign’s true purpose allowed the city to continue providing a communication pathway with the public. Judges commented, “I love the video loop on the homepage. Finding information is easily accessible, and the updated branding looks sharp.” BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 14 City Council Item June 26, 2023 Item Recognition of Donation from IWCO for 4th of July Celebration File No.Item No: C.2 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Priya Tandon, Recreation Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY The City of Chanhassen would like to recognize and thank IWCO for generously supporting the City of Chanhassen's 4th of July Celebration. IWCO will be sponsoring the July 2 Family Night at the Carnival as part of this year's 4th of July Celebration and has contributed $3,000 towards Family Night. Since 1986, IWCO has donated over $40,000 in sponsorship to Chanhassen's special events. These events, especially the 4th of July Celebration, would not be the same without IWCO's generosity throughout the years. Additionally, in 1996 IWCO allowed for the construction of a soccer field on their property on Park Road, desiring only to provide additional recreational opportunities for Chanhassen youth. IWCO has been a wonderful and generous corporate citizen through the years, and we thank them for all they have done for our residents and the Chanhassen community. BACKGROUND DISCUSSION 15 BUDGET RECOMMENDATION ATTACHMENTS 16 City Council Item June 26, 2023 Item Invitation to the 40th Annual 4th of July Celebration File No.Item No: C.3 Agenda Section PUBLIC ANNOUNCEMENTS Prepared By Priya Tandon, Recreation Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY I am thrilled to invite the community to the City of Chanhassen's largest community event of the year - the 40th Annual 4th of July Celebration! The celebration will be held on July 2, 3, and 4 at City Center Park and Lake Ann Park. The event is presented by the City of Chanhassen, in partnership with the Rotary Club of Chanhassen and SouthWest Metro Chamber of Commerce, and sponsored by IWCO, Nicolet National Bank, and local 2023 Community Event Sponsors. Highlights include the annual carnival, street dance, local food vendors, beer garden, kids' activities, parade, fireworks, and so much more! For more information and a full schedule of events, visit us at ChanhassenMN.gov/4th. I look forward to seeing everyone there! BACKGROUND 17 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Schedule of Events 2023 18 SUNDAY, JULY 2 Kiddie Parade Ride Decorating Sponsored by kiddywampus Chanhassen 12-4 PM | KIDDYWAMPUS CHANHASSEN | FREE Family Night at the Carnival Sponsored by IWCO 3-10 PM | CITY CENTER PARK | FEES VARY 3-8 PM all rides $2 | 8-10 PM all rides $3-$5 each MONDAY, JULY 3 Minnesota Twins Youth Baseball Clinic SESSION I: 9-10:30 AM | SESSION II: 10:30 AM-12 PM CHANHASSEN HIGH SCHOOL | FREE Register online at ChanhassenMN.gov/4th Kiddie Parade Ride Decorating 10 AM-2 PM | KIDDYWAMPUS CHANHASSEN | FREE Sponsored by kiddywampus Chanhassen Business Expo Presented by the SouthWest Metro Chamber of Commerce 2-4 PM | CITY CENTER PARK | SMALL TENT | FREE Water Wars 3-10 PM | CITY CENTER PARK | $5/BUCKET Midwest Carnival Rides & Concessions 3-11 PM | CITY CENTER PARK | FEES VARY 3-5 PM rides $3-$5 each | 5-11 PM UNLIMITED ride wristbands for $25 (games & food not included). Merchandise Sales 4-8 PM | CITY CENTER PARK | FEES VARY The Medicine Show 4:30-6:30 PM | CITY CENTER PARK | FREE Roaming vaudeville musical entertainment. Kiddie Games 4-8 PM | CITY CENTER PARK | $0.25/GAME Llama Experience Presented by Carver County 4-H and the Rotary Club of Chanhassen 4-8 PM | CITY CENTER PARK | FREE Face Painting, Wacky Hair, & Airbrush Tattoos 4:30-8 PM | CITY CENTER PARK | $3-$15 Taste of Chanhassen Presented by the Rotary Club of Chanhassen 4-11 PM | CITY CENTER PARK | FEES VARY Beer Garden Presented by the Rotary Club of Chanhassen 2-11 PM | CITY CENTER PARK | FEES VARY Live Music Featuring Up South Band 5:15-7:15 PM | CITY CENTER PARK | LARGE TENT | FREE Kiddie Parade Sponsored by Nicolet National Bank & kiddywampus Chanhassen 5:30-6 PM | CHANHASSEN ELEMENTARY EAST PARKING LOT | FREE Chalk It Up Drawing Contest 6-8 PM | CITY CENTER PARK | HOCKEY RINK | FREE. 3rd Lair Summer Skateboard Series7 PM | CITY CENTER PARK, SKATE PARK | FREE Street Dance Featuring Jonny Holm Band 8-11 PM | CITY CENTER PARK | LARGE TENT | FREE TUESDAY, JULY 4 Adult Fishing Contest 7-10 AM | LAKE ANN PARK | $20 Rules and regulations online at ChanhassenMN.gov/4th Classic Car Show Presented by the Rotary Club of Chanhassen 10 AM-1 PM | CITY CENTER PARK | WEST PARKING LOTS | FREE Lawn Games Presented by the Rotary Club of Chanhassen 10 AM-5 PM | CITY CENTER PARK | FEES VARY Taste of Chanhassen Presented by the Rotary Club of Chanhassen 10 AM-5 PM | CITY CENTER PARK | FEES VARY Beer Garden Presented by the Rotary Club of Chanhassen 10 AM-5 PM | CITY CENTER PARK | FEES VARY Midwest Carnival Rides & Concessions 10 AM-6 PM | CITY CENTER PARK | FEES VARY 10 AM-3:30 PM rides $3-$5 each; 3:30-6 PM all rides $2. Face Painting & Wacky Hair 10 AM-4 PM | CITY CENTER PARK | $3-$15 Kids’ Fishing Contest 10:30-11:30 AM | LAKE ANN PARK | FISHING PIER | FREE Medallion Hunt Presented by the Rotary Club of Chanhassen 11 AM | LAKE ANN PARK | FREE Sand Sculpture Contest 11 AM-12 PM | LAKE ANN PARK | BEACH | FREE Bingo! Presented by the Chanhassen Commission on Aging and Beyond the Yellow Ribbon (Chanhassen) 11 AM-1 PM | CITY CENTER PARK | SMALL TENT | FREE Llama Experience Presented by Carver County 4-H and the Rotary Club of Chanhassen 12-1:30 PM | CITY CENTER PARK | FREE Live Music Featuring American Bootleg 11:45-1:45 PM | CITY CENTER PARK | LARGE TENT | FREE 4th of July Parade & Historic Plane Flyover Produced by the Rotary Club of Chanhassen 2:30 PM | DOWNTOWN CHANHASSEN | FREE Fireworks Display 10 PM | LAKE ANN PARK | FREE SCHEDULEOF EVENTS Live Kids’ Performance Featuring Tricia and the Toonies Sponsored by Nicolet National Bank 4:30-5:30 PM | CITY CENTER PARK | LARGE TENT | FREE Face Painting, Wacky Hair, & Airbrush Tattoos 4:30-8 PM | CITY CENTER PARK | $3-$15 19 City Council Item June 26, 2023 Item Approve City Council Minutes dated June 5, 2023 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 June 5, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS City Council Work Session Minutes dated June 5, 2023 20 City Council Regular Meeting Minutes dated June 5, 2023 21 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES JUNE 5, 2023 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:Councilwoman Schubert. STAFF PRESENT: Laurie Hokkanen, City Manager; Eric Maass, Planning Director; Charlie Howley, Public Works Director/City Engineer; Jerry Ruegemer, Park & Recreation Director; Kelly Grinnell, Finance Director; Ari Lyksett, Communications Director; and Kim Meuwissen, City Clerk. PUBLIC PRESENT:None. CHANHASSEN BLUFFS SPORTS COMPLEX UPDATE Mayor Ryan reviewed the history of this discussion item and presented some updates. The land required for a sports complex facility was provided by the developers of the Avienda project, including facility design. After meeting with the architects, the facility design was updated to include a high-level indoor soccer field (increased size of turf area), an indoor playground, workout and meeting room spaces, and a restaurant. Staff has been communicating with the local sports associations and school districts for their comments and concerns regarding the facility. Concerning funding, the local option sales tax (LOST) option in the amount of $40 million was approved by the legislature. The city will have two years to move forward with a referendum. The earliest a referendum could be held would be this November. Other dates include February, April, or May of 2024; however, if the city chooses not to hold the referendum this November, a construction season will be lost. Carver County sales tax is currently 7.35%. In addition, the state is going to increase its sales tax by 1% for a total of 7.875%. Mayor Ryan expressed concern about adding another .5% tax burden on Chanhassen residents. Mayor Ryan requested Council feedback on these updates. City Manager Laurie Hokkanen distributed a handout with information from other cities for the council to review. Councilman McDonald thought the tax increases could be devasting to some of the residents, but we have come this far and should allow the residents to vote on it to determine how important this is to the community. Councilman von Oven agreed that the city should move forward with the referendum and let the residents decide. Additionally, the council should show its support for the referendum. Councilman Kimber also agreed and stated that the complex would be a benefit to the community, especially having been involved in the Park & Recreation Referendum Task Force. Mayor Ryan asked for input on the timing of a referendum and if it should be held in November of this year. Councilman McDonald preferred to hold it in November and would expect a better voter turnout at that time. Councilman von Oven agreed that the referendum should be held in November. Ms. Hokkanen interjected that it is possible there may also be a School District 112 referendum on the same ballot; however, no decision has been made. Mayor Ryan also preferred a November referendum but is hesitant about the school district’s plan. Councilman McDonald suggested there should be a broad 22 City Council Work Session Minutes – June 5, 2023 2 outreach to promote a good product. Mayor Ryan asked about next steps. Ms. Hokkanen responded that ballot language needs to be established by late August, and early voting begins September 22. Additionally, a communications plan needs to be developed prior to voting. Mayor Ryan reminded the council that council members could not endorse the referendum, only provide information. Councilman McDonald asked about area high schools’ contracts with other ice facilities. Mayor Ryan discussed that the school district was talking to the area high schools about ice usage. Councilman von Oven asked about the possibility of procuring endorsements from associations. Ms. Hokkanen responded that the city provides information to association leaders and they should communicate with their members about the referendum. Councilman Kimber asked about placing multiple questions on the referendum ballot to also ask for funding for the Lake Ann Park Preserve. Ms. Hokkanen shared that the council allocated $1.3 million last year, and consultants have been engaged to do the permitting and scoping of the project. The city has received $156,000 in grant money for buckthorn removal, applied for a grant from the DNR in the amount of $250,000, and the construction of the parking lots can be funded with existing transportation funds. That would be a separate ballot language question relating to levy dollars, as the LOST could only be used for the sports complex. ARPA funds could be designated toward the Lake Ann Park Preserve, which will be discussed after the auditors close the books on 2022. On behalf of the City Council, Mayor Ryan requested that staff move forward with the next steps to move forward with the project. Ms. Hokkanen reported that staff has received much interest from area associations and will respond to them this week with updated information. Councilman von Oven suggested that the developer provide suggested ballot language from his perspective. PERMITTED, CONDITIONAL, AND INTERIM USES WITHIN THE CENTRAL BUSINESS ZONING DISTRICT Planning Director Eric Maass discussed possible code amendments to the uses within the Central Business District (CBD). Upon review of the existing uses, staff noted that the list of uses was very long and provided recommendations on what uses could be removed in order to update the CBD district along with the design guidelines. Proposed permitted uses, permitted accessory uses, and conditional uses were discussed. The closing of the Chanhassen Movie Theater, making the property available for development, prompted staff to review the existing city code in order to eliminate existing uses that may not an appropriate use within the CBD, such as a gas station or a standalone fast-food restaurant with drive-throughs. Staff is requesting council review the proposed uses in the CBD and provide feedback. Ms. Hokkanen discussed drive-throughs. The city council appreciated the information and directed staff to bring the proposal to the Planning Commission and Economic Development Commission prior to council review and approval. SPORTS COMPLEX FACILITY DESIGN UPDATE Based on the city council’s comments and requests from previous work sessions, City Manager Laurie Hokkanen presented a rough draft of an updated facility drawing, pointing out that the shape of the building has changed, which increases the size of the turf field area and eliminates the possibility of a third sheet of ice. A 5,000-square-foot indoor playground has been added. Observations are that there are not enough restrooms, the elevator should be closer to the walking track, storage areas should be added in the field house, the concession stand could be self-serve, the walking track could be redesigned and increased in size, and the hockey rink locker rooms be rearranged. 23 City Council Work Session Minutes – June 5, 2023 3 FUTURE WORK SESSION SCHEDULE June 26, 2023 2024 Preliminary Budget and Levy Discussion City Council Roundtable July 10, 2023 Presentation of Audit Results, Redpath Organizational Study/Staffing Study Presentation, Raftelis July 24, 2023  The work session adjourned at 6:40 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 24 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES JUNE 5, 2023 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, Councilman von Oven, and Councilman Kimber. COUNCIL MEMBERS ABSENT:Councilwoman Schubert. STAFF PRESENT: Laurie Hokkanen, City Manager; Charlie Howley, Public Works Director/City Engineer; Jerry Ruegemer, Park & Recreation Director; Ari Lyksett, Communications Manager; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Amanda Hawkins 7136 Utica Lane, Chanhassen PUBLIC ANNOUNCEMENTS: None CONSENT AGENDA: Councilman McDonald moved, Councilman Kimber seconded that the City Council approve the following consent agenda items 1 through 9 pursuant to the City Manager’s recommendations: 1. Approve City Council Minutes dated May 22, 2023 2. Approve Parks & Recreation Commission Minutes dated April 25, 2023 3. Receive Commission on Aging Minutes dated April 21, 2023 4. Approve Claims Paid June 5, 2023 5. Approve Encroachment Agreement between the City of Chanhassen and Colby Skelton and Charlotte Skelton 6. Approve Temporary On-Sale Liquor License, St. Hubert Catholic Community, Harvest Festival September 23, 2023 7. Approve Agreement for Library A/C Condenser Repair 8.Resolution 2023-XX:Approve Construction Materials Testing Agreement for the 2023 City Pavement Rehabilitation Project (Project No. 23-01) and the 2023 Mill and Overlay Project (Project No. 23-04) 25 City Council Minutes – June 5, 2023 2 9. Ordinance XXX: Consider Amending Chapter 20, Zoning, Chapter 18, Subdivisions, and Chapter 13, Nuisances All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. Amanda Hawkins, 7136 Utica Lane, Chanhassen, shared that residents on Utica Lane are concerned about the traffic on Powers Boulevard, especially with the new shopping center and the park. Area children cross this roadway often, but there is no crosswalk. She requested that the City consider a crosswalk like the Lake Lucy Road crossing. Mayor Ryan stated that the traffic safety committee would review this and provide feedback. Powers Boulevard is a county road. The crosswalk on Lake Lucy Road was a joint effort with the County. Ms. Ryan recognized her concern and stated that the resident would receive a follow-up about her concern. PUBLIC HEARINGS.None. GENERAL BUSINESS.None. COUNCIL PRESENTATIONS.None. ADMINISTRATIVE PRESENTATIONS. City Manager Laurie Hokkanen shared that the City and State are observing Juneteenth as a public holiday so city offices will be closed. The next City Council Meeting will be held on June 26. CORRESPONDENCE DISCUSSION.None Councilman von Oven moved, Councilman McDonald seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 4 to 0. The City Council meeting was adjourned at 7:07 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 26 City Council Item June 26, 2023 Item Approve City Council Special Meeting Minutes dated June 2, 2023 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council approves the City Council Special Meeting minutes dated June 2, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 27 City Council Special Meeting Minutes dated June 2, 2023 28 CHANHASSEN CITY COUNCIL SPECIAL MEETING MINUTES JUNE 2, 2023 COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, and Councilwoman Schubert. COUNCIL MEMBERS ABSENT: Councilman von Oven. STAFF PRESENT: Laurie Hokkanen, City Manager and Kim Meuwissen, City Clerk. PUBLIC PRESENT: None Mayor Ryan called the Special Meeting to order at 11:00 a.m. The meeting was opened with the Pledge of Allegiance. GENERAL BUSINESS 1. Approve Temporary Modification of the Licensed Premises to serve Beer in the Hackamore Brewing Company Parking Lot Area City Manager Laurie Hokkanen presented the staff report on this item, noting that the applicant had just recently opened the Brewery and scheduled a Car Show event without being aware that City Council approval was required to temporarily expand the licensed premises of the Brewery to serve beer in the parking lot adjacent to the building. Since there were no regular City Council meetings scheduled prior to the event, a Special City Council Meeting was held to accommodate the applicant’s request, with the understanding that future requests of this nature would need to be submitted at least 30 days prior to the event. Councilman Kimber moved, and Councilman McDonald seconded to approve the temporary modification of the licensed premises of Hackamore Brewing Company to include the parking lot area on the east side of the building, as shown in the location map for the purpose of serving beer during a Car Show event scheduled for Friday, June 2, 2023, between the hours of 6:30 p.m. and 10:00 p.m. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. ADJOURNMENT Councilman McDonald moved, and Councilwoman Schubert seconded to adjourn the meeting. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. The Special City Council meeting was adjourned at 11:05 a.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 29 City Council Item June 26, 2023 Item Receive Planning Commission Minutes dated May 16 and June 6, 2023 File No.Item No: D.3 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 May 16 and June 5, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 30 Planning Commission Minutes dated May 16, 2023 Planning Commission Minutes dated June 6, 2023 31 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES MAY 16, 2023 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Kelsey Alto, Perry Schwartz, Erik Johnson, Edward Goff, Steve Jobe, Ryan Soller (arrived at 6:45 p.m.) MEMBERS ABSENT: None. STAFF PRESENT: Bob Generous, Senior Planner; Olivia Adomabea, Community Development Intern; MacKenzie Young-Walters, Associate Planner; Eric Maass, Planning Director; Joe Seidl, Water Resources Engineer; Erik Henricksen, Project Engineer. PUBLIC PRESENT: Kathryn Randle 157 Lake Lucy Road Charlie and Gary Hansen Hansen Hometech Darren Duke Duke Architecture PUBLIC HEARINGS: 1. CONSIDER A REQUEST FOR A VARIANCE TO ALLOW THE CONSTRUCITON OF AN ACCESSORY DWELLING UNIT WITHIN A SINGLE-FAMILY HOME ON A PROPERTY LOCATED AT 1571 LAKE LUCY ROAD ZONED RURAL RESIDENTIAL Associate Planner MacKenzie Young-Walters gave a summary of the staff report, noting the applicant is requesting a variance to allow construction of an accessory dwelling unit within a single-family home at 1571 Lake Lucy Road, which is zoned Rural Residential. The applicant proposes a 1,700 square-foot garage addition with an upstairs apartment to facilitate an inter- generational household to age-in-place and live with their children due to recent health conditions, age, and upkeep with a10-acre parcel. The house will maintain the appearance of a single-family home. Section 20-59 allows the Planning Commission to approve a variance if there is demonstrated need based on age, disability, or financial hardship. He explained that while variances for uses are not normally allowed the City Code specifically allows for this use variance to be granted to facilitate the care of aging family members so long as the structure maintains the appearance of a single-family dwelling, separate utility services are not established, and the variance will not negatively impact the neighborhood. Mr. Young-Walters stated staff recommends approval of the variance request and noted a condition that the addition cannot be rented out as a standard unit and will be recorded against the property. Kathryn Randle, 157 Lake Lucy Road, is looking to have her son and his family move into the home with her and she hopes to eventually move into the new living unit when it is completed. 32 Planning Commission Minutes – May 16, 2023 2 Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Goff moved, Commissioner Jobe seconded that the Chanhassen Board of Appeals and Adjustments, approves a variance request for the use of a single-family dwelling as a two-family dwelling, subject to the conditions of approval, and adoption of the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 2. CONSIDER AMENDING CHAPTER 20, ZONING, ADOPTING PERFORMANCE STANDARDS FOR ISSUING PERMITS FOR MODEL HOMES Associate Planner MacKenzie Young-Walters gave a summary of the staff report, noting the applicant is requesting the amendment of Chapter 20, Zoning, Adopting Performance Standards for Issuing Permits for Model Homes, to allow construction of a residential model home prior to the full completion of the development’s roads and other infrastructure. He explained the city has accommodated these requests through a combination of Memorandums of Understanding (MOU) and Development Contracts (DC); however, the City Attorney has advised staff that it would be preferrable to adopt standards within the City Code. Chairman Noyes asked how often the city sees this in a typical year. Mr. Young-Walters explained they have had two in the last year (Avienda and Earhart Farms), although it is a little rare for developments to want to come in before streets and utilities are accepted by the city. This would establish standards for all model homes, not just those going in before utilities. Chairman Noyes asked if they are talking water, sewer, electricity, and how it affects the operation of the model home. Mr. Young-Walters replied in the standards the model homes must have functional sewer, water, electricity, small utilities such as fiber; the only thing the city is flexing on is the condition of the roadway and whether a permanent road has been accepted or not. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Jobe moved, Commissioner Schwartz seconded that the Chanhassen Planning Commission recommends the City Council adopt the proposed amendment to Chapter 20 of the City Code concerning model homes. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 33 Planning Commission Minutes – May 16, 2023 3 3. CONSIDER AMENDING CHAPTER 18, SUBDIVISIONS, CITY CODE TO REVISE THE LIST OF REQUIRED MATERIALS FOR FINAL PLAT APPLICATION Associate Planner MacKenzie Young-Walters gave a summary of the staff report, noting the City Code outlines the requirements for final plat submittals and currently requires two mylar copies and a one-inch equals 200 feet scale paper reduction of the final plat. He explained since the city no longer files mylar plats and the 200-foot scale paper reduction on half-section mapping to track subdivisions is now done digitally, this requirement is obsolete and should be removed from Code. The County still requires mylar so they will leave one copy in, however the city would like to amend the Code stipulations to reflect what they need to record it. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Schwartz moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends the City Council adopt the proposed amendment to Chapter 18 of the City Code concerning final plat application requirements. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 4. CONSIDER AMENDING CHAPTER 13, NUISANCE LIGHT, AND CHAPTER 20, LIGHTING STANDARDS Associate Planner MacKenzie Young-Walters gave a summary of the staff report, noting the nuisance light and lighting standards contained in the City Code prohibit many common forms of exterior residential lighting fixtures. Code does not allow motion-activated floodlights after 11:00 p.m. or permit someone to leave external garage lights on overnight. These lights are common for safety and to deter trespassing, but technically they generate light that crosses a property line, which is a violation of the city’s nuisance ordinance. The city receives a fair number of complaints, which staff investigates and typically fail a reasonableness test which would not negatively impact an impartial party. Staff recommends text amendments to better reflect what those standards for a nuisance should be, which is not the impact on a property line, but an impact on a dwelling. Mr. Young-Walters noted this is not technically under Planning Commission jurisdiction but the city likes to receive input from them regarding Code changes. Chairman Noyes asked about commercial versus residential light standards. Mr. Young-Walters replied in general, any commercial property will be held to a higher standard than residential. Businesses must give photo-metrics in plans to show where lights are, how far the lights go across a property line, and he explained foot-candle measurements. He explained the city also has buffering between residential and commercial districts such as vegetative screening or a road. Commissioner Jobe asked about the enforcement process and consistency 34 Planning Commission Minutes – May 16, 2023 4 Mr. Young-Walters replied field light measurements are difficult and staff does not have training/expertise to do that assessment. They use the “reasonable person” standard; the city receives a decent number of these complaints and has a general idea of what is typical, normal, likely to be excessive or out-of-line. Code enforcement goes to the property, does inspection, looks at submitted photos, and the city determines whether a reasonable party would be discomforted or annoyed by the light being used. Commissioner Jobe asked how many the city sees in a year. Mr. Young-Walters does not have a per-year number but guesses about 6 per year, and he can remember one instance where lights needed to be brought down. Commissioner Alto asked about landscape lighting such as an up light on trees in a yard. Mr. Young-Walters noted the city specifies garage and flood lights for safety purposes. If one was uplighting every tree in a yard, they will most likely fall into a nuisance as there is not a legitimate safety and security purpose for that. Planning Director Maass explained if a property owner feels staff interpretation is not accurate, they have the opportunity to bring it to the City Council for consideration. The Commissioners discussed HOAs and some lighting on homes or townhomes that cannot be turned off as it is controlled by the HOA. Mr. Young-Walters noted if the lights served no valid purpose, staff would perhaps evaluate and those lights would have always been in violation if they were on past 11:00 p.m. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Alto moved, Commissioner Johnson seconded that the Chanhassen Planning Commission recommends the City Council adopt the proposed amendment to Chapter 13 and Chapter 20 concerning nuisance light and lighting standards. All voted in favor and the motion carried unanimously with a vote of 6 to 0. 5. CONSIDER POTENTIAL AMENDMENT TO CHAPTER 20, ZONING, REGARDING SINGLE-FAMILY RESIDENTIAL LOT COVER AND PERVIOUS PAVEMENT WITHIN THE SHORELAND MANAGEMENT DISTRICT Planning Director Eric Maass gave a summary of the staff report, noting the city’s current ordinances limit properties zoned Residential Single Family (RSF) that are within the Shoreland Overlay District to 25% total impervious lot cover. However, properties with the same RSF base zoning designation outside the Shoreland Overlay District are permitted the same 25% impervious lot cover but are also eligible for an additional 5% lot coverage through the use of permeable pavers, for a total of 30% impervious lot coverage. He noted the way the code is 35 Planning Commission Minutes – May 16, 2023 5 currently written has created confusion for property owners and contractors so staff is seeking the opportunity to clarify the existing ordinance language. A second discussion is whether the Commission thinks it is appropriate for lots zoned RSF and within the Shoreland Overlay District to allow for the additional 5% of lot coverage through permeable pavers. Water Resources Engineer Seidl gave an onscreen presentation on impervious surfaces, stormwater generated by impervious surfaces, infiltration and groundwater recharge, and the health of a watershed. He spoke about Best Management Practices (BMPs) which work to mimic natural landscapes by providing stormwater storage, reducing discharge rates, treating stormwater to reduce pollutants before they discharge downstream, and generally promote infiltration and groundwater recharge. Mr. Seidl explained why permeable pavers are a type of BMP and explained benefits and limitations of the systems. He compared permeable pavers to standard impervious surface, a lawn, a rain garden, and a native area. In looking at the benefits, Mr. Seidl ranked each high, low, medium, and none. He explained a permeable paver works somewhere between an impervious surface and a lawn. Mr. Seidl has heard feedback regarding permeable pavers from the Lower Minnesota Watershed District (pavers could be allowed with additional maintenance/design considerations), Riley Purgatory Watershed District (strongly opposed), and the Department of Natural Resources (strongly opposed). Mr. Seidl shared Chanhassen’s stormwater management plan and spoke about clay being the predominant soil type in Chanhassen and concerns about pervious pavers being difficult to install, systems will not work as designed or will need under-drains, and will be impacted by freeze/thaw cycles and be replaced with impervious surfaces. Mr. Seidl feels allowing the pervious paver systems is counteractive to the city’s goal and will act to increase impervious areas in the Shoreland Overlay District where there is minimal infrastructure to treat the stormwater before it is discharged the local water resources and he cannot promote approving permeable pavers as a solution to offset increased lot cover. Mr. Maass spoke with the DNR about surrounding communities that allow 30% and the fact that many communities developed prior to 1989 when the first DNR Ordinance went into place. Natural vegetative buffers are required along those shorelines Commissioner Johnson asked if the city inspects installation and where the under-drains exit. Mr. Seidl replied inspection is not typically done and falls to staff resources. The under-drain goes to the site-restrictions and if there is not a place to outlet the drain pipe there will be an installation of the permeable paver system. Chair Noyes agreed noting the experts stated the pavers should count as impervious and asked who is pushing this discussion forward. Commissioner Alto agreed and noted the city has taken the same stance over-and-over: if someone buys a small lake lot with 25% coverage they should do due diligence prior to purchasing and find a lot for the size of the house they want. She read a statement from the DNR “while the individual homeowner may wish to have features that might be afforded if they did not live on a lake or a stream, these encumbrances have been in place for many decades and were known prior to purchasing the property. Moreover the lake or stream is not owned by them alone 36 Planning Commission Minutes – May 16, 2023 6 but rather is a public amenity for all. The district and city spend hundreds of thousands of dollars every year working to improve and protect the water bodies in the area. This proposal is antithetical to that aim.” Commissioner Goff clarified that outside the Shoreland Overlay District, it is 30%. Mr. Maass replied in the affirmative and noted 5% of the 30% must be through permeable pavers. Commissioner Soller asked how Minnetonka got to 75% outside of 150 feet of the high water line, noting they are leading the way in the opposite direction. Mr. Young-Walters explained Minnetonka was heavily developed prior to the 1989 Ordinance, their lot cover system is basically non-existent outside the Shoreland Management District, and the entire city is based off Floor Area Ratio (FAR) rather than lot cover. He imagines there were extensive negotiations between Minnetonka and the DNR when they adopted the Shoreland and it turn they received more flexible standards than the other Shoreland communities. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Alto moved, Commissioner Jobe seconded that the Chanhassen Planning Commission recommends the City Code adopt the proposed amendment to Chapter 20 of the City Code clarifying the RSF districts lot cover standards but does not recommend permitting the use of pervious pavement in the Shoreland Management District. All voted in favor and the motion carried unanimously with a vote of 7 to 0. GENERAL BUSINESS: 1. SKETCH PLAN REVIEW: SANTA VERA PUD PHASE II Planning Director Eric Maass gave a summary of the staff report on the item, noting the property owner/developer is interested in developing the remainder of the site and incorporating a mix of housing options, including the permitted apartment but also detached single-family homes and attached townhomes. The current Planned Unit Development (PUD) prohibits townhouses, detached townhouses, and detached single-family homes but allows for multi-family residential defined as multi-storied apartments or condominium units. He stated the developer has met with staff’s Development Review Committee and received general feedback on the proposal as well as from the Planning and City Council since there are new members on both bodies. One comment regarding the garage was to bring them forward to protect a stand of trees on site, which the developer has done. Mr. Maass stated staff is generally supportive of the proposal but had comments related to recommended revisions to reduce the amount of tree loss due to detached garage locations and stormwater needs. Mr. Maass asked the Planning Commission to provide general feedback as it relates to the conceptual development plan and more specifically the incorporation of detached single-family homes and townhomes as the PUD currently does 37 Planning Commission Minutes – May 16, 2023 7 not allow for them. It was noted the city has broad discretion for whether or not it would approve a PUD amendment. Charlie Hansen, applicant, noted the project reflects adding value to the community, noting he lives in the apartments located on the property. Mr. Hansen’s grandfather has owned the property since the 1960’s and had plans to build apartment buildings which has not happened, and he also donated the baseball field. Mr. Hansen shared about the project and freshening up the vacant lot and surrounding area. Goals of the project are to bring value by adding density but also respecting the neighborhood and protecting tree cover. They hope to lean into the timelessness and history of Chanhassen with a simple aesthetic design. Mr. Hansen hopes to work with the city to create a project that people are excited about. Darren Duke, architect, noted the applicants wanted to tackle concerns of the neighbors including scale and preserving trees while adding value to the site. He shared designs on screen that tried to tie into the Kerber farmhouse architectural motif, and walked the Commissioners through the design plans. Commissioner Schwartz asked if the apartment will be part of the refreshed design. Mr. Hansen replied in the affirmative, and while they are not totally redoing it, they would like to blend and update it so it all matches with a color and material palette. Commissioner Schwartz noted in the past neighbors were present with concerns about traffic before the proposed changes to the PUD and asked how the applicant will address traffic concerns with these additional structures. Mr. Hansen noted there will be less structure than previously and asked to address those questions after the design presentation. Mr. Duke shared about the tree line surrounding the path and park, noting they will work with the forester to clean things up and replace trees that are removed. He shared about breaking up the scale of the units to add more daylight in the corridor shown on screen. Commissioner Alto asked about adding a third story on the apartment building. Mr. Hansen replied it was an idea and was too ambitious. Speaking about ponding and trees, he noted some trees will have to come down due to certain criteria they must meet and their hands are tied in some ways where the pond is concerned. Chairman Noyes asked about smaller trees being put in place of larger trees. Mr. Maass noted the city requires a tree inventory, a certified arborist goes out, tags the trees, measures diameter, and species. The city’s arborist is especially talented, makes very detailed notes regarding trees saved, construction fencing, grading limitations, and expectations. The city holds a monetary escrow to ensure that what was supposed to be done was met which gives leverage to make sure things are rectified. 38 Planning Commission Minutes – May 16, 2023 8 Mr. Maass explained the city has some street improvement projects coming up and they are a little short in area to put their own stormwater. One element of a PUD is public benefit and one of the potential public benefits is added capacity for stormwater management for the city and residents. He asked for feedback from the Commission regarding the mix of housing; a quick calculation shows 56 units, 3.8 acres, and 14.5 units/acre. Commissioner Alto thinks this is the perfect time for this project as one of the options for the Civic Campus redo was to sell off portions of the upper lot and put in high-density apartment buildings on each side of Kerber and near the school. The applicant’s proposal of mixed-housing near the downtown area makes it a good time to add more density. Commissioner Soller clarified that the main things to be changed in the PUD would be to increase the unit count permitted, and to release the ban on single-family and townhomes. Mr. Maass added if there was the opportunity to incorporate the public benefit to use the stormwater, they would encapsulate that within the PUD, as well. Commissioner Soller asked why the existing PUD has a ban on single-family homes and townhomes. Mr. Gary Hansen shared background noting his father was originally going to build single-family homes. For some reason, the PUD banned all individual and town homes. No one knows why. Mr. Charlie Hansen stated the goal is to create a plan to works well and looks good. They understand they could build an apartment building, but their hope is that is brings public value to mix the housing. Mr. Maass stated this development spans multiple decades and he suspects it also spans multiple Comprehensive Plan updates. It is likely that when there was a shift to driving density towards downtown that may be why the PUD states they cannot just have single-family homes there. Chairman Noyes asked regarding the street updates and stormwater, whether the city has plans to update the park at some time and if it is all being coordinated. Mr. Maass replied with the downtown area, Civic Campus, and this project, the city takes a holistic standpoint to water modeling. Looking at the Civic Campus project, they are looking at what stormwater will be likely generated, as well as considering potential redevelopment within the city with the hopes they can size it for water from the Civic Campus and more broadly. Mr. Seidl noted a recent meeting regarding the Civic Campus, the reconstruction of Market Boulevard, and other developments that will likely redevelop within a corridor that was fully developed under older stormwater rules and regulations where BMPs did not exist. He noted it is a challenge as a Water Resources Engineer to find spots to put BMPs. The city is working to find smart ways to work with Watershed partners on a regional treatment facility, and they need property for that. In looking at this development, there is an opportunity due to current projects and the full reconstruction of neighborhood roads to the east in 2024. Mr. Seidl sees this as an 39 Planning Commission Minutes – May 16, 2023 9 area for partnership, and by oversizing the BMP from the developer, the city gets the land and would use the area for water treatment. The added benefit is that the maintenance costs dollars and the city would maintain it. Commissioner Schwartz thinks it is a wonderful project but reflects on the neighbors comments on the road adjacent to the ballparks. People park on both sides of the road, in defiance of “no parking” signs in the summertime. Now they will add single-family homes and townhomes which would further increase traffic. Commissioner Soller stated this is where the city has planned, with the Comprehensive Plan, that this site would be up to 60 units of density which is a major increase, and he shared that concern. He feels it is the burden of the city to fix the problem on Santa Vera and not the developer’s burden to put less units on the site. Commissioner Alto noted during the previous public hearing they encouraged citizens with concerns about parking on the streets to take those to the city rather than waiting for it to get worse. She noted they gave avenues for residents to share those concerns. Commissioner Soller shared there are issues with increasing the density, however the density has been planned for and it feels like the city needs to update the infrastructure of how cars and pedestrians travel through the area. Mr. Duke noted part of the development is to add a sidewalk to Santa Vera to the north. Mr. Hansen noted that it is a dangerous turnaround and he walks on the grass, noting there needs to be a sidewalk there. Technically there will be a sidewalk all around, and he understands with the baseball field there is room there for a shoulder if it is allowed by City Code, although there are some trees, as well. Mr. Maass clarified the city recognizes that trees are a concern which is why they require a tree inventory, and they recognize that traffic is a concern which is why they require a traffic study to be submitted. These issues would all be studied with different options through the review of the development application. Following discussion, the Chanhassen Planning Commission offered the following feedback: • Chairman Noyes likes the plan and that is blends into the existing neighborhood. He would like Commissioner feedback to give to the applicants. • Commissioner Goff looked at the history and reviewed the presentation from the previous year. He likes the changes that have been made, with aesthetic updates to the apartment building, he really likes the new building and appreciates the effort to blend things in. • Commissioner Schwartz seconded Mr. Goff’s comments. • Mr. Charlie Hansen noted at the meeting last year, many of the people who were present were his neighbors and were unaware that he was part of the project. It encouraged conversations regarding the project, and since then he has become good friends with some of them and there has since been some collaboration. 40 Planning Commission Minutes – May 16, 2023 10 • Commissioner Goff noted the removal of the through-street was a good change, and spoke about the neighborhood park in the middle that has been removed. • Mr. Hansen explained that is because they need a turnaround for fire apparatus. • Commissioner Soller commends the applicant for their work on the project and thinks it is really great. APPROVAL OF MINUTES: 1. APPROVE PLANNING COMMISSION MEETING MINUTES DATED MARCH 21, 2023 Commissioner Goff moved, Commissioner Alto seconded, to approve the summary Minutes of the Planning Commission meeting dated March 21, 2023 as presented. All voted in favor and the motion carried with a vote of 6 to 1 (Commissioner Jobe abstained). 2. APPROVE PLANNING COMMISSION MEETING MINUTES DATED APRIL 18, 2023 Commissioner Soller noted he was not present at the meeting when the meeting start time was changed. Mr. Maass apologized and noted staff should have sent communication regarding the adjusted start time. Commissioner Jobe moved, Commissioner Schwartz seconded, to approve the summary Minutes of the Planning Commission meeting dated April 18, 2023 as presented. All voted in favor and the motion carried unanimously with a vote of 7 to 0. COMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: None. CORRESPONDENCE DISCUSSION: None. ADJOURNMENT: Commissioner Johnson moved, Commissioner Schwartz 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 8:22 p.m. Submitted by Eric Maass Planning Director 41 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JUNE 6, 2023 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Vice-Chair Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Bob Generous, Senior Planner; Eric Maass, Planning Director, and MacKenzie Young-Walters, Associate Planner PUBLIC PRESENT: Chris Albright Superior Contracting, 22356 Aberdeen Avenue, Jordan Edgar Cepuritis Vice President of Development, Café Zupa, 460 West Universal Circle, Sandy, Utah PUBLIC HEARINGS: 1. CONSIDER A REQUEST FOR A FRONT YARD SETBACK AND OTHER VARIANCES TO BUILD A TWO-STORY HOME ON PROPERTY LOCATED AT 3632 HICKORY ROAD MacKenzie Young-Walters stated additional properties in the neighborhood have requested variances in the past due to abnormal lot size. This current lot is larger than required by the zoning district. The property is unique because it is a bisected parcel. The applicant’s proposal would meet the zoning requirements aside from the front yard setback request at 20 feet. The staff assessed the request and stated the proposal was reasonable and recommended approval. Commissioner Goff noted the front setback was preferable to the back setback. Chair Noyes questioned the water resource success due to the lot topography. Mr. Maass stated the water resource engineer hopes to bring the lot closer to compliance with the code. The engineer provided an option of a rain garden. Chair Noyes invited the applicant to address the Planning Commission. Chris Albright, General Contractor, opened the floor for questions. Chair Noyes asked how confident Mr. Albright was on saving trees during the project. Mr. Albright stated he was confident as there was not much tree coverage on the building site. 42 Planning Commission Minutes – June 6, 2023 2 Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Schwartz moved, Commissioner Perry seconded that the Chanhassen Board of Appeals and Adjustments, approves the requested 10-foot front yard setback variance, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. 2. CONSIDER A REQUEST FOR A SUBDIVISION, SITE PLAN REVIEW WITH VARIANCES, AND A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH RESTAURANT LOCATED AT 800 W. 78TH STREET Senior Planner Generous gave a summary of the staff report, noting the applicant is Café Zupas and West Village Station, LLC. The zoning for the property is commercial use and is at an existing shopping center. The preliminary plat would create two lots, with the shopping center located at Lot 1 and the drive-through restaurant at Lot 2. Lot 2 requests a drive-through which requires a conditional use permit. The restaurant will provide pedestrian access, a patio area, and two drive-through lanes. The lot already has access to utilities and there will be minor grading changes for the new building. The project also meets drainage and stormwater management, but the city has concerns about the placement of the catch basin near trash receptacles to ensure no illicit dumping. The development does not meet the landscaping diversity requirements and need additional tree types. The architecture was reoriented due to concerns of traffic with the drive- through. The staff report encouraged the applicant to include spandrel windows to the south elevation and to reorient the door from the southwest corner of the building. The materials are stucco, brick, composite wood, and metal. The conditional use permit is for the drive-through. All requirements for the city code have been met. Café Zupas drive-through has a maximum of six vehicles and there will not be impact on traffic circulation. The city recommends approval of the conditional use permit. The city code does not accommodate literary artistic expression. The staff recommended approval for the variance so the company can match brand identity. Chair Noyes stated he received a letter from a resident about concerns with the signage. Chair Noyes asked if the signage would be a distraction for drivers. Mr. Generous stated he did not think this was a concern, and engineering did not see this as an issue. Chair Noyes asked about the issue with crossing and accessibility. Mr. Generous stated they are addressing it, but the shopping center is an issue. Commissioner Schwartz asked if the trees would be over the proposed deck. Mr. Generous stated the trees would be on the periphery. Commissioner Goff asked Mr. Generous to address the letter writer’s concern about underutilizing a primary location. Planning Director Maass stated the city approved a consultant 43 Planning Commission Minutes – June 6, 2023 3 study to address a downtown design study to ensure the space is used to the best of the opportunities. This application was submitted prior to this study, so it must be based on current ordinances. Chair Noyes asked if the city is completing this study if it would be best to wait on approving this application. Mr. Maass stated they are under a statuary 60-day requirement to act on this application unless there is a moratorium. This current study would not be applied retroactively. Chair Noyes stated they received three letters regarding this project with a variety of opinions. Mr. Maass stated Café Zupa has been a good partner and made changes to promote pedestrian- friendly areas. Commissioner Schwartz stated the current study will have to take this building into account when considering additional building or business opportunities in the future. Mr. Maass understood but needs to review the application based on current city ordinances. Vice-Chair Alto shared that this location is well set up for a drive-through. The restaurant is a healthier option as opposed to a fast-food restaurant. Commissioner Schwartz asked if there was a physical barrier between the patio and the parking lot. Mr. Maass stated they suggested Café Zupa add a patio and they discussed adding a fence or barrier since it is next to the drive-through. Commissioner Schwartz asked if the restaurant places the order at the drive-through and waits at a pick-up location for the food. Edgar Cepuritis, Vice President of Development for Café Zupa, shared about the mobile ordering and drive-through options. Café Zupa desires to get cars from the drive-through queue to holding spaces to serve guests efficiently. Commissioner Schwartz asked if the gray areas on the site plan review are parking spaces. Mr. Cepuritis stated that is the current layout. There is a barrier between the current parking lot and the drive-through area. Customers are exiting into traffic either from the east or the north. Commissioner Goff questioned if the signage was artistic and not commercial. Commissioner Goff stated that the logo is used by Café Zupa, so it is commercial. He requested to see the logo meet city requirements. Chair Noyes questioned if the image was just a strawberry if it would be viewed as artistic. Commissioner Soller asked about the precedent of approving similar artistic signage. Mr. Maass stated that each variance is unique and does not create precedent from a policy standpoint. Chair Noyes stated he does not think there will be negative consequences to approving the artistic signage for Café Zupa. Commissioner Goff asked if the lettering and strawberry would be raised. Mr. Generous stated that the image would be painted. 44 Planning Commission Minutes – June 6, 2023 4 Vice-Chair Alto stated the painting would not detract like plastic signage would. Commissioner Soller asked if there would be a requirement for maintenance. Mr. Generous stated they would be held to building maintenance ordinance. Commissioner Schwartz stated the traffic impact study provided referenced the Café Zupa building and a 3500 retail unit. He questioned what the retail unit would be. Mr. Cepuritis stated the traffic study was done in conjunction with earlier work, but is not currently planned for. Mr. Cepuritis stated citizens want a drive-through, which helped Café Zupa serve guests well during the COVID-19 pandemic. The new stores include a drive-through. Mr. Cepuritis thanked Mr. Generous and Mr. Maass for their time and work together. He stated there will be a fence area near the drive-through to block the headlights from 78th Street. Mr. Cepuritis shared information about the mural on the building. It states, “Good things happen in Chanhassen.” He asked commissioners what objects or images they can include on the mural that connects with Chanhassen. Mr. Cepuritis shared Café Zupa desires a high-quality building and plans to maintain the building. Mr. Cepuritis also shared that the spandrel windows are glass windows that you cannot look through. Commissioner Schwartz encouraged Café Zupa commercial designer to offer a local challenge to area graphic designers to submit ideas for the murals. Mr. Cepuritis stated the store would consider running a challenge through the school system. Commissioner Soller asked for an estimate of additional parking spaces. Mr. Cepuritis stated there is a net negative 20 parking spaces when accounting for the building. Commissioner Soller stated residents were concerned about parking spaces impacted by the building. Commissioner Schwartz asked about the plans to use green construction and renewable energy. Mr. Cepuritis stated Café Zupa is energy and environmentally conscious. There is no written policy in their company to incorporate green energy or environmentally conscious construction. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Soller stated there is a large sign at the parking lot that advertises Lunds & Byerlys. He asked if there would be additional signage for Café Zupa. Mr. Generous stated the structure is currently in place and the current management can determine the usage. Commissioner Johnson asked about the door being moved in the design and asked if this move was desired. The door provides access to employees delivering food out to vehicles in the drive- through lane. Mr. Maass shared this change aligns with code, which states the main entrance should face the primary street and secondary entrance to the side or rear. The door is required to be on the façade to align with code. The door with the vestibule would be the primary door. 45 Planning Commission Minutes – June 6, 2023 5 Commissioner Goff stated he approves of the sign, but requested to change the language in the application to state the sign is an artistic element to the storefront design. Commissioner Schwartz asked if the phrase “Nourish the Good Life” was a corporate slogan appearing on the letterhead or annual reports. Mr. Cepuritis stated the sign appeared on staff t- shirts. There is no copyright to this slogan and other individuals can use it. Commissioner Soller stated many individuals have different views of the development of downtown Chanhassen. He questioned what steps the city can take to increase pedestrian and motor traffic downtown safely and strategically. Vice-Chair Alto stated this is the goal of the Economic Development Commission. Commissioner Soller disagreed. Chairman Noyes shared when new concepts are being introduced, it is possible to create spaces from scratch. He noted the oldest part of the town is hard to develop with current businesses established. Mr. Maass shared the Planning Commission and Economic Development Commission will respond and react to active applications and future spaces. Commissioner Schwartz encouraged individuals to reference similar projects in other communities to consider what other neighboring towns are completing. Vice-Chair Alto moved, Commissioner Jobe seconded that the Chanhassen Board of Appeals and Adjustments approves Planning Case #2023-08 subject to the to the conditions of approval, and adopts the attached Findings of Fact and Decision, with the amendment to change the language of signage variance to artistic element. All voted in favor and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MAY 16, 2023 Commissioner Soller moved, Commissioner Schwartz seconded the approval of the summary Minutes of the Planning Commission meeting dated May 16, 2023 as presented. CITY COUNCIL ACTION UPDATE: Mr. Young-Walters stated the City Council approved the amendments presented before the Planning Commission at the last meeting except for the amendment for the use of pervious pavers in the shoreland. The engineering department is considering a more comprehensive look at this amendment. Chairman Noyes asked if the amendment would return to the Planning Commission. It was indicated that if there were substantive changes, it would return to the Planning Commission. 46 Planning Commission Minutes – June 6, 2023 6 ADJOURNMENT: Commissioner Schwartz moved 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 7:18 p.m. Submitted by Eric Maass Planning Director 47 City Council Item June 26, 2023 Item Receive Economic Development Commission Minutes dated May 9, 2023 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Amy Weidman, Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Economic Development Commission minutes dated May 9, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 48 Economic Development Commission Minutes dated May 9, 2023 49 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING May 9, 2023 Chairman Anderson called the meeting to order at 5:30 p.m. MEMBERS PRESENT: Chair Eric Anderson, Commissioners Duke Zurek, Chris Freeman, Stacy Goff, and Luke Bame. MEMBERS ABSENT: None. STAFF PRESENT: Samantha DiMaggio, Economic Development Manager and Eric Maass, Planning Director. PUBLIC PRESENT: None. Member Zurek moved; Member Bame seconded to approve the agenda. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: Approve Economic Development Commission Minutes Dated May 9, 2023. Member Freeman moved; Member Goff seconded to amend the minutes from April 11, 2023, noting that a member of the public was present for the meeting. Member Freeman moved; Member Zurek seconded to approve the Minutes of the Economic Development Commission meeting dated May 9, 2023. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: 1. Introduction of Eric Maass, Planning Director. Mr. Eric Maass, Director of Planning, introduced himself to the Economic Development Commission. 50 Economic Development Commission – February 14, 2023 2 DISCUSSION/GENERAL BUSINESS ITEMS: 1. Implementation of an Economic Development Commission Handbook To improve the onboarding process for new commissioners, a handbook was developed. It was recommended that the handbook be available in an online format instead of in a paper form. New policies and plans will be added as they are implemented. Member Zurek moved; Member Bame seconded to approve the EDC Handbook as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. DIRECTOR’S REPORT: Community Development Director DiMaggio noted recent business visits and gave an update on local development projects. ADJOURNMENT: Member Bame moved; Member Zurek seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Economic Development Commission meeting was adjourned the meeting at 6:57 p.m. Submitted by Samantha DiMaggio Economic Development Manager Prepared by Amy Weidman Administrative Support Specialist 51 City Council Item June 26, 2023 Item Receive Environmental Commission Minutes dated April 12, 2023 File No.Item No: D.5 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Environmental Commission minutes dated April 12, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 52 Environmental Commission Minutes dated April 12, 2023 53 1 Chanhassen Environmental Commission (EC) Chanhassen City Hall, Fountain Conference Room 6:00 pm April 12, 2023 Members Present: Kristin Fulkerson, Leslie Elhadi, Greg Hawks, Kaisa Buckholz, Scot Lacek, Julia Adams, Scott Grefe, Billy Cripe Members Absent: none Staff Present: Matt Unmacht, Assistant City Manager, Jamie Marsh, GreenCorps Member, Jenny Potter, Admin Support Specialist Visitors: One visitor (name unknown) Oaths of Office: Jenny Potter administered Oaths of Office to Leslie Elhadi and Billy Cripe. Elect Environmental Commission Chair and Vice-Chair Commissioners elected Scott Grefe as Chair and Greg Hawks as Vice-Chair. Adopt Environmental Commission Bylaws Bylaws were adopted as written. Minutes March minutes were approved. June Meeting Update Matt Unmacht will not be in town for the June 14 Environmental Commission meeting. Options for the June meeting would be to cancel, have it on June 14 without a staff member, or reschedule to a date that Matt can attend. The meeting was rescheduled for June 21, 2023, 6:00 pm at the East Water Treatment plant for a tour and a meeting afterward in the conference room located at the treatment plant. Finalize Arbor Day Event Plan The event will be held from 9-11 AM on May 6, 2023, at Bandimere Park. There will be yard tic-tac- toe, an Evergreen Identification game, Tree Riddles, milkweed seed bombs, and tree stump frisbee. A planting demo will be given for volunteers and then a map will be given out for where people should plant. Holes will be dug by city staff prior to the event for people to plant the trees. There have been postcards mailed to residents about the event and social media posts to let people know where and when the event is happening. The Commissioners will arrive at 8:30 am to help Jamie Marsh prepare for the event. Manuel Jordan, Environmental Resource Specialist will be assisting with the Arbor Day Event as well. 54 2 Select Arbor Day Poster Contest Winner Winners were selected. July 3rd Trade Fair Planning Environmental Commission has a table at the Trade Fair and there are activities and giveaways. This year the theme will be Sustainability. Environmentally friendly gardening and composting will be the focus for this year. Other Discussion Items: • The question was brought up if the Environmental Commission can assist with the Adopt-a- Drain program that the city has. Matt Unmacht will follow up and get back to the group on how they can help. • Clean Energy Resource Team, part of the Met Council, is having a clean energy resource event in the Metro Region. The event is May 24 in Shorewood. • The State Environmental Commission Regional Meeting will be at Ridgedale on May 20, 2023, from 9-12:30. • Hwy 5 project and chloride level – Riley Purgatory Bluff Creek Watershed does annual testing around Hwy 5, but the Minnehaha Creek Watershed is the group that would do additional testing when the highway is expanded. Commission Presentations: Kristin’s service as chair was commended and she was thanked by the Commission. Meeting adjourned at 7:14 pm Minutes prepared by Jenny Potter 55 City Council Item June 26, 2023 Item Approve Claims Paid dated June 26, 2023 File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council Approves Claims Paid dated June 26, 2023." 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 June 26, 2023: Total Claims $1,960,414.94 BUDGET RECOMMENDATION 56 ATTACHMENTS Payment Summary Payment Detail 57 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount POSTMASTER 05/31/2023 0.00 578.15 AMERICAN ENGINEERING TESTING 06/01/2023 0.00 526.19 American Family Life Assurance Company of Columbus 06/01/2023 0.00 124.80 ARAMARK Refreshment Services, LLC 06/01/2023 0.00 837.91 ASPEN MILLS 06/01/2023 0.00 871.10 Black Cherry Development, LLC 06/01/2023 0.00 1,095.50 Colonial Life & Accident Insurance Co 06/01/2023 0.00 128.46 Crystal Infosystems LLC 06/01/2023 0.00 262.00 EPIC EVENT RENTAL 06/01/2023 0.00 1,391.45 Festival Production Services 06/01/2023 0.00 1,300.00 GS DIRECT INC 06/01/2023 0.00 1,523.13 Indigo Signs 06/01/2023 0.00 500.00 Innovative Office Solutions LLC 06/01/2023 0.00 95.37 IUOE Local #49 06/01/2023 0.00 595.00 JENNIFER POTTER 06/01/2023 0.00 151.71 Lano Equipment 06/01/2023 0.00 6,500.00 Lawson Products, Inc. 06/01/2023 0.00 5.01 MINNESOTA WISCONSIN PLAYGROUND 06/01/2023 0.00 66,076.57 Minuteman Press 06/01/2023 0.00 29.00 MN NCPERS LIFE INSURANCE 06/01/2023 0.00 112.00 MN RECREATION & PARK ASSOC. 06/01/2023 0.00 85.00 MTI DISTRIBUTING INC 06/01/2023 0.00 1,122.79 NORTHLAND RECREATION LLC 06/01/2023 0.00 4,950.00 O'Reilly Automotive Inc 06/01/2023 0.00 71.17 PAUL PALMER 06/01/2023 0.00 114.00 Plan It Software, LLC 06/01/2023 0.00 800.00 Premium Waters, Inc 06/01/2023 0.00 4.32 Ready Watt Electric 06/01/2023 0.00 19,225.00 Shadywood Tree Experts and Landscaping 06/01/2023 0.00 5,673.75 SUBURBAN CHEVROLET 06/01/2023 0.00 316.25 Sun Life Financial 06/01/2023 0.00 3,419.99 TWIN CITY SEED CO. 06/01/2023 0.00 1,828.50 Universal Athletic Services, Inc. 06/01/2023 0.00 2,902.37 WATSON COMPANY 06/01/2023 0.00 2,209.39 WM MUELLER & SONS INC 06/01/2023 0.00 767.20 WSB & ASSOCIATES INC 06/01/2023 0.00 17,811.25 XCEL ENERGY INC 06/01/2023 0.00 13,910.22 ALEX AIR APPARATUS 2 LLC 06/08/2023 0.00 277.00 All Traffic Solutions 06/08/2023 0.00 3,000.00 Bjorn Cycling, LLC 06/08/2023 0.00 210.00 BOLTON & MENK INC 06/08/2023 0.00 3,792.46 CENTERPOINT ENERGY MINNEGASCO 06/08/2023 0.00 1,627.36 CENTURYLINK 06/08/2023 0.00 1,760.73 Chelsey Thomas 06/08/2023 0.00 50.00 Page 1 of 4 58 Vendor Name Check Date Void Checks Check Amount Christine Lea Pedretti 06/08/2023 0.00 1,207.70 Cintas Corporation No. 2 06/08/2023 0.00 97.51 Cleaning Solutions Services 06/08/2023 0.00 7,871.70 Clow Valve Company 06/08/2023 0.00 885.00 COLLEEN MARTINO 06/08/2023 0.00 17.62 Cory Weaver 06/08/2023 0.00 50.00 CUB FOODS 06/08/2023 0.00 19.96 CUSTOM POOLS 06/08/2023 0.00 500.00 CUT ABOVE INC 06/08/2023 0.00 1,200.00 Ellen Bastian 06/08/2023 0.00 150.00 EMERGENCY APPARATUS MAINT. INC 06/08/2023 0.00 987.59 Engel Water Testing Inc 06/08/2023 0.00 840.00 Enterprise FM Trust 06/08/2023 0.00 15,069.35 FACTORY MOTOR PARTS COMPANY 06/08/2023 0.00 109.85 Forms & Systems of Minnesota 06/08/2023 0.00 90.75 Fred Penteado 06/08/2023 0.00 364.00 GOPHER STATE ONE-CALL INC 06/08/2023 0.00 949.05 HANSEN THORP PELLINEN OLSON 06/08/2023 0.00 20,769.25 Homeworks Plumbing Heating Air 06/08/2023 0.00 262.48 Hoops & Threads LLC 06/08/2023 0.00 48.00 Indoor Landscapes Inc 06/08/2023 0.00 188.00 Innovative Office Solutions LLC 06/08/2023 0.00 87.99 Interstate All Battery Center 06/08/2023 0.00 233.30 JEFFERSON FIRE SAFETY INC 06/08/2023 0.00 371.39 Juli Al-Hilwani 06/08/2023 0.00 285.00 Juliane Tisch 06/08/2023 0.00 75.00 Kelsey Christy 06/08/2023 0.00 163.00 KENNEDY & GRAVEN, CHARTERED 06/08/2023 0.00 2,294.00 KIMLEY HORN AND ASSOCIATES INC 06/08/2023 0.00 1,783.75 Lano Equipment 06/08/2023 0.00 809.98 Lawson Products, Inc. 06/08/2023 0.00 311.25 Lennar 06/08/2023 0.00 32,250.00 Livit Site + Structure LLC 06/08/2023 0.00 1,500.00 Mansfield Oil Company 06/08/2023 0.00 22,610.95 Marc S. Mutchler 06/08/2023 0.00 750.00 McKenna & Michele Ewen 06/08/2023 0.00 2,500.00 Metronet Holdings, LLC 06/08/2023 0.00 55.63 Metropolitan Area Management Association 06/08/2023 0.00 50.00 METROPOLITAN COUNCIL 06/08/2023 0.00 209,343.98 MN VALLEY ELECTRIC COOP 06/08/2023 0.00 7,143.86 MTI DISTRIBUTING INC 06/08/2023 0.00 664.30 NAPA AUTO & TRUCK PARTS 06/08/2023 0.00 384.56 National Civic League 06/08/2023 0.00 375.00 NORTHWEST ASPHALT INC 06/08/2023 0.00 98,211.96 OPG-3, Inc 06/08/2023 0.00 21,157.00 Parts Alliance South 06/08/2023 0.00 134.58 Patrick Whelan 06/08/2023 0.00 50.00 Pine Products Inc 06/08/2023 0.00 1,950.00 Pitney Bowes Inc. 06/08/2023 0.00 237.98 Power Lift, Inc. 06/08/2023 0.00 100.14 PRECISE MRM LLC 06/08/2023 0.00 273.00 Premium Waters, Inc 06/08/2023 0.00 4.32 Rent N Save Portable Services 06/08/2023 0.00 2,735.04 Page 2 of 4 59 Vendor Name Check Date Void Checks Check Amount River's Edge Concrete 06/08/2023 0.00 1,406.25 Roxana or Joey Martin 06/08/2023 0.00 250.00 SHERWIN WILLIAMS 06/08/2023 0.00 224.38 SOUTHWEST NEWS MEDIA 06/08/2023 0.00 1,235.32 Southwest Rental & Sales 06/08/2023 0.00 90.00 Spectrum Screen Printing Inc 06/08/2023 0.00 560.54 Springbrook 06/08/2023 0.00 378.00 Standard Spring-Truck Suspension Parts 06/08/2023 0.00 1,632.39 Stephen Sundberg 06/08/2023 0.00 100.00 Steve Nordling 06/08/2023 0.00 100.00 Storms Welding & Mfg, Inc. 06/08/2023 0.00 393.42 Suzette Fahey 06/08/2023 0.00 35.00 TimeSaver Off Site Secretarial, Inc 06/08/2023 0.00 824.75 US Home Corporation 06/08/2023 0.00 1,500.00 Utility Logic LLC 06/08/2023 0.00 309.16 VALLEY-RICH CO INC 06/08/2023 0.00 7,755.66 VERIZON WIRELESS 06/08/2023 0.00 6,339.14 WM MUELLER & SONS INC 06/08/2023 0.00 1,007.20 WS & D PERMIT SERVICE 06/08/2023 0.00 120.00 WSB & ASSOCIATES INC 06/08/2023 0.00 58,735.41 XCEL ENERGY INC 06/08/2023 0.00 166.34 Zoe Erpelding 06/08/2023 0.00 200.00 Allegra Print & Imaging 06/15/2023 0.00 32.00 ALLSTREAM 06/15/2023 0.00 564.47 Anne Beckman 06/15/2023 0.00 440.00 BORDER STATES ELECTRIC SUPPLY 06/15/2023 0.00 309.22 BOUND TREE MEDICAL LLC 06/15/2023 0.00 579.51 BRAUN INTERTEC CORPORATION 06/15/2023 0.00 746.50 CAMPION BARROW & ASSOCIATES 06/15/2023 0.00 455.00 Carey Keavy 06/15/2023 0.00 600.00 Carver County 06/15/2023 0.00 1,036,086.00 CENTERPOINT ENERGY MINNEGASCO 06/15/2023 0.00 426.63 CenturyLink 06/15/2023 0.00 64.00 DEM-CON LANDFILL 06/15/2023 0.00 2,617.63 EMERGENCY AUTOMOTIVE TECH INC 06/15/2023 0.00 760.30 Environmental Equipment & Services Inc 06/15/2023 0.00 420.00 FASTENAL COMPANY 06/15/2023 0.00 10.11 Ferguson Enterprises, Inc. #1657 06/15/2023 0.00 32.98 Ferguson Waterworks #2518 06/15/2023 0.00 3,495.78 GRAYBAR 06/15/2023 0.00 271.14 HANSEN THORP PELLINEN OLSON 06/15/2023 0.00 313.50 Hartman Companies 06/15/2023 0.00 6,513.00 Health Strategies 06/15/2023 0.00 477.00 HealthPartners, Inc. 06/15/2023 0.00 86,855.67 Innovative Office Solutions LLC 06/15/2023 0.00 14.07 JEFFERSON FIRE SAFETY INC 06/15/2023 0.00 846.75 Joshua Theisen 06/15/2023 0.00 100.00 Juli Al-Hilwani 06/15/2023 0.00 75.00 KIMLEY HORN AND ASSOCIATES INC 06/15/2023 0.00 4,415.15 Knox Company 06/15/2023 0.00 4,557.00 Lennar 06/15/2023 0.00 5,650.00 Magney Construction, Inc. 06/15/2023 0.00 15,060.00 Marco Inc 06/15/2023 0.00 1,010.00 Page 3 of 4 60 Vendor Name Check Date Void Checks Check Amount McKenna & Michele Ewen 06/15/2023 0.00 2,600.00 MERLINS ACE HARDWARE 06/15/2023 0.00 1,436.83 Metropolitan Council, Env Svcs 06/15/2023 0.00 12,300.75 Midwest Aqua Care, Inc 06/15/2023 0.00 4,850.00 Minnesota Roadways Co 06/15/2023 0.00 409.40 Minnesota Safety Council 06/15/2023 0.00 667.00 MN DEPT OF LABOR AND INDUSTRY 06/15/2023 0.00 6,779.31 MN VALLEY ELECTRIC COOP 06/15/2023 0.00 245.23 MTI DISTRIBUTING INC 06/15/2023 0.00 973.60 Neil Klingelhutz 06/15/2023 0.00 28.50 PATCHIN MESSNER 06/15/2023 0.00 200.00 PAUL PALMER 06/15/2023 0.00 114.00 PILGRIM DRY CLEANERS 06/15/2023 0.00 446.06 Pine Products Inc 06/15/2023 0.00 261.00 Pitney Bowes Inc. 06/15/2023 0.00 105.00 PULLTABS PLUS INC 06/15/2023 0.00 292.59 RMB Environmental Laboratories Inc 06/15/2023 0.00 435.60 SAMUEL SAFFRIN 06/15/2023 0.00 100.00 Senja Inc 06/15/2023 0.00 374.40 SHERWIN WILLIAMS 06/15/2023 0.00 54.35 SOFTWARE HOUSE INTERNATIONAL 06/15/2023 0.00 374.28 TFORCE FINAL MILE 06/15/2023 0.00 64.19 Titan Energy Systems 06/15/2023 0.00 25,025.94 Val Roder 06/15/2023 0.00 150.00 VALLEY-RICH CO INC 06/15/2023 0.00 10,816.53 Victoria York 06/15/2023 0.00 50.00 Waste Management of Minnesota, Inc 06/15/2023 0.00 1,443.16 WATSON COMPANY 06/15/2023 0.00 1,018.35 WM MUELLER & SONS INC 06/15/2023 0.00 2,259.91 ZACK'S INC. 06/15/2023 0.00 170.72 Report Total:0.00 1,960,414.94 Page 4 of 4 61 AP Check Detail User: dwashburn Printed: 6/16/2023 4:00:52 PM Last Name Acct 1 Amount Check Date Description ALEX AIR APPARATUS 2 LLC 101-1220-4530 277.00 6/8/2023 CatEx 125 Sensor 277.00 6/8/2023 ALEX AIR APPARATUS 2 LLC 277.00 Al-Hilwani Juli 101-1530-4347 285.00 6/8/2023 Personal Training - 10 Pk - Dave Drealan 285.00 6/8/2023 Al-Hilwani Juli 101-1539-4343 75.00 6/15/2023 Pickleball Lessons 75.00 6/15/2023 Al-Hilwani Juli 360.00 All Traffic Solutions 101-1310-4120 3,000.00 6/8/2023 App, Traffic Suite (12mo), Equip Mgmt, Reporting, Image Mgmt 3,000.00 6/8/2023 All Traffic Solutions 3,000.00 Allegra Print & Imaging 101-1120-4110 32.00 6/15/2023 Guideline Vinyl Signs - Council Chambers 32.00 6/15/2023 Allegra Print & Imaging 32.00 ALLSTREAM 101-1160-4310 564.47 6/15/2023 Mitel Phone System Maintenance 7/18 - 8/17 AP - Check Detail (6/16/2023)Page 1 of 36 62 Last Name Acct 1 Amount Check Date Description 564.47 6/15/2023 ALLSTREAM 564.47 AMERICAN ENGINEERING TESTING 101-1310-4359 526.19 6/1/2023 Late Charge Per MN Statute 471.425 526.19 6/1/2023 AMERICAN ENGINEERING TESTING 526.19 American Family Life Assurance Company of Columbus 101-0000-2008 124.80 6/1/2023 May, 2023 124.80 6/1/2023 American Family Life Assurance Company of Columbus 124.80 ARAMARK Refreshment Services, LLC 101-1120-4110 612.07 6/1/2023 Caribou Blend K cup, Caribou Regular, Coffeemate Liq ARAMARK Refreshment Services, LLC 101-1120-4110 87.79 6/1/2023 Caribou Blend Kcup, CS Green Tea, Grindstone Sugar ARAMARK Refreshment Services, LLC 101-1120-4110 138.05 6/1/2023 Caribou Blend Kcup, Caribou Regular 837.91 6/1/2023 ARAMARK Refreshment Services, LLC 837.91 ASPEN MILLS 101-1220-4240 752.15 6/1/2023 M Smith - Uniform - Coat, Shirt, Tie Black Clip, Trouser Black W ASPEN MILLS 101-1220-4240 118.95 6/1/2023 J Van Asten - Patches, Collar Brass SW Shirt 871.10 6/1/2023 ASPEN MILLS 871.10 Bastian Ellen 720-7202-4130 150.00 6/8/2023 Tree Rebate 150.00 6/8/2023 AP - Check Detail (6/16/2023)Page 2 of 36 63 Last Name Acct 1 Amount Check Date Description Bastian Ellen 150.00 Beckman Anne 101-1560-4343 440.00 6/15/2023 Instructor Fee: 6 Sessions Class - Colored Pencil 440.00 6/15/2023 Beckman Anne 440.00 Bjorn Cycling, LLC 101-1539-4343 210.00 6/8/2023 3 hour class 210.00 6/8/2023 Bjorn Cycling, LLC 210.00 Black Cherry Development, LLC 420-1310-4545 1,095.50 6/1/2023 Erhart Farms Bituminous Patching of 96th St 1,095.50 6/1/2023 Black Cherry Development, LLC 1,095.50 BOLTON & MENK INC 720-6051-4300 455.10 6/8/2023 Chanhassen/2023 Street Rehab BOLTON & MENK INC 701-6051-4300 151.70 6/8/2023 Chanhassen/2023 Street Rehab BOLTON & MENK INC 700-6051-4300 417.16 6/8/2023 Chanhassen/2023 Street Rehab BOLTON & MENK INC 601-6051-4300 2,768.50 6/8/2023 Chanhassen/2023 Street Rehab 3,792.46 6/8/2023 BOLTON & MENK INC 3,792.46 BORDER STATES ELECTRIC SUPPLY 101-1350-4120 309.22 6/15/2023 Adv 71A575000 309.22 6/15/2023 BORDER STATES ELECTRIC SUPPLY 309.22 BOUND TREE MEDICAL LLC 101-1220-4142 579.51 6/15/2023 Curaplex Oxygen Nasal Cannula, Bandage Roll, Nasopharyngeal AP - Check Detail (6/16/2023)Page 3 of 36 64 Last Name Acct 1 Amount Check Date Description 579.51 6/15/2023 BOUND TREE MEDICAL LLC 579.51 BRAUN INTERTEC CORPORATION 420-1310-4546 746.50 6/15/2023 Pavement Evaluations 746.50 6/15/2023 BRAUN INTERTEC CORPORATION 746.50 CAMPION BARROW & ASSOCIATES 101-1220-4352 455.00 6/15/2023 Fire Services Testing - R Murphree 455.00 6/15/2023 CAMPION BARROW & ASSOCIATES 455.00 Carver County 101-1210-4505 72,050.50 6/15/2023 2023 Police Contract - 1st Half 2023 Carver County 101-1210-4504 964,035.50 6/15/2023 2023 Police Contract - 1st Half 2023 1,036,086.00 6/15/2023 Carver County 1,036,086.00 CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 139.53 6/8/2023 Monthly Service - 201 W79th St CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 23.26 6/8/2023 Monthly Service - 3900 Highway 7 CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 923.08 6/8/2023 Monthly Service - 7711 Kerber Blvd CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 21.88 6/8/2023 Monthly Service - 6930 Minnewashta Pkwy CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 22.61 6/8/2023 Monthly Service - 2323 Lake Lucy Rd CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 71.09 6/8/2023 Monthly Service - 1456 W 78th St CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 258.70 6/8/2023 Monthly Service - 7700 Market Blvd CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 167.21 6/8/2023 Monthly Service - 2100 Lake Harrison Rd 1,627.36 6/8/2023 CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 341.30 6/15/2023 7901 Park Pl CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 42.66 6/15/2023 7901 Park Pl CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 42.67 6/15/2023 7901 Park Pl AP - Check Detail (6/16/2023)Page 4 of 36 65 Last Name Acct 1 Amount Check Date Description 426.63 6/15/2023 CENTERPOINT ENERGY MINNEGASCO 2,053.99 CENTURYLINK 101-1550-4310 30.78 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1220-4310 0.74 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 700-0000-4310 6.15 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1312-4310 49.24 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1540-4310 61.82 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 700-7019-4310 215.69 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 701-0000-4310 6.15 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1190-4310 123.64 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1160-4325 125.74 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1160-4325 250.78 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1350-4310 30.78 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 700-0000-4310 15.51 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 101-1170-4310 828.20 6/8/2023 Monthly Service - May 21 - June 20 CENTURYLINK 701-0000-4310 15.51 6/8/2023 Monthly Service - May 21 - June 20 1,760.73 6/8/2023 CenturyLink 701-0000-4310 32.00 6/15/2023 Monthly Service - June 1 - June 30 CenturyLink 700-0000-4310 32.00 6/15/2023 Monthly Service - June 1 - June 30 64.00 6/15/2023 CenturyLink 1,824.73 Christy Kelsey 101-1638-3630 163.00 6/8/2023 Lake Ann Adventure Camp Refund 163.00 6/8/2023 Christy Kelsey 163.00 Cintas Corporation No. 2 700-0000-4510 24.38 6/8/2023 Comfort Strip, Antiseptic Wipes, Hydrogen Peroxide, Itch Relief Cintas Corporation No. 2 101-1550-4510 24.38 6/8/2023 Comfort Strip, Antiseptic Wipes, Hydrogen Peroxide, Itch Relief Cintas Corporation No. 2 101-1320-4510 24.38 6/8/2023 Comfort Strip, Antiseptic Wipes, Hydrogen Peroxide, Itch Relief Cintas Corporation No. 2 701-0000-4510 24.37 6/8/2023 Comfort Strip, Antiseptic Wipes, Hydrogen Peroxide, Itch Relief AP - Check Detail (6/16/2023)Page 5 of 36 66 Last Name Acct 1 Amount Check Date Description 97.51 6/8/2023 Cintas Corporation No. 2 97.51 Cleaning Solutions Services 700-0000-4511 62.10 6/8/2023 Chanhassen Public Works Cleaning Cleaning Solutions Services 701-0000-4511 62.10 6/8/2023 Chanhassen Public Works Cleaning Cleaning Solutions Services 101-1220-4511 248.40 6/8/2023 Chanhassen Fire Station #1 Cleaning Solutions Services 101-1190-4511 3,912.30 6/8/2023 Chanhassen Library Cleaning Cleaning Solutions Services 101-1312-4511 496.80 6/8/2023 Chanhassen Public Works Cleaning Cleaning Solutions Services 101-1170-4511 3,090.00 6/8/2023 Chanhassen City Hall Cleaning 7,871.70 6/8/2023 Cleaning Solutions Services 7,871.70 Clow Valve Company 700-0000-4550 885.00 6/8/2023 iHydrant 2023 Online Service Charge 885.00 6/8/2023 Clow Valve Company 885.00 Colonial Life & Accident Insurance Co 101-0000-2008 37.20 6/1/2023 May, 2023 Colonial Life & Accident Insurance Co 700-0000-2008 75.96 6/1/2023 May, 2023 Colonial Life & Accident Insurance Co 701-0000-2008 15.30 6/1/2023 May, 2023 128.46 6/1/2023 Colonial Life & Accident Insurance Co 128.46 Crystal Infosystems LLC 101-1120-4110 262.00 6/1/2023 Toner Finance Printer 262.00 6/1/2023 Crystal Infosystems LLC 262.00 CUB FOODS 101-1220-4142 19.96 6/8/2023 Cub water spring 32 pack AP - Check Detail (6/16/2023)Page 6 of 36 67 Last Name Acct 1 Amount Check Date Description 19.96 6/8/2023 CUB FOODS 19.96 CUSTOM POOLS 101-0000-2073 500.00 6/8/2023 Permit 2021-00362 - 8860 Reflections Rd 500.00 6/8/2023 CUSTOM POOLS 500.00 CUT ABOVE INC 101-1550-4300 1,200.00 6/8/2023 Tree Removal 1,200.00 6/8/2023 CUT ABOVE INC 1,200.00 DEM-CON LANDFILL 101-1320-4150 2,617.63 6/15/2023 Street Sweepings 2,617.63 6/15/2023 DEM-CON LANDFILL 2,617.63 EMERGENCY APPARATUS MAINT. INC 101-1220-4140 987.59 6/8/2023 Chrome Exterior Door Handle 987.59 6/8/2023 EMERGENCY APPARATUS MAINT. INC 987.59 EMERGENCY AUTOMOTIVE TECH INC 101-1550-4140 760.30 6/15/2023 Third Brake Light Mount 760.30 6/15/2023 EMERGENCY AUTOMOTIVE TECH INC 760.30 Engel Water Testing Inc 700-0000-4300 840.00 6/8/2023 May, 2023 water samples AP - Check Detail (6/16/2023)Page 7 of 36 68 Last Name Acct 1 Amount Check Date Description 840.00 6/8/2023 Engel Water Testing Inc 840.00 Enterprise FM Trust 400-0000-4810 349.39 6/8/2023 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4811 332.51 6/8/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4811 267.04 6/8/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 701-0000-4811 153.40 6/8/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 701-0000-2317 265.51 6/8/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 215.34 6/8/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4810 506.75 6/8/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4811 158.50 6/8/2023 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4810 606.69 6/8/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 642.68 6/8/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 701-0000-2317 324.96 6/8/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 600.43 6/8/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 700-0000-4811 153.40 6/8/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4811 332.66 6/8/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 203.78 6/8/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 327.55 6/8/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4811 333.44 6/8/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4810 442.75 6/8/2023 412 - 22 GMC Sier #25H28F Enterprise FM Trust 400-0000-4811 327.53 6/8/2023 134 - 22 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4810 602.14 6/8/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 700-0000-2317 324.96 6/8/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 700-0000-2317 265.52 6/8/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 192.02 6/8/2023 605 - 22 Ford Rand #25G25M Enterprise FM Trust 400-0000-4810 389.76 6/8/2023 605 - 22 Ford Rand #25G25M Enterprise FM Trust 400-0000-4811 355.56 6/8/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 371.72 6/8/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 186.46 6/8/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4811 333.41 6/8/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 626.50 6/8/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 602.06 6/8/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4811 191.92 6/8/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 198.68 6/8/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 701-0000-4811 99.77 6/8/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 522.76 6/8/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 600.70 6/8/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 231.09 6/8/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4810 523.09 6/8/2023 408 - 22 Chev Silv #25G89X AP - Check Detail (6/16/2023)Page 8 of 36 69 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 700-0000-4811 99.76 6/8/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 531.46 6/8/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4810 606.69 6/8/2023 134 - 22 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4810 472.24 6/8/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4811 196.77 6/8/2023 606 - 22 Ford Rang #25G23Z 15,069.35 6/8/2023 Enterprise FM Trust 15,069.35 Environmental Equipment & Services Inc 101-1320-4381 420.00 6/15/2023 TYMCO Training in Waco, TX 420.00 6/15/2023 Environmental Equipment & Services Inc 420.00 EPIC EVENT RENTAL 101-1600-4300 1,391.45 6/1/2023 Rental Equipment - Chairs 1,391.45 6/1/2023 EPIC EVENT RENTAL 1,391.45 Erpelding Zoe 101-0000-1027 200.00 6/8/2023 Concert Series Concessions 200.00 6/8/2023 Erpelding Zoe 200.00 Ewen McKenna & Michele 101-0000-2072 2,500.00 6/8/2023 As-Built - Permit 2021-03023 - 3850 Glendale Drive 2,500.00 6/8/2023 Ewen McKenna & Michele 101-0000-2073 2,600.00 6/15/2023 Erosion Control - Permit 2021-03023 - 3850 Glendale Drive 2,600.00 6/15/2023 Ewen McKenna & Michele 5,100.00 AP - Check Detail (6/16/2023)Page 9 of 36 70 Last Name Acct 1 Amount Check Date Description FACTORY MOTOR PARTS COMPANY 101-1550-4120 109.85 6/8/2023 Del 24S 109.85 6/8/2023 FACTORY MOTOR PARTS COMPANY 109.85 Fahey Suzette 101-1731-3636 35.00 6/8/2023 Outdoor Extravaganza Refund 35.00 6/8/2023 Fahey Suzette 35.00 FASTENAL COMPANY 101-1320-4120 10.11 6/15/2023 5/16 X 1 P EB 10.11 6/15/2023 FASTENAL COMPANY 10.11 Ferguson Enterprises, Inc. #1657 101-1550-4151 32.98 6/15/2023 3 PVC DWV Male Adpt, 1/2 Pt Megaloc thrd Sealant 32.98 6/15/2023 Ferguson Enterprises, Inc. #1657 32.98 Ferguson Waterworks #2518 700-0000-4120 243.57 6/15/2023 7-13 Adj Vlv Wrch, 4ft Curb BX Key, 8ft Gate Vlv T Hdl Key Ferguson Waterworks #2518 701-0000-4120 243.58 6/15/2023 7-13 Adj Vlv Wrch, 4ft Curb BX Key, 8ft Gate Vlv T Hdl Key Ferguson Waterworks #2518 700-0000-4550 40.49 6/15/2023 4 Cor HDPE Snap Tee, 5 1/4 vlv Bx lid Swr Ferguson Waterworks #2518 700-0000-4550 2,968.14 6/15/2023 3" Mach 10, 1 - 1/2 mach10 3,495.78 6/15/2023 Ferguson Waterworks #2518 3,495.78 Festival Production Services 101-1600-4300 1,300.00 6/1/2023 Deck System - Memorial Day Event 1,300.00 6/1/2023 AP - Check Detail (6/16/2023)Page 10 of 36 71 Last Name Acct 1 Amount Check Date Description Festival Production Services 1,300.00 Forms & Systems of Minnesota 101-1600-4240 90.75 6/8/2023 Apparel - Polos True Navy 90.75 6/8/2023 Forms & Systems of Minnesota 90.75 GOPHER STATE ONE-CALL INC 700-0000-4300 474.53 6/8/2023 May, 2023 Service calls GOPHER STATE ONE-CALL INC 701-0000-4300 474.52 6/8/2023 May, 2023 Service calls 949.05 6/8/2023 GOPHER STATE ONE-CALL INC 949.05 GRAYBAR 101-1350-4120 271.14 6/15/2023 Hid Ballast Kit 271.14 6/15/2023 GRAYBAR 271.14 GS DIRECT INC 101-1120-4110 1,523.13 6/1/2023 Toner & Paper for Eng Plotter 1,523.13 6/1/2023 GS DIRECT INC 1,523.13 HANSEN THORP PELLINEN OLSON 420-1310-4303 17,257.00 6/8/2023 Chanhassen Trail/Walk Improvements - Survey and Design HANSEN THORP PELLINEN OLSON 701-7025-4300 3,512.25 6/8/2023 Lift Station #3 Forcemain Replacement Survey 20,769.25 6/8/2023 HANSEN THORP PELLINEN OLSON 400-0000-1155 171.00 6/15/2023 2021 Chan Observation Service - Cunningham 2nd Addition HANSEN THORP PELLINEN OLSON 400-0000-1155 85.50 6/15/2023 2021 Chan Observation Service - Deer Haven HANSEN THORP PELLINEN OLSON 400-0000-1155 57.00 6/15/2023 2021 Chan Observation Service - Berrospid 313.50 6/15/2023 AP - Check Detail (6/16/2023)Page 11 of 36 72 Last Name Acct 1 Amount Check Date Description HANSEN THORP PELLINEN OLSON 21,082.75 Hartman Companies 720-7202-4130 6,513.00 6/15/2023 Tree Planting 6,513.00 6/15/2023 Hartman Companies 6,513.00 Health Strategies 101-1220-4352 477.00 6/15/2023 Medicial Exam, Drug Screen, Mask Fit - R Murphree 477.00 6/15/2023 Health Strategies 477.00 HealthPartners, Inc.701-0000-2012 2,132.12 6/15/2023 July Health - Single HealthPartners, Inc.700-0000-2013 432.71 6/15/2023 July Health - Dental HealthPartners, Inc.720-0000-2012 1,421.42 6/15/2023 July Health - Single HealthPartners, Inc.101-0000-2013 3,780.46 6/15/2023 July Health - Dental HealthPartners, Inc.101-0000-2012 1,776.22 6/15/2023 July Health - Family- Cobra HealthPartners, Inc.101-0000-2012 1,421.42 6/15/2023 July Health - Single - Cobra HealthPartners, Inc.101-0000-2012 29,139.11 6/15/2023 July Health - Single HealthPartners, Inc.701-0000-2013 341.63 6/15/2023 July Health - Dental HealthPartners, Inc.700-0000-2012 3,552.44 6/15/2023 July Health - Family HealthPartners, Inc.720-0000-2013 91.08 6/15/2023 July Health - Dental HealthPartners, Inc.101-0000-2013 136.66 6/15/2023 July Health - Dental - cobra HealthPartners, Inc.101-0000-2012 35,524.40 6/15/2023 July Health - Family HealthPartners, Inc.700-0000-2012 3,553.56 6/15/2023 July Health - Single HealthPartners, Inc.701-0000-2012 3,552.44 6/15/2023 July Health - Family 86,855.67 6/15/2023 HealthPartners, Inc. 86,855.67 Homeworks Plumbing Heating Air 101-0000-2022 1.71 6/8/2023 Duplicate Permit - 2023-00290 - 1680 Mayapple Pass Homeworks Plumbing Heating Air 101-1250-3306 134.34 6/8/2023 Duplicate Permit - 2023-00290 - 1680 Mayapple Pass Homeworks Plumbing Heating Air 101-0000-2033 126.43 6/8/2023 Paid Twice - Permit 2023-00297 - 1680 Mayapple Pass 262.48 6/8/2023 AP - Check Detail (6/16/2023)Page 12 of 36 73 Last Name Acct 1 Amount Check Date Description Homeworks Plumbing Heating Air 262.48 Hoops & Threads LLC 701-0000-4240 24.00 6/8/2023 Custom Embroidery - Utility Dept - Apparel & Hat Hoops & Threads LLC 700-0000-4240 24.00 6/8/2023 Custom Embroidery - Utility Dept - Apparel & Hat 48.00 6/8/2023 Hoops & Threads LLC 48.00 Indigo Signs 101-1220-4120 500.00 6/1/2023 Reflective Graphics for helmets 500.00 6/1/2023 Indigo Signs 500.00 Indoor Landscapes Inc 101-1170-4300 188.00 6/8/2023 June Plant Service 188.00 6/8/2023 Indoor Landscapes Inc 188.00 Innovative Office Solutions LLC 101-1120-4110 95.37 6/1/2023 Paper, Flag 95.37 6/1/2023 Innovative Office Solutions LLC 101-1120-4110 87.99 6/8/2023 Envelope, Paper 87.99 6/8/2023 Innovative Office Solutions LLC 101-1120-4110 14.07 6/15/2023 Pad 14.07 6/15/2023 Innovative Office Solutions LLC 197.43 Interstate All Battery Center 101-1220-4120 233.30 6/8/2023 1.5 Alk AA 24, 1.5 ALk C 12, 1.5 ALK D 12, 18 Sal Ins AP - Check Detail (6/16/2023)Page 13 of 36 74 Last Name Acct 1 Amount Check Date Description 233.30 6/8/2023 Interstate All Battery Center 233.30 IUOE Local #49 101-0000-2004 385.00 6/1/2023 PR Batch 00402.06.2023 Local 49 dues IUOE Local #49 700-0000-2004 170.49 6/1/2023 PR Batch 00402.06.2023 Local 49 dues IUOE Local #49 701-0000-2004 39.51 6/1/2023 PR Batch 00402.06.2023 Local 49 dues 595.00 6/1/2023 IUOE Local #49 595.00 JEFFERSON FIRE SAFETY INC 101-1220-4260 371.39 6/8/2023 Holmatro Cover Strap Edge Protection 371.39 6/8/2023 JEFFERSON FIRE SAFETY INC 101-1220-4260 846.75 6/15/2023 Fire Hooks Pro Bar 30" Halligan 846.75 6/15/2023 JEFFERSON FIRE SAFETY INC 1,218.14 Keavy Carey 101-1620-4345 600.00 6/15/2023 Summer Concert Series 600.00 6/15/2023 Keavy Carey 600.00 KENNEDY & GRAVEN, CHARTERED 605-6502-4300 2,294.00 6/8/2023 Acquisition of Right of Way CR 101 2,294.00 6/8/2023 KENNEDY & GRAVEN, CHARTERED 2,294.00 KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 525.00 6/8/2023 Private Dev Field Observation KIMLEY HORN AND ASSOCIATES INC 605-6502-4300 1,131.37 6/8/2023 Th 101 Reconstruction KIMLEY HORN AND ASSOCIATES INC 605-6503-4300 127.38 6/8/2023 Th 101 Reconstruction AP - Check Detail (6/16/2023)Page 14 of 36 75 Last Name Acct 1 Amount Check Date Description 1,783.75 6/8/2023 KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 3,050.15 6/15/2023 Market Boulevard KIMLEY HORN AND ASSOCIATES INC 210-0000-4300 1,365.00 6/15/2023 Metronet Support Services 4,415.15 6/15/2023 KIMLEY HORN AND ASSOCIATES INC 6,198.90 Klingelhutz Neil 101-1766-4341 28.50 6/15/2023 6/8 Softball Umpire 28.50 6/15/2023 Klingelhutz Neil 28.50 Knox Company 201-0000-4705 4,557.00 6/15/2023 KeySecure 5, 1 MKEY, Mounting Bracket 4,557.00 6/15/2023 Knox Company 4,557.00 Lano Equipment 400-0000-4705 6,500.00 6/1/2023 PFKS 60" pipe carriage pallet forks 6,500.00 6/1/2023 Lano Equipment 101-1550-4120 809.98 6/8/2023 Stihl Brushcutter 809.98 6/8/2023 Lano Equipment 7,309.98 Lawson Products, Inc.101-1370-4120 5.01 6/1/2023 Yellow Valve Action Paint Marker 5.01 6/1/2023 Lawson Products, Inc.101-1550-4120 311.25 6/8/2023 Flat Washer, Mini Cut off Wheel AP - Check Detail (6/16/2023)Page 15 of 36 76 Last Name Acct 1 Amount Check Date Description 311.25 6/8/2023 Lawson Products, Inc. 316.26 Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-06308 - 1914 Fathers Song Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-00595 - 2129 Paisley Path Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-01741 - 2177 Paisley Path Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-01102 - 7157 Purple Parkway Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-01494 - 7190 Alphabet Street Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-03844 - 7118 Alphabet Street Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 6890 Ruby Lane Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 10129 Trails End Road Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 7021 Mill Creek Lane Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 4110 Kings Road Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 2091 Pinehurst Drive Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 2231 Hunter Drive Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 6915 Lake Harrison Circle Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 2081 Pinehurst Drive Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 2101 Pinehurst Drive Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 4171 Kings Road Lennar 101-0000-2072 1,500.00 6/8/2023 As-Built - 6895 Topaz Drive Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-01099 - 7143 Alphabet Street Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-06100 - 1925 Fathers Song Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-04328 - 7182 Purple Parkway Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-05031 - 7053 Pearl Drive Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-05439 - 7041 Pearl Drive Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-04036 - 7217 Purple Parkway Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-05347 - 1913 Father Song Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-04760 - 7194 Purple Parkway Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2022-00144 - 1926 Fathers Song Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-02988 - 7169 Purple Parkway Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-00596 - 1976 Paisley Path Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-04135 - 7202 Alphabet Street Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-03179 - 2093 Paisley Path Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-02372 - 7179 Alphabet Street Lennar 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-03588 - 2117 Paisley Path 32,250.00 6/8/2023 Lennar 101-0000-2073 1,600.00 6/15/2023 Erosion Control - Permit 2021-04135 - 7202 Alphabet Street Lennar 101-0000-2073 2,550.00 6/15/2023 Erosion Control - Permit 2021-05225 - 7028 Pearl Dr AP - Check Detail (6/16/2023)Page 16 of 36 77 Last Name Acct 1 Amount Check Date Description Lennar 101-0000-2073 250.00 6/15/2023 Erosion Control - Permit 2022-03296 - 7148 Pearl Dr Lennar 101-0000-2073 250.00 6/15/2023 Erosion Control - Permit 2020-04054 - 2090 Paisley Path Lennar 101-0000-2073 250.00 6/15/2023 Erosion Control - Permit 2022-00356 - 1937 Fathers Song Lennar 101-0000-2073 250.00 6/15/2023 Erosion Control - Permit 2020-04053 - 7300 Rogers Court Lennar 101-0000-2073 250.00 6/15/2023 Erosion Control - Permit 2020-02679 - 7347 Paisley Ct Lennar 101-0000-2073 250.00 6/15/2023 Erosion Control - Permit 2020-04055 - 2042 Paisley Path 5,650.00 6/15/2023 Lennar 37,900.00 Livit Site + Structure LLC 101-0000-2073 1,500.00 6/8/2023 Permit 2021-04231 - 6287 Chaska Road - Erosion Control 1,500.00 6/8/2023 Livit Site + Structure LLC 1,500.00 Magney Construction, Inc.700-7025-4751 15,060.00 6/15/2023 West Water Treatment Plant Radon Ventilation System 15,060.00 6/15/2023 Magney Construction, Inc. 15,060.00 Mansfield Oil Company 101-1370-4170 11,752.29 6/8/2023 Dyed B20 ULS2 Clean 365 Mansfield Oil Company 101-1370-4170 10,858.66 6/8/2023 Conv 87 Oct E-10 22,610.95 6/8/2023 Mansfield Oil Company 22,610.95 Marco Inc 720-0000-4410 50.50 6/15/2023 Rental Equipment - Copier/printer Marco Inc 101-1170-4410 757.50 6/15/2023 Rental Equipment - Copier/printer Marco Inc 700-0000-4410 101.00 6/15/2023 Rental Equipment - Copier/printer Marco Inc 701-0000-4410 101.00 6/15/2023 Rental Equipment - Copier/printer 1,010.00 6/15/2023 AP - Check Detail (6/16/2023)Page 17 of 36 78 Last Name Acct 1 Amount Check Date Description Marco Inc 1,010.00 Martin Roxana or Joey 101-0000-2073 250.00 6/8/2023 Erosion Control - Permit 2022-02614 - 4107 Red Oak Ln 250.00 6/8/2023 Martin Roxana or Joey 250.00 MARTINO COLLEEN 101-1120-4110 17.62 6/8/2023 Paper Plates 17.62 6/8/2023 MARTINO COLLEEN 17.62 MERLINS ACE HARDWARE 700-0000-4550 15.96 6/15/2023 Splice Phone, Buff Splice Red, Great Stuff G&C MERLINS ACE HARDWARE 700-7043-4150 11.96 6/15/2023 Hose Clamp MERLINS ACE HARDWARE 700-0000-4260 53.48 6/15/2023 Craftsman Pro Toolbox, Socket/Ratch Set MERLINS ACE HARDWARE 101-1550-4410 45.58 6/15/2023 Tray Saw Folding Stand, Diamond Blade MERLINS ACE HARDWARE 700-7043-4510 7.38 6/15/2023 Trap Strap, Dish Soap MERLINS ACE HARDWARE 101-1220-4370 59.42 6/15/2023 Fasteners MERLINS ACE HARDWARE 101-1540-4130 27.97 6/15/2023 Quick Clean Disnf, Zep Air/FBRC MERLINS ACE HARDWARE 700-7043-4120 10.33 6/15/2023 Weedclear Nrth, Fasteners MERLINS ACE HARDWARE 101-1550-4510 25.57 6/15/2023 Socket Adptr, Toggle Bolt MERLINS ACE HARDWARE 101-1550-4260 23.99 6/15/2023 Blade Recip 8" MERLINS ACE HARDWARE 101-1550-4151 200.91 6/15/2023 Pipe PVC, Elbow 90 PVC, Couple PVC, Cement MERLINS ACE HARDWARE 101-1530-4130 20.98 6/15/2023 Staple Gun, Staples MERLINS ACE HARDWARE 701-0000-4150 10.59 6/15/2023 Spraypaint MERLINS ACE HARDWARE 101-1220-4530 4.99 6/15/2023 Prec Scrw Torx MERLINS ACE HARDWARE 101-1550-4120 466.36 6/15/2023 Torch Rcip Blvd 9", Duct Tape, Paint, Nozzle Holder, LED MERLINS ACE HARDWARE 700-0000-4150 46.27 6/15/2023 Spraypaint, Killer Ant Terro, Wire 18 Sld MERLINS ACE HARDWARE 101-1220-4142 64.94 6/15/2023 Biting Insect Replent, Ace Bag 33 gal MERLINS ACE HARDWARE 101-1550-4530 123.42 6/15/2023 Drive Shaft, Drive Tube Assembly, Chain Sprocket MERLINS ACE HARDWARE 700-0000-4120 35.08 6/15/2023 Black Vinyl Adhv, Fasteners MERLINS ACE HARDWARE 101-1310-4120 99.17 6/15/2023 Fasteners, Duct Tape MERLINS ACE HARDWARE 101-1220-4260 28.99 6/15/2023 Trufuel 4 cycle 110 oz MERLINS ACE HARDWARE 701-0000-4260 53.49 6/15/2023 Craftsman Pro Toolbox / Socket/Ratch Set 1,436.83 6/15/2023 AP - Check Detail (6/16/2023)Page 18 of 36 79 Last Name Acct 1 Amount Check Date Description MERLINS ACE HARDWARE 1,436.83 Metronet Holdings, LLC 700-7043-4310 55.63 6/8/2023 Monthly Service - 06/01/23 - 06/30/23 55.63 6/8/2023 Metronet Holdings, LLC 55.63 Metropolitan Area Management Association 101-1120-4370 25.00 6/8/2023 May, 25 Luncheon - L Hokkanen Metropolitan Area Management Association 101-1120-4370 25.00 6/8/2023 May, 25 Luncheon - M Unmacht 50.00 6/8/2023 Metropolitan Area Management Association 50.00 METROPOLITAN COUNCIL 701-0000-4509 209,343.98 6/8/2023 Waste Water 209,343.98 6/8/2023 METROPOLITAN COUNCIL 209,343.98 Metropolitan Council, Env Svcs 101-1250-3816 -124.25 6/15/2023 May, 2023 SAC Metropolitan Council, Env Svcs 701-0000-2023 12,425.00 6/15/2023 May, 2023 SAC 12,300.75 6/15/2023 Metropolitan Council, Env Svcs 12,300.75 Midwest Aqua Care, Inc 101-1550-4300 1,100.00 6/15/2023 Lotus Lake Beach & Carver Beach Park Midwest Aqua Care, Inc 101-1550-4300 2,980.00 6/15/2023 Lk Ann Park & Greenwood Shores Park Midwest Aqua Care, Inc 101-1550-4300 770.00 6/15/2023 Minnewashta Pkwy, Round House Park 4,850.00 6/15/2023 Midwest Aqua Care, Inc 4,850.00 Minnesota Roadways Co 101-1320-4157 409.40 6/15/2023 Slow Set Asphalt Emulsion AP - Check Detail (6/16/2023)Page 19 of 36 80 Last Name Acct 1 Amount Check Date Description 409.40 6/15/2023 Minnesota Roadways Co 409.40 Minnesota Safety Council 101-1560-4343 184.00 6/15/2023 DDC 8hr Class - May 16 - 17 Minnesota Safety Council 101-1560-4343 483.00 6/15/2023 DDC 4 hr Class - 5.25.23 667.00 6/15/2023 Minnesota Safety Council 667.00 MINNESOTA WISCONSIN PLAYGROUND 401-0000-4706 66,076.57 6/1/2023 Park Equipment Replacement - Lotus Lake Park 66,076.57 6/1/2023 MINNESOTA WISCONSIN PLAYGROUND 66,076.57 Minuteman Press 101-1120-4110 29.00 6/1/2023 Business Cards - E Maass 29.00 6/1/2023 Minuteman Press 29.00 MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 6,917.66 6/15/2023 May, 2023 Surcharge MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -138.35 6/15/2023 May, 2023 Surcharge 6,779.31 6/15/2023 MN DEPT OF LABOR AND INDUSTRY 6,779.31 MN NCPERS LIFE INSURANCE 101-0000-2037 112.00 6/1/2023 PR Batch 00402.06.2023 NCPERS-Life Insurance 112.00 6/1/2023 MN NCPERS LIFE INSURANCE 112.00 AP - Check Detail (6/16/2023)Page 20 of 36 81 Last Name Acct 1 Amount Check Date Description MN RECREATION & PARK ASSOC.101-1800-4341 85.00 6/1/2023 USSSA Umpire Registration - Palmer 85.00 6/1/2023 MN RECREATION & PARK ASSOC. 85.00 MN VALLEY ELECTRIC COOP 101-1350-4320 130.55 6/8/2023 Monthly Service - Bandimere Park Lights MN VALLEY ELECTRIC COOP 101-1350-4320 44.34 6/8/2023 Monthly Service - Kiowa Trl & St Hwy 101 Lights MN VALLEY ELECTRIC COOP 101-1350-4320 101.06 6/8/2023 Monthly Service - 2151 Lyman Blvd MN VALLEY ELECTRIC COOP 101-1350-4320 5,755.98 6/8/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 101-1600-4320 48.36 6/8/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 101-1350-4320 40.84 6/8/2023 Monthly Service - Bluff Crk & Audubon Rd MN VALLEY ELECTRIC COOP 101-1350-4320 39.15 6/8/2023 Monthly Service - 96th St & St Hwy 101 Lights MN VALLEY ELECTRIC COOP 700-0000-4320 179.39 6/8/2023 Monthly Service - Hwy 101/Pionr Trl Signl MN VALLEY ELECTRIC COOP 101-1350-4320 170.41 6/8/2023 Monthly Service - Bluff Crk Blvd Lights MN VALLEY ELECTRIC COOP 701-0000-4320 633.78 6/8/2023 Monthly Service - Hwy 101/Pionr Trl Signl 7,143.86 6/8/2023 MN VALLEY ELECTRIC COOP 101-1350-4320 245.23 6/15/2023 Monthly Service - County Rd 61 & St Hwy 101 Lights 245.23 6/15/2023 MN VALLEY ELECTRIC COOP 7,389.09 MTI DISTRIBUTING INC 101-1550-4151 1,086.15 6/1/2023 P-220 Globe/Angle Valve MTI DISTRIBUTING INC 101-1550-4151 36.64 6/1/2023 4" Flange Sch 80 Slip, 4" non-asbestos full face 1,122.79 6/1/2023 MTI DISTRIBUTING INC 101-1550-4151 664.30 6/8/2023 Flow Sensor 3" PVC 664.30 6/8/2023 MTI DISTRIBUTING INC 101-1550-4120 953.85 6/15/2023 filter, Tie Rod, Ball Joint, bushing MTI DISTRIBUTING INC 101-1550-4120 19.75 6/15/2023 Tie Rod, Seal Oil 973.60 6/15/2023 AP - Check Detail (6/16/2023)Page 21 of 36 82 Last Name Acct 1 Amount Check Date Description MTI DISTRIBUTING INC 2,760.69 Mutchler Marc S.101-1620-4345 750.00 6/8/2023 Summer Concert Series - 06/08/2023 750.00 6/8/2023 Mutchler Marc S. 750.00 NAPA AUTO & TRUCK PARTS 101-1550-4140 28.48 6/8/2023 Rocker NAPA AUTO & TRUCK PARTS 101-1550-4120 106.40 6/8/2023 Oil Filter, Air Filter NAPA AUTO & TRUCK PARTS 101-1550-4120 10.91 6/8/2023 Carburetor Kit NAPA AUTO & TRUCK PARTS 101-1550-4120 -126.06 6/8/2023 Oil Filter, Outer Tie Rod Return NAPA AUTO & TRUCK PARTS 101-1220-4120 21.96 6/8/2023 Premium Performance 80W NAPA AUTO & TRUCK PARTS 101-1320-4120 8.73 6/8/2023 Htr Hose NAPA AUTO & TRUCK PARTS 101-1250-4140 31.46 6/8/2023 Gold Oil Filter NAPA AUTO & TRUCK PARTS 101-1250-4140 7.79 6/8/2023 Cabin Air Filter NAPA AUTO & TRUCK PARTS 101-1550-4140 14.70 6/8/2023 Running Lamp Relay NAPA AUTO & TRUCK PARTS 101-1550-4140 9.52 6/8/2023 Pump Relay NAPA AUTO & TRUCK PARTS 101-1550-4120 253.13 6/8/2023 Gold Oil Filter, LED Minitures NAPA AUTO & TRUCK PARTS 101-1320-4120 -0.22 6/8/2023 Gold Oil Filter NAPA AUTO & TRUCK PARTS 101-1220-4140 17.76 6/8/2023 Gold Oil Filter 384.56 6/8/2023 NAPA AUTO & TRUCK PARTS 384.56 National Civic League 101-1110-4360 375.00 6/8/2023 Membership - L Hokkanen 375.00 6/8/2023 National Civic League 375.00 Nordling Steve 700-7204-4901 100.00 6/8/2023 Waterwise Rebate - Clothes Washer 100.00 6/8/2023 Nordling Steve 100.00 AP - Check Detail (6/16/2023)Page 22 of 36 83 Last Name Acct 1 Amount Check Date Description NORTHLAND RECREATION LLC 401-0000-4706 4,950.00 6/1/2023 Wood Fiber - Roundhouse Park 4,950.00 6/1/2023 NORTHLAND RECREATION LLC 4,950.00 NORTHWEST ASPHALT INC 420-1310-4545 98,211.96 6/8/2023 Pothole Patching 98,211.96 6/8/2023 NORTHWEST ASPHALT INC 98,211.96 OPG-3, Inc 101-1160-4212 21,157.00 6/8/2023 Laserfiche Avante to Enterprise Upgrade 21,157.00 6/8/2023 OPG-3, Inc 21,157.00 O'Reilly Automotive Inc 700-0000-4140 30.30 6/1/2023 Gpower Plug O'Reilly Automotive Inc 101-1250-4140 31.14 6/1/2023 Sand Paper O'Reilly Automotive Inc 101-1220-4140 19.46 6/1/2023 Seal Beam O'Reilly Automotive Inc 101-1220-4140 -9.73 6/1/2023 Seal Beam - return 71.17 6/1/2023 O'Reilly Automotive Inc 71.17 PALMER PAUL 101-1766-4341 114.00 6/1/2023 Softball Umpire - 4 games 114.00 6/1/2023 PALMER PAUL 101-1766-4341 114.00 6/15/2023 Softball Umpire - 4 games 114.00 6/15/2023 PALMER PAUL 228.00 Parts Alliance South 101-1320-4140 -270.52 6/8/2023 Cam Spring AP - Check Detail (6/16/2023)Page 23 of 36 84 Last Name Acct 1 Amount Check Date Description Parts Alliance South 101-1320-4140 150.86 6/8/2023 Chamber 24L Parts Alliance South 101-1320-4140 75.16 6/8/2023 Air Valve Parts Alliance South 101-1320-4140 179.08 6/8/2023 Long Stroke Pggybck 134.58 6/8/2023 Parts Alliance South 134.58 PATCHIN MESSNER 605-6502-4300 200.00 6/15/2023 Th 101 - CSAH 61 to CSAH 14 200.00 6/15/2023 PATCHIN MESSNER 200.00 Pedretti Christine Lea 101-1539-4343 1,207.70 6/8/2023 Gentle Yoga, Vinyasa Yoga, Mat Pilates 1,207.70 6/8/2023 Pedretti Christine Lea 1,207.70 Penteado Fred 601-6046-4300 364.00 6/8/2023 Reimbursement for Sprinkler repair 364.00 6/8/2023 Penteado Fred 364.00 PILGRIM DRY CLEANERS 101-1220-4300 446.06 6/15/2023 May, 2023 laundry service 446.06 6/15/2023 PILGRIM DRY CLEANERS 446.06 Pine Products Inc 101-1550-4150 650.00 6/8/2023 Yards Cedar Pine Products Inc 101-1550-4150 650.00 6/8/2023 Yards Cedar Pine Products Inc 101-1550-4150 650.00 6/8/2023 Yards Cedar 1,950.00 6/8/2023 AP - Check Detail (6/16/2023)Page 24 of 36 85 Last Name Acct 1 Amount Check Date Description Pine Products Inc 101-1220-4152 261.00 6/15/2023 Mulch 261.00 6/15/2023 Pine Products Inc 2,211.00 Pitney Bowes Inc.101-1120-4110 237.98 6/8/2023 Red Ink Cartridge 237.98 6/8/2023 Pitney Bowes Inc.101-1120-4410 105.00 6/15/2023 Postage Meter Rental 105.00 6/15/2023 Pitney Bowes Inc. 342.98 Plan It Software, LLC 101-1160-4228 800.00 6/1/2023 License Renewal - Capital Planning Software 800.00 6/1/2023 Plan It Software, LLC 800.00 POSTMASTER 700-1130-4330 231.26 5/31/2023 Utility Statements POSTMASTER 701-1130-4330 231.26 5/31/2023 Utility Statements POSTMASTER 720-1130-4330 115.63 5/31/2023 Utility Statements 578.15 5/31/2023 POSTMASTER 578.15 POTTER JENNIFER 101-1120-4380 151.71 6/1/2023 IIMC & MMCI Conference Mileage 151.71 6/1/2023 POTTER JENNIFER 151.71 Power Lift, Inc.101-1320-4120 100.14 6/8/2023 Hyd Hose Lift Cylinder AP - Check Detail (6/16/2023)Page 25 of 36 86 Last Name Acct 1 Amount Check Date Description 100.14 6/8/2023 Power Lift, Inc. 100.14 PRECISE MRM LLC 101-1320-4310 273.00 6/8/2023 2023-04 Subscription 273.00 6/8/2023 PRECISE MRM LLC 273.00 Premium Waters, Inc 101-1550-4120 4.32 6/1/2023 Monthly Service - May, 2023 4.32 6/1/2023 Premium Waters, Inc 101-1550-4120 4.32 6/8/2023 Monthly Service - June, 2023 4.32 6/8/2023 Premium Waters, Inc 8.64 PULLTABS PLUS INC 101-1560-4130 208.90 6/15/2023 Bingo Supplies PULLTABS PLUS INC 101-1560-4130 83.69 6/15/2023 Dauber Dabbin Fever 292.59 6/15/2023 PULLTABS PLUS INC 292.59 Ready Watt Electric 402-4020-4751 14,320.00 6/1/2023 Battery Boxes Siren #3, #4, #7, #8 Ready Watt Electric 402-4020-4705 4,905.00 6/1/2023 Siren Maintenance 19,225.00 6/1/2023 Ready Watt Electric 19,225.00 Rent N Save Portable Services 101-1550-4410 2,735.04 6/8/2023 Portable Restrooms AP - Check Detail (6/16/2023)Page 26 of 36 87 Last Name Acct 1 Amount Check Date Description 2,735.04 6/8/2023 Rent N Save Portable Services 2,735.04 River's Edge Concrete 401-0000-4706 742.50 6/8/2023 RE 3000 footing NAE River's Edge Concrete 401-0000-4706 663.75 6/8/2023 RE 3000 footing NAE 1,406.25 6/8/2023 River's Edge Concrete 1,406.25 RMB Environmental Laboratories Inc 720-0000-4300 217.80 6/15/2023 Inflationary Surcharge RMB Environmental Laboratories Inc 720-0000-4300 217.80 6/15/2023 Inflationary Surcharge 435.60 6/15/2023 RMB Environmental Laboratories Inc 435.60 Roder Val 101-1560-4343 150.00 6/15/2023 Chair Yoga 150.00 6/15/2023 Roder Val 150.00 SAFFRIN SAMUEL 700-7204-4901 100.00 6/15/2023 Waterwise Rebate - Dishwasher 100.00 6/15/2023 SAFFRIN SAMUEL 100.00 Senja Inc 101-1539-4343 374.40 6/15/2023 Tai Chi Instruction 374.40 6/15/2023 Senja Inc 374.40 AP - Check Detail (6/16/2023)Page 27 of 36 88 Last Name Acct 1 Amount Check Date Description Shadywood Tree Experts and Landscaping 720-7202-4300 5,673.75 6/1/2023 Trees Prune 5,673.75 6/1/2023 Shadywood Tree Experts and Landscaping 5,673.75 SHERWIN WILLIAMS 101-1320-4154 224.38 6/8/2023 Tip Latxrac, Guard RAC 224.38 6/8/2023 SHERWIN WILLIAMS 101-1320-4150 54.35 6/15/2023 5 Gal Stainer Elastic 54.35 6/15/2023 SHERWIN WILLIAMS 278.73 SOFTWARE HOUSE INTERNATIONAL 101-1160-4219 374.28 6/15/2023 Windows 11 Pro License 374.28 6/15/2023 SOFTWARE HOUSE INTERNATIONAL 374.28 SOUTHWEST NEWS MEDIA 101-1310-4336 84.48 6/8/2023 Legal Notice - Case 2023-07 SOUTHWEST NEWS MEDIA 101-1420-4336 34.56 6/8/2023 Legal - Plan Case 2023-10 SOUTHWEST NEWS MEDIA 101-1420-4336 53.76 6/8/2023 Legal Notice - Planning Commission SOUTHWEST NEWS MEDIA 101-1420-4336 34.56 6/8/2023 Legal - Plan Case 2023-09 SOUTHWEST NEWS MEDIA 101-1110-4336 38.40 6/8/2023 Legal Notice - Ord No 708 Amending SOUTHWEST NEWS MEDIA 101-1420-4336 34.56 6/8/2023 Legal - Plan Case 2023-08 SOUTHWEST NEWS MEDIA 101-1600-4340 291.20 6/8/2023 Preprints Inserts SOUTHWEST NEWS MEDIA 101-1110-4336 234.24 6/8/2023 Legal Notice - Ordinance 707 SOUTHWEST NEWS MEDIA 101-1613-4340 395.00 6/8/2023 Display SOUTHWEST NEWS MEDIA 101-1420-4336 34.56 6/8/2023 Legal Notice - Planning Case 2023 1,235.32 6/8/2023 SOUTHWEST NEWS MEDIA 1,235.32 Southwest Rental & Sales 101-1320-4120 90.00 6/8/2023 Repair Labor Line AP - Check Detail (6/16/2023)Page 28 of 36 89 Last Name Acct 1 Amount Check Date Description 90.00 6/8/2023 Southwest Rental & Sales 90.00 Spectrum Screen Printing Inc 101-1250-4240 353.04 6/8/2023 Hoody, Polo, Pocket Tee Spectrum Screen Printing Inc 101-1250-4240 207.50 6/8/2023 Hanes Tee, Pocket Polo 560.54 6/8/2023 Spectrum Screen Printing Inc 560.54 Springbrook 701-1130-4307 126.00 6/8/2023 Billing Restructure Hours Springbrook 700-1130-4307 126.00 6/8/2023 Billing Restructure Hours Springbrook 720-1130-4307 126.00 6/8/2023 Billing Restructure Hours 378.00 6/8/2023 Springbrook 378.00 Standard Spring-Truck Suspension Parts 101-1320-4140 1,539.62 6/8/2023 Spg, Front Steling, Spring Pin Standard Spring-Truck Suspension Parts 101-1320-4140 92.77 6/8/2023 Spring Pin 1,632.39 6/8/2023 Standard Spring-Truck Suspension Parts 1,632.39 Storms Welding & Mfg, Inc.101-1370-4530 66.40 6/8/2023 Labor, Repair Hoist Parts Storms Welding & Mfg, Inc.101-1320-4530 327.02 6/8/2023 Labor, Repair, bucket Truck 393.42 6/8/2023 Storms Welding & Mfg, Inc. 393.42 SUBURBAN CHEVROLET 700-0000-4140 -41.69 6/1/2023 Clamp & Seal Return SUBURBAN CHEVROLET 101-1550-4140 -9.08 6/1/2023 Slinger Return SUBURBAN CHEVROLET 101-1310-4140 18.99 6/1/2023 Handle SUBURBAN CHEVROLET 101-1310-4140 348.03 6/1/2023 Pad, Cover AP - Check Detail (6/16/2023)Page 29 of 36 90 Last Name Acct 1 Amount Check Date Description 316.25 6/1/2023 SUBURBAN CHEVROLET 316.25 Sun Life Financial 700-0000-2037 106.97 6/1/2023 Life Insurance - June, 2023 Sun Life Financial 101-0000-2011 35.20 6/1/2023 Life Insurance - June, 2023 - Cobra Sun Life Financial 101-0000-2015 1,266.64 6/1/2023 LTD - June, 2023 Sun Life Financial 720-0000-2011 18.20 6/1/2023 Life Insurance - June, 2023 Sun Life Financial 700-0000-2015 91.63 6/1/2023 LTD - June, 2023 Sun Life Financial 101-0000-2011 636.65 6/1/2023 Life Insurance - June, 2023 Sun Life Financial 701-0000-2011 29.95 6/1/2023 Life Insurance - June, 2023 Sun Life Financial 720-0000-2015 36.07 6/1/2023 LTD - June, 2023 Sun Life Financial 101-0000-2037 986.06 6/1/2023 Life Insurance - June, 2023 Sun Life Financial 701-0000-2015 59.49 6/1/2023 LTD - June, 2023 Sun Life Financial 700-0000-2011 46.16 6/1/2023 Life Insurance - June, 2023 Sun Life Financial 700-0000-2037 106.97 6/1/2023 Life Insurance - June, 2023 3,419.99 6/1/2023 Sun Life Financial 3,419.99 Sundberg Stephen 700-7204-4901 100.00 6/8/2023 Waterwise Rebate - Toilet 100.00 6/8/2023 Sundberg Stephen 100.00 TFORCE FINAL MILE 101-1420-4300 64.19 6/15/2023 Delivery Service - Campbell Knutson 64.19 6/15/2023 TFORCE FINAL MILE 64.19 Theisen Joshua 700-7204-4901 100.00 6/15/2023 Waterwise Rebate - Dishwasher 100.00 6/15/2023 AP - Check Detail (6/16/2023)Page 30 of 36 91 Last Name Acct 1 Amount Check Date Description Theisen Joshua 100.00 Thomas Chelsey 700-7204-4901 50.00 6/8/2023 Smart Irrigation Controller - Waterwise Rebate 50.00 6/8/2023 Thomas Chelsey 50.00 TimeSaver Off Site Secretarial, Inc 101-1125-4300 824.75 6/8/2023 Meeting - City Council, Planning Commission, Park Commission 824.75 6/8/2023 TimeSaver Off Site Secretarial, Inc 824.75 Tisch Juliane 720-7202-4130 75.00 6/8/2023 Tree Rebate 75.00 6/8/2023 Tisch Juliane 75.00 Titan Energy Systems 701-7025-4704 12,512.97 6/15/2023 Winco 175KW Model DR175F4 Titan Energy Systems 700-7025-4704 12,512.97 6/15/2023 Winco 175KW Model DR175F4 25,025.94 6/15/2023 Titan Energy Systems 25,025.94 TWIN CITY SEED CO.101-1320-4150 457.12 6/1/2023 Sun/Shade Lawn Seed Mix, Wood Mulch Logs, Straw Blanket TWIN CITY SEED CO.700-0000-4150 457.12 6/1/2023 Sun/Shade Lawn Seed Mix, Wood Mulch Logs, Straw Blanket TWIN CITY SEED CO.701-0000-4150 457.13 6/1/2023 Sun/Shade Lawn Seed Mix, Wood Mulch Logs, Straw Blanket TWIN CITY SEED CO.720-7207-4150 457.13 6/1/2023 Sun/Shade Lawn Seed Mix, Wood Mulch Logs, Straw Blanket 1,828.50 6/1/2023 TWIN CITY SEED CO. 1,828.50 Universal Athletic Services, Inc.101-1616-4240 724.95 6/1/2023 Hats - Playground Leader AP - Check Detail (6/16/2023)Page 31 of 36 92 Last Name Acct 1 Amount Check Date Description Universal Athletic Services, Inc.101-1125-4260 90.00 6/1/2023 Hats - Communications Universal Athletic Services, Inc.101-1616-4240 1,275.05 6/1/2023 Tee Shirt, Sweatshirt, Long Sleeve Tee - Playground Uniforms Universal Athletic Services, Inc.101-1540-4240 200.00 6/1/2023 Tee Shirt, Sweatshirt, Long Sleeve Tee - Concessions Universal Athletic Services, Inc.101-1616-4240 31.52 6/1/2023 Legacy Cool Fit - Playground Leader Uniforms Hats Universal Athletic Services, Inc.101-1530-4240 580.85 6/1/2023 Tee Shirt, Sweatshirt, Long Sleeve Tee - Rec Center Uniforms 2,902.37 6/1/2023 Universal Athletic Services, Inc. 2,902.37 US Home Corporation 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-04224 - 7269 Pearl Drive US Home Corporation 101-0000-2075 750.00 6/8/2023 Landscape - Permit 2021-04527 - 7257 Pearl Drive 1,500.00 6/8/2023 US Home Corporation 1,500.00 Utility Logic LLC 700-0000-4120 154.58 6/8/2023 EZ T-Probe - Steel Rod with Red PVC coated handle Utility Logic LLC 701-0000-4120 154.58 6/8/2023 EZ T-Probe - Steel Rod with Red PVC coated handle 309.16 6/8/2023 Utility Logic LLC 309.16 VALLEY-RICH CO INC 701-0000-4553 7,755.66 6/8/2023 7801 Audubon Rd - Labor, Machine Delivery, Excavator 7,755.66 6/8/2023 VALLEY-RICH CO INC 701-0000-4553 10,816.53 6/15/2023 Repair - 205 Trappers Pass 10,816.53 6/15/2023 VALLEY-RICH CO INC 18,572.19 VERIZON WIRELESS 101-1540-4310 40.01 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 720-0000-4310 497.72 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 700-0000-4310 125.11 6/8/2023 Monthly Service - acct nbr 342004716-00002 VERIZON WIRELESS 101-1310-4310 219.45 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1312-4310 485.95 6/8/2023 Monthly Service - acct nbr 342004716-00001 AP - Check Detail (6/16/2023)Page 32 of 36 93 Last Name Acct 1 Amount Check Date Description VERIZON WIRELESS 101-1420-4310 41.11 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1520-4310 51.87 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1110-4310 40.01 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 701-0000-4310 587.93 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 700-0000-4310 903.66 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1220-4310 683.86 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-0000-2033 41.11 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1125-4310 41.11 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1250-4310 950.74 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1320-4310 237.54 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1550-4310 432.45 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1160-4310 138.33 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1170-4310 46.11 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1600-4310 128.33 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 701-0000-4310 125.11 6/8/2023 Monthly Service - acct nbr 342004716-00002 VERIZON WIRELESS 101-1370-4310 89.19 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1120-4310 391.34 6/8/2023 Monthly Service - acct nbr 342004716-00001 VERIZON WIRELESS 101-1530-4310 41.10 6/8/2023 Monthly Service - acct nbr 342004716-00001 6,339.14 6/8/2023 VERIZON WIRELESS 6,339.14 Waste Management of Minnesota, Inc 720-7202-4329 84.52 6/15/2023 Monthly Service - 1801 Lyman Blvd Waste Management of Minnesota, Inc 701-0000-4329 17.12 6/15/2023 Monthly Service - 7901 Park Pl Waste Management of Minnesota, Inc 700-0000-4329 17.12 6/15/2023 Monthly Service - 7901 Park Pl Waste Management of Minnesota, Inc 101-1170-4329 148.71 6/15/2023 Monthly Service - 7700 Market Blvd Waste Management of Minnesota, Inc 101-1190-4329 326.02 6/15/2023 Monthly Service - 7711 Kerber Blvd Waste Management of Minnesota, Inc 101-1550-4329 608.53 6/15/2023 Monthly Service - 7901 Park Pl Waste Management of Minnesota, Inc 101-1312-4329 136.99 6/15/2023 Monthly Service - 7901 Park Pl Waste Management of Minnesota, Inc 101-1220-4329 104.15 6/15/2023 Monthly Service - 7610 Laredo Dr 1,443.16 6/15/2023 Waste Management of Minnesota, Inc 1,443.16 WATSON COMPANY 101-1540-4130 2,209.39 6/1/2023 Concession Stands Supplies - Candy, Snacks, Beverages 2,209.39 6/1/2023 WATSON COMPANY 101-1540-4130 1,018.35 6/15/2023 Candy & Snacks AP - Check Detail (6/16/2023)Page 33 of 36 94 Last Name Acct 1 Amount Check Date Description 1,018.35 6/15/2023 WATSON COMPANY 3,227.74 Weaver Cory 700-7204-4901 50.00 6/8/2023 Waterwise Rebate - Smart Irrigation Controller 50.00 6/8/2023 Weaver Cory 50.00 Whelan Patrick 700-7204-4901 50.00 6/8/2023 Waterwise Rebate - Smart Irrigation Controller 50.00 6/8/2023 Whelan Patrick 50.00 WM MUELLER & SONS INC 101-1320-4157 767.20 6/1/2023 Virgin Fine 767.20 6/1/2023 WM MUELLER & SONS INC 101-1320-4150 560.00 6/8/2023 3/8 Virgin Fine WM MUELLER & SONS INC 101-1320-4157 447.20 6/8/2023 3/8 Virgin Fine 1,007.20 6/8/2023 WM MUELLER & SONS INC 101-1320-4157 433.38 6/15/2023 1/4 Virgin Sand WM MUELLER & SONS INC 700-0000-4150 40.00 6/15/2023 Lundquist Cy WM MUELLER & SONS INC 700-0000-4550 320.00 6/15/2023 Lundquist Cy WM MUELLER & SONS INC 101-1320-4157 334.80 6/15/2023 1/4 Virgin Sand WM MUELLER & SONS INC 700-0000-4150 424.00 6/15/2023 Lundquist Cy WM MUELLER & SONS INC 101-1320-4157 707.73 6/15/2023 1/4 Vigin Sand 2,259.91 6/15/2023 WM MUELLER & SONS INC 4,034.31 WS & D PERMIT SERVICE 101-1250-3301 120.00 6/8/2023 Permit Refund - 2023-01095 - 7221 Sierra Ct AP - Check Detail (6/16/2023)Page 34 of 36 95 Last Name Acct 1 Amount Check Date Description 120.00 6/8/2023 WS & D PERMIT SERVICE 120.00 WSB & ASSOCIATES INC 720-0000-4300 8,922.75 6/1/2023 2023 Water Resources Support Services WSB & ASSOCIATES INC 720-0000-4300 1,120.00 6/1/2023 1811 Lake Lucy Ln Wetland Violation WSB & ASSOCIATES INC 720-7025-4300 3,498.75 6/1/2023 2022 Pond Maintenance Project WSB & ASSOCIATES INC 720-0000-4300 3,827.75 6/1/2023 2023 Water Resources Support Services WSB & ASSOCIATES INC 720-7025-4300 82.00 6/1/2023 2021 Pond Maintenance Project WSB & ASSOCIATES INC 720-0000-4300 360.00 6/1/2023 1811 Lake Lucy Ln Wetland Violation 17,811.25 6/1/2023 WSB & ASSOCIATES INC 601-6040-4300 14,307.88 6/8/2023 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 601-6140-4701 58.40 6/8/2023 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 601-6040-4701 58.39 6/8/2023 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 700-6040-4300 693.55 6/8/2023 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 601-6140-4300 42,923.63 6/8/2023 Galpin Blvd Improvement Project WSB & ASSOCIATES INC 701-6040-4300 693.56 6/8/2023 Galpin Blvd Improvement Project 58,735.41 6/8/2023 WSB & ASSOCIATES INC 76,546.66 XCEL ENERGY INC 101-1350-4320 27.23 6/1/2023 Monthly Service - Pedestrian Flashers XCEL ENERGY INC 700-7043-4320 6,692.49 6/1/2023 Monthly Service - WWTP XCEL ENERGY INC 101-1350-4320 26.11 6/1/2023 Monthly Service - 1701 Valley Ridge Trl, 1591 Heron Dr XCEL ENERGY INC 101-1312-4320 1,740.30 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal XCEL ENERGY INC 101-1220-4320 973.36 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal XCEL ENERGY INC 101-1120-1193 37.60 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal XCEL ENERGY INC 101-1550-4320 -254.27 6/1/2023 Monthly Service - Parks XCEL ENERGY INC 101-1540-4320 1,535.96 6/1/2023 Monthly Service - Parks XCEL ENERGY INC 101-1600-4320 212.41 6/1/2023 Monthly Service - Park Shelter XCEL ENERGY INC 700-0000-4320 -616.24 6/1/2023 Monthly Service - Lift Stations XCEL ENERGY INC 101-1600-4320 105.89 6/1/2023 Monthly Service - Parks XCEL ENERGY INC 700-7019-4320 3,553.64 6/1/2023 Monthly Service - EWTP XCEL ENERGY INC 101-1190-4320 -242.13 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal XCEL ENERGY INC 701-0000-4320 217.54 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal XCEL ENERGY INC 700-0000-4320 217.54 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal XCEL ENERGY INC 101-1170-4320 -902.20 6/1/2023 Monthly Service - Fire Station, Library, City Hall, Old town Hal AP - Check Detail (6/16/2023)Page 35 of 36 96 Last Name Acct 1 Amount Check Date Description XCEL ENERGY INC 701-0000-4320 584.99 6/1/2023 Monthly Service - Lift Stations 13,910.22 6/1/2023 XCEL ENERGY INC 101-1350-4320 28.95 6/8/2023 Monthly Service - 9000 Audubon Signal Lights XCEL ENERGY INC 101-1600-4320 33.80 6/8/2023 Monthly Service - 7599 Minnewashta Pkwy XCEL ENERGY INC 700-0000-4320 95.69 6/8/2023 Monthly Service - 6431 Hazeltine Blvd XCEL ENERGY INC 101-1350-4320 7.90 6/8/2023 Monthly Service - 1532 Lyman Blvd 166.34 6/8/2023 XCEL ENERGY INC 14,076.56 York Victoria 101-1320-4150 50.00 6/15/2023 Mailbox Repair 50.00 6/15/2023 York Victoria 50.00 ZACK'S INC.101-1320-4120 170.72 6/15/2023 Steel General Purpose Shovel #2 170.72 6/15/2023 ZACK'S INC. 170.72 1,960,414.94 AP - Check Detail (6/16/2023)Page 36 of 36 97 City Council Item June 26, 2023 Item Authorize Equipment Purchase - Trailer Mounted Vactor File No.N/A Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Alison Albrecht, Public Works Support Specialist Reviewed By Charlie Burke SUGGESTED ACTION "The Chanhassen City Council authorizes the purchase of a Trailer Mounted Vactor." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY The city currently has a full-sized Vactor truck, but due to its size, weight, and maneuvering capabilities, it cannot access all of our infrastructure that requires routine and/or emergency cleaning/jetting/excavating. The trailer-mounted unit will allow a light-duty pickup truck to pull it to the needed location. This will primarily be used for sewer lift stations and manholes near the lakes that do not have adequate access via the larger Vactor truck. The city has borrowed and rented tow-behind Vactor/Jetter units in the past. However, the general need for them is in emergency situations where we can't rely on the availability of other units. This piece of equipment is in the 5-year CIP for purchase in 2023. BACKGROUND N/A 98 DISCUSSION N/A BUDGET The Streets Division of the Public Works Department solicited quotes for a Trailer Mounted Vactor. Two (2) quotes were returned, as summarized below. Ditch Witch was the low quote and is recommended for purchase. CIP Project No. F-397 has $150,000 budgeted for this purchase. Vendor Quote Ditch Witch HX75A $141,500.00 Vermeer VX75-500 $174,106.72 RECOMMENDATION Staff recommends Council authorization of the identified equipment purchase. ATTACHMENTS Quotes CIP# F-397 99 Taxes are an estimate at time of quotation. Actual tax will be calculated at time of invoicing. If this is a tax exempt transaction, please provide tax exempt certificate or leasing details. EQUIPMENT QUOTE DITCH WITCH OF MINNESOTA & IOWA 12826 EMERY WAY SHAKOPEE, MN 55379-8300 +1 952-445-3066 https://ditchwitchmnia.com/ United States City of Chanhassen Date 05/12/2023 7901 Park Pl Quote 74233 Chanhassen, MN 55317-9237 Valid Until 06/11/2023 United States Account 100153069 Josh Girard +1 952-227-1363 jgirard@chanhassenmn.gov Prepared by: Maxwell Busher 952-221-4177 mbusher@dwmn.com Product Description Qty Unit Price Line Total HX75A HX75A 1 $ 123,561.00 $ 123,561.00 INSTALL- CHARGE Installation Charge 7 $ 0.00 $ 0.00 025-1038 VT17 500 GAL HEAVY TRAILER 1 $ 14,650.00 $ 14,650.00 4" Hose 4in Hose (Per Foot) 24 $ 14.00 $ 336.00 4'x4" PVC Extension 4 ft x 4 in PVC Extension 2 $ 75.00 $ 150.00 4" Male Coupler 4" Male Coupler 4 $ 35.00 $ 140.00 4" Female Coupler 4" Female Coupler 4 $ 70.00 $ 280.00 50' Pressure Hose 50' Pressure Hose (Couplers) 1 $ 175.00 $ 175.00 150-2625 Prospector Nozzle 2 $ 269.00 $ 538.00 401-0295 Standard Turbo Nozzle 1 $ 65.00 $ 65.00 AW21-13 Prospector Gun 1 $ 33.00 $ 33.00 100 Taxes are an estimate at time of quotation. Actual tax will be calculated at time of invoicing. If this is a tax exempt transaction, please provide tax exempt certificate or leasing details. Notes AW40-51 Foregrip Digging Lance 1 $ 11.00 $ 11.00 48" Lance Extension 48" Lance Extension 1 $ 22.00 $ 22.00 36" Lance Extension 36" Lance Extension 1 $ 19.00 $ 19.00 Reaper Nozzle HydraFlex Reaper Jetting Nozzle (3/8") 2 $ 760.00 $ 1,520.00 $141,500.00 Max 2023 Pricing Includes powered boom, heater, water air gap, trailer toolbox, traffic cone holder No jetter quoted No auxiliary hydraulics quoted Additional accessories quoted - Pressure hose includes couplers - Additional hose and PVC extensions don't include couplers but couplers are quoted under it Jetting nozzle quoted to connect to pressure hose * Working on locking ends Equipment Subtotal $141,500.00 Quote Total $141,500.00 101 Investment Proposal (Quote) RDO Equipment Co. 1675 126 Street West Burnsville (VM) MN, 55337 Phone: (952) 890-6144 - Fax: (952) 882-2980 Proposal for: CITY OF CHANHASSEN 7700 MARKET BLVD PO BOX 147 CHANHASSEN, MN, 55317 CARVER Investment Proposal Date: Pricing Valid Until: Deal Number: Customer Account#: Account Manager: Phone: Fax: Email: 3/30/2023 4/13/2023 1644412 1900053 Christopher Conrad (507) 282-8888 (507) 387-1838 CConrad@rdoequipment.com Comments SOURCEWELL CONTRACT: Public Utility 110421-VRM Member ID #:25666 Due to volatility in the supply chain and delayed lead times, equipment will be capped at a price increase of 4% per quarter between the PO being placed and delivery. Price increases are currently determined on a quarterly basis on April 1, July 1 and Oct. 1. Members should consult with local dealer on the estimated delivery. Equipment Information Quantity Serial Number Stock Number Hours (approx.) Status / Year / Make / Model Additional Items Cash Price 1 TBD TBD 0 New 2023 VERMEER VX75-500 $152,227.31 VX75J1055 VX75-500 JETTER (14K GVWR) VX75J2050 VX75 5IN BOOM HYD ROT VX75J3520 VX75 HYD JACK VX75J4120 ECO75 AUX. HYDRAULICS 8 GPM AT 2K PSI VX75J4131 VX75 BLOCK HEATER VX75J4151 VX75 QUICK FILL 125 GAL VX75J4175 VX75 6 IN. DRAIN VALVE CAP ASSY. VX75J4831 VX75 300K BTU HOT BOX VX75J4841 VX75 500 GAL WATER RECIRCULATION VX75J5600 VX75 1 PC - 5 FT. (ONE-MAN) 4-NOZZLE DIG TOOL Freight in Freight & Prep $3,612.14 Other Estimated Price Increase for Jan 2024 (+ 16%)$18,267.27 Equipment Subtotal:$174,106.72 Purchase Order Totals Balance:$174,106.72 Total Taxable Amount:$0.00 MN STATE TAX:$0.00 MN SPECIAL TAX:$0.00 Sales Tax Total:$0.00 Sub Total:$174,106.72 Cash with Order:$0.00 Balance Due:$174,106.72 D1644412 Page 1 of 1 102 6/15/23, 8:14 AM Capital Request | FY 2023 Preliminary https://city-chanhassen-mn-budget-book.cleargov.com/7417/capital-request/48173/view 1/3 ⎙ Budget Book Last Updated 03/02/23 Equipment - Trailer Mounted Vactor Overview Request Owner Charlie Howley, PW Director/City Engineer Department Sanitary Sewer Gen Operations Type Capital Equipment Project Number F-397 Description Purchase of a trailer-mounted Vactor unit.  Includes hot water steamer. The City currently has a full-sized Vactor truck, but due to its size, weight, and maneuvering capabilities, it cannot access all of our infrastructure that requires routine and/or emergency cleaning/jetting. The trailer-mounted unit will allow a light-duty pickup truck to pull it to the needed location. This will primarily be used for lift stations and manholes near the lakes that do not have adequate access via the larger Vactor truck. The City has borrowed and rented tow-behind Vactor/Jetter units in the past. However, the general need for them is in emergency situations where we can't rely on the availability of other units. Details New Purchase or Replacement New   w Fund Summaries Funding Sources General Fund Departments & Divisions Capital Improvements Debt〈 City of Chanhassen powered by (H T T P S ://C L E A R G O V.C O M ) 103 6/15/23, 8:14 AM Capital Request | FY 2023 Preliminary https://city-chanhassen-mn-budget-book.cleargov.com/7417/capital-request/48173/view 2/3 Spreadsheet Breakdown 〉 Capital Cost FY2023 Budget $150,000 Total Budget (all years) $150K Project Total $150K Capital Cost by Year Equipment 2023 $150,000.00 $0 $40K $80K $120K Capital Cost for Budgeted Years TOTAL $150,000.00 Equipment (100%)$150,000.00  City of Chanhassen powered by (H T T P S ://C L E A R G O V.C O M ) 104 6/15/23, 8:14 AM Capital Request | FY 2023 Preliminary https://city-chanhassen-mn-budget-book.cleargov.com/7417/capital-request/48173/view 3/3 powered by 2023 ClearGov, Inc. (https://cleargov.com) info@cleargov.com (mailto:info@cleargov.com) About (https://cleargov.com/about) Terms & Privacy (https://cleargov.com/terms-and-conditions) Select Language ▼ Spreadsheet Breakdown 〉 Funding Sources FY2023 Budget $150,000 Total Budget (all years) $150K Project Total $150K Funding Sources by Year Fleet Capital - Fund 400 Utility Fund - Sewer Utility Fund - SW Mgmt 2023 $150,000.00 $0 $40K $80K $120K Funding Sources for Budgeted Years TOTAL $150,000.00 Fleet Capital - Fund 400 (33%)$50,000.00 Utility Fund - Sewer (33%)$50,000.00 Utility Fund - SW Mgmt (33%)$50,000.00 City of Chanhassen powered by (H T T P S ://C L E A R G O V.C O M ) 105 City Council Item June 26, 2023 Item Approve Temporary Modification of the Licensed Premises to serve Beer in the Hackamore Brewing Company Parking Lot Area File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION “The Chanhassen City Council approves a temporary modification to the licensed premises of Hackamore Brewing Company to include the parking lot area on the east side of the building, as shown in the attached map, for the purpose of serving beer during the Summer Fest Event scheduled for Saturday, July 15, 2023, between the hours of 12:00 p.m. and 8:00 p.m." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY Hackamore Brewing Company has submitted a Special Event Permit Application to hold a Summer Fest outdoor event on their property on Saturday, July 15, 2023 between 12:00 p.m. and 80:00 p.m. As part of the event, the Brewery is requesting the expansion of their licensed premises to include the parking lot area on the east side of the building. City Council approval is required for this request. BACKGROUND Hackamore Brewing Company currently holds a Brewer off-sale and an on-sale and Sunday Brewer Taproom liquor license. The licensed premises currently consists of the building and the proposed outdoor patio once it has been constructed. In order to provide an outdoor area for the event and to serve alcohol in the parking lot on July 15, 2023, Hackamore Brewing Company is requesting that the City 106 Council grant a temporary modification to expand the licensed premises to include the east parking lot area as shown in the attached map. DISCUSSION In order to expand liquor service beyond the current licensed premises, Hackamore Brewing Company is requesting the City Council grant a temporary modification to the licensed premises to include the east parking lot as shown on the attached map with the following conditions: 1. The applicant must apply for and receive a permit through the temporary outdoor event ordinance from the City for the expanded seating area. 2. The applicant must provide a specific diagram of the area in which the temporary modification to the licensed premises is to occur. The diagram must indicate how the area will be physically enclosed and the location of tables, chairs, food and beverage stations, and any other important features. 3. The applicant must submit proof of the necessary liquor liability insurance coverage for the expanded serving area. The applicant has met all of the required conditions. BUDGET RECOMMENDATION Staff recommends that the City Council approve Hackamore Brewing Company's request to expand the licensed premises to include the east portion of the parking lot as shown on the attached map. ATTACHMENTS Location Map Certificate of Liquor Liability Insurance 107 t t1, I a. -\ B It J t.'r rl-f (D L a #"+1 r r,l 0 h i .4 \ ),; At,. t.n16 l '{ \ 7 \ 108 ACORD'\--' HACKA-2 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lf the certificate holder is an ADDTTIONAL INSURED, the policy(ies) must have ADDITIO lf SUBROGATION lS WAIVED, subject to the terms and conditions of the policy, certain policies may this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). NAL INSURED provisions or be endorsed. require an endorsement. A statement on fiRilI+ct Josh Havlik lit. No).9s2469-1881952469-5502PHONE (AJC, No, Ext): .com rNsuRER a, Cincinnati lnsurance Co 10677 PRODUCER Miller Hartwig lnsurance P-O. Box 1177 20960 Holyoke Avenue Lakeville, MN 550/t4 Josh Havlik 952-469-5502 42376rNsuRER B.AmTrust Financial Services lnc INSURER C : INSI.JRER D : INSURER E INSURER F INSUREDHatlamore Brewing Company LLC DBA Hackamore Brewing Company 18651 Lake Dr E Chanhassen, MN 55317 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAN,'IED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIN,lS. INSRITR TYPE OF INSURANCE ADDLtNsn SUBR POLICY NUMBER POLICY EFF rMM/DT}/YYYYI POLICY EXP ,MM/hh/m LIMITS A x COMMERCIAL GENERAL LIABILITY CLAIMS.I\,,1ADE OCCUR AGGREGATE LIMIT APPLIESE PER: LOCx,o,-,"t fl3ry; x X ETO0658673 07t01t2022 07t0112023 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PRFI\,4lSFS f Fa o.currence)$500,000 i,4FD EXP /Anv one oerson)$5,000 PERSONAL & ADV INJURY $1,ooo,ooo GENERAL AGGREGATE $2,000,000 PRODUCTS. CON,4PIOP AGG $2,000,000 s A AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON.OWNED AUTOS ONLYxX ETD0658673 0710112022 07t0'U2023 $1,000,000 BODILY INJURY (Per person)$ BODILY INJURY (Per accident)$ PROPERry DA|\.4AGE(Per accident)s $ A x UMBRELLA LIAB EXCESS LIAB x OCCUR CLAIMS-MADE ETD0658673 07t01t2022 0710112023 EACH OCCURRENCE $4,000,000 AGGREGATE $ DED RETENTION $$ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORYPARTNERYEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) lf yes, describe under nFscRlPTlON OF OPERATIONS below N/A swc1429907 0210112023 02t01t2024 x PERSTATI ITtr OTH. FR F I EACH ACCIDENT $500,000 E.L. DISEASE - EA EI\,4PLOYEE 500,000$ E.L. DISEASE - POLICY LIN,4IT 500,000 A A Property Section Liquor Liability ETD0658673 ETD0658673 07t01t2022 07t0112022 07t0112023 07t0112023 BPP/TIB Liquor 1MI2M DESCRtpTtON OF OpERATTONS / LOCATIONS / VEHICLES (ACORD '101, Additional Remarks Schedule, may bo attached if more space is required) -Brewerv and TaDroom- Liouor tjiaUilitv riolicv continues until cancelled. lf coverage is cancelled, noh-renewed. bi if th'e renewal is not picked up, notice wi[l be given. Coveraqe is riot location specific and'does extend to patios, parking lots, and extEnds to off premisds events such as fairs and festivals. City of Chanhassen PO Box147 7700 Market Blvd Chanhassen, MN 55317 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION OATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE sl1auffia,</^- O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD 2s (2016/03) INSI IPFP/SI AFF6PNINC COVFPAGF NAIC { H 109 City Council Item June 26, 2023 Item Resolution 2023-XX: Approve Professional Services Agreement from AE2S for the upgrade of the City SCADA system. File No.Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Rick Rice, IT Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving the professional services agreement from AE2S for the upgrade of the City SCADA system." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY This project was approved in the 2023 CIP. BACKGROUND The existing network servers running the SCADA systems at the two city water plants are reaching their end of life for the physical hardware, operation system, and SCADA software. These systems control municipal water production for city residents. The city chose AE2S in 2015 to upgrade and maintain our SCADA system at the East Water Treatment Plant and later to start up the SCADA systems at the West Water Treatment Plant. AES2 also did the conversion of our Citect SCADA system to the Wonderware system in use today. DISCUSSION 110 BUDGET The SCADA server replacements and software upgrades are included in the 2023 Capital Improvement Plan as item TUTIL-041W. RECOMMENDATION Staff recommends City Council adopts a resolution approving the professional services agreement for the SCADA Server/System upgrades from AE2S for an amount not to exceed $48,300 without written authorization from the City of Chanhassen. ATTACHMENTS Resolution Chanhassen - 2023 SCADA Upgrade Programming Services Agreement CIP - TUtil-041W - Water Plant Server & SCADA Replacements 111 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH AE2S FOR A SCADA SYSTEMS UPGRADE WHEREAS,the City utilizes a Supervisory Control And Data Acquisition (SCADA) system to connect and monitor various Public Works utility equipment; and WHEREAS,the network servers and operating systems for the SCADA system are reaching the end of their useful life; and WHEREAS, the replacement of these systems and software was identified in the 2023- 2027 5-Year CIP; and WHEREAS, the vendor (AE2S) has been providing system upgrades and maintenance for the city’s SCADA system since 2015; and WHEREAS, the vendor (AE2S) successfully implemented the last major SCADA systems hardware and software update for the city in 2018. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen, Minnesota, approves a professional services agreement with AE2S for the SCADA systems upgrade at a cost not-to-exceed $48,300. PASSED AND ADOPTED by the Chanhassen City Council this 26th day of June 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 112 E-100 01/2023 June 15, 2023 Mr. Richard Rice City of Chanhassen IT Manager 7700 Market Blvd Chanhassen, MN 55317 RE: Letter Agreement between Client and AE2S 2023 SCADA Upgrade Programming Services Dear Mr. Rice: Advanced Engineering and Environmental Services, LLC (AE2S) proposes to render professional programming services for the 2023 Supervisory Control and Data Acquisition (SCADA) Upgrade (Assignment) to the City of Chanhassen (CLIENT). This Agreement, including Exhibit A, sets forth the terms and conditions under which the CLIENT and AE2S shall be governed regarding the Assignment. Scope of Basic Services AE2S will perform the following tasks: 1. SCADA Upgrade Programming Services SCADA Upgrade Programming Services The SCADA Upgrade Programming Services consist of professional services for SCADA computer hardware and software programming related to the Assignment, including: • Coordinate with CLIENT staff (Utility and IT) on new SCADA server architecture and networking, anticipated to be: o One (1) Primary SCADA application server/workstation, with voice-based and mobile-based alarming (located at the East Water Plant) o One (1) Secondary SCADA application server/workstation, with voice-based and mobile- based alarming (located at the West Water Plant) o One (1) Historian/Reporting server (CLIENT hosted Virtual Server) o One (1) Remote Client Access server (CLIENT hosted Virtual Server) o One (1) Gateway Server for WIN-911 Mobile (CLIENT hosted Virtual Server) o One (1) Client workstation dedicated for SCADA access (located at Public Works) • Coordinate with CLIENT staff (Utility and IT) on required software and hardware to be procured for SCADA system. o CLIENT to provide all required software and hardware for a complete functioning SCADA system. 113 City of Chanhassen RE: Letter Agreement for 2023 SCADA Upgrade Programming Services June 15, 2023 Page 2 of 3 • Provide assembly, configuration, and operating system installation for Primary and Secondary applications servers. o CLIENT to provide initial server and workstation configuration, operating system installation, remote desktop client access license configuration, and related basic setup for the Historian/Reporting server, Remote Client Access server, Gateway server, and Public Works client workstation. • Provide SCADA software installation and commissioning, and network configuration for all SCADA servers and workstations. o Coordinate with CLIENT on networking, server user accounts, and remote access configuration (using CLIENT provided firewall/gateway) o Installation of latest AVEVA System Platform software and licensing on all SCADA servers and workstations, configured for SCADA application redundancy with Primary and Secondary servers. o Installation and configuration of WIN-911 Interactive alarming software, licensing, and hardware on Primary Server with VoIP-to-analog modem-based voice alarming, and mobile- based WIN-911 Mobile alarming o Update programming for East Water Plant backup dialer to work with new servers o Installation and configuration of WIN-911 Interactive alarming software, licensing, and hardware on Secondary Server with VoIP-to-analog modem-based voice alarming, and mobile-based WIN-911 Mobile alarming o Update programming for West Water Plant backup dialer to work with new servers o Installation and configuration of WIN-911 Mobile Server software and licensing on Gateway Server • Configure remote client devices for secure remote access to SCADA application • Upgrade existing Wonderware System Platform application version to latest AVEVA System Platform version. o Provide compatibility testing and updating to migrate application to current version. o Existing PLC programs and tags to remain as-is (no PLC programming anticipated in this scope) o Existing functionality of instruments and equipment will not change, including alarms. o The existing SCADA system will remain active and usable during the deployment and transition to new servers and application. • Perform historical data and trending migration to new servers. • Perform SQL Server Reporting Services (SSRS) reporting migration to new servers. • Perform OpWorks reporting migration to new servers. • Commission, test, demonstrate operation for new SCADA. • SCADA system operational training (4 hrs. anticipated) • Decommissioning the existing SCADA servers/workstations, in coordination with CLIENT IT department • Provide final server-level SCADA system architecture and network schematic, application backups, and system documentation. Additional Services Services resulting from significant changes in the general scope, extent, or character of the Assignment are not included as a part of the Scope of Basic Services. If authorized in writing by the CLIENT, AE2S will provide services beyond the scope of this Agreement on an hourly basis in accordance with the Hourly Fee Schedule attached as Exhibit B. 114 City of Chanhassen RE: Letter Agreement for 2023 SCADA Upgrade Programming Services June 15, 2023 Page 3 of 3 CLIENT’S Responsibilities CLIENT shall do the following in a timely manner, so as not to delay the services of AE2S: 1. Designate a person to act as CLIENT’s representative with respect to the services to be rendered under this Agreement. Such person shall have authority to transmit instructions, receive information, and interpret and define CLIENT’s policies and decisions with respect to services for the Assignment. 2. Provide relevant information regarding requirements for the Assignment. AE2S shall be entitled to use and rely upon all information provided by CLIENT or others in performing AE2S’s services under this Agreement. 3. Provide access to the relevant sites sufficient for AE2S to perform its services under this Agreement. 4. CLIENT shall, so long as AE2S is not in default, promptly pay AE2S for such services as have been performed satisfactorily hereunder in accordance with the fee terms set forth herein. 5. Provide all equipment, hardware, and software for the Assignment. CLIENT shall bear all costs incident to compliance with its responsibilities pursuant to this section. Fees AE2S shall render services under this Agreement on an hourly basis in accordance with the Hourly Fee Schedule attached as Exhibit B not to exceed $48,300 without written authorization from CLIENT. Performance Schedule AE2S shall use commercially reasonable efforts to complete Basic Services within a reasonable time period. Contract Documents This Agreement includes the following documents, incorporated herein by reference: 1. Exhibit A - Terms and Conditions; 2. Exhibit B - Hourly Fee and Expense Schedule; 3. All other attached Exhibits referenced in this Agreement; 4. Any drawings or specifications provided by the CLIENT in writing; and 5. Any duly executed written amendments. There are no contract documents other than this Agreement and those documents listed above. 115 City of Chanhassen RE: Letter Agreement for 2023 SCADA Upgrade Programming Services June 15, 2023 Page 4 of 3 If this Agreement sets forth your understanding of our agreement, including the scope of work desired, fees, terms, and conditions, please sign in the space provided and return a copy to AE2S. Thank you for the opportunity to assist you. We look forward to working with you. Sincerely, Anthony Pittman Instrumentation & Controls Regional Mgr. AE2S CLIENT Accepted this _________ day of _______________________________, 2023 By: _______________________________ By: _____________________________________ Justin Klabo, P.E. Operations Manager Name (Print):_____________________________ Title: ___________________________________ 116 Exhibit A - Standard Terms and Conditions Page 1 of 2 This is EXHIBIT A, consisting of 2 pages, referred to in and part of the Agreement between CLIENT and AE2S dated June 15, 2023. Standard Terms and Conditions The Agreement is supplemented to include the following terms and conditions: 1. Standard of Care a. The standard of care for all professional services performed or furnished by AE2S under this Agreement will be the care and skill ordinarily used by members of AE2S’s profession practicing under similar circumstances at the same time and in the same locality. AE2S makes no warranties, express or implied, under this Agreement or otherwise, in connection with AE2S’s services. b. CLIENT shall be responsible for, and AE2S may rely upon, the accuracy and completeness of all requirements, programs, instructions, reports, data, and other information furnished by CLIENT to AE2S pursuant to this Agreement. AE2S may use such requirements, reports, data, and information in performing or furnishing services under this Agreement. 2. Payments to AE2S Invoices will be prepared in accordance with AE2S’s standard invoicing practices and will be submitted to CLIENT by AE2S monthly, unless otherwise agreed. Invoices are due and payable within 30 days. If CLIENT fails to make any payment due AE2S for services and expenses within 30 days, the amounts due AE2S will be increased at the rate of 1.75% per month (or the maximum rate of interest permitted by law, if less) from said thirtieth day. In addition, AE2S may, after giving seven days written notice to CLIENT, suspend services under this Agreement until AE2S has been paid in full all amounts due for services, expenses, and other related charges. All payments shall be made in United States Dollars. 3. Insurance AE2S will maintain insurance coverage for Workers' Compensation, Professional Liability, General Liability, and Automobile Liability and will provide certificates of insurance to CLIENT upon request. 4. Exclusion of Special, Incidental, Indirect, and Consequential Damages To the fullest extent permitted by law, and notwithstanding any other provision in the Agreement, AE2S and AE2S’s officers, directors, partners, employees, agents, and Consultants, or any of them, shall not be liable to CLIENT or anyone claiming by, through, or under CLIENT for any special, incidental, indirect, or consequential damages whatsoever arising out of, resulting from, or in any way related to the Assignment or this Agreement, from any cause or causes, including but not limited to any such damages caused by the negligence, professional errors or omissions, strict liability, breach of contract or warranties, express or implied, of AE2S or AE2S’s officers, directors, partners, employees, agents, or AE2S's Consultants, or any of them. 5. Limit of Liability To the fullest extent permitted by law, notwithstanding any other provision of this Agreement, the total liability, in the aggregate, of AE2S and AE2S’s officers, directors, partners, employees, agents, and AE2S’s Consultants, and any of them, to CLIENT and anyone claiming by, through, or under CLIENT for any and all claims, losses, costs, or damages whatsoever arising out of, resulting from or in any way related to the Project or the Agreement from any cause or causes, including but not limited to the negligence, professional errors or omissions, strict liability or breach of contract, or warranty express or implied of AE2S or AE2S’s officers, directors, partners, employees, agents, or AE2S’s Consultants, or any of them, shall not exceed total compensation received by AE2S as part of this Agreement. 6. Termination of Contract Either party may at any time, upon seven days prior written notice to the other party, terminate this Agreement. Upon such termination, CLIENT shall pay to AE2S all amounts owing to AE2S under this Agreement, for all work performed up to the effective date of termination, plus reasonable termination costs. 7. Access CLIENT shall arrange for safe access to and make all provisions for AE2S and AE2S’s Consultants to enter upon public and private property as required for AE2S to perform services under this Agreement. 8. Hazardous Environmental Conditions It is acknowledged by both parties that AE2S’s scope of services does not include any services related to a "Hazardous Environmental Condition,” i.e. the presence at the site of asbestos, PCBs, petroleum, hazardous waste, or radioactive materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Assignment. In the event AE2S or any other party encounters a Hazardous Environmental Condition, AE2S may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the Assignment affected thereby until CLIENT: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Environmental Condition; and (ii) warrants that the site is in full compliance with applicable laws and regulations. CLIENT acknowledges that AE2S is performing professional services for CLIENT and that AE2S is not and shall not be required to become an "arranger," "operator," "generator," or "transporter" of hazardous substances, as defined in the Comprehensive Environmental Response, Compensation, and Liability Act of 1990 (CERCLA), which are or may be encountered at or near the site in connection with AE2S’s activities under this Agreement. 9. Patents AE2S shall not conduct patent searches in connection with its services under this Agreement and assumes no responsibility for any patent or copyright infringement arising therefrom. Nothing in this Agreement shall be construed as a warranty or representation that anything made, used, or sold arising out of the services performed under this Agreement will be free from infringement of patents or copyrights. 10. Ownership and Reuse of Documents All documents prepared or furnished by AE2S pursuant to this Agreement are instruments of service, and AE2S shall retain an ownership and property interest therein. Reuse of any such documents by CLIENT shall be at CLIENT's sole risk; and CLIENT agrees to indemnify, and hold AE2S harmless from all claims, damages, and expenses including attorney's fees arising out of such reuse of documents by CLIENT or by others acting through CLIENT. 11. Use of Electronic Media a. Copies of Documents that may be relied upon by CLIENT are limited to the printed copies (also known as hard copies) that are signed or sealed by the AE2S. Files in electronic media format of text, data, graphics, or of other types that are furnished by AE2S to CLIENT are only for convenience of CLIENT. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. b. When transferring documents in electronic media format, AE2S makes no representations as to long-term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by AE2S at the beginning of this Assignment. c. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. d. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data’s creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the party delivering the electronic files. AE2S shall not be responsible to 117 Exhibit A - Standard Terms and Conditions Page 2 of 2 maintain documents stored in electronic media format after acceptance by CLIENT. 12. Contractors AE2S shall not at any time supervise, direct, control, or have authority over any contractor's work, nor shall AE2S have authority over or be responsible for the means, methods, techniques, sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety at a project site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor's furnishing and performing of its work. AE2S neither guarantees the performance of any contractor nor assumes responsibility for any contractor’s failure to furnish and perform its work in accordance with the contract between CLIENT and such contractor. AE2S shall not be responsible for the acts or omissions of any contractor, subcontractor, or supplier, or of any of their agents or employees or of any other persons (except AE2S’s own employees) at a project site or otherwise furnishing or performing any construction work; or for any decision made regarding the construction contract requirements, or any application, interpretation, or clarification of the construction contract other than those made by AE2S. 13. Force Majeure AE2S shall not be liable for any loss or damage due to failure or delay in rendering any service called for under this Agreement resulting from any cause beyond AE2S’s reasonable control. 14. No Third Party Beneficiaries All duties and responsibilities undertaken pursuant to this Agreement will be for the sole and exclusive benefit of CLIENT and AE2S and not for the benefit of any other party. Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either CLIENT or AE2S. AE2S’s services under this Agreement are being performed solely for CLIENT’s benefit, and no other entity shall have any claim against AE2S because of this Agreement or the performance or nonperformance of services hereunder. 15. Assignment Neither party shall assign its rights, interests or obligations under this Agreement without the express written consent of the other party. 16. Binding Effect This Agreement shall bind, and the benefits thereof shall inure to the respective parties hereto, their legal representatives, executors, administrators, successors, and assigns. 17. Severability and Waiver of Provisions Any provision or part of the Agreement held to be void or unenforceable under any laws or regulations shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon CLIENT and AE2S, who agree that the Agreement shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. Non-enforcement of any provision by either party shall not constitute a waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. 18. Survival All express representations, indemnifications, or limitations of liability included in this Agreement will survive its completion or termination for any reason. 19. Headings The headings used in this Agreement are for general reference only and do not have special significance. 20. Controlling Law This Agreement is to be governed by the law of the State of Minnesota without regard to its conflicts of laws principles. 21. Notices Any notice required under this Agreement will be in writing, addressed to the appropriate party at its address shown herein and given personally, or by registered or certified mail postage prepaid, or by a commercial courier service. All notices shall be effective upon the date of receipt. 22. Executed in Counterparts This Agreement may be executed in counterparts, each of which together will constitute one and the same instrument. Delivery of an executed counterpart of this Agreement shall constitute effective delivery of this Agreement. Each party agrees that the delivery of the Agreement by facsimile or electronic mail shall have the same force and effect as delivery of original signature and that each party may use such facsimile or electronic mail signatures as evidence of the execution and delivery of the Agreement by the parties to the same extent that an original signature could be used. 118 Exhibit B – Hourly Fee and Expense Schedule Page 1 of 2 This is EXHIBIT B, consisting of 2 pages, referred to in and part of the Agreement between CLIENT and AE2S dated June 15, 2023. Hourly Fee and Expense Schedule Reimbursable Expenses and Standard Hourly rates in effect on the date of the Agreement are set forth below. Rates are subject to annual adjustment effective January 1. Labor Rates* Administrative 1 $65.00 Administrative 2 $79.00 Administrative 3 $95.00 Communications Specialist 1 $105.00 Communications Specialist 2 $122.00 Communications Specialist 3 $141.00 Communications Specialist 4 $170.00 Communications Specialist 5 $187.00 Construction Services 1 $125.00 Construction Services 2 $153.00 Construction Services 3 $170.00 Construction Services 4 $188.00 Construction Services 5 $208.00 Engineering Assistant 1 $85.00 Engineering Assistant 2 $99.00 Engineering Assistant 3 $125.00 Engineer 1 $135.00 Engineer 2 $162.00 Engineer 3 $190.00 Engineer 4 $220.00 Engineer 5 $235.00 Engineering Technician 1 $84.00 Engineering Technician 2 $105.00 Engineering Technician 3 $126.00 Engineering Technician 4 $141.00 Engineering Technician 5 $161.00 Financial Analyst 1 $112.00 Financial Analyst 2 $127.00 Financial Analyst 3 $153.00 Financial Analyst 4 $167.00 Financial Analyst 5 $186.00 GIS Specialist 1 $105.00 GIS Specialist 2 $127.00 GIS Specialist 3 $150.00 GIS Specialist 4 $168.00 GIS Specialist 5 $187.00 I&C Assistant $100.00 I&C 1 $148.00 I&C 2 $175.00 I&C 3 $198.00 I&C 4 $210.00 I&C 5 $220.00 IT 1 $130.00 IT 2 $175.00 IT 3 $215.00 Land Surveyor Assistant $95.00 Land Surveyor 1 $115.00 Land Surveyor 2 $139.00 Land Surveyor 3 $157.00 Land Surveyor 4 $173.00 Land Surveyor 5 $190.00 Operations Specialist 1 $100.00 Operations Specialist 2 $125.00 Operations Specialist 3 $155.00 Operations Specialist 4 $177.00 Operations Specialist 5 $199.00 Project Coordinator 1 $116.00 Project Coordinator 2 $130.00 Project Coordinator 3 $145.00 Project Coordinator 4 $160.00 Project Coordinator 5 $180.00 Project Manager 1 $205.00 Project Manager 2 $225.00 Project Manager 3 $240.00 Project Manager 4 $254.00 Project Manager 5 $272.00 Project Manager 6 $284.00 Sr. Designer 1 $178.00 Sr. Designer 2 $198.00 Sr. Designer 3 $212.00 Sr. Financial Analyst 1 $210.00 Sr. Financial Analyst 2 $230.00 Sr. Financial Analyst 3 $250.00 Technical Expert 1 $325.00 Technical Expert 2 Negotiable 119 Exhibit B – Hourly Fee and Expense Schedule Page 2 of 2 Reimbursable Expense Rates Transportation $0.75/mile Survey Vehicle $0.95/mile Laser Printouts/Photocopies $0.30/copy Plotter Printouts $1.00/s.f. UAS - Photo/Video Grade $100.00/day UAS – Survey $50.00/day Total Station – Robotic $35.00/hour Mapping GPS $25.00/hour Fast Static/RTK GPS $50.00/hour All-Terrain Vehicle/Boat $100.00/day Cellular Modem $75.00/month Web Hosting $26.00/month Legal Services Reimbursement $250.00/hour Outside Services cost *1.15 Geotechnical Services cost *1.30 Out of Pocket Expenses cost*1.15 Rental Car cost*1.20 Project Specific Equipment Negotiable * Position titles are for labor rate grade purposes only. These rates are subject to adjustment each year on January 1. 120 Project Number:TUtil-041W Department:Treatment Plant East Total Capital Cost:$70,000.00 Type:Capital Improvement Request description: Capital Costs FY2023 Total Planning $0.00 Design $0.00 Engineering $0.00 Land/Right-of-way $0.00 Construction/Maintenance $0.00 Equipment/Vehicle/Furnishings $0.00 Other $70,000.00 $70,000.00 Total $70,000.00 $70,000.00 Funding Source FY2023 Total Streets - TIM Funds $0.00 Utility Fund - Water $70,000.00 $70,000.00 Utility Fund - Sewer $0.00 Utility Fund - Surface Wtr $0.00 Streets - PMP Funds $0.00 Park Dedication Capital Fund $0.00 Park Renovation Capital Fund $0.00 SR Fund - Cemetery Fund $0.00 Total $70,000.00 $70,000.00 Account Codes (Capital Costs): 700-7025-4706 $70,000.00 $70,000.00 Type of Project Water - WTP Server & SCADA Replacement Purchase of multiple computer servers and consultant programming of SCADA system upgrades. The current servers and SCADA software are at the age where they are no longer being supported by manufacturers. These systems are essential to our water treatment and distribution services. Additional Information Other improvement 121 City Council Item June 26, 2023 Item Resolution 2023-XX: Approve Three-year Cartegraph Asset Management and SeeClickFix renewal agreement from OpenGov File No.Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Rick Rice, IT Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving the three-year Cartegraph Asset Management and SeeClickFix CRM renewal agreement from OpenGov." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY Additional user licenses are needed for the city's current Cartegraph Asset Management System. OpenGov acquired Cartegraph in July of 2022. OpenGov has transitioned Cartegraph to a site license user model and no longer offers the addition of individual user licenses. The current three-year services agreement expires in December of this year. The renewal agreement will incorporate this new license model. The OpenGov renewal agreement includes the pro-rated site license from June through the expiration date in December at a cost of $500. The $500 payment would be due upon approval of the three-year renewal agreement. The year one payment for the renewal agreement will be due in December. BACKGROUND The city purchased Cartegraph Navigator Asset Management software in 2010 for the automation of the stormwater, water, sewer, and fleet asset maintenance. This software was upgraded to its OMS version 122 in 2017. Streets, Parks, and Facility assets were added in 2019. SeeClickFix was purchased through Cartegraph in 2021 to allow residents to submit service requests electronically into the Cartegraph system. Cartegraph was migrated from on-premise city servers to their cloud service in February of this year. These systems were renewed as separate agreements in previous years, but they are now bundled under one OpenGov agreement. DISCUSSION BUDGET The Cartegraph Asset Management System license and support agreement is funded in account 101- 1160-4231. SeeClickFix, which was purchased through Cartegraph and bundled in the renewal agreement is funded in account 101-1160-4230. RECOMMENDATION Staff recommends that the City Council adopt a resolution approving the three-year renewal agreement from OpenGov for our Cartegraph Asset Management System and integrated SeeClickFix CRM. ATTACHMENTS Resolution OpenGov EAM Renewal OpenGov Terms of Service 123 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING RENEWAL OF CARTEGRAPH ASSET MANAGEMENT SYSTEM AND SEECLICKFIX CRM AGREEMENT WHEREAS,the city purchased a Cartegraph Asset Management system in 2010; and WHEREAS, the city purchased and integrated SeeClickFix with Cartegraph in 2021; and WHEREAS, the majority of all city municipal assets are now managed with the Cartegraph Asset Management and SeeClickFix systems; and WHEREAS,additional Cartegraph user licenses are needed for city staff and approved contractor access; and WHEREAS,Cartegraph was purchased by OpenGov, and OpenGov no longer offers purchases of individual user licenses, only an unlimited license; and WHEREAS,OpenGov now renews Cartegraph and SeeClickFix under one agreement; and WHEREAS,the early approval of the new three-year renewal agreement will allow for the addition of unlimited user licenses now. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Chanhassen, Minnesota, approves the three-year renewal agreement for the Cartegraph Asset Management and SeeClickFix systems at a total cost of $194,247.11 from OpenGov. PASSED AND ADOPTED by the Chanhassen City Council this 26 th day of June, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 124 125 OpenGov Master Services Agreement Last Modified: 6/01/2023 View previous versions of this agreement This Master Services Agreement (this “Agreement”) is between OpenGov, Inc., a Delaware corporation (“OpenGov”), and a party procuring OpenGov’s services (“Customer”). This Agreement sets forth the terms under which Customer will be permitted to use OpenGov’s hosted software services and receive professional services. Each Customer will execute an Order Form, which becomes binding when the parties sign it (the “Effective Date”). 1. Definitions 1.1 “Customer Data” means data that is provided by Customer to OpenGov pursuant to this Agreement (for example, by email or through Customer’s software systems of record). Customer Data does not include any confidential personally identifiable information. 1.2 “Documentation” means materials produced by OpenGov that provide information about OpenGov’s software products and systems. Customers may access the most up-to-date Documentation on the Customer Resource Center page at opengov.zendesk.com. 1.3 “Intellectual Property Rights” means all intellectual property rights including all past, present, and future rights associated with works of authorship, including exclusive exploitation rights, copyrights, and moral rights, trademark and trade name rights and similar rights, trade secret rights, patent rights, and any other proprietary rights in intellectual property of every kind and nature. 1.4 “Order Form” means the document executed by the parties that specifies the Software Services that OpenGov will provide to Customer under this Agreement. 126 1.5 “Term” refers to the Initial Term defined in Section 6.1 plus all Renewal Terms defined in Section 6.2. 2. Software Services, Support, and Professional Services 2.1 Software Services. Subject to the terms and conditions of this Agreement, OpenGov will use commercially reasonable efforts to provide the commercial off-the-shelf software solutions identified in the applicable Order Form (“Software Services”). 2.2 Support and Service Levels. Customer support is available by email to support@opengov.com or by using the chat messaging functionality of the Software Services, both of which are available during OpenGov’s standard business hours. Customer may report issues any time. However, OpenGov will address issues during business hours. OpenGov will provide support for the Software Services in accordance with the Support and Software Service Levels found at opengov.com/service-sla, as long as Customer is entitled to receive support under the applicable Order Form and this Agreement. 2.3 Professional Services 2.3.1 If OpenGov or its authorized independent contractors provides professional services to Customer, such as implementation services, then these professional services will be described in one or more statements of work (“SOW”) agreed to by the parties (the “Professional Services”). Unless otherwise specified in the SOW, any pre-paid Professional Services must be utilized within one year from the Effective Date. 2.3.2 Relevant travel expenses are provided in the SOW. Any other travel expenses related to the performance of the Professional Services shall be pre- approved by and reimbursed by Customer. 3. Restrictions and Responsibilities 3.1 Restrictions. Customer may not use the Software Services in any manner or for any purpose other than as expressly permitted by the Agreement and Documentation. In addition, Customer shall not, and shall not permit or enable any third party to: (a) use or access any of the Software Services to build a 127 competitive product or service; (b) modify, disassemble, decompile, reverse engineer or otherwise make any derivative use of the Software Services (except to the extent applicable laws specifically prohibit such restriction); (c) sell, license, rent, lease, assign, distribute, display, host, disclose, outsource, copy or otherwise commercially exploit the Software Services; (d) perform or disclose any benchmarking or performance testing of the Software Services; (e) remove any proprietary notices included with the Software Services; (f) use the Software Services in violation of applicable law; or (g) transfer any confidential personally identifiable information to OpenGov or the Software Services platform. 3.2 Responsibilities. Customer shall be responsible for obtaining and maintaining computers and third party software systems of record (such as Customer’s ERP systems) needed to connect to, access or otherwise use the Software Services. Customer also shall be responsible for: (a) ensuring that such equipment is compatible with the Software Services, (b) maintaining the security of such equipment, user accounts, passwords and files, and (c) all uses of Customer user accounts by any party other than OpenGov. 4. Intellectual Property Rights; License Grants; Access to Customer Data 4.1 Software Services. OpenGov owns all interests and Intellectual Property Rights in the Software Services. The look and feel of the Software Services, including any custom fonts, graphics and button icons, are the property of OpenGov. Customer may not copy, imitate, or use them, in whole or in part, without OpenGov’s prior written consent. Subject to Customer’s obligations under this Agreement, OpenGov grants Customer a non-exclusive, royalty-free license during the Term to use the Software Services. 4.2 Customer Data. Customer Data and the Intellectual Property Rights therein belong to the Customer. Customer grants OpenGov and its partners (such as hosting providers) a non-exclusive, royalty-free license to use, store, edit, and reformat the Customer Data for the purpose of providing the Software Services. Customer further agrees that OpenGov and its partners may use aggregated, anonymized Customer Data for purposes of sales, marketing, business development, product enhancement, customer service, and data analysis. 128 Insights gleaned from aggregated, anonymized Customer Data will belong to OpenGov. 4.3 Access to Customer Data. Customer may download the Customer Data from the Software Services at any time during the Term, excluding during routine software maintenance periods. OpenGov has no obligation to return Customer Data to Customer. 4.4 Deletion of Customer Data. Unless otherwise requested pursuant to this Section 4.4, upon the termination of this Agreement, the Customer Data shall be deleted pursuant to OpenGov’s standard data deletion and retention practices. Upon written request, Customer may request deletion of Customer Data prior to the date of termination of this Agreement. Such a request must be addressed to “OpenGov Vice President, Customer Success” at OpenGov’s address for notice in Section 10.2. 4.5 Feedback. “Feedback” means suggestions, comments, improvements, ideas, or other feedback or materials regarding the Software Services provided by Customer to OpenGov, including feedback provided through online developer community forums. Customer grants OpenGov a non-exclusive, royalty-free, irrevocable, perpetual, worldwide license to use and incorporate into the Software Services and Documentation Customer’s Feedback. OpenGov will exclusively own any improvements or modifications to the Software Services and Documentation based on or derived from any of Customer’s Feedback including all Intellectual Property Rights in and to the improvements and modifications. 5. Confidentiality 5.1 “Confidential Information” means all confidential business, technical, and financial information of the disclosing party that is marked as “Confidential” or an equivalent designation or that should reasonably be understood to be confidential given the nature of the information and/or the circumstances surrounding the disclosure. OpenGov’s Confidential Information includes, without limitation, the software underlying the Software Services, and all Documentation. 129 5.2 Confidential Information does not include: (a) data that the Customer has previously released to the public; (b) data that Customer would be required to release to the public upon request under applicable federal, state, or local public records laws; (c) Customer Data that Customer requests OpenGov make available to the public in conjunction with the Software Services; (d) information that becomes publicly known through no breach by either party; (e) information that was rightfully received by a party from a third party without restriction on use or disclosure; or (f) information independently developed by the Receiving Party without access to the Disclosing Party’s Confidential Information. 5.3 Each party agrees to obtain prior written consent before disclosing any of the other party’s Confidential Information. Each party further agrees to use the other’s Confidential Information only in connection with this Agreement. Each party further agrees to protect the other party’s Confidential Information using the measures that it employs with respect to its own Confidential Information of a similar nature, but in no event with less than reasonable care. If a party is required to disclose Confidential Information by law or court order, they must notify the other party in writing before making the disclosure to give the other party an opportunity to oppose or limit the disclosure. 6. Term and Termination 6.1 Initial Term. This Agreement begins on the Effective Date and ends on the date the subscription ends (“Initial Term”), according to the Order Form, unless sooner terminated pursuant to Section 6.3. 6.2 Renewal. This Agreement shall automatically renew for another period of the same duration as the Initial Term (each one is a new “Renewal Term”) unless either party notifies the other party of its intent not to renew this Agreement in writing no less than 30 days before the end of the then-current term. 6.3 Termination. If either party materially breaches any term of this Agreement and fails to cure such breach within 30 days after receiving written notice by the non-breaching party (10 days in the case of non-payment), the non-breaching party may terminate this Agreement. Neither party shall have the right to terminate this Agreement early without a legally valid cause. 130 6.4 Effect of Termination. Upon termination of this Agreement pursuant to Section 6.1, 6.2, or 6.3: (a) Customer shall pay in full for all Software Services and Professional Services performed up to and including the date of termination or expiration, (b) OpenGov shall stop providing Software Services and Professional Services to Customer; and (c) each party shall (at the other party’s option) return or delete any of the the other party’s Confidential Information in its possession. 7. Payment of Fees 7.1 Fees; Invoicing; Payment; Expenses. 7.1.1 Fees. Fees for Software Services and for Professional Services are set forth in the applicable Order Form, and OpenGov will invoice Customer accordingly. Customer agrees to pay invoices within 30 days without setoffs, withholdings or deductions of any kind. Invoices are deemed received when OpenGov emails them to Customer’s designated billing contact. Obligations to pay fees are non- cancelable, and payments are non-refundable. 7.1.2 Annual Software Maintenance Price Adjustment. OpenGov shall increase the fees payable for the Software Services during any Renewal Term by 5% each year of the Renewal Term. 7.1.3 Travel Expenses. OpenGov will invoice Customer for travel expenses provided in the SOW as they are incurred. Customer shall pay all such valid invoices within 30 days of receipt of invoice. Each invoice shall include receipts for the travel expenses listed on the invoice. 7.1.4 Customer Delays; On Hold Fee. 7.1.4.1 On Hold. Excluding delays caused by a force majeure event as described in Section 10.5, if OpenGov determines that Customer’s personnel or contractors are not completing Customer’s responsibilities described in the applicable SOW timely or accurately, OpenGov may place the Professional Services on hold. If OpenGov places a Customer on hold, OpenGov will ensure that Customer is made aware of its obligations necessary for OpenGov to continue performing the Professional Services. Upon placing a customer on hold, OpenGov may, without penalty, suspend Professional Services to the Customer and reallocate resources until the Customer has fulfilled its obligations. OpenGov shall bear no 131 liability or otherwise be responsible for delays in the provision of the Professional Services occasioned by Customer’s failure to complete Customer’s responsibilities. 7.1.4.2 On Hold Notice; On Hold Fee. OpenGov may also issue an “On Hold Notice” specifying that the Customer will be invoiced for lost time in production (e.g., delayed or lost revenue resulting from rescheduling work on other projects, delay in receiving milestone payments from Customer, equipment, hosting providers and human resources idle) for a fee equal to 10% of the first year’s fee for Software Services. OpenGov may remove the on hold status and may rescind the fee in its discretion upon Customer’s fulfillment of its obligations set out in the On Hold Notice. And OpenGov may extend the timeline to complete certain Professional Services depending on the availability of qualified team resources (OpenGov cannot guarantee that these team resources will be the same as those who were working on the project prior to it being placed On Hold). 7.2 Consequences of Non-Payment. If Customer fails to make any payments required under any Order Form or SOW, then in addition to any other rights OpenGov may have under this Agreement or applicable law, (a) Customer will owe late interest penalty of 1.5% of the outstanding balance per month, or the maximum rate permitted by law, whichever is lower and (b) If Customer’s account remains delinquent (with respect to payment of a valid invoice) for 30 days after receipt of a delinquency notice from OpenGov, which may be provided via email to Customer’s designated billing contact, OpenGov may temporarily suspend Customer’s access to the Software Service for up to 90 days to pursue good faith negotiations before pursuing termination in accordance with Section 6.3. Customer will continue to incur and owe all applicable fees irrespective of any such Service suspension based on such Customer delinquency. 7.3 Taxes. All fees under this Agreement are exclusive of any applicable sales, value-added, use or other taxes (“Sales Taxes”). Customer is solely responsible for any and all Sales Taxes, not including taxes based solely on OpenGov’s net income. If any Sales Taxes related to the fees under this Agreement are found at any time to be payable, the amount may be billed by OpenGov to, and shall be paid by, Customer. If Customer fails to pay any Sales Taxes, then Customer will be liable for any related penalties or interest, and will indemnify OpenGov for any liability or expense incurred in connection with such Sales Taxes. In the event 132 Customer or the transactions contemplated by the Agreement are exempt from Sales Taxes, Customer agrees to provide OpenGov, as evidence of such tax exempt status, proper exemption certificates or other documentation acceptable to OpenGov. 8. Representations and Warranties; Disclaimer 8.1 By OpenGov. 8.1.1 General Warranty. OpenGov represents and warrants that it has all right and authority necessary to enter into and perform this Agreement. 8.1.2 Professional Services Warranty. OpenGov further represents and warrants that the Professional Services, if any, will be performed in a professional and workmanlike manner in accordance with the related SOW and generally prevailing industry standards. For any breach of the Professional Services warranty, Customer’s exclusive remedy and OpenGov’s entire liability will be the re-performance of the applicable services. If OpenGov is unable to re-perform such work as warranted, Customer will be entitled to recover all fees paid to OpenGov for the deficient work. Customer must give written notice of any claim under this warranty to OpenGov within 90 days of performance of such work to receive such warranty remedies. 8.1.3 Software Services Warranty. OpenGov further represents and warrants that for a period of 90 days after the Effective Date, the Software Services will perform in all material respects in accordance with the Documentation. The foregoing warranty does not apply to any Software Services that have been used in a manner other than as set forth in the Documentation and authorized under this Agreement. OpenGov does not warrant that the Software Services will be uninterrupted or error-free. Customer must give written notice of any claim under this warranty to OpenGov during the Term. OpenGov’s entire liability for any breach of the foregoing warranty is to repair or replace any nonconforming Software Services so that the affected portion of the Software Services operates as warranted or, if OpenGov is unable to do so, terminate the license for such Software Services and refund the pre-paid, unused portion of the fee for such Software Services. 133 8.2 By Customer. Customer represents and warrants that (a) it has all right and authority necessary to enter into and perform this Agreement; and (b) OpenGov’s use of the Customer Data pursuant to this Agreement will not infringe, violate or misappropriate the Intellectual Property Rights of any third party. 8.3 Disclaimer. OPENGOV DOES NOT WARRANT THAT THE SOFTWARE SERVICES WILL BE UNINTERRUPTED OR ERROR FREE; NOR DOES IT MAKE ANY WARRANTY AS TO THE RESULTS THAT MAY BE OBTAINED FROM USE OF THE SOFTWARE SERVICES. EXCEPT AS SET FORTH IN THIS SECTION 8, THE SOFTWARE SERVICES ARE PROVIDED “AS IS” AND OPENGOV DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY, TITLE, FITNESS FOR A PARTICULAR PURPOSE, AND NON-INFRINGEMENT. 9. Limitation of Liability 9.1 By Type. NEITHER PARTY, NOR ITS SUPPLIERS, OFFICERS, AFFILIATES, REPRESENTATIVES, CONTRACTORS OR EMPLOYEES, SHALL BE RESPONSIBLE OR LIABLE WITH RESPECT TO ANY SUBJECT MATTER OF THIS AGREEMENT UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY, OR OTHER THEORY: (A) FOR ERROR OR INTERRUPTION OF USE OR FOR LOSS OR INACCURACY OF DATA OR COST OF PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES OR LOSS OF BUSINESS; (B) FOR ANY INDIRECT, EXEMPLARY, PUNITIVE, INCIDENTAL, SPECIAL, OR CONSEQUENTIAL DAMAGES; OR (C) FOR ANY MATTER BEYOND A PARTY’S REASONABLE CONTROL, EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH LOSS OR DAMAGE. 9.2 By Amount. IN NO EVENT SHALL EITHER PARTY’S AGGREGATE, CUMULATIVE LIABILITY FOR ANY CLAIMS ARISING OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT EXCEED THE FEES PAID BY CUSTOMER TO OPENGOV (OR, IN THE CASE OF CUSTOMER, PAYABLE) FOR THE SOFTWARE SERVICES UNDER THIS AGREEMENT IN THE 12 MONTHS PRIOR TO THE ACT THAT GAVE RISE TO THE LIABILITY. 9.3 Limitation of Liability Exclusions. The limitations of liability set forth in Sections 9.1 and 9.2 above do not apply to, and each party accepts liability to the other for: (a) claims based on either party’s intentional breach of its obligations 134 set forth in Section 5 (Confidentiality), (b) claims arising out of fraud or willful misconduct by either party and (c) either party’s infringement of the other party’s Intellectual Property Rights. 9.4 No Limitation of Liability by Law. Because some jurisdictions do not allow liability or damages to be limited to the extent set forth above, some of the above limitations may not apply to Customer. 10. Miscellaneous 10.1 Logo Use. OpenGov shall have the right to use and display Customer’s logos and trade names for marketing and promotional purposes in OpenGov’s website and marketing materials, subject to Customer’s trademark usage guidelines provided to OpenGov. 10.2 Notice. Ordinary day-to-day operational communications may be conducted by email, live chat or telephone. However, for notices, including legal notices, required by the Agreement (in sections where the word “notice” appears) the parties must communicate more formally in a writing sent via USPS certified mail and via email. OpenGov’s addresses for notice are: OpenGov, Inc., 6525 Crown Blvd #41340, San Jose, CA 95160, and legal@opengov.com. 10.3 Anti-corruption. Neither OpenGov nor any of its employees or agents has offered or provided any illegal or improper payment, gift, or transfer of value in connection with this Agreement. The parties will promptly notify each other if they become aware of any violation of any applicable anti-corruption laws in connection with this Agreement. 10.4 Injunctive Relief. The parties acknowledge that any breach of the confidentiality provisions or the unauthorized use of a party’s intellectual property may result in serious and irreparable injury to the aggrieved party for which damages may not adequately compensate the aggrieved party. The parties agree, therefore, that, in addition to any other remedy that the aggrieved party may have, it shall be entitled to seek equitable injunctive relief without being required to post a bond or other surety or to prove either actual damages or that damages would be an inadequate remedy. 135 10.5 Force Majeure. Neither party shall be held responsible or liable for any losses arising out of any delay or failure in performance of any part of this Agreement, other than payment obligations, due to any act of god, act of governmental authority, or due to war, riot, labor difficulty, failure of performance by any third-party service, utilities, or equipment provider, or any other cause beyond the reasonable control of the party delayed or prevented from performing. 10.6 Severability; Waiver. If any provision of this Agreement is found to be unenforceable or invalid, that provision will be limited or eliminated to the minimum extent necessary so that this Agreement will otherwise remain in full force and effect and enforceable. Any express waiver or failure to exercise promptly any right under this Agreement will not create a continuing waiver or any expectation of non-enforcement. 10.7 Survival. The following sections of this Agreement shall survive termination: Section 5. (Confidentiality), Section 7 (Payment of Fees), Section 4.4 (Deletion of Customer Data), Section 8.3 (Warranty Disclaimer), Section 9 (Limitation of Liability) and Section 10 (Miscellaneous). 10.8 Assignment. There are no third-party beneficiaries to this Agreement. Except as set forth in this Section 10.8, neither party may assign, delegate, or otherwise transfer this Agreement or any of its rights or obligations to a third party without the other party’s written consent, which consent may not be unreasonably withheld, conditioned, or delayed. Either party may assign, without such consent but upon written notice, its rights and obligations under this Agreement to its corporate affiliate or to any entity that acquires all or substantially all of its capital stock or its assets related to this Agreement, through purchase, merger, consolidation, or otherwise. Any other attempted assignment shall be void. This Agreement will benefit and bind permitted assigns and successors. 10.9 Independent Contractors. This Agreement does not create an agency, partnership, joint venture, or employment relationship, and neither party has any authority to bind the other. 136 10.10 Governing Law and Jurisdiction. California laws govern this Agreement, without regard to conflict of laws principles. Exclusive jurisdiction for litigation of any dispute, controversy or claim arising out of or in connection with this Agreement shall be only in the Federal or State court with competent jurisdiction located in San Mateo County, California, and the parties submit to the personal jurisdiction and venue therein. 10.11 Complete Agreement. OpenGov has made no other promises or representations to Customer other than those contained in this Agreement. Any modification to this Agreement must be in writing and signed by an authorized representative of each party. 137 City Council Item June 26, 2023 Item Approve Agreements with Corpay for AP Payment Processing and Stampli for AP Process Automation File No.Item No: D.11 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves agreements with Corpay for AP Payment Processing and Stampli for AP Process Automation." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY BACKGROUND Finance staff has been reviewing options for streamlining the Accounts Payable function. Our current ERP finance software does not provide an electronic workflow to route invoices and approvals. The city also processes a large number of checks and ACH payments weekly. Staff has identified two vendors that can provide these services in a relatively cost-neutral manner. Stampli provides the electronic workflow for invoices that our current software cannot offer. Each department will be able to upload invoices for processing. The software uses AI (artificial intelligence) and OCR to fill in data such as invoice numbers, dates, etc. Invoices can then be routed for review and approval. Stampli offers file integration with our current software to upload invoice information. 138 The second vendor, Corpay, offers invoice payment services. Corpay has several vendors in their master file, including several vendors the city uses. New vendors can be easily added to the system. Corpay works with the vendors to determine how the vendor would like to be paid. Vendors can be paid with a virtual credit card, by ACH, or by check. Corpay encourages vendors to select payment via virtual credit card since payment is received earlier by this method. The city receives a rebate on all virtual credit card payments. Staff has prepared a cost-benefit analysis of using these two vendors (see attached). Annual processing charges for Stampli are estimated at $17,000. Annual charges for Corpay are projected at $12,048; however, these will be offset by a rebate estimated at $25,471 per year. The estimated added cost to the city is $2,607 in year one due to implementation fees. The added cost to the city is $307 in years two and three. However, this does not include the value of staff hours saved from the efficiency gains of using the software. Staff estimates that the software will save about 3.5 hours per week, or 182 hours per year, which has a value of $6,474. The City Attorneys have reviewed the proposed agreements (attached), and their comments have been incorporated. Staff recommends approval of the agreements with Stampli and Corpay. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Corpay Payments Automation Brochure Corpay Master Services Agreement Stampli Features Cost Analysis for Stampli and Corpay Software Stampli Master Subscription Agreement Chanhassen, MN Pricing Proposal 139 Corpay Payments Automation Product Sheet | Rev 3 | 02/23 | © 2023 Corpay. All rights reserved. | corpay.com Payments Automation Monetize Your Payments Earn cash rebates on your vendor payments with solutions that pay out $800M annually 1 and have a vendor enrollment rate that’s 2 to 3 times the payments industry average.2 Expand Working Capital Boost your working capital with our flexible payment terms and funding options — including our $1B in credit lines. Leverage our proprietary Corpay Direct payment network to maximize vendor payment acceptance. Improve Efficiency Streamline your payment process to maximize efficiency. Create a single workflow for all payment types and maintain full control and visibility of your payment process. Mitigate Fraud Protect your payments against fraud with our fully resourced security and compliance infrastructure that protects all payments in our network, regardless of transaction type. Reduce Costs Cut your payment costs in terms of both money and time. Use the rebates you earn to offset payment solution costs, reduce your check-payment costs, avoid costs due to payment errors, and outsource your vendor data storage and maintenance tasks. More Card Spend Optimize your payment strategy with more virtual card spend. Our dynamic continuous vendor enablement and extensive 3.8M vendor network means more rebate opportunity for you on card payments that keep you in control of your process and help reduce fraud. Streamline your AP process and save team time with a single automated workflow Earn monthly rebates on virtual card spending Corpay pays out $800M in card rebates annually 1 Cut costs by reducing paper check payments Save the average cost of $31 per business check 2 Outsource data management and vendor support tasks Mitigate fraud with safer virtual card payments and comprehensive security infrastructure for all payments CREATE VALUE WITH CORPAY PAYMENT AUTOMATION Corpay Payments Automation enables comprehensive automation for all payments, including Virtual Card benefits, for businesses of all sizes. Our full-service, ERP-agnostic, automated payment solutions empower your AP team to save time and costs by consolidating all your vendor payments into a single workflow. Streamline Payments, Reduce Fraud, and Earn More Rebates 1. Source: Internal data analytics FY2022 2. Source: McKinsey & Co and RPMG Benchmark Report 2020 140 About Corpay As a global leader in business payments, Corpay helps companies of all sizes better track, manage and pay their expenses through a comprehensive and trusted suite of online payment solutions. Corpay is also North America’s largest commercial Mastercard® issuer, handling more than a billion transactions each year. Corpay is part of the FLEETCOR (NYSE: FLT) portfolio of brands. Learn more at www.corpay.com. Corpay Payments Automation Product Sheet | Rev 3 | 02/23 | © 2023 Corpay. All rights reserved. | corpay.com Comprehensive Implementation Support and Payment Services Implementation and Onboarding •A dedicated team helps you implement Corpay Payments Automation with minimal-to-no burden on your IT team. •Technical resources work with you to help plug our bank- and ERP-agnostic solution into your existing accounting software. •Throughout the process, we work closely with your team, providing the training and resources you need for successful onboarding. Payment Services •Our vendor network includes 3.8M vendors ready to receive payments via Corpay Payments Automation — with nearly half a million accepting Corpay Virtual Card. •Our vendor teams follow up on unprocessed payments, and field payment status calls on your behalf. •Our PayForYou team can submit payments to vendors over the phone or via portals, saving you time and headaches. How Corpay Payments Automation Works Pays Vendors Corpay sends payment via check, ACH, or virtual card on your behalf 2 Submit Payment File Upload payment file or connect via ERP 1 Easy Reconciliation Your portal reflects the remittances sent on your behalf 3 Vendor Services and Continuous Enrollment Payment Fraud Protection and Secure Vendor Data ENJOY 141 00273787.0 MASTER SERVICES AGREEMENT This MASTER SERVICES (together with all documents, terms and conditions incorporated by reference herein has hereinafter described, the “MSA”) is made and entered by and between Comdata Inc. d/b/a Corpay, for itself and on behalf of certain of its affiliates (collectively “Corpay”), and the party set forth below (“Customer” and, together with Corpay, each a “Party” and collectively, the “Parties”), and is effective as of the date on which the last Party executes this MSA (the “Effective Date”): City of Chanhassen Legal Entity Name 7700 Market Boulevard Address Address 2 Chanhassen, MN US 55317 City and Province/State/Country/Postal Code MN Place of Incorporation In consideration of the mutual promises and commitment made herein, Customer and Corpay hereby agree as follows: 1. Incorporation of other Documents. The following documents are hereby incorporated herein by this reference and are considered to be a material part of this MSA: (i) the General Terms and Conditions attached hereto as Exhibit A ; (ii) each Order Form either (b) attached hereto as Exhibit B or (C) entered into pursuant to and expressly referencing this MSA (each an “Order Form”); (iii) any Statement of Work entered into pursuant to and expressly referencing this MSA (each a “Statement of Work”); (iv) any other exhibits or other attachments to any of the foregoing; and (v) any written service guides, user instructions, terms of service or other notices regarding the Services that Corpay may provide to Customer from time to time (“User Guides”). 2. Services. Customer may obtain certain Services from Corpay pursuant to the terms of this MSA. Each Service provided by Corpay to Customer hereunder shall be the subject of an Order Form or a Statement of Work, which shall set out any terms and conditions specific to such Service, and each Order Form and Statement of Work shall constitute an integral part of this MSA. 3. Term. The term of the MSA shall commence on the Effective Date and continue for an initial period of (3) years thereafter (the “Initial Term”) unless earlier terminated pursuant to the terms of this MSA. After the Initial Term, the term of the MSA shall automatically renew for successive periods of one (1) year each (each a “Renewal Term” and, together with the Initial Term, the “Term”), unless either Party provides the other with written notice of its intention to forego such renewal at least one hundred eighty (180) days prior to the end of the Initial Term or the Renewal Term, as applicable. Notwithstanding any termination or expiration of the MSA pursuant to the terms hereof, the MSA shall remain in effect with respect to any Services provided under any effective Order Form or Statement of Work until the termination or expiration of such Order Form or Statement of Work pursuant to the terms thereof. 4. Entire Agreement. This MSA is the entire agreement between Customer, its affiliates and Corpay regarding each Service provided hereunder and supersedes all other agreements or understandings expressed or implied between the Parties related thereto. Corpay may amend this MSA from time to time by providing written notice of amendments to Customer, and Customer’s continued use of the Services following such notice from Corpay will constitute Customer’s acceptance of the revised version. In the event of any conflict between the documents comprising this MSA, precedence shall be given to the documents in the following order: (i) the applicable Order Form(s) and attachments or exhibits thereto; (ii) the applicable Statement(s) of Work; (iii) the General Terms and Conditions; (iv) this Master Services Agreement; and (v) any User Guides. IN WITNESS WHEREOF, the Parties have executed this MSA as of the Effective Date referenced above. CUSTOMER: CORPAY: By: {{signature1_es_:signer1:signature }} By: {{signature2_es_:signer2:signature }} Name: {{fullname1_es_:signer1:fullname }} Name: {{fullname2_es_:signer2:fullname }} Title: {{title1_es_:signer1:title }} Title: {{title2_es_:signer2:title }} Date: {{date1_es_:signer:date }} Date: {{date2_es_:signer2:date }} REFFERAL PARTNER: 142 00273787.0 EXHIBIT A GENERAL TERMS AND CONDITIONS These General Terms and Conditions (these “General Terms”), as incorporated by reference into the MSA, govern one or more Order Forms or Statements of Work entered into by the Parties from time to time under the terms of the MSA and are effective upon full execution of the MSA. 1. Scope & Services. These General Terms contain the standard terms and conditions applicable to Corpay’s provision of Services to Customer. As used herein, “Services” means commercial spend management services, payment automation services or commercial payments services, including provision of Corpay Mastercard Corporate Cards, which may include fleet, purchasing, T&E multi-cards and virtual cards (collectively, “Cards”), in each case provided by Corpay to Customer pursuant to one or more Order Forms and, if applicable, any custom services provided by Corpay to Customer pursuant to one or more Statements of Work. Terms and conditions specific to each Service selected by Customer are set forth in an applicable Order Form or a Statement of Work. 2. Custom Services. To the extent Customer requires custom services, including, without limitation, custom reporting, data loads, dashboards, report distribution, training and other custom development work, Corpay may provide such custom services pursuant to a Statement of Work agreed to and executed by the Parties. Such Statement of Work will include a description of the scope of services to be performed by Corpay and an estimated cost for such custom services based on Corpay’s applicable standard hourly rates in effect at the time of service. Upon execution, such Statement of Work will be incorporated into the MSA and subject thereto. 3. Representations and Warranties. (a) Each Party represents and warrants to the other Party that: (i) it has the power and authority to carry on its business as currently conducted and it is duly qualified to do business in each jurisdiction where the conduct of its business requires such qualification and where failure to qualify would have a material adverse effect on its operations; (ii) the execution, delivery, and performance of the MSA has been duly and validly authorized; (iii) it has all governmental or quasi-governmental authorizations, permits, registrations, consents and licenses necessary for it to carry on its business as currently conducted; and (iv)) the execution, delivery, and performance of the MSA does not, and will not, result in a breach of, or constitute a default under, any agreement to which it is a party or by which it is bound. (b) Corpay warrants that the Services performed under the MSA will be of professional quality, conforming to commercially accepted industry standards and practices. If Corpay fails to perform any material Service as warranted under this Section 3(b), Corpay will, at its option, either re-perform such Services at its expense, or refund such portion of the fees paid by Customer as is fairly attributable to such Service. Additionally, Corpay warrants that the Services will perform substantially in accordance with applicable User Manuals. Notwithstanding anything to the contrary in the MSA, the remedies provided for in this Section are Customer’s sole and exclusive remedies and Corpay’s sole and exclusive obligations for breach of the warranties in this section 3(b). (c) Customer represents and warrants that it is: (i) a corporate or other similar legal entity validly registered, operating and physically located in the United States; (ii) either a commercial, non-profit or governmental enterprise; (iii) not a money services business as defined under the Bank Secrecy Act’s implementing regulations (“MSB”); and (iv) not a shell bank, a non-licensed bank, a licensed money transmitter, a payment aggregator or bill payment facilitator. (d) EXCEPT AS OTHERWISE EXPRESSLY PROVIDED IN THE MSA, CORPAY DISCLAIMS ALL REPRESENTATIONS, WARRANTIES AND CONDITIONS OF ANY KIND (EXPRESS, IMPLIED, STATUTORY OR OTHERWISE, INCLUDING, BUT NOT LIMITED TO, THE WARRANTIES OF MERCHANTABILITY, FITNESS OR SUITABILITY FOR A PARTICULAR PURPOSE, TITLE AND NON-INFRINGEMENT OF PROPRIETARY RIGHTS) TO THE FULLEST EXTENT PERMITTED BY LAW. CORPAY DOES NOT MAKE ANY WARRANTY THAT ANY OF THE SERVICES WILL BE UNINTERRUPTED, TIMELY, OR ERROR-FREE, OR THAT ANY ERRORS IN THE CORPAY SOFTWARE (AS DEFINED BELOW) OR SERVICES CAN OR WILL BE CORRECTED, UNLESS OTHERWISE EXPRESSLY STATED IN AN ORDER FORM OR A STATEMENT OF WORK. CUSTOMER ACKNOWLEDGES AND AGREES THAT NO INFORMATION OR ADVICE OBTAINED FROM CORPAY, NOR ANY SAMPLE, EXAMPLE, OR DESCRIPTION OF SERVICES, WILL CREATE A WARRANTYOF ANY KIND. 4. Customer Covenants; Acknowledgements. (a) Customer shall and shall cause its affiliates, employees, contractors, officers, directors, agents, attorneys and other representatives (“Representative”) to: (i) use the Services only for legitimate business transactions and not for personal, household or consumer purposes; (ii) only use the Services to make payments on Customer’s own behalf and not on behalf of any third party; (iii) use the Services only for valid and lawful purposes and not for gambling, online gaming, illicit drug transactions, or any unlawful purpose including, without limitation, (a) illegal purchases of goods or services, regardless of whether such transaction violates the laws applicable in the territory where the transaction was initiated or merchant is located, or (b) purchases that are prohibited by local law; (iv) not use the Services for speculative purposes or any payments relating to MSBs, virtual currency, materials that incite violence, hatred, or racism or are considered obscene, or any entity that Corpay has notified Customer poses a fraud or chargeback risk or that Corpay deems, in its sole discretion, to pose a reputational risk to Corpay, the Issuing Bank or Mastercard; (v) not, and not permit any third party to, use the Services in any way that would cause Customer, Corpay or Issuing Bank to violate Applicable Law; (vi) permit Corpay to reasonably investigate or audit Customer’s compliance with Applicable Laws; (vii) not knowingly transmit through or post on using the Services or on any Corpay platform unlawful, tortious, infringing, or harmful material or any material containing software viruses or other harmful or deleterious computer code; and (viii) not knowingly interfere with, disrupt the integrity or performance, or attempt to gain unauthorized access to the Services, related systems, or the data contained therein. (b) Customer acknowledges that Corpay is not a bank or MSB and does not offer banking or MSB services. Customer acknowledges that Corpay does not guarantee or have control over or liability for: (i) the products, services, or other consideration Customer receives from its vendors; (ii) the accuracy of the invoices Customer receives from its vendors; and (iii) whether any payment of any amount to a vendor by Corpay as instructed by Customer will be made within the timeframe agreed to between Customer and its vendor. Customer acknowledges that it has neither consumer law rights nor remedies available to consumers associated with any purchases, charges or other activity associated with the Services. (c) Upon Customer’s request, Corpay will use commercially reasonable efforts to stop a payment or reverse a payment transaction once such transaction has entered the banking system, but Customer acknowledges that Corpay may not be able, and shall have no liability for any failure, to stop or reverse such payment transaction. If Customer requests to cancel or stop a payment to a vendor outside the U.S., Customer shall bear all currency exchange and processing costs and fees associated with the reversal of the payment, including trading losses. (d) Customer shall obtain and maintain all necessary authorizations to provide Corpay with the information that is owned by or relates to any third party prior to providing such information to Corpay. All information provided by Customer to Corpay in connection with the provision and receipt of Services (“Customer Information”) shall be accurate, complete and timely in all respects during the Term, including, as applicable, Customer’s or any vendor’s bank account information, authorized contacts, e-mail addresses, mailing addresses and other contact information. Except as otherwise provided under the MSA, Corpay shall be entitled to rely on any such information (including, without limitation, any vendor payment information) provided by Customer without independent verification, and shall have no liability for any damages resulting from any inaccurate, incomplete or untimely information provided by Customer. Corpay reserves the right to suspend or terminate Customer’s use of any portion of the Services for providing inaccurate or incomplete information or for failing to provide accurate and complete information as required to facilitate Corpay’s fulfillment of its obligations under the MSA. 5. Confidential Information. (a) It may be necessary for each Party (the “Disclosing Party”) to disclose to the other Party (the “Receiving Party”) certain of its proprietary or confidential information in furtherance of the objectives of the MSA or to permit the Parties to perform their respective obligations hereunder, including, 143 00273787.0 without limitation, the rates, terms and conditions of the MSA; technical information; transaction information; or any of the procedures, practices or confidential dealings of the Disclosing Party (the “Confidential Information”). Notwithstanding anything to the contrary in the MSA, business information with respect to vendors that Corpay independently verifies with such vendor or collects from such vendor shall not be deemed Customer’s Confidential Information. The Disclosing Party shall identify as confidential or proprietary, or mark as confidential or proprietary, any information disclosed to the Receiving Party that it deems to be Confidential Information; provided, however, that it shall not be necessary to identify as confidential any information that by its nature should reasonably be known to be confidential or that the Receiving Party accesses through systems or facilities of the Disclosing Party. Confidential Information shall be and shall remain the exclusive property of the Disclosing Party. The Receiving Party shall: (i) not disclose Confidential Information of the Disclosing Party to any third party without the prior written approval of the Disclosing Party or as otherwise permitted under the MSA; (ii) keep Confidential Information of the Disclosing Party confidential and use at least the same level of care to prevent disclosure or unauthorized use of such Confidential Information as the Receiving Party exercises in protecting its own Confidential Information of a similar nature, but in no event less than a reasonable degree of care; (iii) return promptly to the Disclosing Party or destroy all copies and derivatives of Disclosing Party’s Confidential Information upon the Disclosing Party’s written request; and (vi) use Disclosing Party’s Confidential Information only for purposes of furthering the objectives of the MSA or as permitted under the MSA. The confidentiality obligations set forth in this Section 5(a) shall survive any termination or expiration of the MSA for a period of three (3) years thereafter; provided that, as it relates to any Confidential Information that qualifies as a trade secret, such confidentiality obligations shall survive any termination of expiration of the MSA for so long as such Confidential Information continues to qualify as a trade secret under Applicable Law. (b) The confidentiality obligations set forth in Section 5(a) above shall not apply to any Confidential Information that: (i) was in the Receiving Party’s possession without any obligation of confidentiality prior to receipt from the Disclosing Party; (ii) was received in good faith from a third party not subject to a confidentiality obligation; (iii) now is or later becomes publicly known through no breach of confidentiality obligation by the Receiving Party; (iv) was developed by the Receiving Party without use of or reference to any of the Disclosing Party’s Confidential Information; or (v) is required to be disclosed pursuant to subpoena or other process issued by a court or administrative agency having appropriate jurisdiction; provided that, if permitted by Applicable Law, the Receiving Party gives the Disclosing Party sufficient prior notice to permit the Disclosing Party an opportunity to seek a protective order or an exemption from such requirement. (c) If Customer was referred to Corpay by a third-party referral, co-marketing or similar partner with which Corpay has entered into a written agreement providing for such referrals (a “Referral Partner”), then Customer authorizes Corpay to provide the Referral Partner with certain information regarding Customer’s use of the Services on a regular basis, including, but not limited to, information regarding Customer’s spend volumes. If Customer has entered into a separate agreement with a third-party integration partner of Corpay (“Integration Partner”) pursuant to which Integration Partner provides account management or other services to Customer, then Customer authorizes Corpay to provide Integration Partner with (i) access to Customer’s account information with Corpay, including certain administrative functions, and (ii) Customer’s transaction data in Corpay’s possession or control. Customer acknowledges and agrees that Corpay shall have no liability to Customer for any actions or inaction of any Referral Partner or Integration Partner. (d) Customer acknowledges and agrees that all application software developed, utilized and maintained by Corpay (including any software related to the Services provided by Corpay hereunder), the internal hardware utilized by Corpay, the internal operating procedures employed by Corpay, technical information, such as file record layouts, and transaction information, including without limitation Card numbers and any data or information gathered by Corpay, whether at the point-of-sale or otherwise, are solely Corpay’s Confidential Information and, as such, are the exclusive and proprietary property of Corpay. If applicable, the bank identification numbers assigned to all Cards issued in connection with the Services are the property of the Issuing Bank. (e) Except as required to facilitate Corpay’s performance of any of its obligations under the MSA, Customer shall not disclose to Corpay any personally identifiable information that constitutes protected health information as defined under the HIPAA Privacy Rules. (f) If applicable, Customer shall maintain the confidentiality of any user identification and password (“Login Credentials”) used to access or use any of the Services, and Customer shall not transfer such Login Credentials, or lend or otherwise transfer access to or use of the Services, to any third party. Customer shall use commercially reasonable efforts to prevent unauthorized access to, or use of, any Services, and shall immediately notify Corpay of any unauthorized use of, or any other breach of security related to, the Login Credentials. Customer shall be solely responsible for all transactions and other activities conducted using, as well as the accuracy, quality, integrity, legality, completeness, reliability, and appropriateness of all data supplied by Customer or its Representatives to Corpay under, Customer’s account or Login Credentials, and Corpay shall have no liability for any loss or damage arising from Customer’s failure to comply with the obligations set forth in this Section 5(f). 6. Proprietary Rights; Software Ownership, License and ISP. (a) All works of authorship, including but not limited to, designs, plans, specifications, programs, computer output, valuations, estimates, reports, data, memoranda, findings, recommendations of every description and every innovation, conception, improvement, discovery or invention and any intellectual property rights associated therewith created, utilized or developed by Corpay or its Representatives in conjunction with the MSA (“Work Product”) shall be and remain the sole property of Corpay, subject to the licenses granted herein. Corpay owns all of the right, title and interest in and to, or has valid licenses to use and incorporate, any software made available to Customer in connection with the Services (the “Corpay Software” and, together with all Order Forms, Statements of Work, User Manuals, Work Product, and Derivative Technology (as defined below), and all intellectual property and proprietary rights pertaining thereto, collectively the “Corpay Property”). All Corpay Property is protected by copyright, trademark, patent or other intellectual property or proprietary rights and laws. (b) Effective upon the full execution of any applicable Order Form or Statement of Work pursuant to the MSA, and subject to the terms and conditions thereof, Corpay hereby grants to Customer a limited, nonexclusive, nontransferable, terminable, revocable, and non-sublicensable license to (i) access any hosted Services provided under an Order Form or Statement of Work, and (ii) use the Corpay Property solely in the format provided to Customer by Corpay for the sole purpose of accessing and using the Services. Customer hereby grants to Corpay (i) a non-exclusive license to use, reproduce, distribute, modify and display Customer Information as necessary to provide Services to Customer and (ii) a non-exclusive irrevocable and perpetual license to use, reproduce, distribute, modify and display any Customer Information on an aggregated basis in connection with the Services, including improving the results provided thereby. Notwithstanding any other provision in the MSA, Corpay may provide certain Customer Information to its subcontractors and third parties for the purposes of performing the Services hereunder. (c) Except for the rights expressly granted herein, Corpay and/or its licensors shall solely own all right, title, and interest in and to the Corpay Property, all discoveries, ideas, designs, original works of authorship, processes, algorithms, inventions, and know-how derived therefrom or related thereto, and all copyrights, patents, trade secrets, and other intellectual property or proprietary rights therein and thereto. Without limiting the foregoing, Corpay and/or its licensors shall retain ownership of all aspects of any work of authorship (including software) that is based upon all or any portion of the Corpay Property, such as a translation, modification, correction, addition, extension, upgrade, improvement, adaptation, abridgment, recasting, transformation, or elaboration (“Derivative Technology”), regardless of creator, including all right, title and interest in and to the Derivative Technology and all intellectual property rights in the Derivative Technology. Upon the expiration or termination of the MSA, the applicable Order Form, or the applicable Statement of Work, the licenses and related rights herein granted to Customer shall immediately terminate in their entirety and revert to Corpay, and Customer shall cease any further use of Corpay’s trademarks, the Corpay Property, and any intellectual property rights therein. All rights not expressly granted to Customer hereunder are reserved to Corpay and its licensors. (d) Customer may not, directly or indirectly, (i) copy, develop, decompile, reverse engineer, or otherwise attempt to derive source code, underlying ideas or algorithms from the Corpay Software, in whole or in part; (ii) remove alter, or obscure any copyright, trademark, patent, logo, government restricted rights, or other notices or legends; (ii) modify, adapt, recast, compile, translate, or create derivative works from, utilizing, or based 144 00273787.0 upon the Corpay Software, User Manuals, or related Corpay Confidential Information or intellectual property rights, or use the same for application development purposes or in a manner adverse to Corpay and/or its affiliates; or (iv) allow access to the Corpay Software by any person or entity other than Company and its authorized Representatives, including any use on a time share or “service bureau” basis. (e) To use Corpay Software and the Services, Customer must have its own Internet Service Provider (“ISP”) or other means of accessing the Internet, the necessary computer equipment and software, and a compatible browser. Corpay is not responsible for the actions or inactions of Customer’s ISP. Corpay is not responsible for any error, failure or malfunction of Customer’s computer or software. Corpay is not responsible for, and Customer shall indemnify and hold Corpay harmless from, Indemnified Losses arising out of or in connection with, any security breach, compromise, intrusion, misuse and/or failure accomplished via, using, or exploiting Customer’s firewall, computer hardware, computer software, or computer network through which Customer accesses the Corpay Software or any Services. 7. Default; Termination. (a) In the event of Customer’s breach or default under the payment terms of the MSA, Corpay shall have the right to immediately suspend any of the Services until such breach is cured. In the event such breach or default is not cured within a reasonable period not to exceed ten (10) days, Corpay may thereafter terminate the MSA, the applicable Order Form, or the applicable Statement of Work upon written notice to Customer and without liability to Corpay. In the event of any other default under the MSA by either Party, the non-defaulting Party shall provide the defaulting Party written notice of the nature of the default. The defaulting Party shall have thirty (30) days from the date of the default notice to cure the default, and if the default is not cured within such period, then the non-defaulting Party may thereafter terminate the applicable Order Form or the applicable Statement of Work upon written notice to the defaulting Party. In addition to any other rights of termination hereunder, either Party may terminate the MSA, the applicable Order Form, or the applicable Statement of Work upon prior written notice with respect to any individual state or jurisdiction if the terminating Party can demonstrate, with documentary support, that changes in Applicable Laws or the interpretation thereof will make the performance of such Party’s obligations hereunder, under the applicable Order Form, or under the applicable Statement of Work not commercially feasible. The effective date of termination under the preceding sentence will be ninety (90) days from the date notice is delivered, or upon the effective date of the new or amended Applicable Law, whichever occurs sooner. Customer’s obligation to pay for all outstanding amounts incurred before the effective date of termination shall survive termination. For clarity, any notice of termination of an individual Order Form or Statement of Work shall not be construed as a notice of termination for the entire MSA, any other Order Form, or any other Statement of Work unless such notice expressly provides for such termination. In the event there are further transactions between Corpay and Customer after termination of the MSA or any Order Form or Statement of Work, such transactions shall not be construed as a renewal of the MSA or any terminated Order Form or Statement of Work or as a waiver of such termination, but all such transactions shall be governed by terms identical to the MSA and any previously applicable Order Form or Statement of Form, unless otherwise agreed in writing. (b) Corpay may immediately terminate the MSA, any Order Form, or any Statement of Work in the event that Applicable Law, the Mastercard network or Regions Bank or a successor financial institution (the “Issuing Bank”) prohibits any of the Services or the Issuing Bank ceases to be a network member of Mastercard or a payment card issuer; provided, however, that Corpay shall endeavor to provide Customer with advance notice thereof. (c) For purposes of the MSA, the term “Applicable Law” means the following as in effect from time to time: (i) any and all applicable federal, state, provincial and local laws, statutes, ordinances, orders, codes, rules, regulatory guidance, regulations or other requirements having the force of law that govern or affect the MSA, the subject matter under the MSA, or the Parties rights and obligations under the MSA; (ii) any and all supervisory directives, policies, practices, protocols, standards and guidance of regulators having jurisdiction over the Issuing Bank governing or affecting the MSA, or the subject matter thereof, (iii) any and all directives, policies, practices, protocols, codes, standards and guidance of regulators which, although not necessarily having force of law, is regarded by such regulator as requiring compliance as if they had force of law; and (iv) any and all bylaws, rules, operating regulation, guidelines, requirements, standards, or mandates of any kind promulgated from time to time by the Mastercard or other network. 8. Indemnification; Limitation of Liability. (a) Customer shall indemnify, defend and hold harmless Corpay, its affiliates, and their respective officers, directors, members, shareholders, employees, agents, contractors, successors and assigns (each a “Corpay Indemnified Party”), from and against any and all claims, suits, actions, proceedings, losses, damages, liabilities, costs and expenses (including reasonable attorneys’ fees and expenses) asserted by a third party (collectively, “Indemnified Losses”) relating to or arising from: (i) any breach of the MSA by Customer or its Representatives; (ii) illegal or fraudulent acts of Customer or its Representatives, (iii) Customer’s use of the Services, including any payment initiated or made by Customer using the Services; (iv) any other action taken or omitted by Corpay pursuant to Customer’s instructions or in reliance on information provided by Customer, (v) a claim that any Customer Information infringes or misappropriates any third party intellectual property rights, or (vi) Customer’s misuse, disclosure or distribution of any Customer Information, in each case except to the extent such Indemnified Losses are caused solely by Corpay’s breach of the MSA. (b) Corpay shall defend, indemnify and hold harmless Customer, its affiliates and their respective officers, directors, members, shareholders, employees, agents, contractors, successors and assigns (the “Customer Indemnified Parties”) from and against any and all claims, suits, actions, proceedings, losses, damages, liabilities, costs and expenses (including reasonable attorneys’ fees and expenses) asserted by a third party relating to any claim made that the Services as supplied by Corpay infringe a United States copyright or a United States patent. However, Corpay’s obligations under this Section 8(b) are subject to the following conditions: (a) you must promptly notify Corpay in writing of the action (provided failure to promptly notify shall not relieve Corpay of its obligations hereunder unless it can establish it was materially prejudiced thereby); (b) you grant Corpay sole control of the defense; and (c) you must provide Corpay, at Corpay’s expense, with all reasonable assistance, information and authority reasonably requested for the defense of the action. Corpay will not be responsible for any compromise made or expense incurred without its consent. Corpay shall not settle any matter on behalf of Customer without Customer’s express written consent, which shall not be unreasonably withheld, except any settlement that is solely for monetary damages that are to be borne by Corpay and involves no admission of guilt or fault on behalf of Customer or the Customer Indemnified Parties. (c) IN NO EVENT SHALL EITHER PARTY HAVE LIABILITY TO THE OTHER FOR INDIRECT, CONSEQUENTIAL, SPECIAL, INCIDENTAL OR PUNITIVE DAMAGES, OR DAMAGES FOR LOSS OF PROFITS, LOSS OR INTERRUPTION OF BUSINESS, LOSS OF USE, LOSS OF DATA, LOSS OF OTHER INTANGIBLES, LOSS OF SECURITY OF INFORMATION, UNAUTHORIZED INTERCEPTION OF ANY SUCH INFORMATION BY THIRD PARTIES, OR COSTS OF PROCUREMENT OF SUBSTITUTE GOODS OR SERVICES, WHETHER SUCH LIABILITY IS ASSERTED ON THE BASIS OF CONTRACT, TORT (INCLUDING NEGLIGENCE OR STRICT LIABILITY), OR OTHERWISE AND REGARDLESS OF WHETHER SUCH PARTY WAS MADE AWARE OF THE POSSIBILITY OF SUCH DAMAGES. TO THE EXTENT NOT PROHIBITED BY LAW, CORPAY’S SOLE RESPONSIBILITY, AND CUSTOMER’S SOLE AND EXCLUSIVE REMEDY, FOR DAMAGES CAUSED BY CORPAY’S BREACH OF THE MSA, ERROR, DELAY, OR ANY ACTION OR FAILURE TO ACT SHALL BE LIMITED DURING THE TERM TO DIRECT MONETARY DAMAGES NOT TO EXCEED THE TOTAL CORPAY REVENUE EARNED UNDER THE APPLICABLE ORDER FORM OR STATEMENT OF WORK DURING THE TWELVE (12) MONTHS IMMEDIATELY PRECEDING THE INCURRENCE OF SUCH LOSS. FOR CLARITY, WITH RESPECT TO ANY LIABILITY THAT CUSTOMER SEEKS TO RECOVER FROM CORPAY, THE APPLICABLE LIMITATION OF CORPAY’S LIABILITY SHALL BE DETERMINED BASED ON THE CORPAY REVENUE EARNED UNDER THE ORDER FORM OR STATEMENT OF WORK PROVIDING FOR THE SERVICES GIVING RISE TO SUCH LIABILITY. FOR PURPOSES OF THIS PROVISION, “CORPAY REVENUE” SHALL MEAN THE PORTION OF MASTERCARD INTERCHANGE RECEIVED AND RETAINED BY THE APPLICABLE CORPAY AFFILIATE WITH RESPECT TO CUSTOMER’S SPEND ONLY THROUGH THE SPECIFIC SERVICES GIVING RISE TO LIABILITY, PLUS ANY FEES PAID BY CUSTOMER TO CORPAY AND EXCLUDING ANY INCENTIVE OR REBATE AMOUNTS PAID TO CUSTOMER, CHARGE BACKS, AND/OR CREDIT LOSSES IN CONNECTION WITH SUCH SERVICE. 9. Fees. Customer agrees to pay to Corpay the fees set forth in each applicable Order Form and Statement of Work. Unless otherwise provided in an Order Form or Statement of Work: (i) Corpay shall submit invoices to Customer for any such fees payable to Corpay; (ii) for all setup fees set forth 145 00273787.0 in an applicable Order Form or Statement of Work, Corpay shall submit an invoice upon Customer’s execution of the applicable Order Form or Statement of Work; (iii) Customer shall pay any and all one-time setup or implementation fees set forth in each Order Form within thirty (30) days after Customer’s execution of such Order Form; (iv) Corpay shall commence submission of invoices to Customer for all monthly and transactional fees set forth in each Order Form ninety (90) days after Customer’s execution of the applicable Order Form(s) or, if applicable, within thirty (30) days after the first production transaction through the applicable Services; and (v) Customer shall pay each invoice within thirty (30) days after the date of such invoice. 10. Statements; Reporting. If applicable, Corpay shall make available on-line billing statements and reports. For statements involving Cards, Customer understands and agrees that Corpay may filter data received from merchants from time to time as necessary to provide complete reporting information to Customer when the merchant is unable to deliver complete purchase detail. 11. Disputed Items. If applicable, Customer must notify Corpay in writing of any disputed item on Customer’s billing statement within sixty (60) days after the date of the billing statement, or such billing statement will be deemed undisputed and accepted by Customer. Unless required by law, Corpay is not responsible for any problem Customer may have with any goods or services charged to any Cards issued to Customer. If Customer has a dispute with a merchant about a transaction involving a Card, Customer must pay Corpay and attempt to resolve the dispute with the merchant prior to sending the dispute to Corpay. If Customer is unsuccessful in resolving the dispute directly with the merchant, Corpay will attempt to process the dispute through Mastercard subject to the Mastercard rules, as they may be changed from time to time in Mastercard’s sole discretion. Corpay is not responsible if any merchant refuses to honor Cards. 12. Right of Setoff and Recoupment. Corpay shall have the right to setoff and apply any amounts owing by Corpay to Customer against any amounts owing from Customer to Corpay pursuant to any agreement between the Parties or any amounts in the possession of or under the control of Corpay. 13. Force Majeure. Each Party shall be excused from performance under the MSA for any period to the extent such Party is prevented from performing any obligation, in whole or in part, as a result of: (a) causes beyond its reasonable control and without its negligent or willful misconduct, including without limitation, acts of God, fires, floods, explosions, natural disasters, war, acts of terrorism or other hostilities, labor disputes, civil disturbances, governmental acts, orders or regulations, acts of Mastercard, third-party nonperformance, or failures or fluctuations in electrical power, heat, light, air conditioning or telecommunications equipment; and/or (b) such party having a reasonable belief that performing such obligation would violate any Applicable Law. 14. Monitoring and/or Recording Communication. Customer understands and agrees that Corpay may in its discretion, but is not obligated to, monitor and/or record any telephone calls or other communications between Corpay and Customer or its Representatives without any further notice for quality control and other purposes related to the Services, and Corpay may use the resulting information for internal purposes or as may be required by Applicable Law. Customer hereby consents to Corpay’s monitoring or recording of any telephone calls and communications with Customer or its Representatives. Customer acknowledges that Corpay may not record all telephone calls or communications, and Corpay does not guarantee that recordings of any particular telephone call or communication will be retained or capable of being retrieved. 15. Taxes. All amounts and fees stated or referred to in the MSA are exclusive of taxes, duties, levies, tariffs, and other governmental charges (including, without limitation, withholding and VAT) (collectively, “Taxes”). Customer shall pay or reimburse Corpay for all federal, state, dominion, provincial, or local sales, use, personal property, excise or other Taxes, fees, or duties arising out of the MSA or the transactions contemplated by the MSA (other than Taxes on the net income of Corpay). Customer is solely responsible for any and all Tax-related obligations in connection with using the Services, including, without limitation, proper withholding and reporting, and Customer agrees to indemnify and hold the Corpay Indemnified Parties harmless from any and all liabilities, including interest and penalties, which are or may be imposed on the Corpay Indemnified Parties pursuant to any such federal, state and local tax laws and regulations. 16. Press Releases, Publicity, Etc. Customer shall not issue any press release or disseminate similar publicity or other information regarding the MSA or the Services provided thereunder without Corpay’s prior written consent. Furthermore, Customer shall not utilize the trademarks, service marks, trade names or logos of Corpay, Issuing Bank or Mastercard, including, without limitation, web site information, instructional or marketing materials or brochures, without the express prior written consent of Corpay, Issuing Bank or Mastercard, as appropriate. 17. Independent Contractors. None of the provisions of the MSA are intended to create nor shall be deemed or construed to create any relationship between the Parties other than that of independent entities contracting with each other solely for the purpose of effecting the provisions of the MSA. Neither of the Parties, nor any of their respective Representatives, shall be construed to be the employer of the other Party. 18. Compliance. To help the government fight the funding of terrorism and money laundering activities, U.S. federal law requires Corpay to obtain, verify, and record information that identifies Customer (and any guarantor or co-maker) as part of initial and on-going customer review processes. Therefore, Corpay may, at Corpay’s sole discretion, require Customer to provide various identifying information that will allow Corpay to properly identify Customer, which may include, without limitation, name, address, taxpayer identification number, and other information. Customer represents and covenants that (i) Customer and, if applicable, any person to whom Customer provides a Card are not currently and shall not become subject to any law, regulation or list of any government agency (including, without limitation, the U.S. Office of Foreign Asset Control list) that prohibits or limits Corpay from conducting business with Customer or such Cardholder, and (ii) Customer shall provide to Corpay, Mastercard or Issuing Bank, upon such party’s request, documentary and other evidence of Customer’s identity or, if applicable, the identity of any person to whom Customer provides a Card, so that Corpay may comply with any Applicable Law or Corpay’s Anti-Money Laundering Policy. Corpay may, in its sole discretion, take any action to comply with Applicable Laws concerning money movement, may refuse to make any payment on behalf of Customer at Corpay’s sole discretion and, if Corpay reasonably believes that any of the Services have been or are being used for any unauthorized, illegal or criminal purpose, disclose to law enforcement information about Customer, Customer’s account with Corpay and any of Customer’s transactions, in each case without any liability to Corpay, provided, however, that Corpay shall endeavor to provide Customer with advance notice of any such event unless prohibited by Applicable Law. 19. Privacy Policy. Corpay’s privacy policy, available online at https://www.fleetcor.com/privacy-policy.html (“Privacy Policy”), governs Customer’s use of the Services. The Privacy Policy explains how Corpay treats Customer’s personal data and protects Customer’s privacy when Customer uses the Services. The Privacy Policy also explains Customer’s privacy rights, if any. Customer agrees to be bound by and to comply with the Privacy Policy, which is incorporated by reference herein, and acknowledges that any information Customer provides or gives Corpay permission to access may also be used by Corpay’s domestic and international affiliates and partners in connection with an offer of services to Customer. With respect to all matters concerning Customer’s privacy, in the event of any conflict between this MSA and the Privacy Policy, the terms of the Privacy Policy shall control. 20. Notices. All notices or other communications required or permitted to be made or given under the MSA by one Party to the other Party shall be in writing and shall be deemed to have been given when hand delivered or: (i) if sent by e-mail, twenty-four (24) hours after the email is sent unless the sending Party receives notice that the e-mail was not delivered; (ii) if by recognized express courier service, on the date delivery is recorded by the courier; and (iii) if by U.S. certified mail, three (3) business days after deposit in the mail with first-class postage prepaid and return receipt requested. Notice shall be addressed, if to Customer, in accordance with Customer’s contact information set forth on the MSA and, if to Corpay, to Corpay, 5301 Maryland Way, Brentwood, TN 37027, attention: General Counsel. 21. [Reserved.] 22. Miscellaneous. (a) Failure to insist upon strict compliance with any of the terms or conditions of the MSA shall not be deemed a waiver of such term or condition, nor shall waiver or relinquishment of any right or power at any time be deemed a subsequent waiver or relinquishment of such right or power. (b) Corpay may change the terms of the MSA or any Order Form at any time, including, without limitation, in the event of any new or future changes to Applicable Law, the interpretation thereof or changes in the Mastercard network rules, and will notify Customer of any such changes at least thirty (30) days prior to the effective date of such change, unless a shorter notice period is required by Applicable Law or Mastercard network rules. If Customer does not agree to any such change, it may provide written notice to Corpay of its objection to such change within ten (10) days after receipt of notice from 146 00273787.0 Corpay of the change, and, upon receipt of such objection, Corpay may withdraw the change by written notice to Customer. If Corpay does not withdraw the change, it will become effective on the date specified in the original notice of change to Customer; provided that Customer may terminate the applicable Order Form with written notice to Corpay within fifteen (15) days after the effective date of such change. Unless Customer provides notice of its objection as set forth above and exercises its right to terminate in the event Corpay does not withdraw such change, retention or use of the Services after the effective date of any such change will constitute acceptance of the new terms. (c) The section and other headings contained in the MSA are for reference purposes only and shall not affect the meaning or interpretation of the MSA. (d) In case one or more of the provisions contained in the MSA, or any application thereof, shall be invalid, illegal, or unenforceable in any respect, the validity, legality and enforceability of the remaining provisions contained therein and any other application thereof shall not in any way be affected or impaired. (e) No provision of the MSA shall be construed in favor of, or against, any particular party by reason of any presumption with respect to the drafting of the MSA, and both Parties, having fully participated in the negotiation thereof, hereby agree that the MSA shall not be subject to the principle that a contract would be construed against the party that drafted the same. (f) Customer may not transfer or assign the MSA, by operation of law or otherwise, without the prior written consent of Corpay. (g) Corpay may engage any third party in order to perform its responsibilities under the MSA, provided that, with respect to Customer, Corpay shall be responsible for such performance in all respects. (h) Customer acknowledges and agrees that electronic records and signatures shall have the full legal effect of a written instrument. (i) In the event that the amounts owed by Customer to Corpay are turned over to a collection agency or an attorney for collection of unpaid amounts or otherwise to enforce the MSA, Customer agrees to pay all costs, fees and expenses of such agency or attorney, including, without limitation, court costs and out-of-pocket expenses. (j) All fees or other amounts to be paid by Customer to Corpay under this MSA shall be denominated in U.S. dollars. (k) Corpay is not responsible for fees or other charges charged to vendors, if any, by such vendors’ banks for receiving Customer funds. (m) All financial statements and compliance with U.S. Generally Accepted Accounting Principles, Internal Revenue Service and statutory tax requirements and/or the U.S. Securities and Exchange Commission’s SX and SK requirements under the Securities Exchange Acts of 1933 and 1934 are the responsibility of Customer and Corpay does not accept any of the Customer’s responsibilities in relation to the validity and correctness of Customer’s financial statements, tax filings or obligations under any provision of the Securities Exchange Acts of 1933 and 1934. 23. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Contractor pursuant to this Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 24. AUDIT. Pursuant to Minnesota Statutes, § 16C.05, Subdivision 5, the Contractor agrees that the City, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures of the City, and involve transactions relating to this Agreement. The Contractor agrees to maintain these records for a period of six years from the date of termination of this Agreement. 25. Non-Discrimination. In the hiring of employees to perform work under this Agreement, the Contractor shall not discriminate against any person by reason of any characteristic or classification protected by state or federal law 26. Insurance. During the term of this Agreement, Corpay shall maintain insurance, at its own expense, which policies shall be obtained from a third-party insurer with a A.M. Best rating of at least “A” as follows: i. Worker’s Compensation which shall fully comply with the statutory requirements of all applicable state and federal laws; ii. Commercial General Liability in an amount not less than $1,000,000 per occurrence and $2,000,000 aggregate for bodily injury, death, property damage and personal injury; iii. Professional Liability including Errors and Omissions insurance in an amount not less than $1,000,000 per occurrence and $5,000,000 aggregate; and iv. Umbrella liability policy in an amount not less than $5,000,000. b. Corpay shall provide a certificate of insurance evidencing all foregoing coverages prior to or upon execution of this Agreement and shall update such certificate upon Customer request. Where permitted, Corpay shall name Customer as an additional insured on its General Liability policy. 147 00273787.0 EXHIBIT B ORDER FORM PAYMENTS AUTOMATION The terms and conditions of this Order Form (this “Order Form”) are incorporated into and made a part of that certain Master Services Agreement, by and between the Parties (the “MSA”), and are effective upon full execution of the MSA. Capitalized terms used but not defined herein shall have the meaning ascribed to them in the MSA. 1. Services. (a) Corpay shall provide to Customer, and Customer shall receive from Corpay, commercial payment services through Corpay’s proprietary payment platform software (the “Payments Automation Software”) that support the automation of Customer’s business accounts payable process via the payment modalities described below (the “Payments Automation Services”). The primary terms of the Payments Automation Services provided hereunder are as follows (the “Primary Terms”): Software & Services Description Qty. Fees AP Gateway AP Gateway, Corpay’s accounts payable platform for automating electronic payments. Includes payment file upload, configurable approvals, reporting, multiple hierarchies for approval and reporting, reconciliation information, remittance information for suppliers and return file for your ERP system. Payment modalities:  Virtual Cards  Electronic Printed Check  ACH Unlimited users $600.00 per month Continuous Vendor Enablement For existing and new vendors, our service professionals will enable all vendors for electronic payments. Corpay securely stores, maintains and updates vendor information All vendors you pay Included Payment Command Center Vendors can view payment history by invoice or payment Download payment data or print individual remittances Available for card accepting vendors Included Transaction Services  MasterCard and Corpay Proprietary Network = $0.00 per transaction*.  Domestic ACH delivered in USD = $0.98 per transaction*  Print Check (protected by Positive Payee services) = $0.98 (US postage Included)* *A single transaction can have an unlimited number of invoices per supplier number. Unlimited transactions See Description column AP Gateway Setup, Configuratio n and Training and Adoption Support • Dedicated project manager during onboarding • Account Manager assigned for at least 90 days to assist with customer adoption, training and transition to long-term support • Enablement of current vendors • Payment File Mapping • Standard Return File • Preconfigured integration or mapping to Customer ERP. • Up to two (2) domestic U.S. bank accounts configured, $500 for each additional domestic bank account • Up to five (5) separate locations setup and configured, $500 for each additional location • User setup and approval configurations • Training your AP team on payment submission, approval, reconciliation reports and return files • Hands-on assistance with your first payment run • New employees or refresher training on demand Unlimited users $2,300.00 one-time setup Optional Services (Quoted Separately as Needed) • Changes Payment File Format • Changes to ERP System • Sandbox Implementation • Single Sign-On (SSO) Integration • Remittance Attachments • Custom Reports • Invoice Image Viewing • Custom Return File Incentives Description Mastercard Transaction s Incentive  Virtual Card Transactions: Fixed Incentive equal to 105 Basis Points 148 00273787.0 Other Virtual Card Terms Description (b) Customer shall provide its vendor list (“Customer Vendor List”) to Corpay and identify any individuals or vendors outside of the United States to which Customer intends to pay using the Payments Automation Service. For vendors outside of the United States, Customer is responsible for providing Corpay the name, address (including country), complete banking information, and payment method to be used for each vendor (“Vendor Payment Information”). (c) Customer shall be responsible for ensuring that invoices to be paid using the Payments Automation Services are accurately included in a payment file sent by individuals authorized to execute payment instructions on Customer’s behalf to Corpay for payment. Upon receipt of a payment file from Customer, Corpay shall process such payments in accordance with the MSA. Corpay will electronically debit funds from Customer’s bank account as identified by Customer to Corpay (the “Customer Transaction Account”) to instruct payment of all payment files Corpay receives from Customer. Prior to any such debit, Customer agrees to provide written authorization to Customer’s bank expressly authorizing Corpay to debit the Customer Transaction Account for the purpose of rendering the Payments Automation Services. All debits from the Customer Transaction Account will be originated in accordance with the rules of the National Automated Clearing House Association and Article 4A of the Uniform Commercial Code. For each vendor invoice for which Corpay makes a payment, Corpay will forward remittance information provided by Customer to the applicable vendor. (d) Customer acknowledges and agrees that payment errors may occur in the ordinary course of business in connection with the Payments Automation Services due to actions or inactions of Customer, its vendors, or Corpay, as applicable. Customer shall (i) promptly notify Corpay upon discovering or suspecting any errors or inaccuracies in any payment or information related to any payment and (ii) cooperate with Corpay to correct any payments made that are misdirected, unauthorized, erroneous, or duplicative. (e) For payments to vendors within the United States: i. Corpay shall contact any vendor on the Customer Vendor List (except for any vendor that is an individual) to request such vendor to agree to receive payments electronically through use of virtual cards. If such vendor does not agree to receive payments electronically through the use of payment Cards, Corpay will (1) determine and use the most optimal alternative method of providing Payments Automation Services to pay such vendor’s invoices and, (2) for vendors requiring payment by ACH, perform Corpay’s internal ACH validation process on all payment information provided by such vendors through Corpay’s enrollment process (such ACH information validated through this process, “Corpay Validated ACH”). For all payments Corpay makes by virtual cards or by Corpay Validated ACH to a vendor on behalf of Customer, Corpay shall be responsible for any direct monetary damages caused by or resulting from fraudulent acts (except for any acts by Customer or any of its directors, officers, employees, agents or representatives) up to the amount of such payment. ii. Notwithstanding anything to the contrary in the MSA, in no event will Corpay be responsible for any loss or other damages resulting from fraudulent acts related to any of the following: (A) any ACH payment that Customer requests, in a written format determined by Corpay, to be made pursuant to payment information provided by Customer and not confirmed through Corpay’s internal ACH validation process, including, but not limited to, ACH payments to Customer’s employees; and (B) any payments by print check based on payment information provided by Customer, in each case except to the extent caused by Corpay’s willful misconduct or failure to execute correctly the payment instructions provided by Customer; provided, however, that Corpay shall use its commercially reasonable efforts to assist Customer in its efforts to recover such loss or damages. (f) For payments to vendors outside the U.S.: i. Corpay shall be entitled to rely on any Vendor Payment Information provided by Customer to Corpay, without independent verification, and shall have no liability for any loss or other damages resulting from any inaccurate, incomplete or untimely information provided by Customer, except to the extent such loss or other damages is caused by Corpay’s willful misconduct or failure to 149 00273787.0 execute correctly the payment instructions provided by Customer; provided, however, that Corpay shall use its commercially reasonable efforts to assist Customer in its efforts to recover such losses or damages. ii. Corpay may require up to one Business Day to complete a review of all Vendor Payment Information for vendors outside the U.S. before a payment can be made. Corpay will have no liability for currency exchange costs or payment transaction costs for relying on the information provided by Customer. As used herein, “Business Day” means any day on which banks in the United States are open for business. iii. For payments that require a currency translation, Customer will be able to view the currency exchange rate that will apply to a payment to be made to a vendor outside the U.S. to exchange U.S. Dollars into the applicable payment currency. Once Customer reviews the currency exchange rate that will apply to such payment and accepts such rate in the Payments Automation Software by clicking on the “Lock Rate” button, Customer will have entered into a binding contract to purchase currency. Customer acknowledges that it may not be possible to cancel such purchase after Customer clicks the “Lock Rate” button. If Customer cancels a payment after Customer has clicked “Lock Rate,” Customer is responsible for the payment of all bank fees and other costs associated with canceling such payment and returning funds, including any trading losses. Customer acknowledges and agrees that Corpay will not make payment of any vendor invoice it receives from Customer for a vendor outside the U.S. until Customer has clicked the “Lock Rate” button for the currency exchange rate to be applied to such payment. If a payment involves an exchange rate of 1.00 (i.e., settlement currency and payment currency values are the same), Corpay shall automatically lock the exchange rate and Customer may not stop the payment process. iv. Corpay cannot guarantee the same currency exchange rate for all payments made using the Payments Automation Services. v. Cambridge Mercantile Corp. (U.S.A.), d/b/a Corpay Cross-Border and an Affiliate of Corpay, will provide money transfer services in connection with electronic payments to vendors outside the U.S. and holds all requisite licenses to provide such services. vi. In the event that Customer uses the Payments Automation Software or Payments Automation Services to make payments to your vendors residing or located in the European Union (payments to individuals are not permitted), Customer acknowledges and agrees that Corpay is facilitating such payments at Customer’s behest and not in connection with the offering of any Corpay services to such vendors. vii. Corpay cannot control or be responsible for the time it takes financial institutions and payment service providers to process transactions. If Corpay makes a payment of an invoice on a day that is not a Business Day in the jurisdiction where the vendor is located, the payment date will be processed on the next Business Day. 2. Term. (a) The initial term of this Order Form shall be coterminous with the Initial Term under the MSA unless earlier terminated pursuant to the MSA. After the Initial Term, the term of this Order Form shall automatically renew for successive periods of one (1) year each (each a “Renewal Term” and, together with the Initial Term, the “Term”), unless either Party provides the other with written notice of its intention to forego such renewal at least one hundred eighty (180) days prior to the end of the Initial Term or the Renewal Term, as applicable, subject to earlier termination in accordance with the MSA. During the Term, Customer agrees that Corpay shall be Customer’s sole and exclusive provider of payment automation services and virtual cards. (b) During the Term of this Order Form, Customer may elect to temporarily suspend its access to and use of the Payments Automation Software and the Payments Automation Services by providing written notice to its designated Corpay relationship manager at least thirty (30) days prior to the desired date of such suspension. During any such suspension, Customer shall have no access to or use of the Payments Automation Software or the Payments Automation Services, and Customer shall not be required to pay any monthly fees. Customer may reinstate its access to and use of the Payments Automation Software and the Payments Automation Services by providing written notice of such reinstatement at least thirty (30) days prior to the desired date of reinstatement, at which point Customer’s obligation to pay monthly fees hereunder shall resume; provided, however, that Corpay may require Customer to satisfactorily complete Corpay’s screening process prior to such reinstatement. 3. Monthly Incentive. (a) Mastercard Transactions. i. Corpay shall pay to the Customer an incentive on all Card transactions settled through the Mastercard network in the amount set forth in the Primary Terms above (the “Mastercard Transactions Incentive”), which shall be paid monthly and calculated each month based on the Customer’s previous month’s spend volume, net of any charge backs and credit losses, and is subject to (i) any reductions in interchange payable by Mastercard, (ii) any Mastercard or issuing bank fees applicable to any transactions, and (iii) any other costs or expenses associated with any transactions. ii. If Customer is receiving a fixed Mastercard Transactions Incentive as indicated in the Primary Terms above and the interchange received by Corpay for any Mastercard transaction under such Order Form is less than 220 basis points for any reason, Corpay will, in lieu of such fixed Mastercard Transactions Incentive, pay Customer an incentive equal to the lesser of (i) net interchange generated by such transaction minus 135 basis points of such transaction amount or (ii) the fixed incentive indicated in the Primary Terms above. If Customer is receiving a fixed Mastercard Transactions Incentive as indicated in the Primary Terms above and any transaction under this Order Form is processed using Corpay’s PayForYou or similar service, Corpay will, in lieu of such fixed Mastercard Transactions Incentive, pay Customer an incentive for such transaction equal to 50 basis points. 150 00273787.0 iii. For any incentive that is based on net Mastercard interchange, Corpay will calculate the pass-through processing costs (including Mastercard and Issuing Bank fees) as of the calendar year of the Effective Date of this Order Form, and such costs will remain fixed for the Initial Term of this Order Form unless such processing costs increase materially. iv. Customer’s monthly Mastercard Transactions Incentive paid under this Order Form may be adjusted in the event Mastercard decreases the interchange rate payable on Customer’s transactions, or should Mastercard or Corpay’s issuing bank increase any fees or assessments applicable to Customer’s transactions under this Order Form, such that Corpay retains a minimum of 135 basis points per transaction. In the event that Customer has a late payment during any month, Customer may forfeit the monthly Mastercard Transactions Incentive accrued for such month, and Corpay reserves the right to withhold the monthly Mastercard Transactions Incentive for such month. (b) Corpay Network Transactions. For any card transactions at merchants (excluding fuel merchants) that are in Corpay’s network of merchants with whom transactions settle directly between Corpay and such merchants and not through the Mastercard network (the “Corpay Network Transactions”), Corpay will pay Customer an incentive for such transaction equal to 50 basis points. (c) 4. Changes to Payments Automation Service . Corpay reserves the right to change the Payments Automation Service in its sole discretion and from time to time. Corpay will provide written notice to Customer if any such change materially and adversely affects Customer. If Customer does not agree to any such change, it may provide written notice to Corpay of its objection to such change within ten (10) days after receipt of notice from Corpay of the change, and, upon receipt of such objection, Corpay may withdraw the change by written notice to Customer. If Corpay does not withdraw the change, it will become effective on the date specified in the original notice of change to Customer; provided that Customer may terminate the applicable Order Form with written notice to Corpay within fifteen (15) days after the effective date of such change. Unless Customer provides notice of its objection as set forth above and exercises its right to terminate in the event Corpay does not withdraw such change, retention or use of the Payments Automation Service after the effective date of any such change will constitute acceptance of the new terms. Also, Corpay may, from time to time, revise or update the applications, software, services, or related material or information of the Payments Automation Service. Such actions may render all prior versions obsolete. As a result, Corpay reserves the right to terminate this Order Form, in whole or in part, as to any prior versions of the applications, software, services, or related material or information, and limit access to only the Payments Automation Service’s most recent revisions and updates. 151 00273787.0 Optional Services Services Description Fee Domestic U.S. Bank Account Configuration Additional U.S. domestic bank accounts configured beyond the number of bank account configurations included under the applicable Order Form. $500 per account International Payment Configuration Setting up the ability to make international payments funded from the customer’s bank account. $1,000 per account Additional Locations (i.e., a separate legal entity or other business unit or division set up in Corpay’s system as a separate location) Setup, configuration, and testing of additional locations beyond the number of locations included under the applicable Order Form. $500 per location Changes in Payment File (payment or return files) Field updates or changes to the payment file format after written approve is received on the payment file. $500 per change Changes in ERP System Changes to ERP or accounting system for active customers that require a change in the payment file map. ERP dependent. Implementations to provide a quote on a case by case basis (minimum $2,500) Sandbox implementation Setup and update the planned production environment within Corpay and your sandbox. This excludes any integration setup. $2,500 per sandbox Single Sign-On (SSO) Integration Integration with the customer’s SSO system. Quoted based on assessment by Corpay Implementation Team (minimum $2,500) Print check from customer’s bank account Customer configuration to setup check printing service on customers own bank account. Includes MICR testing and configuring. A positive pay file will be configured, tested, and delivered to a customer’s bank. $5,000 per account Remittance attachments Configuration to send additional backup documentation as part of the remittance information sent to the vendor. Data encryption is provided for delivery of sensitive information. Quoted based on assessment by Corpay Implementation Team (minimum $500) Custom reports Custom reports for your AP departmental needs Quoted based on assessment by Corpay Development Team Invoice Image Viewing View invoices within the payment approval workflow Quoted Custom Return File The return file is customized to the customer ERP requirements Quoted 152 00273787.0 153 00273787.0 154 PRODUCT OVERVIEW SHEET | FG-APVR-0521 1WWW.STAMPLI.COM Fast & Easy Invoice Approval Stampli makes invoice approvals quick and easy by providing you with everything needed at your fingertips, including invoice details, activity, vendor history, and more, to make well-informed decisions and get vendors paid. Here’s how it works: You’re automatically notified as soon as your approval is required. After that, it’s as easy as Review, Respond, & Go! 155 PRODUCT OVERVIEW SHEET | FG-APVR-0521 2WWW.STAMPLI.COM 1. 2. 3. Get Answers to Invoice and Purchase Questions Use the comprehensive activity feed to communicate with anyone involved in the purchase without having to bounce between emails or phone calls. Easily ask or respond to questions or request field updates to GL Accounts, departments, location, and more. Approve or Reject Invoices with Confidence Once invoice information has been reviewed, you can easily approve, reject, or reassign the invoice to someone else. View Invoice Details in a Single Location Easily review invoice information, including vendor name, GL Accounts or items, and total amount. Then, view the invoice image and support documents, or download and print the invoice. 156 Stampli Insights Complete visibility into your accounts payable data to optimize workflows and achieve Accounts Payable goals. Stampli’s reporting capabilities are built directly into the most powerful AP Automation platform to provide you with a complete understanding of your invoices, status’, and processes. Visualize AP Data with Stampli Dashboards • Holistic views of your AP data with pre- built Dashboards and interactive widgets. • Measure AP data that matters most at a glance or drill down with filters. • Customize dashboards to view the right AP data, through an easy-to-use interface. STAMPLI DATASHEET AP INSIGHTS | FG-DATA-0522 1WWW.STAMPLI.COM In Process Dashboard 34 Invoices Pending Routing Sources Working Entity Vendors 46 Invoices Pending Approval 24 Invoices Urgent Invoices 17 Invoice Rejected for Incorrect Coding Customize AP Data at Your Fingertips Personalized Invoice Views with Stampli Reports • Customize 10 out-of-the-box reports to view precise invoice information. • Organize and save report customizations for quick access next time you log on. • Share reports with teammates in CSV, XLSX, PDF, or print out as a hardcopy. Paid Invoices Reports Reports Invoice # Invoice Date GL Account Vendor Status Invoices Project Code Customize Amount Date Range 157 STAMPLI DATASHEET AP INSIGHTS | FG-DATA-0522 2WWW.STAMPLI.COM Ad-Hoc Queries with Advanced Search • Find the exact information you need on-the-fly. • Locate invoices & payments based on specific search criteria such as status, amount, date, and more. • Create and save custom searches for easy access in the future. Reports Advanced Search Invoice Search for Invoices Includes the words Invoice Status Processing Began (MM/DD/YY) Invoice Date (MM/DD/YY) Due Date (MM/DD/YY) Status Invoice Date Began Processing Due Date Search Again Payments Saved Searches Invoice # From...Until... From... Until... From...Until... Pending Approval 1. Pending approval routing 2. Pending Approval 3. Tending AP Authorization 4. Rejected 5. Canceled 6. Authorized for Payment 7. Paid/ Closed “I love Stampli Dashboards! I can visualize key metrics of our AP team, as well as Approvers who have not approved invoices to ensure all our invoices get processed in an efficient, timely manner”. — VP of Accounting, Restaurant Industry “Stampli is continuously innovating their platform. Stampli Dashboards and Reports gives me a way to see the key AP data I need, quickly, so I know exactly where to spend my time and effort”. — CFO, Insurance Industry Hear it From Our Customers 158 AP Automation Platform Stampli is the only AP automation solution that doesn’t require rework to your ERP or changes to your AP processes. Stampli brings all AP-related communication, documentation, and workflows into one place for complete visibility and control. Automate Invoice Capture Reclaim time by automatically capturing invoices via email or drag-and-drop files directly into Stampli so all your invoices are in one place. Streamline Invoice Coding & Routing Billy the Bot, your coding partner in crime, and Stampli’s patented AI/ML learns your coding habits to auto-suggest invoice fields and approvers. STAMPLI DATASHEET: AP AUTOMATION | FG-INVOICE-1021 1WWW.STAMPLI.COM Add Invoice Invoice Processing Add New Invoice Upload Document Document Here Invoice Effortless ERP Integration Stampli’s flexible platform seamlessly integrates with your financial system and adapts to your specific accounting and purchasing processes. Invoices Invoice1234 $$$ Invoice 1234 Approve Not Mine Invoice Status 01/02/2021 Line Item One for Invoice $$$ 01/02/2021 Line Item Two for Invoice $$$ 01/02/2021 Line Item Three for Invoice $$$ 01/02/2021 Line Item Four for Invoice $$$ 01/02/2021 Line Item Five for Invoice $$$ 01/02/2021 Line Item Six for Invoice $$$ Vendor Invoice Date Total to be Paid GL Accounts GL Accounts Add/Edit Lines Location Department 159 Pay Vendors with Ease Use Stampli’s optional payment service to pay vendors via Stampli Card, ACH, paper checks, or any other method outside of Stampli. STAMPLI DATASHEET: AP AUTOMATION | FG-INVOICE-1021 2WWW.STAMPLI.COM “Stampli provided the missing link to make AP completely paperless for CTI. Nothing gets lost and we can scale to meet future growth in invoices without immediately adding headcount.” — MARTY BUDKE, DIRECTOR OF FINANCE AND ACCOUNTING CTI Clinical Trial and Consulting Services Collaborate with Teammates Get questions answered using the built-in activity feed to collaborate with internal or external stakeholders, such as a procurement manager or vendor, directly on the invoice page. COMPANY NAMEACH Hear it From Our Customers Bobby, you have received a question. Did you receive the products for the show? Doug F 07/13/2021 12:12 Attach file Type your answer Fast & Easy Invoice Approvals Automatically notify approvers when action is required. They can access everything needed to review & approve bills directly on the invoice page including the invoice image, recent activity, GL account, and more. An invoice is awaiting your approval! 160 Cost Analysis - AP Automation Software Annual Expenses / (Revenue Offset) AP Workflow Current Process Stampli Processing Charges -$ 17,000$ Payment Processing Current Process Corpay Implementation Fee -$ 2,300$ one-time, not annual Annual Subscription -$ 7,200$ Payments by Check 970$ 980$ assume 1000 checks Payments by ACH -$ 1,568$ assume 1600 ACH payments Vcard Rebate -$ (25,471)$ Total Payment Processing 970$ (13,423)$ Net Cost of Both Programs 970$ 3,577$ Added Cost to City 2,607$ Year 1 Added Cost to City (future years)307$ Years 2 and Beyond Other Benefits: Fraud Protection Efficiency Gains Weekly Weekly Current weekly process: Minutes Process with Stampli and Corpay Minutes Paper or electronic invoices delivered to City via mail, email, or in person - date stamped if needed 15 Paper or electronic invoices delivered to City via mail, email, or in person - date stamped if needed 15 All invoices are converted to paper for processing 15 All invoices are converted to pdf for processing 15 All invoices are entered into Stampli for processing 75 Invoices received by finance are hand-delivered to other departments for approval (if needed)25 Invoices are hand-delivered back to finance for payment 25 Finance reviews coding and checks for signatures - returns to dept head if needed 15 Finance reviews coding and checks for signatures - returns to dept head if needed 15 Paper invoice is filed to await payment 15 Invoices are pulled weekly for payment 10 Invoices are pulled weekly for payment 10 Invoices that are for $10K or more need LH and KG signature 10 Invoices that are for $10K or more need LH and KG signature 10 Invoices are entered into Springbrook 280 Invoices are imported into Springbrook 200 Run check proof list and tape for ACH vendors - balance report to paper copies 30 Run list of vendors to pay 30 Print checks 15 Send vendor payment list to Corpay 30 Copy checks, review vendor address on check to invoice, put in envelopes, run through postage machine 100 Create ACH batch, ACH report to KG for approval, copy proof list for ACH vendor, send ACH file to bank 25 Give invoices, check copies to KH for scanning and filing 90 Import payment file from Corpay for Springbrook and Stampli 60 670 460 Hours 11.2 Hours 7.7 Weekly Hours Saved 3.5 Annual Hours Saved 182 $ Value of Annual Hours (Accountant)6,473.74$ Analyze whether to use Stampli for AP Automated Workflow and Electronic Storage of Invoices and Corpay to process payments to AP vendors 161 Master Subscription Agreement THIS MASTER SUBSCRIPTION AGREEMENT IS A LEGAL AGREEMENT (THE “AGREEMENT”) BETWEEN STAMPLI INC., A DELAWARE CORPORATION (“STAMPLI”, “WE”, “US” OR “OUR”), ON THE ONE HAND, AND YOU (PERSONALLY OR BEING THE LEGAL ENTITY ON WHOSE BEHALF THE INDIVIDUAL IS ACTING) (THE “SUBSCRIBER”, “YOU” OR “YOUR”) ON THE OTHER HAND, THAT GOVERNS YOUR ACQUISITION, ACCESS AND USE OF THE SERVICES (AS DEFINED BELOW). BY ACCEPTING THIS AGREEMENT, EITHER BY CLICKING A BOX INDICATING YOUR ACCEPTANCE, BY EXECUTING A DOCUMENT THAT REFERENCES THIS AGREEMENT, BY APPROVING OUR PRICE PROPOSAL THAT REFERENCES THIS AGREEMENT OR BY ACCESSING AND/OR USING AND/OR OTHERWISE EXPLOITING THE SERVICES, YOU AGREE TO BE BOUND BY THE TERMS AND CONDITIONS OF THIS AGREEMENT. YOU REPRESENT AND WARRANT THAT YOU ARE OF LEGAL AGE AND HAVE THE RIGHT AND AUTHORITY TO ENTER INTO THIS AGREEMENT ON YOUR OWN BEHALF. IF YOU ARE ENTERING INTO THIS AGREEMENT ON BEHALF OF A COMPANY OR OTHER LEGAL ENTITY, YOU REPRESENT THAT YOU HAVE THE AUTHORITY TO BIND SUCH ENTITY TO THE TERMS AND CONDITIONS OF THIS AGREEMENT, IN WHICH CASE THE TERMS “YOU” OR “YOUR” SHALL REFER TO SUCH ENTITY. 1. DEFINITIONS The terms below shall have the meanings ascribed to them below: 1.1. “Content” means visual, audio, numeric, graphical, text or other data or content supplied by third parties and made available through the Website or otherwise by Stampli for use in conjunction with the Service, if any. 1.2. “Force Majeure Event” means circumstances beyond Our reasonable control, including, without limitation, an act of God, act of government, flood, fire, earthquake, natural disaster, civil unrest, acts of terror, acts of war, riots, military or national emergencies, government restrictions, strikes or other labor problems, electrical disturbances, lack of power supplies, Internet service provider failure or delay, virus or hacker attack or denial of service attack. 1.3. “Order Form(s)” means the online or written form evidencing the initial subscription for the Services approved by You and any subsequent Order Forms submitted online. In the event of any conflict between the terms of this Agreement and the terms of any such Order Form, the terms of this Agreement shall prevail. 1.4. “Services” means services based on the Stampli Solution to be provided by Stampli to Subscriber as set forth in more detail in the Order Form. Services are cloud based, and are made accessible through the Stampli web site, via the URL www.app.stampli.com (the “Web Site”) or any other website notified to Subscriber by Stampli from time to time. 1.5. “Stampli Account” the Subscriber subscription account through which the Subscriber shall access the Services. 1.6. “Stampli Solution” or “Software” means Stampli’s object code version of its proprietary computer program known as the Stampli solution, used by Stampli to provide the Services. DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 162 1.7. “Subscriber Data” or “Your Data” means any data, text, messages, information, documents or other materials submitted by Users to the Services in the course of using the Services, including, without limitation, Personal Data. 1.8. “Subscription Term” means the initial period during which You have agreed to subscribe to the Service as set out in the Order Form, together with any subsequent renewal periods, unless terminated in accordance with the provisions of this Agreement. 1.9. “User(s)” means Subscriber’s employees, representatives or contractors who are the end user(s), authorized by Subscriber to access and use the Services in accordance with this Agreement and have been supplied by Subscriber with user identifications and passwords. 2. GENERAL TERMS AND CONDITIONS APPLICABLE TO THE SERVICES These General Terms and Conditions apply to Subscriber’s and Users’ use of the Services, in whole or in part. 2.1. PROVISION OF PURCHASED SERVICES. On and subject to the terms and conditions of this Agreement and the applicable Order Form, including payment by Subscriber of the applicable fees, We will, during the Subscription Term, (a) grant You a revocable, limited, non-exclusive, non-transferable and non-assignable right, solely for Your internal use (and not for resale, further distribution, or for providing outsourcing or service bureau services), to access and use the Services and related Content (if included), (b) provide Our standard support during working days, excluding holidays, between 9:00 am to 5:00 pm, (“Working Hours”)) for the purchased Services, and (c) use commercially reasonable efforts to make the Services Available 24 hours a day, 7 days a week, except for: (i) planned downtime; (ii) interruption of the Services without notice in order to protect the integrity of the Services, including, without limitation, due to security issues, virus attacks, spam issues or other unforeseen circumstances; and (iii) any unavailability caused by a Force Majeure Event or circumstances attributable to You. “Availability” or “Available” for the purpose hereof means when the Subscriber whose Stampli Account is active and enabled has reasonable access to the Services, subject to the exclusions above and below. Upon expiration or termination of the Subscription Term, all rights granted to Subscriber herein shall immediately terminate and expire, and Subscriber and all Users shall immediately cease using the Services. 2.2. CHANGE OR MODIFICATION OF SERVICES. Stampli may change or modify the Services. If Stampli notifies Subscriber of a change that represents a material diminishment of the Services, and Subscriber does not wish to use the Services after notification of such change, Subscriber may, within thirty (30) days of the date of notification, provide Stampli with a written notice of termination of the Agreement. 2.3. TRIAL. If Subscriber is granted a trial period under this Agreement to a free (no fee) version of the Service, Subscriber agrees that (i) Stampli has no obligation to provide any particular service level or support services, and (ii) Stampli may cease providing the Service at any time without notice. This Section 2.3 supersedes any conflicting term of this Agreement. 2.4. PROTECTION OF YOUR DATA. We will implement commercially reasonable administrative, physical and technical measures designed to protect the security, confidentiality and integrity of Your Data. However, no data transmission over the Internet can be guaranteed to be secure, and Stampli provides no assurances that such security measures will withstand attempts to evade security mechanisms or that there will be no security breaches, hacks, disablements or other circumvention of such security measures. Your Data is currently hosted by Stampli in AWS data centers (servers) located in European Economic Area. Stampli will provide notice if Stampli becomes aware that your Data is compromised or subject to a breach. DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 163 2.5. PASSWORDS AND SECURITY. You shall be responsible for access to and use of the Services under Your Stampli Account and agree to keep all passwords confidential and prevent unauthorized use of the Services. You shall not give or make available passwords or other means of accessing the Services or Website to any unauthorized individuals. You must notify Stampli’s Customer Support immediately and in writing upon any suspicion or becoming aware, that a password has been lost, stolen or of any other unauthorized use the Services or Website. Use of the Services on public network or computers outside Your organization is at your own responsibility and risk. 2.6. CONSENT TO ELECTRONIC DISCLOSURES. You agree that Stampli, on behalf of itself and third parties who administer or perform Services, may send You, Users and Your Vendors communications and notices regarding all transactions You conduct through the Service by email or by posting on the portal used to provide the Services. 2.7. FEES AND PAYMENTS. Subscriber shall pay to Stampli the fees and other charges applicable to the Services as set in the Order Form (“Service Fees”). You will provide Us with valid and updated credit card information. When You provide credit card information to Us, You authorize Us to charge such credit card for the Service Fees. You are responsible for providing complete and accurate billing and contact information to Us and notifying Us of any changes to such information. Service Fees are not refundable. Subscriber shall have no right to withhold fees or reduce contracted Services under this Agreement or set off any amount against amounts owed for alleged defects in the Service or any other demand or claim against Stampli. Past due payments that are not disputed in good faith shall bear interest at the rate of the lesser of 1.5% per month or the highest rate permitted by applicable law, calculated from the date such amount was due until the date that full payment is received. Stampli shall be entitled to reimbursement for the reasonable costs of collection, including reasonable fees and expenses of attorneys. We will not exercise Our rights under of Overdue Charges or Suspension of Service to the extent You are disputing the applicable charges reasonably and in good faith and are cooperating diligently to resolve the dispute. Unless otherwise stated, Our charges do not include any taxes, levies, duties or similar governmental assessments, including value-added, sales, use or withholding taxes assessable by any local, state, provincial or foreign jurisdiction (colle ctively “Taxes”). You are responsible for paying Taxes except those assessable against Stampli based on its income. We will charge You for such Taxes if We believe We have a legal obligation to do so and You agree to pay such Taxes. 2.8. PROPRIETARY RIGHTS. 2.8.1. Reservation of Rights. Subject to the limited rights expressly granted hereunder, We and our and suppliers, as the case may be, reserve the sole and exclusive ownership of all rights, title and interest in and to the Content, Stampli Solution and the Services and underlying technology platform, including (i) all related intellectual property rights, including any and all patents, copyrights, trade secrets, inventions or know-how (whether patentable or not and whether registered or not), (ii) any logos, trade dress, designs or trademarks, service marks, (iii) all derivative works, modifications and enhancements to the Services or the Stampli Solution, and (iv) any other documents or materials that Stampli provides to Subscriber under or in connection with this Agreement. You are only granted the limited right to use of the Service as expressly set forth in Section 2.1 for the Subscription Term. 2.8.2. License By You to Host and Use Your Data. You grant Us, a limited-term license to host, copy, use, transmit and display Your Subscriber Data and program code created by or for You using the Services, as necessary for Us to provide the Services in accordance with this Agreement. 2.8.3. License By You To Use Feedback. You hereby grant Us an unrestricted, fully-paid, worldwide, perpetual, irrevocable, royalty-free license to use in any manner and incorporate into the Services any suggestion, enhancement request, recommendation, correction or other feedback provided by You or Users relating to the operation of the Services. We may utilize the information concerning Subscriber’s use of the Service to improve Stampli’s products and services. In addition, notwithstanding anything to the contrary, Stampli may also aggregate and anonymize data on the Services and underlying platform and use and retain that data for product improvements and aggregated platform metrics. DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 164 2.8.4. Use of Your name and Logo. You agree to enable Us to use your name, logo and reference that You are a subscriber of the Services in our publications and Website. 2.9. USE RESTRICTIONS. You will not, nor will you allow any third party, to (a) access or attempt to access any Stampli systems, programs or data that are not available for public use; (b) directly or indirectly, sell, resell, transfer, assign, distribute, rent, lend, disclose, or otherwise commercially exploit or make available the Services to any third party in any manner and any attempt to do so is null and void; (c) modify or make derivative works based upon the Service or Stampli Solution; (d) copy, reproduce, republish, upload, post, transmit or distribute in any way material from the Website or the Services; (e) work around any technical limitations in the Service, or decompile, disassemble or otherwise reverse engineer the Software or make any attempt to ascertain, derive or obtain the source code for the Software; (f) create Internet “links” to the Services or “frame” or “mirror” the Service on any other server or wireless or Internet-based device; (g) access, store, distribute or transmit any viruses, or any material during the course of its use of the Service that is unlawful, obscene or causes damage or injury to any person or property and/or (h) use the Services to take any action that (A) infringes on any third party’s copyright, patent, trademark, trade secret or other proprietary rights or rights of publicity or privacy; (B) violate any applicable law, statute, ordinance or regulation (including those regarding export control); (C) are defamatory, trade libelous, threatening, harassing, or obscene; or (D) constitute unauthorized entry to any machine accessible via the network. Stampli shall be entitled but not obligated to monitor Subscriber’s compliance with the terms of this Agreement, including but not limited the Users accessing the Services. 2.10. FUTURE FUNCTIONALITY. You agree that Your purchases are not contingent on the delivery of any future functionality or features, or dependent on any oral or written public comments made by Us regarding future functionality or features. 2.11. SUBSCRIBER RESPONSIBILITIES. Without derogating from any of Subscriber’s other obligations and responsibilities hereunder: 2.11.1. Subscriber shall be responsible for all activity occurring under its Stampli Account and subscriptions and shall abide by all applicable laws and regulations in connection with Subscriber’s use of the Services or the output thereof, including those related to data privacy, international communications and the transmission of technical or personal data. Subscriber shall be responsible for ensuring that its Users comply with the provisions of this Agreement. 2.11.2. Subscriber shall be solely responsible for procuring and maintaining all equipment necessary to access and use the Services, network connections and telecommunications links from its systems to the Stampli’s data centers, and all problems, conditions, delays, delivery failures and all other loss or damage arising from or relating to the foregoing or caused by the Internet, and not by any breach of this Agreement by Stampli. 2.11.3. Subscriber is solely responsible for adequate protection and for maintaining appropriate security on Subscriber’s systems and equipment used in connection with the Services. 2.11.4. Subscriber shall be responsible for the acts and omissions of its Users as if they were the acts and omissions of Subscriber. 2.11.5. It being clear that there will be no direct legal relationship between Stampli and Subscriber’s Vendors or customers and in the event of any claim and/or demand by any third party, Subscriber will indemnify Stampli, its affiliates and their respective employee, directors and officers from and against any liability, loss, cost or expense incurred by any of them, arising from such claim and/or demand. 2.11.6. Subscriber shall be solely responsible to establish and implement internal controls that can detect, correct and compensate for errors and failures of the Services. Subscriber expressly agrees that it understands the quality and limitations of the Services and agrees that they are commercially reasonable in light of the price and the Subscriber’s business needs. DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 165 2.12. LINKS. The Website may contain links to external websites and information provided on such external websites by third-party service providers. Stampli shall not be responsible for the contents of any linked website or for any claim, damage or loss caused or alleged to be caused by or in connection with Subscriber’s use of or reliance on any content, goods, products, services or web sites available on or through any such linked website. 2.13. LIMITED WARRANTY FOR THE SERVICE. Stampli warrants to Subscriber that during the Subscription Term, the Service (excluding any third party products, Content or services accessed through the Service) will perform substantially in accordance with the description of the Service in Stampli’s User documentation, as may be amended from time to time. If the Service does not conform to the foregoing warranty, and Stampli is unable to correct the Service using commercially reasonable efforts, Subscriber’s sole and exclusive remedy shall be to stop using the Service and cancel the Stampli Account by notifying Stampli Customer Support. The Service may include Content. This Content is provided “As Is”, and Stampli makes no warranty regarding such Content. The above warranty shall not apply: (i) if the Service is not used in accordance with this Agreement and any associated documentation; or (ii) to evaluation subscription Services (free or trial). 2.14. WARRANTY DISCLAIMER. EXCEPT AS EXPRESSLY PROVIDED IN SECTION 2.13 ABOVE, THE SERVICES ARE PROVIDED ON A “AS-IS”, AND “AS AVAILABLE” BASIS, WITHOUT ANY WARRANTIES, CONDITIONS OR REPRESENTATIONS, OF ANY KIND WHATSOEVER, EITHER EXPRESS OR IMPLIED, STATUTORY OR OTHERWISE, ORAL OR WRITTEN, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES IMPLIED IN LAW WHICH THE LAW PERMITS TO BE DISCLAIMED, AND EXPRESSLY, INCLUDING, BUT NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY, ACCURACY, RELIABILITY, SUITABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, OR NON- INFRINGEMENT. YOU ASSUME SOLE RESPONSIBILITY AND LIABILITY AND ALL RISK AS TO THE RESULTS AND PERFORMANCE OF THE SERVICE. STAMPLI DOES NOT WARRANT THAT THE SERVICE IS COMPLETELY SECURE OR IS FREE FROM BUGS, INTERRUPTIONS, OR ERRORS. 2.15. LIMITATION OF LIABILITY. NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THIS AGREEMENT OR APPLICABLE LAW, IN NO EVENT SHALL STAMPLI, ITS AFFILIATES AND/OR ITS VENDORS, DISTRIBUTORS AND SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES, OFFICERS AND DIRECTORS AND/OR ANYONE ACTING ON THEIR BEHALF (COLLECTIVELY, “STAMPLI INDEMNITIES”), BE LIABLE TO SUBSCRIBER, ITS AFFILIATES, AGENTS, ANYONE ACTING ON THEIR BEHALF OR ANY OTHER THIRD PARTY (I) FOR ANY INCIDENTAL, SPECIAL, INDIRECT, EXEMPLARY OR CONSEQUENTIAL DAMAGES, INCLUDING, WITHOUT LIMITATION, LOSS OF INCOME, DATA, PROFITS, REVENUE, BUSINESS OR BUSINESS INTERRUPTION, LOSS OF GOODWILL, LOSS OF DATA AND/OR UNDERTAKING THE RESTORATION OF DATA OR COST OF SUBSTITUTE SERVICES, OR OTHER ECONOMIC LOSS, ARISING OUT OF THIS AGREEMENT OR THE SERVICES; (II) FOR AGGREGATE LIABILITY FOR DAMAGES ARISING OUT OF OR IN CONNECTION WITH THE AGREEMENT OR THE SERVICES, IN EXCESS OF THE TOTAL SERVICES FEES ACTUALLY PAID TO STAMPLI BY SUBSCRIBER AND RECEIVED BY STAMPLI IN THE SIX (6) MONTH PERIOD PRECEDING THE EVENTS THAT GAVE RISE TO SUCH LIABILITY. THE FOREGOING LIMITATION OF LIABILITIES WILL APPLY REGARDLESS OF THE FORM OR THEORY OF THE CLAIM OR ACTION AND WHETHER ANY CLAIM FOR RECOVERY IS BASED ON THEORIES OF CONTRACT, WARRANTY, TORT (INCLUDING NEGLIGENCE AND STRICT LIABILITY) OR OTHERWISE. 2.16. CONFIDENTIALITY 2.16.1. Subscriber acknowledges that the Services and Software are commercially valuable and proprietary to Stampli. Subscriber, its employees, Users and/or anyone acting on its behalf, will hold the Confidential Information in confidence and shall not, directly or indirectly, copy, disclose or otherwise transfer any of the Confidential Information (whether in written, oral, electronic or other DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 166 form), which is obtained from Stampli or otherwise prepared or discovered in the performance of this Agreement. As used herein, the term “Confidential Information” mean all information or data concerning or related to Stampli and/or the Services and/or Software, processes, or general business operations, which, if not otherwise described above, is of such a nature that a reasonable person would understand it to be confidential or proprietary given the nature of the information and the circumstances of disclosure. 2.16.2. Stampli will hold in confidence and shall not, directly or indirectly, disclose or otherwise transfer any information disclosed by You to Stampli which is in tangible form and labeled “confidential” (or with a similar legend). For purposes of this Agreement, Subscriber Data shall be deemed Your Confidential Information. Notwithstanding the foregoing, Your confidential information shall not include information that (a) was already known to Stampli at the time of disclosure by You; (b) was or is obtained by Stampli by a third party not known by Stampli to be under an obligation of confidentiality with respect to such information; (c) is or becomes generally available to the public other than by violation of these Agreement; or (d) was or is independently developed by Stampli or anyone on its behalf without use of Subscriber’s confidential information. 2.17. ACKNOWLEDGEMENT. The parties acknowledge that the limitations and exclusions contained in this Agreement represent the parties’ agreement based upon the perceived level of risk associated with their respective obligations under this Agreement and the Service Fees paid hereunder. 2.18. TERM AND TERMINATION. 2.18.1. Term of the Agreement. This Agreement commences on the date Stampli, through the Stampli Solution, provides You with the Administrator initial password for the Services or otherwise acknowledge its acceptance in writing, and continues according to the terms defined in the Order Form. This Agreement will automatically renew for additional periods equal to the Initial (subscription) Term, unless either party gives the other notice of non-renewal at least 30 days before the end of the relevant subscription term. 2.18.2. Termination. A party may terminate this Agreement for cause (i) upon 30 days written notice to the other party of a breach (including a material breach), if such breach remains uncured at the expiration of such period, or (ii) if the other party becomes the subject of a petition in bankruptcy or any other proceeding relating to insolvency, receivership, liquidation or assignment for the benefit of creditors. In addition, Stampli may terminate this Agreement, forthwith, with immediate effect, in the event of a breach of any of provisions 2.5, 2.8.1, 2.8.2, 2.9 and 2.16 of this Agreement by Subscriber . Each party may terminate this Agreement at any time, without giving any reason or incurring any liability thereby, by giving the other party a thirty (30) days’ prior written notice. If Subscriber cancels the Service, all accrued Service Fees will be immediately become due. 2.18.3. Effects of Termination. Upon termination or expiry of this Agreement at any time and for any reason, Stampli may destroy any Subscriber Data in its possession upon Subscriber request. Upon termination or expiry of this Agreement at any time and for any reason, Subscriber will: (i) discontinue any and all use of the Services; and (ii) deliver to Stampli certification that Subscriber has complied with the termination obligations. 2.18.4. Survival. The provisions of this Agreement which expressly or by their nature are required to survive termination of this Agreement including Sections 2.8, 2.9, 2.11, 2.15, 2.16 and 2.21 shall survive the expiration or termination of this Agreement for whatever reason. 2.19. NOTICES. Stampli may give notice by means of an electronic mail to the e-mail address on record in Stampli’s account information or by first class mail to the address of record in Stampli’s DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 167 account information with attn.: General Counsel. Such notice shall be deemed given on the earlier of six (6) hours after sending by electronic mail, or seventy-two (72) hours after sending by first class mail. Except as provided herein, Subscriber may give notice to Stampli by confirmed facsimile or delivery by nationally recognized overnight delivery service or first class mail to Stampli as specified on the Website. Such notice shall be deemed given when received by Stampli. 2.20. CHANGES TO AGREEMENT. Stampli reserves the right to modify the terms and conditions of this Agreement and its policies relating to the Service at any time, in its sole discretion, by providing notice on the Website in advance of the effective date of such changes (“Amendment Date”). Continuing to use the Service and failing to cancel your account by no later than the Amendment Date constitutes acceptance of the revised terms and conditions of the Agreement. This Agreement may not be modified or amended by Subscriber except in a writing signed by a duly authorized representative of Stampli. 2.21. GENERAL. This Agreement and all matters arising out of or relating to the Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota (without giving effect to its conflict of law principles), and parties irrevocably submit to the exclusive jurisdiction of the courts of Minnesota, without regard to its conflict of law provisions. Any legal action or proceeding relating to the Agreement shall be brought exclusively in the competent courts of Minnesota and the parties hereby irrevocably agree to submit to the exclusive jurisdiction of such courts. The waiver of any default or breach of the Agreement shall not constitute a waiver of any other or subsequent default or breach. In the event any provision of this Agreement is held to be invalid, illegal or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall remain in full force and effect, but such provision shall be deemed modified to the extent necessary to render such term or provision enforceable, preserving to the fullest extent permissible the intent and agreements of the parties herein set forth. This Agreement is intended for the sole and exclusive benefit of the parties thereto (and Stampli’s suppliers) and is not intended to the benefit of any third party on Subscriber’s behalf. (v) The Agreement constitutes the complete and exclusive agreement between the parties concerning its subject matter and supersedes all prior or contemporaneous agreements or understandings, written or oral, concerning such subject matter. The headings in this Agreement are for convenience of reference only and have no legal effect. Subscriber may not assign or transfer this Agreement, in whole or in part, without Stampli’s prior written consent. Stampli may without Your consent, assign this Agreement, provided that any such successor agrees to fulfill Stampli’s obligations pursuant to this Agreement. Subject to the foregoing restrictions, this Agreement will be fully binding upon, inure to the benefit of and be enforceable by the parties and their respective successors and permitted assigns. 2.22. In order to deliver our services, the Company collects certain personal information from and about you, including but not limited to: identifiers; categories of personal information described in the California Customer Records statute (Cal. Civ. Code § 1798.80(e)); protected classification characteristics under California or federal law; commercial information, and internet or other similar network activity. As a condition to, and for the exclusive purpose of, delivering our services, you explicitly consent to the collection, use and transfer of your personal information by the Company. You understand that your personal information may be disclosed to third parties assisting with the delivery of our services to you. The Company shall not otherwise process, use or disclose your personal information without your explicit consent to do so. DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 168 Execution Page In witness whereof, the parties have caused this Agree ment to be executed by their duly authorized officers as of the date written below. Stampli Inc. Name: ____________________________________ Title: _____________________________________ Signature: _________________________________ Date Signed: _______________________________ Subscriber: ________________________________ Name: ____________________________________ Title: _____________________________________ Signature: _________________________________ Date Signed: _______________________________ DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA Kelly Grinnell 169 -1- STAMPLI SERVICES app.stampli.com ORDER FORM ___________________________________________________________________________ Date:June 15,2023 Subscriber’s (Customer’s)Name:City of Chanhassen,MN Subscriber’s Address: 7700 Market Boulevard,P.O.Box 147 Number and Street Chanhassen City MN,United States 55317 State/Country ZIP Code Subscriber’s Contact Person for Billing Purposes: Kelly Grinnell First Name Last Name Finance Director kgrinnell@chanhassenmn.gov Title Email ______ Phone Number Mobile Number DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 170 -2- Ordered Services: The Service Service Fee Schedule Stampli as-is Package -Provides access and use to the following sub services:Digital and Scanned Invoices registration and tracking,Approving and Participating process,Dispatching,Accounting Processing,Business Insight,Permission based Search Engine,Reminders Engine,Data Export.No restriction on the number of Subscriber ’s Users. Basic Package -$1,362 included 400 invoices per month;35 advanced users;$1.50 per additional invoices over 400 invoices;$25 per month per additional advanced user;and Springbrook Data connector. Advanced Vendor Management Fee -$150 per month. Subscription is month to month term with a 30 day written notice required to cancel. Payment Terms ●Subscriber shall pay all invoices by credit card.Payment shall be made net without deduction of any taxes,withholding taxes,levies,and/or other charges. ●Past due payments shall bear interest at the rate of the lesser of 1.5%per month or the highest rate permitted by applicable law,calculated from the date such amount was due until the date full payment is received.Stampli shall be entitled to reimbursement for reasonable costs of collection,including legal costs. Subscription Period Start ●The start subscription date is June 28,2023. General ●All Orders Subscriber issues to Stampli during the term of this Order Form shall be governed exclusively by the terms and conditions of the Stampli Terms of Service. DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 171 -3- The signatory hereby certifies that he/she is authorized to bind the Subscriber identified herein to the Order Form. Subscriber’s Signature By:Kelly Grinnell Title:Finance Director Signature Date: Stampli Signature: By:Jeff Zamczyk Title:Chief Revenue Officer Signature Date: DocuSign Envelope ID: FE6FF772-D213-4957-B9B5-467911A5D2AA 172 1Proprietary & Confidential Chanhassen, MN STAMPLI 173 2Proprietary & Confidential All Plans Include Pricing Implementation Training Customer Success Fast, Easy Setup & Configuration Work with dedicated Customer Success expert to set up Stampli based on your processes. Fast Adoption by Users Stampli makes it easy for all users. Training is based on user roles (e.g., AP users, approvers) and offered as needed. Dedicated to Your Success Rely on a Customer Success team with expertise in product, AP best practices, and direct accounting experience. 174 3Proprietary & Confidential AP Automation PRICING PROPOSAL Pricing AP Automation Monthly Pricing $1,362 Platform Fee $1,163 Springbrook ERP Data Export Fee $199 BASIC USERS Unlimited* ADVANCED USERS 35 INVOICE CREDITS Up to 400** **Additional Invoices $1.50 each *Additional Advanced Users $25 per Professional Package 175 4Proprietary & Confidential Implementation TimelineQUICK AND EASY SET UP Activation Setup Training Direct Pay Setup (Optional) Direct Pay Training (Optional) Billing & CSM Meeting Connect ERP & Settings Connect Bank & SettingsAP AUTOMATION SETUP TOUCHPOINTS DIRECT PAY SETUP TOUCHPOINTSProcess First Invoice Process First Payment Kickoff Set Expectations 176 5Proprietary & Confidential STAMPLI 177 City Council Item June 26, 2023 Item Resolution 2023-XX: Approve Contract for Minger Construction for work associated with the Minnewashta Parkway Improvement Project File No.ENG Project No. 20-02 Item No: D.12 Agenda Section CONSENT AGENDA Prepared By George Bender, Assistant City Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving a contract with Minger Construction for work associated with the Minnewashta Parkway Improvement Project (City Project No. 20-02)." Motion Type Simple Majority Vote of members present Strategic Priority Asset Management SUMMARY This contract is for additional work associated with the Minnewashta Parkway project beyond the contractual requirements of the original project. The original contractor, Lametti and Sons, quoted the additional work as a change order but was clearly not interested in performing the work as the quoted amount was not reasonably reflective of the scope of work. In response, the Engineering Department distributed the work as a Request for Quote (RFQ) to two other qualified contractors in order to obtain a better value. Lametti and Sons do not take issue with this approach; they are ready to walk away. Both contractors submitted quotes on the work, which were significantly lower than the amount provided by Lametti and Sons. BACKGROUND The scope of work for this contract is to reconstruct a storm sewer catch basin and replace some curb and pavement to alleviate an existing drainage issue. 178 DISCUSSION An RFQ was prepared and distributed to two contractors. Both submitted quotations to complete the work. Minger Construction: $88,555.80 Northwest Asphalt: $102,400.00 For comparison purposes, the original contractor (Lametti and Sons) proposed a change order of $221,537.95 for the same work. Engineering staff feel both quotes are a reasonable value for the identified additional work, and Minger Construction should be hired to perform the work during the 2023 construction season. BUDGET The overall budget for this project was $5,254,000. The project expenditures to date are currently over budget by $52,633 (1.0%) primarily due to unforeseen conditions during construction and changing the temporary traffic signal at Highway 5 to an interim signal until the highway project occurs. Typical change order work for construction projects range from 5-10%, and therefore even after this added cost, the overall project costs incurred are reasonable. RECOMMENDATION Staff recommends the City Council adopt the resolution and award a construction contract to Minger Construction. ATTACHMENTS Resolution Minger Construction Quote Northwest Asphalt Quote 179 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION APPROVING A CONTRACT FOR MINGER CONSTRUCTION FOR WORK ASSOCIATED WITH THE MINNEWASHTA PARKWAY IMPROVEMENT PROJECT WHEREAS,pursuant to a Request For Quote (RFQ) for additional work in association with the Minnewashta Parkway Improvement Project, two quotes were received and compared: Bidder Bid Amount Minger Construction $88,555.80 Northwest Asphalt $102,400.00 WHEREAS,Minger Construction submitted the lowest responsible quote with an amount of $88,555.80; NOW, THEREFORE, BE IT RESOLVED bythe Chanhassen City Council: 1. The mayor and clerk are hereby authorized and directed to enter into a contract with Minger Construction in the name of the City of Chanhassen in association with the Minnewashta Parkway Improvement Project according to the plans and specifications prepared by the Engineer and provided in the RFQ. PASSED AND ADOPTED by the Chanhassen City Council this 26th day of June, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 180 To:Contact:City of Chanhassen Minnewashta Parkway Drainage IssueProject Name:Bid Number: Fax:(952) 227-1110 Address:Chanhassen, MN 55317 Phone:(952) 227-1100 Project Location:Chanhassen, MN Bid Date:10/24/2022 Total PriceUnit PriceUnitItem DescriptionItem #Estimated Quantity 01. Minnewashta Pkwy Drainage Improvements 1 1.00 LS $11,400.00 $11,400.00Mobilization 2 1.00 LS $12,000.00 $12,000.00Traffic Control 3 25.00 SY $19.00 $475.00Pavement Removal 4 140.00 LF $25.00 $3,500.00Remove Concrete Curb 5 1.00 EACH $4,500.00 $4,500.00Connect To Ex. Storm Sewer 6 1.00 EACH $7,250.00 $7,250.0060-4020 Storm MH 7 8.00 LF $130.00 $1,040.0012" RCP CL V 8 1.00 EACH $3,610.00 $3,610.002x3 CB 9 12.00 TON $60.00 $720.00Class 5 10 140.00 LF $75.00 $10,500.00Concrete Curb B618 11 350.00 SF $18.00 $6,300.005" Concrete Edge Pavement 12 2,100.00 SF $1.35 $2,835.00Asphalt Milling 13 225.00 SF $11.20 $2,520.00Asphalt Patching 14 2,100.00 SF $4.95 $10,395.00Asphalt Overlay - 1.5" 15 20.00 GAL $5.60 $112.00Tack Coat Total Price for above 01. Minnewashta Pkwy Drainage Improvements Items: $77,157.00 02. Minnewashta Pkwy Driveway Apron 16 68.00 SY $24.00 $1,632.00Remove Driveway Pavement 17 45.00 LF $25.00 $1,125.00Remove Concrete Curb 18 45.00 LF $75.00 $3,375.00Concrete Curb Surmountable 19 168.00 SF $22.40 $3,763.206" Concrete Apron 20 168.00 SF $8.95 $1,503.603" Bit Trail & Driveway Total Price for above 02. Minnewashta Pkwy Driveway Apron Items: $11,398.80 Total Bid Price:$88,555.80 Notes: • This quote includes: - Pavement removal and replacement - MH install w/ pipe - Milling asphalt pavement - Flagging operations and traffic control • This quote excludes: - Survey - Temporary access for driveway while reconstructing apron • If you have any questions or concerns regarding this quote please let me know. Thank you for the opportunity and we look forward to working with you in the future. Luke Minger 10/24/2022 12:25:11 PM Page 1 of 2 181 ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Minger Construction Co., Inc. Authorized Signature: Estimator:Luke Minger (952) 368-9200 lukem@mingerconst.com 10/24/2022 12:25:11 PM Page 2 of 2 182 183 184 City Council Item June 26, 2023 Item Resolution 2023-XX: Designating Authority for Investment and Banking Transactions and Authorizing Signers File No.Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution designating authority for investment and banking transactions and authorizing signers." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND While reviewing the City's banking and investment authorizations, staff determined that an updated resolution was needed to authorize the opening of bank and investment accounts, authorize signers, and make investment transactions. The attached resolution provides the necessary authorizations. Staff recommends the City Council adopt the attached resolution. DISCUSSION BUDGET 185 RECOMMENDATION ATTACHMENTS Resolution 186 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: RESOLUTION DESIGNATING AUTHORITY FOR INVESTMENT AND BANKING TRANSACTIONS AND AUTHORIZED SIGNERS ON ACCOUNTS WHEREAS, in the course of the City of Chanhassen’s (“City”) business, it establishes relationships with various banks and brokers for purposes including, but not limited to, depository of City funds, paying vendors and employees, and making bonds payments; and WHEREAS,banks and brokers with whom the City does business normally require a City resolution designating which City officials are authorized to open bank and investment accounts and to execute checks and other orders for payments of City funds. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, as follows: 1. As used in this Resolution, the term “Bank” shall mean any financial institution with whom the City has an established banking relationship. 2. That checks, drafts, or other orders for the payment, transfer, or withdrawal of any of the funds or other property of the City on deposit with a Bank shall be binding on the City when signed, manually or by use of a facsimile or mechanical signature or otherwise authorized, by any one of the individuals listed below as Authorized Signers, and the Bank is hereby authorized to pay and charge to the account of the City any such checks, drafts, or other orders so signed or otherwise authorized, including those payable to the individual order of the same person or persons signing or otherwise authorizing the same and including also those payable to the Bank or to any other person for application or which are actually applied to the payment of any such indebtedness owing the Bank from the person or persons who signed such checks, drafts, or other withdrawal orders or otherwise authorized such withdrawals. In particular, and not in limitation of foregoing, such persons may authorize payment, transfer, or withdrawal by oral or telephonic directions to the Bank complying with such rules and regulations relating to such authorization as the Bank may communicate to the City from time to time. 3. That the holders of the following positions with the City are authorized to sign or act on behalf of the City: Position Currently Held By Mayor Elise Ryan City Manager Laurie Hokkanen Finance Director Kelly Grinnell Assistant Finance Director Danielle Washburn 187 2 4. Changes to bank accounts, including opening and closing accounts,require signatures from two of any of the above. 5. Two signatures are required on checks. Facsimile signatures are allowed for computer- generated checks. 6. Certain accounts payable and payroll payments are made via EFT. The Chanhassen City Council adopted Resolution 2023-01 on January 9, 2023, to delegate authority for such transactions. 7. The following staff are authorized to make investment transactions: Position Currently Held By Finance Director Kelly Grinnell Assistant Finance Director Danielle Washburn 8. That this Resolution shall continue in force until express written notice of its rescission or modification has been furnished to and received by a Bank. PASSED AND ADOPTED by the Chanhassen City Council on this 26 th day of June 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 188 City Council Item June 26, 2023 Item Resolution 2023-XX: Authorizing Participating in OSA Performance Measurement Program File No.Item No: D.14 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution authorizing participating in OSA Performance Measurement Program." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The Office of the State Auditor and the Minnesota Council on Local Results and Innovation have developed a voluntary comprehensive performance measurement program as established in Minnesota Statute Section 6.91. There are benefits to the city for participation, including exemption from property tax levy limits (if they are in effect) and a reimbursement of $.14 per capita, which would result in an annual reimbursement of approximately $3,640. The City Council is required to adopt and implement ten minimum performance measures (out of 29 choices) and report on them annually. The attached report shows the performance measures staff recommends the city adopt. The items highlighted in blue are what staff proposes to report on. As surveys are completed staff can add that information. Staff is already tracking most of the measures so 189 minimal time is required to gather this information. Staff recommends the City Council adopt the resolution authorizing participation in the Performance Measures Program. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Resolution Performance Measurement Program OSA Performance Measures 2022 - City of Chanhassen 190 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: RESOLUTION AUTHORIZING THE PARTICIPATION IN THE PERFORMANCE MEASUREMENT PROGRAM ESTABLISHED BY THE STATE OF MINNESOTA AND THE COUNCIL ON LOCAL RESULTS AND INNOVATION WHEREAS,benefits to the City of Chanhassen for participation in the Minnesota Council on Local Results and Innovation’s comprehensive performance measurement program are outlined in Minnesota Statute § 6.91 and include eligibility for reimbursement as set by State statute; and WHEREAS, a City participating in the comprehensive performance measurement program is also exempt from levy limits for taxes if levy limits are in effect; and WHEREAS,the City Council of Chanhassen has adopted and implemented at least 10 of the performance measures, as developed by the Council on Local Results and Innovation, and a system to use this information to help plan, budget, manage, and evaluate programs and processes for optimal future outcomes. NOW, THEREFORE, BE IT RESOLVED by the City Council of Chanhassen that the City will report the results of the performance measures to its citizenry by the end of the year through publication, direct mailing, posting on the City’s website, or through a public hearing at which the budget and levy will be discussed and public input allowed. BE IT FURTHER RESOLVED by the City Council that the City of Chanhassen will submit to the Office of the State Auditor the actual results of the performance measures adopted by the City. PASSED AND ADOPTED by the Chanhassen City Council on this 26th day of June 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 191 192 193 Performance Measures - City of Chanhassen Category # Measure 2022 Result Notes General 1 Rating of the overall quality of services provided by the City (survey data, provide year completed and total responses) 2 Percent change in the taxable property market value 16.7% Pay 2022 Taxable MV vs Pay 2021 Taxable MV (from County Tax Capacity worksheets) 3 Citizens' rating of the overall appearance of the City (survey data, provide year completed and total responses) 4 Nuisance code enforcement cases per 1,000 population 5 Number of library visits per 1,000 population 6 Bond rating AAA - Standard & Poors 7 Citizens' rating of the quality of recreational programs and facilities (survey data, provided year completed and total responses) 8 Accuracy of post-election audit (% of ballots counted accurately)Was one done in 2022? Police Services 9 Part I and II Crime Rates 10 Part I and II Crime Clearance Rates 11 Citizens' rating of safety in their community (survey data, provide year completed and total responses) 12 Average police response time Average time it takes to respond to top priority calls from dispatch to officer on scene Fire & EMS Services 13 Insurance industry rating of fire services 4/4Y 2020 FRS from ISO. Scheduled again in 2025 with expectations of 3 or lower 14 Citizens' rating of the quality of fire protection services - ISO Rating (survey data, provide year completed and total response) 15 Average fire response time 8:40 Average time it takes from dispatch to apparatus on scene for calls that are dispatched as a possible fire 16 Fire calls per 1,000 population 1:44 Primary Engine Avg Response Time 17 Number of fires with loss resulting in investigation 15 18 EMS calls per 1,000 population 28.73 Average time it takes from dispatch for arrival of EMS 19 EMS average response time 7:08 Average Rescue Engine response time Streets 20 Average City street pavement condition rating (PCI)73.1 This is directly reported by Cartegraph, updated daily 21 Citizens' rating of the road conditions in the City (survey data, provide year completed and total response) 22 Expenditures for road rehabiliation per paved lane mile rehabilitated (City only roads) $ 754,352 Total cost for rehabilitation / lane miles rehabilitated-does not include sealcoating expenses 23 Percentage of all City lane miles rehabilitated (City only roads)4.30%Lanes miles rehabilitated in year / total number of lane miles 24 Average hours to complete road system during snow event 8.1 25 Citizens' rating of the quality of snowplowing on City streets (survey data, provide year completed and total response) Water 26 Citizens' rating of the quality of fire protection services (survey data, provide year completed and total response) 27 Operating cost per 1,000,000 gallons of water pumped/produced $ 5,593 Actual operating expense for water utility / (total gallons pumped / 1,000,000) = cost per million - Includes depreciation Sanitary Sewer 28 Citizens' rating of the dependability and quality of sanitary sewer service (survey data, provide year completed and total response) 29 Number of blockages on City system per 100 connections 0.012 (Number of blockages / number of connections) X 100 = blockages for 100 connections 194 City Council Item June 26, 2023 Item Resolution 2023-XX: Supporting Request for State Funds in the 2024 Capital Bonding Bill File No.Item No: D.15 Agenda Section CONSENT AGENDA Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution supporting a request for state funds in the 2024 Capital Bonding Bill." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The City Council and staff have been working on plans to construct the Chanhassen Bluffs Sports Complex, a proposed recreational facility that will include two sheets of ice, a turf multi-purpose field, a community gathering space, and more. The proposed facility will provide recreational opportunities for not only Chanhassen residents but also the region, including 14 communities where Chanhassen and other area students participate in school events. The expected cost to construct the facility is $55,000,000, and staff is working on identifying financing sources. The city recently received legislative approval to hold a referendum in November 2024 to consider the approval of a 0.5% local option sales tax that would provide up to $40,000,000 in sales tax revenue over 20 years for debt service payments on the facility. If approved, the city would issue bonds 195 totaling $30,000,000 for the facility. Debt service on the bonds is expected to total $40,000,000. This leaves a funding gap of $25,000,000 to construct the facility. Staff has been working with area legislators and others on a request for the 2024 State Capital Bonding Bill in the amount of $22,000,000 for the construction of the Chanhassen Bluffs Sports Complex. Staff submitted an application to the State of Minnesota Office of Management and Budget for such purpose. Staff is working on funding sources for the remaining $3,000,000 for the project. Staff recommends the City Council adopt the attached resolution supporting the request for state funds in the 2024 Capital Bonding Bill. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Resolution 196 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: RESOLUTION SUPPORTING THE REQUEST FOR STATE FUNDS IN THE 2024 CAPITAL BONDING BILL IN THE AMOUNT OF $22,000,000 FOR THE CHANHASSEN BLUFFS SPORTS COMPLEX WHEREAS,the City of Chanhassen is seeking funding assistance for the construction of the Chanhassen Bluffs Sports Complex, which is expected to cost $55,000,000; and WHEREAS, the proposed facility will include two sheets of ice, a walking track, a turf multi-purpose field, a community gathering space, and more; and WHEREAS, the proposed facility will provide recreational opportunities for not only Chanhassen residents but also the region, including 14 communities where Chanhassen and other area students participate in school events. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council supports the request for state funds in the amount of $22,000,000 for the construction of the Chanhassen Bluffs Sports Complex and requests the amount be included in the 2024 Capital Bonding Bill. BE IT FURTHER RESOLVED that the Chanhassen City Council supports the application submitted to the State of Minnesota Office of Management and Budget for such purpose. PASSED AND ADOPTED by the Chanhassen City Council this 26th day of June 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 197 City Council Item June 26, 2023 Item Ordinance XXX: Amending City Code Chapter 16, Collection and Disposal Service - Section 16-33(e) Operating Requirements File No.Item No: D.16 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts an ordinance amending City Code Chapter 16, Collection and Disposal Service - Section 16-33(e) Operating Requirements." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND City Code currently requires monthly mixed recyclables report from the haulers on the 20th of each month. That report is no longer required by Minnesota statute. DISCUSSION While updating information on garbage and recycling haulers within the City of Chanhassen, staff found that there was a requirement for a monthly report on mixed recycling in our City Code. The city has not required that report sent since July 1, 2016 due to Minnesota statute 115A.93 (c). The statute reads that the State of Minnesota would develop a short and long reporting form to reduce the duplicative reporting by the haulers. The city proposes to remove the language from city code that 198 requires this reporting by recycling haulers. BUDGET RECOMMENDATION ATTACHMENTS Draft Ordinance Redlined Ordinance 199 226962v1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 16, SOLID WASTES, OF THE CHANHASSEN CITY CODE THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: SECTION 1: Subsection (e) ofSection 16-33 of the Chanhassen City Code is hereby deleted in its entirety, and the following subsections are re-lettered accordingly. SECTION 2: This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 26th day of June, 2023, by the City Council of the City of Chanhassen, Minnesota. Kim Meuwissen, City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on July 6, 2023) 200 Sec 16-33 Operating Requirements A licensed hauler must comply with the following requirements. Failure to observe these provisions may be a basis for suspension or revocation of a license: (a)Manner. The licensee shall operate in a manner consistent with its application materials and shall provide notice to the city within ten days of any change in the information. (b)Hours of collection. No collection of mixed municipal solid waste, recyclable materials or yard waste shall be made except between the hours of 7:00 a.m. and 6:00 p.m., Monday through Friday. Operations during these hours may also be conducted on Saturday to accommodate recognized national holidays or a special pickup. Customers shall be reasonably notified of the specific day and hours for collection of their yard waste, mixed municipal solid waste, and/or recyclables and the licensee shall collect the materials within those time periods. (c)Vehicles; maintenance. Each licensed hauler shall only use vehicles and equipment so constructed that the contents will not leak or spill. The vehicles and equipment shall also be kept clean and as free from offensive odors as possible, and shall not stand in any street, alley, or public place longer than is reasonably necessary to collect mixed municipal solid waste, yard waste, and/or recyclables. The license shall also ensure that the collection site is left tidy and free of litter. (d)Opportunity to recycle; collection. Each licensed hauler shall provide its customers with an opportunity to recycle through the weekly or bi-weekly curbside collection of targeted recyclables. Any hauler providing bi-weekly recycling pickup must provide, at a minimum, a 35-gallon, enclosed container for residential customers. The curbside collection of targeted recyclables shall be on the same day as the collection of the customer's mixed municipal solid waste, but may occur at a different time within that day. The targeted recyclables collection shall be from a location at or near the customer's mixed municipal solid waste collection site, or such other location mutually agreeable to the hauler and the customer. The licensee may specify how a customer is to place and prepare their targeted recyclables for collections. The licensee must provide this information to their customers in writing on an annual basis. In addition, annually the hauler shall provide their customers with their material recovery facility's recycling rate. The city must also be provided a copy of this information on an annual basis. The licensee is also deemed the owner of the recyclables and upon collections the licensee may market them. Nothing herein shall be construed to prevent a licensee from offering curbside collection for other recyclable materials, in addition to the targeted recyclables. (e)Monthly report on mixed recyclables. Each licensee shall submit a monthly report to the city of the weight, in tons, of mixed recyclables collected by the licensee in Chanhassen. The report shall be provided on or before the 20th day of the month following the close of the previous month and shall be on a form provided by the city. The report shall also identify the estimated weight of each type of collected recyclable, distinguish residential collection tonnage from commercial/industrial tonnage, the location of the recycling facilities or end 201 markets to which all materials are delivered, the recycling rate of the facility, and describe how the weights were calculated. Upon written notice to the licensee, the city may require similar reports on other materials picked up by the licensee. (e)Charges for service. Licensed mixed municipal solid waste haulers may not charge their customers a flat fee rate. To the extent possible, charges shall be based upon the volume or weight of mixed municipal solid waste that is collected. Licensed haulers may not impose greater charges on residents or businesses that recycle than on those who do not recycle. (f)Recyclables. Recyclables may not be disposed of at a landfill or incinerated. All recyclables must be recycled. Licensed haulers shall not mix source-separated materials with mixed municipal solid waste or handle source-separated materials in any way that reduces the reusability or marketability of the source-separated material. Licensed haulers must notify the customer if recyclable materials are contaminated or not sorted correctly. The notification must be in writing stating the violation and corrective measures and it must be presented at the time of collection. (g)Designated sanitary landfill. Mixed municipal solid waste collected from sources other than public entities may only be disposed of at a designated sanitary landfill or other facility authorized by the county. All mixed municipal solid wastes collected from any public entity within Chanhassen must be managed according to the Carver County Waste Management hierarchy. 202 City Council Item June 26, 2023 Item Resolution 2023-XX: Consider a request for a Subdivision, Site Plan Review with Variances, and a Conditional Use Permit for a drive-through restaurant located at 800 West 78th Street - Cafe Zupas File No.Planning Case #2023-08 Item No: G.1 Agenda Section GENERAL BUSINESS Prepared By Bob Generous, Senior Planner Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution approving the preliminary and final plat for West Village Heights 4th Addition, authorizes a site plan agreement for a 3,050 square-foot commercial building with a variance from the sign regulations, and a conditional use permit for a drive-through for Café Zupas subject to the conditions of approval in the Planning Commission staff report, and adopts the Findings of Fact and Recommendation." Motion Type Simple Majority Vote of members present Strategic Priority Development & Redevelopment SUMMARY The developer is requesting subdivision approval to create a lot for an additional building site, site plan approval for a 3,050 square-foot building with a conditional use permit for a drive-through in conjunction with their restaurant, and a variance to permit a second sign containing the display message in addition to the building signage. BACKGROUND The Planning Commission held a public hearing on June 6, 2023, to review the proposed development. The Planning Commission voted 7 - 0 to recommend approval of the project subject to the conditions of 203 approval in the staff report. The Planning Commission minutes for June 6, 2023, are attached. DISCUSSION The applicant is requesting subdivision approval to create two lots. The existing buildings on the site will be on Lot 1, with 542,995 square feet of area (12.46 acres). The new building site, Lot 2, will be 32,982 square feet (0.76 acres). Both parcels exceed the minimum requirements for the zoning district. The developer is requesting site plan approval for a 3,050-square-foot building with a conditional use permit for a drive-through in conjunction with their restaurant and a variance to permit a second sign containing the artistic message in addition to the building business signage. The drive-through meets all the requirements for a drive-through in City Code. The site plan complies with the zoning ordinance requirements subject to the conditions of approval. The sign variance is necessary since City Code does not make a distinction between business display messages and artistic or inspirational messages. The City's Planning Department is currently working on an update to its Downtown Design Guidelines. The Planning Commission discussed whether or not the proposed Café Zupa's development would inhibit more intensive infill redevelopment in the future. Staff noted that there was potential that it could inhibit future larger-scale redevelopment but that absent the City Council adopting an applicable moratorium, the city would need to act on the application based on the city's current ordinances in effect. Based on that information, the Planning Commission recommended approval of the project as outlined below. BUDGET RECOMMENDATION Staff and the Planning Commission recommend City Council approve the subdivision, site plan with a variance, and conditional use permit for Café Zupas subject to the recommended conditions of approval and adoption of the Findings of Fact and Recommendation. ATTACHMENTS Resolution Conditional Use Permit for Drive-Through Signed Findings of Fact June 6, 2023 Planning Commission Staff Report June 6. 2023 Planning Commission Minutes 204 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: June 26, 2023 RESOLUTION NO: 2023-XX MOTION BY:SECONDED BY: A RESOLUTION APPROVING A PRELIMINARY AND FINAL PLAT FOR WEST VILLAGE HEIGHTS 4TH ADDITION WEST VILLAGE STATION, LLC WHEREAS,West Village Station, LLC has requested subdivision of property, replatting it into two parcels; and WHEREAS,the property was previously subdivided as West Village Heights 2 nd Addition on March 28, 1988; and WHEREAS, the proposed subdivision complies with all requirements of the Chanhassen City Code; and WHEREAS, the proposed subdivision is consistent with the Chanhassen Comprehensive Plan and Zoning Ordinance; and WHEREAS, the Planning Commission held a public hearing on June 6, 2023, and recommended approval of the subdivision. NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves the subdivision of Lot 4, Block 1, West Village Heights 2nd Addition, into Lots 1 and 2, Block 1, West Village Heights 4th Addition subject to the following conditions and adoption of the Findings of Fact: 1. The Developer shall record cross-access and parking easements for the plat. 2. The Developer shall pay park and recreation fees prior to recording the final plat. 3. The Developer shall update the final plat prior to recording in accordance with Sec. 18-76 of the City Code to encumber all public utilities with public drainage and utility easements. 4. The Developer shall dedicate right-of-way at the northern leg of West 78 th Street and Target Entrance prior to recording the final plat. 5. The Developer shall enter into a cross-access and maintenance agreement for the private sanitary sewer service that extends from Block 1, Lot 2 into Lot 1 prior to the recording of the final plat. 6. The Developer shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. The Operations and Maintenance Agreement must clearly depict the utilities that will be public and provide. 205 7. Prior to recording of the final plat, the Developer shall pay the water quality and quantity fee at the rate effect at the time of recording final plat – for 2023, the fee due is $26,970.00. PASSED AND ADOPTED BY by the Chanhassen City Council this 26th day of June 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 206 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2023-08 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: A drive-through for a restaurant. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Lot 2, Block 1, West Village Heights 4th Addition, Carver County, Minnesota 3. Conditions. The permit is issued for drive-through in conjunction with a restaurant, with the following conditions: The proposed drive-through shall comply with the site plan prepared by Westwood Professional Services, Inc. dated 05/02/2023. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: 207 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 , 20___, 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 DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 208 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Caf6 Zupas and West Village Station, LLC for Subdivision, Site Plan Review with Conditional Use Permit and Variances. On June 6,2023,the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Caf6 Zupas and West Village Station, LLC for subdivision approval for two lots, site plan review for a 3,500 square restaurant with a conditional use permit for a drive-through and a variance for an additional display message for Caf6 Zupas for the property located at 800 West 78th Street. The Planning Commission conducted a public hearing on the proposed site plan was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT l. The property is currently zoned Central Business District, CBD 2. The property is guided by the Land Use Plan for Commercial use. 3. The legal description of the property is: Lot 4, Block 1, West Village Heights Second Addition 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Central Business District regulations; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter l9; 1 209 e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists 1) 2) 3) 4) Lack of adequate stormwater drainage, which are available and being installed with the development. Lack of adequate roads. Access is to an existing, collector public street Lack of adequate sanitary sewer systems, which is available to the development. Lack of adequate off-site public improvements or support systems. 5 Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for structures and site features, with special attention to the following: I ) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2)The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Conditional Use Permit. The planning commission shall recommend a conditional use permit and the council shall issue such conditional use permits only if it finds that such use at the proposed location: 2 210 a) The drivethrough will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city and will comply with all requirements for drive-throughs. b) The drive{hrough will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c) The drive-through will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character ofthat area. e) The drive-through will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment ofthe proposed use. f) The drive-through will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g) The drive{hrough will not involve uses, activities, processes, materials, equipment and conditions ofoperation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents or trash. h) The drive-through will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares, based on the stacking analysis and traffic study. i) The drive-through will not result in the destruction, loss or damage of solar access, natural, scenic or historic features ofmajor significance. j) The drivethrough will be aesthetically compatible with the area. k) The drive-through will not depreciate surrounding property values. l) The drive+hrough will meet standards prescribed for certain uses as provided in section 20- 292 of the Chanhassen City Code. 7. Variance Strict compliance with the requirements of this article would cause a hardship. The development is trying to introduce a artistic expression to the building for the community which is precluded by City Ordinance. b. The variance does not adversely affect the spirit or intent ofthis sign ordinance. The planning rep ort #2023-08 dated June 6,2023, prepared by Robert Generous, et al, is incorporated herein. 3 a d) The drive-through will not be hazardous or disturbing to existing or planned neighboring uses. 211 RECOMMENDATION The Planning Commission recommends that the City Council approve the subdivision, site plan review with variance, and the conditional use permit for the drive-through subject to the conditions of the planning report. ADOPTED by the Chanhassen Planning Commission this Lday of 5u^t ) 2023 CHANHASSEN PLANNING COMMISSION BY: Its 4 212 Planning Commission Item June 6, 2023 Item Consider a request for a Subdivision, Site Plan Review with variances, and a Conditional Use Permit for a drive-through restaurant located at 800 W. 78th Street. File No.Item No: B.2 Agenda Section PUBLIC HEARINGS Prepared By Bob Generous, Senior Planner Applicant Café Zupas West Village Station, LLC 460 W Universal Circle 11501 Northlake Drive Sandy, UT 84070 Cincinnati, OH 45249 Present Zoning Central Business District (CBD) Land Use Commercial Acerage 13.22 Density F.A.R. 0.11 Applicable Regulations Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article XVIII, Central Business District, CBD Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-Institutional Developments Chapter 20, Article XXVI, Signs 39213 SUGGESTED ACTION "The Chanhassen Planning Commission recommends approval of the subdivision, site plan, variance, and conditional use permit for Café Zupas subject to the conditions of approval in the staff report and adopts the Findings of Fact and Recommendation." SUMMARY The developer is requesting subdivision approval to create a lot for an additional building site on the property. They are also requesting site plan approval for a 3,050 square-foot building with a conditional use permit for a drive-through in conjunction with their restaurant and a variance to permit a second sign containing the display message in addition to the building signage. BACKGROUND In November 1986, this property was approved as part of a mixed use subdivision (West Village Heights 2nd Addition including five commercial lots, one multi-family lot, and the realigned right-of- way for West 78th Street. The property was rezoned from R-1a, Agricultural Residence District, to C-3, Service Commercial District. In 1987, the lot was rezoned to BG, General Business District, as part of the revision of the Zoning Ordinance. The western portion of Block 1 was rough graded in anticipation of a PDQ center. The center and commercial uses were not built. The multi-family properties to the north were developed as Oak Ponds townhouses (PUD #92-3) and Centennial Hills (SPR #92-8). The West 78th Street alignment was modified and a revised road section employed concurrent with the approval of Target. On November 8, 1993, the City approved Interim Use Permit #93-2 permitting the rough grading of the site for the commercial development of the property. On December 13, 1993, the City approved Site Plan #93-7 for West Village Center and Conditional Use Permit #93-1 to permit the grouping of two buildings on one lot. On February 8, 2010, the City approved ordinance No. 493 rezoning Lot 4, Block 1, West Village Heights 2nd Addition from General Business District, BG, to Central Business District, CBD. DISCUSSION The applicant is requesting subdivision approval to create two lots. The existing buildings on the site will be on Lot 1 with 542,995 square feet of area (12.46 acres). The new building site, Lot 2, will be 32,982 square feet (0.76 acres). Access and cross parking agreements will be required to be recorded with the plat. Both parcels exceed the minimum requirements for the zoning district. The developer is requesting site plan approval for a 3,050 square-foot building with a conditional use permit for a drive-through in conjunction with their restaurant and a variance to permit a second sign containing the display message in addition to the building business signage. The proposed development 40214 meets the requirements of the site plan review subject to revisions to the plan outlined in the staff report. The drive-through meets standards established for drive-through in City Code. The applicant is requesting a variance to permit the installation of a display message on the wall of the building. City code classifies this as a sign and only permits one sign per building elevation. Staff believes that this sign provides a motivational rather than a commercial message that should be permitted. RECOMMENDATION Staff recommends that the Planning Commission recommends approval of Planning Case #2023-08, plans prepared by Westwood Professional Services, Inc. dated May 2, 2023, for the Subdivision creating two lots, the site plan for a 3,050 square-foot restaurant with a conditional use permit for a drive-through and variance to permit the display message in addition to the business sign subject the conditions in the staff report, and adoption of the findings of fact and recommendation. ATTACHMENTS Staff Report Cafe Zupas Findings of Fact Cafe Zupas Development Review Application Project Narrative Preliminary Plat Final Plat Preliminary Site Plan Traffic Impact Cafe Zupas Queueing Study Letter From Resident Affidavit of Mailing Letters from Residents 41215 CITY OF CHANHASSEN PC DATE: June 6, 2023 CC DATE: June 26, 2023 REVIEW DEADLINE: July 4, 2023 CASE #: 2023-08 BY: RG, EH, JM, DN, JS, ET SUMMARY OF REQUEST: The developer is requesting subdivision approval to create a lot for an additional building site, site plan approval for a 3,050 square foot building with a conditional use permit for a drive-through in conjunction with their restaurant and a variance to permit a second sign containing the display message in addition to the building signage. LOCATION:800 West 78 th Street Lot 4, Block 1, West Village Heights 2nd Addition APPLICANT:Café Zupas Owner:West Village Station, LLC 460 W Universal Circle 11501 Northlake Drive Sandy, UT 84070 Cincinnati, OH 45249 PRESENT ZONING:Central Business District, CBD 2040 LAND USE PLAN: Commercial ACREAGE:13.22 acres DENSITY:0.11 F.A.R. PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the subdivision, site plan, variance, and conditional use permit for Café Zupas subject to the conditions of approval and adoption of the Findings of Fact and Recommendation.” 42216 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 2 of 24 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 has limited discretion in approving or denying Conditional Use Permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. 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 relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The developer is requesting subdivision approval to create a lot for an additional building site on the property. They are also requesting site plan approval for a 3,050 square foot building with a conditional use permit for a drive-through in conjunction with their restaurant and a variance to permit a second sign containing the display message in addition to the building signage. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article XVIII, Central Business District, CBD Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments Chapter 20, Article XXVI, Signs BACKGROUND In November 1986, this property was approved as part of a mixed use subdivision (West Village Heights 2nd Addition including five commercial lots, one multi-family lot, and the realigned 43217 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 3 of 24 right-of-way for West 78th Street. The property was rezoned from R-1a, Agricultural Residence District, to C-3, Service Commercial District. In 1987, the lot was rezoned to BG, General Business District, as part of the revision of the Zoning Ordinance. The western portion of Block 1 was rough graded in anticipation of a PDQ center. The center and commercial uses were not built. The multi-family properties to the north were developed as Oak Ponds townhouses (PUD #92-3) and Centennial Hills (SPR #92-8). The West 78th Street alignment was modified and a revised road section employed concurrent with the approval of Target. On November 8, 1993, the City approved Interim Use Permit #93-2 permitting the rough grading of the site for the commercial development of the property. On December 13, 1993, the City approved Site Plan #93-7 for West Village Center and Conditional Use Permit #93-1 to permit the grouping of two buildings on one lot. On February 8, 2010, the City approved ordinance No. 493 rezoning Lot 4, Block 1, West Village Heights 2nd Addition from General Business District, BG, to Central Business District, CBD. SITE CONSTRAINTS Bluff Creek corridor This parcel is not encumbered by the Bluff Creek Overlay District. Bluff Protection There are no bluffs on the property. Floodplain Overlay This property is not within a floodplain. Shoreland Management The property is not located within a shoreland protection district. Wetland Protection There is not a wetland located on the development site. 44218 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 4 of 24 SUBDIVISION REVIEW The applicant is requesting subdivision approval to create two lots. The existing buildings on the site will be on Lot 1 with 542,995 square feet of area (12.46 acres). The new building site, Lot 2, will be 32,982 square feet (0.76 acres). Access and cross parking agreements will be required to be recorded with the plat. Both parcels exceed the minimum requirements for the zoning district. PRELIMINARY PLAT STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater 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.” This site lies within the boundaries of the Riley Purgatory Bluff Creek Watershed District and is subject to their stormwater management requirements. 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. With all subdivisions, stormwater utility connection fees are collected. Fees are used to maintain storm sewer infrastructure and to construct water quality improvement projects. 45219 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 5 of 24 EASEMENTS The public drainage and utility easements (DUE) illustrated on the proposed West Village Heights 4th Addition final plat are consistent with the DUEs recorded with the previous plats of West Village Heights. While a majority of the utilities located within the West Village Center associated with this final plat are private, there is a public sanitary sewer main that runs along the east portion of the property as well as a public water main that runs along the south portion of the property. It appears these public utilities are not encumbered in their entirety by public easements. In accordance with Sec 18-76, the Developer shall update the final plat to encumber all public utilities. Typical easements for underground utilities are 20 feet wide centered over the public utility. There is an approximate 730 square-foot area of the final plat near the southwest corner of the property that encompasses a portion of the northern leg of an intersection, located at W 78 th Street and the Target Entrance, which is controlled by a traffic signal. This portion is not currently plated as public right-of-way (ROW). Staff has reviewed the intersection and recommends that the portion be dedicated as ROW to facilitate potential future intersection improvements, e.g. re-alignment. The area necessary for ROW would be from the western property line to 5 feet past the existing curb line. As this dedication would not entirely encompass the northern leg of the intersection, there would be no change to the current maintenance activities (snow removal, striping, etc.) until the entire intersection is dedicated as public ROW. SANITARY SEWER AND WATER MAIN Sanitary Sewer is available to the site. Water main is available to the site. STORMWATER 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. This fee will be applied to the new lots of record being created (i.e. Block 1 Lot 2). Any future subdivisions which create new lots of record within the plat will also be charged the fees. The fees will be assessed at the rate in effect at the time of final plat recording; 2023 rates are $34,800.00 per acre. Block 1 Lot 2 is approximately 0.775 acres, as such the net fee due at the time of final plat (in 2023) is $26,970.00. 46220 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 6 of 24 PARKS & RECREATION The quality and number of recreational facilities in a community directly contribute to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the City of Chanhassen has developed and increased in population and businesses, more pressure and attention has been given to providing recreational opportunities for our residents, visitors, and businesses. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive-oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions such as: meeting physical and psychological needs, enhancing and protecting the resource base, enhancing real estate values, and providing a positive impact on economic development. Park and Trail Conditions of Approval Park fees for the new building site in effect at the time of final plat approval shall be paid prior to recording the plat. The park fees for 2023 are $12,500.00 per acre for commercial/industrial land. The developer shall pay $9,500.00. COMPLIANCE TABLE Area (sq. ft.) Width (ft.) Depth (ft.) Hard Cover % / sq. ft. Notes Code 10,000 100 100 NA / NA Lot 1 542,995 577 877 12.46 acres Lot 2 32,982 160 205 0.76 acres Total 575,977 13.22 acres Setbacks: There are no required building setbacks. There is no maximum lot coverage for the site. SITE PLAN REVIEW The developer is requesting site plan approval for a 3,050 square-foot building with a conditional use permit for a drive-through in conjunction with their restaurant and a variance to permit a second sign containing the display message in addition to the building business signage. 47221 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 7 of 24 ARCHITECTURAL COMPLIANCE East Elevation 48222 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 8 of 24 West Elevation South Elevation (West 78 th Street) North elevation 49223 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 9 of 24 Size portion Placement The building entrance is located on the east side of the building. The location of this entrance was dictated by the city requiring the closure of the south access of the parking lot to the access drive aisle to West 78 th Street. City Code requires that the main entrance should always face the primary street with secondary entrances to the side or rear. To accomplish this, the developer could extend the entry vestibule and add a door facing south. Alternatively, the door in the southeast corner of the building could be adjusted so that it faces West 78 th Street. Additional articulation is required along West 78th Street as outlined in the building materials and facade sections of this report. Material and Color The primary building material is painted China White stucco, which is located on all sides of the building. Additionally, painted Tricorn Black stucco is located on the wall framing the pickup window and over the entrance vestibule. A band of painted Snowbound white brick serves as a base for the building and is included in the architectural tower south of the entrance with a landscape trellis providing additional architectural detail to that wall. The display message on the tower will be Tricorn Black paint over brick with white lettering. The roof access tower on the west side of the building and as transitions to the parapet height variations on the east and south sides of the building is a Redwood composite wood laminate. The brown of the wood will help tie the building into the brick of the West Village Center. Black metal canopies are provided over the drive-through lanes on the north side of the building. A smaller canopy is proposed over the pickup window. Staff is recommending that this canopy be expanded over the drive-through lane to provide additional articulation along the West 78th Street elevation. The building parapets are topped by black coping. To provide artistic interest to the building, the developer is proposing a Chanhassen mural on the east side of the building with LED lighting expressing “Good Things Happen Here – Chanhassen”. A second mural is proposed along the western side of the building adjacent to the drive-through lane to add visual interest to the customers and visitors to the site. Height and Roof Design The flat roof is articulated by the use of varying parapet heights of 22, 24, and 26 feet. Rooftop mechanical equipment shall be screened. Facade transparency Due to the floor plan and operations within the building, 50 percent of the first-floor elevation viewed from West 78th Street cannot include transparent windows and or doors. However, the architecture detailing can be achieved by the use of spandrel glass on both sides of the pickup 50224 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 10 of 24 window and the expansion of the canopy over the pickup window and patterning, recesses, and shadowing that provide aesthetic interest. Site Furnishing The developer is providing a patio area with seating and a bicycle rack. A sidewalk connection to West 78th Street will promote pedestrian connectivity. Loading areas, refuse area, etc. A brick trash enclosure is proposed to the north of the drive-through. The gates for the enclosure must be opaque. No plans have been provided for the enclosure. As part of the building permit process, the developer shall submit plans for city review and approval. Lot Frontage and Parking location The lot fronts on West 78th Street, but the building is oriented to the east due to the drive- through. A minimum number of parking spaces are located east and southeast of the building with additional parking being provided through a cross parking agreement with the center. ACCESS The Zupas development is proposed within the commercial center known as West Village Center at the northwest corner of Kerber Boulevard and W 78th Street (800 W 78th Street). Direct access to West Village Center is had from two driveway entrances off Kerber Boulevard and three driveway entrances off W 78th Street, while direct access to the Zupas development is had via internal private access within the West Village Center. A traffic impact analysis (TIA) dated December 9, 2022, was provided for the West Village redevelopment and was produced by Paul Villaluz, P.E., PTOE, RSP1 with Westwood. The TIA evaluated existing and anticipated projected traffic operations, potential impacts to the adjacent roadway network based on proposed uses, a drive-through queue analysis, a parking analysis, a Downtown Vision Plan analysis, and recommended improvements to address identified issues. The report concluded that overall traffic operations will continue to operate under acceptable levels, abutting street capacity is sufficient, the proposed on-site drive-through queue storage is sufficient for the anticipated demand, the project is compliant with the Downtown Chanhassen Vision Plan, and no safety improvements are required or recommended as part of this project. The report did recommend that the city investigate retiming of the signals at the Target entrance and W 78 th Street as well as Kerber Boulevard and W 78th Street to improve the overall level of service which the city will be taking into consideration as future intersection improvement projects are planned for the W 78 th St corridor. The full TIA is attached to this report. Staff strongly encourages the Developer and the property owner to evaluate internal pedestrian access routes within the West Village Center to the proposed development. In order to meet parking requirements, the development will be utilizing a shared parking agreement with the 51225 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 11 of 24 commercial center, however, there doesn’t appear to be a clear pedestrian route from shared parking to the development. The Developer has proposed drawing pedestrians from W 78th Street into the site with the installation of a private sidewalk. This helps meet pedestrian-related principles of the Downtown Vision Plan by defining the pedestrian network and elevating the pedestrian realm. As the connection will tie into the public sidewalk, the Developer will be required to ensure the public sidewalk where the tie-in is proposed is ADA compliant. EASEMENTS A cross access and parking agreement shall be provided for the site. GRADING The proposed development is within an existing parking lot that services the West Village Center. Minor grading and elevation changes within Block 1 Lot 1, Lot 2 and within the abutting public right-of-way are proposed in order to construct the building. The Developer shall provide the city haul routes for all construction activity for approval with the building permit submittal, as well as report any drain tile found during grading operations. DRAINAGE AND EROSION CONTROL Drainage on the existing developed lot generally flows from northeast to southwest. Drainage within the parking lot was picked up by four catch basins in the lower southwest corner. Three of these catch basins drain to an existing storm sewer line south of the parcel on West 78 th Street. The final catch basin drains to a separate storm sewer line that goes west. Eventually, these two lines connect into the same overall trunk storm sewer line within W 78 th Street. This trunk storm sewer system ultimately discharges to an existing stormwater pond near the intersection of W 78th Street and Powers Boulevard. There is no existing floodplain located at the project location. 52226 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 12 of 24 In the proposed conditions drainage patterns remain similar to existing with the site discharge points still being the two existing storm sewer systems in the southwest corner of the site. Runoff from the proposed building, parking lot and drive thru being picked up in proposed storm sewer and directed to an underground infiltration chamber. The underground chamber is intended to provide storage for rate control and to provide volume abstraction and water quality treatment onsite. The outlet of the underground chamber will connect into the existing storm sewer system that goes south to W 78th Street. A small portion of the site will continue to runoff directly to catch basins that are part of the existing storm sewer system going west. The proposed development will not exceed one (1) acre of disturbance and therefore, is not 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. An Erosion and Sediment Control Plan (ESCP) is a required submittal element for site development in accordance with Section 19-145 of City Ordinance. An ESCP was included in the proposed plans dated May 2, 2023. The ESCP is consistent with City Ordinance but will need to be updated as plans are revised. No earth 53227 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 13 of 24 disturbing activities may occur until an approved ESCP is developed. All erosion control shall be installed and inspected prior to initiation of site grading activities. STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater 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 development is located within the RPBCWD and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated May 2, 2023, was submitted by the Developer 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. A geotechnical report was submitted dated April 2023, which included three soil borings onsite that showed clayey sands and sandy lean clays throughout the site. The stormwater management report noted that infiltration testing was completed onsite as well showing infiltration rates of 0.3 inches per hour however the location for the infiltration test and the results of the infiltration testing were not included in the submittal and could not be verified. Based on the soil borings and infiltration testing, the Developer noted this is a restricted site and that the full volume abstraction could not be provided onsite due to unsuitable soils onsite. The second sequencing step in line with RPBCWD rules would be to provide volume abstraction for 0.55 inches of runoff from all new or fully reconstructed impervious. Because the infiltration testing was not included in the submittal the classification of the site as restricted could not be verified at this time, and the narrative noting the infiltration testing showed infiltration rates of 0.3 inches per hour onsite would indicate that infiltration is feasible onsite and is not restricted. Additional consideration of whether the site is or is not restricted will be required once the infiltration testing information is provided for review. The site is proposing 0.54 acres of new and fully reconstructed impervious as part of the development. The underground chamber provides 1,133 cubic feet of storage below the outlet to be infiltrated, which exceeds the required 0.55” of runoff over the new and fully reconstructed impervious, assuming the site is classified as restricted. However, if the site is not classified as restricted the required volume abstraction volume would be 2,156 cubic feet and would not currently be met onsite. A combination of P8 and MIDS modeling was provided to demonstrate that the site is providing at least 60% TP and 90% TSS removals. While there were minor comments on the MIDS modeling to be confirmed, it is anticipated that the site will be able to demonstrate compliance with the water quality removal requirements. The MIDS modeling comments should be 54228 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 14 of 24 addressed and updated MIDS modeling should be provided to demonstrate compliance as part of the final plat review. 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 site is currently showing a 0.05 cfs increase to the southern storm sewer in the 10-day snowmelt event however because the two storm sewer systems combine downstream of the site this small increase in the snowmelt event is not anticipated to cause any adverse impacts. Final versions of all modeling (including HydroCAD, MIDS, and P8 models as well as a final stormwater management report shall be provided as part of the final plat submittal which address any city and/or RPBCWD comments. As outlined in the City’s Surface Water Management Plan adopted in December 2018, the city requires at least three feet of freeboard between a building elevation and adjacent ponding features. The HWL of the proposed underground chamber is 969.74 and the proposed building elevation is 973.0 which exceeds the required freeboard. Currently, 0.74 feet of freeboard is provided between the catch basin EOF west of the building and the building elevation. It is recommended that the Developer modify the design to get a minimum of one foot of freeboard with respect to the catch basin EOF. The proposed design shows a stormwater catch basin adjacent and downgradient of the trash receptacles. This configuration will result in a high probability of illicit discharge. Typical restaurant garbage including food waste, trash, and oils would act to clog and cause maintenance issues in the downstream Best Management Practices (BMP). These pollutants also have the potential to adversely impact downstream resources. The Developer should reconfigure the site and/or grades to mitigate potential adverse impacts caused by the trash collection and storage of the site as it relates to stormwater. The proposed BMPs and associated stormwater infrastructure on site 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 system will be cleaned out including the underground infiltration chambers proposed in the construction plans. The proposed BMPs are located outside of the drainage and utility easement. RETAINING WALLS There is a small retaining wall, approximately three feet tall, in the southwest corner of the site adjacent to the drive-through. If the total wall height including footings is less than four feet, a zoning permit is required. If the total wall height including footings is four feet or higher, a building permit is required. 55229 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 15 of 24 UTILITIES The plans provided propose water service be extended from a private water main on site. The applicant will be required to extend the water service from the public water main abutting the site to the south and within public drainage and utility easements (DUE). This will bring the water service into compliance with City Ordinance which allows the city to operate and maintain the curb stop at the DUE. The service must be installed per the City’s Standard Specifications and Detail Plates and plumbing code. Water hook-up charges will be required upon submittal of building permits. Sanitary sewer service to Block 1 Lot 2 will be had from a privately owned 8” PVC service which extends north into Block 1 Lot 1 where it will be connected to an existing privately owned 8” sanitary sewer main. The Developer will be required to enter into a cross-access and maintenance agreement for their private service at it extends past property lines. As the proposed development will require a grease interceptor, staff strongly recommends the Developer consider the installation of a sanitary sewer manhole where the private service is connecting to the private main. This will facilitate better access for cleaning and maintenance that can typically be expected where fat, oils, or grease (FOG) can accumulate. Sanitary sewer hook-up charges will be required upon submittal of building permits. LANDSCAPING 1. Planting diversity: Since only 9 trees are required, not more than 1 can be of a single species. They have listed 2 ginkgo’s and 2 serviceberry’s; only 1 of each can meet our standard. 2. Planting diversity: The plans indicate preservation of several trees. Two are maple trees (both sugar maple), so the proposed planting of a sugar maple will need to be changed to a different genus and species. 3. Planting diversity: 4 of the ornamental plantings are from the same family (rose family – serviceberry, hawthorn, crabapple). With 9 trees total, only 3 can be of the same family (this will be solved by substituting one of the serviceberry’s, as long as its not in the rose family). 4. Tree preservation: Plans show saving 3 trees that exist on site. The northwestern tree to be preserved has grading up to its base, so preservation is unlikely. Add this tree as a removal (not a save), and add another to be planted (following same guidelines as above). 5. Tree preservation: Plans show a new curb installed near a tree in the far northwestern corner of the project. Preservation of this tree is also unlikely, so it need to be added as a removal and another will need to be replanted (same diversity standards as above). 6. Tree preservation: Plans do not show any tree fencing to preserve the 2 trees that are likely to survive construction, based on submitted plans. Add tree fencing to the plans and locate at the edge of grading, so no more disturbance than needed affects the 2 trees to be saved. 56230 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 16 of 24 LIGHTING/SIGNAGE Area lighting location, style, mounting and photometrics have not been provided. However, the development shall comply with city ordinance and be consistent with the center lighting. Gooseneck lighting is proposed above the display message on the east side of the building. Wallpak lights are located on the east, west, and south sides of the building. All wall signage shall use individual dimension letters, at least one-half inch deep. Company symbols, display messages (not greater than six inches tall), pictorial presentations, illustrations, or decorations (anything other than wording) and less than 20 percent of the total sign display area are exempt from the individual dimension letter requirement. Café and Zupas must be a minimum of one-half inch depth, individual dimensioned letters. Soup, salad, and sandwich Kitchen is a display message which shall not be greater than six inches tall. If larger than six inches, then the lettering will need to be a minimum of ½ inch dimensional letters. A separate sign permit shall be required for building signage. The applicant is requesting a variance to permit the installation of a display message on the wall of the building. City code classifies this as a sign and only permits one sign per building elevation. This sign is one of Café Zupas’ brand identifiers. It is 38.5 square feet in sign area. 57231 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 17 of 24 Staff believes that this sign provides a motivational rather than a commercial message that should be permitted. The center’s pylon sign is located in the southwest corner of the site. The property owner shall record a sign easement for this sign. No additional monument or pylon signs are permitted on the property. MISCELLANEOUS Fire The building requires a full fire suppression system and fire alarm panel to monitor fire sprinkler flows. Depending on type of cooking and equipment, a fire suppression hood system may be required. Building A building permit must be obtained before beginning any construction. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 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. The building is required to have automatic fire extinguishing systems. 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. 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, 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. Retaining walls 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 under four feet in height require a zoning permit. PARKS & RECREATION One sidewalk connection to West 78 th Street sidewalk is proposed from the building. 58232 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 18 of 24 STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater 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). UTILITIES The developer is connecting to the sanitary sewer system with West Village Center. Sewer connection charges shall be paid with the building permit. The developer is connecting to the water system with West Village Center. Water connection charges shall be paid with the building permit. COMPLIANCE TABLE Code Project Building Height NA stories 1-story NA feet 26-feet Building Setback N - 0' E - 0'N - 75' E - 72' W - 0' S - 0'W - 35' S –72’ Parking Stalls 37 stalls 38 stalls (Standards: 1/80 sq. ft. (3,050/80=37.22) Parking Setback N - 0' E - 0'N - 0' E - 0' W - 0' S - 0' W - 0' S - 0' Hard Surface Coverage NA%70% Lot Area 10,000 sq. ft.32,982 sq. ft. (0.76 ac.) CONDITIONAL USE PERMIT The proposed drive-through complies with the standards required for drive-throughs in City Code. 59233 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 19 of 24 Sec 20-292 Drive-Through Facilities Drive-through facilities for any use shall comply with the following standards: 1. They shall not be located adjacent to any residential lot lines. 2. They shall be provided with a suitable visual screen from adjacent properties. 3. Stacking shall be provided within applicable parking lot setbacks. 4. Stacking shall meet the following standards: a) Fast-food restaurant: 12 vehicles (240 feet). 5. The city may require a vehicle stacking study to determine whether more or less stacking shall be required for a particular use. Queuing analysis submitted by the developer states required queuing of six vehicles. 6. Stacking areas shall not interfere with vehicular circulation in the parking lot, nor encroach into any required drive aisles. 7. Speaker or intercom system shall not be audible at the property line. The queuing study for the site estimates a maximum queuing of six vehicles. The drive-through provides 10 spaces of queuing in the order lane plus an additional four spaces for the mobile order lane. A decorative fence is proposed along the southwest corner of the drive-through. This fence shall screen the drive-through and block headlights from shining off-site. The drive- through shall comply with the site plan being approved for the site. VARIANCE Sec 20-1253 Variances The City Council, upon the recommendation of the Planning Commission, may grant a variance from the requirements of the sign regulations where it is shown that by reason of topography or other conditions, strict compliance with the requirements of this article would cause a hardship; provided that a variance may be granted only if the variance does not adversely affect the spirit or intent of the sign regulations. The proposed display message will provide an artistic expression on the building. While aligned with the brand identity, it provides 60234 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 20 of 24 RECOMMENDATION Staff recommends that the Planning Commission recommends approval of Planning Case #2023- 08, plans prepared by Westwood Professional Services, Inc. dated 05/02/2023, subject to the following conditions: Subdivision 1. The developer shall record cross-access and parking easements for the plat. 2. The developer shall pay park and recreation fees prior to recording the final plat. 3. The Developer shall update the final plat prior to recording in accordance with Sec. 18-76 of City Ordinance to encumber all public utilities with public drainage and utility easements. 4. The Developer shall dedicate right-of-way at the northern leg of W 78 th Street and Target Entrance prior to recording the final plat. 5. The Developer shall enter into a cross-access and maintenance agreement for the private sanitary sewer service that extends from Block 1 Lot 2 into Lot 1 prior to recording of the final plat. 6. The Developer shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the final plat. The Operations and Maintenance Agreement must clearly depict the utilities that will be public and provide. 7. Prior to recording of the final plat the Developer shall pay the water quality and quantity fee in the rate effect at the time of recording final plat – for 2023 the fee due is $26,970.00. Site Plan The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, landscaping, site restoration, and storm water improvements. Building 1. A building permit must be obtained before beginning any construction. 61235 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 21 of 24 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. 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. 4. The building is required to have automatic fire extinguishing systems. 5. 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. 6. 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, 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. 7. Retaining walls 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 under four feet in height require a zoning permit. Engineering 1. The Developer shall enter into a site plan agreement with the City and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The Developer shall update construction plans upon building permit submittal to ensure the public sidewalk where the tie-in is proposed is ADA compliant. 3. The Developer shall supply the City with a detailed haul route for review and approval by staff for materials imported to or exported from the site with the building permit submittal. 4. The Developer shall report to the City Engineer the location of any drain tiles found during construction and shall relocate or abandon the drain tile as directed by the City Engineer. 5. The Developer shall update the construction plans upon submittal of the building permit so that the water service is had from the public main on the south side of the property and be installed in accordance with the City’s Standard Specification and Detail Plates. 62236 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 22 of 24 Environmental Resources 1. The developer shall revise the landscaping plan as follows: a. Planting diversity: Since only 9 trees are required, not more than 1 can be of a single species. They have listed 2 ginkgo’s and 2 serviceberry’s; only 1 of each can meet our standard. b. Planting diversity: The plans indicate preservation of several trees. Two are maple trees (both sugar maple), so the proposed planting of a sugar maple will need to be changed to a different genus and species. c. Planting diversity: 4 of the ornamental plantings are from the same family (rose family – serviceberry, hawthorn, crabapple). With 9 trees total, only 3 can be of the same family (this will be solved by substituting one of the serviceberry’s, as long as its not in the rose family). d. Tree preservation: Plans show saving 3 trees that exist on site. The northwestern tree to be preserved has grading up to its base, so preservation is unlikely. Add this tree as a removal (not a save), and add another tree to be planted (following same guidelines as above). e. Tree preservation: Plans show a new curb installed near a tree in the far northwestern corner of the project. Preservation of this tree is also unlikely, so it shall be added as a removal and another tree will need to be replanted (same diversity standards as above). f. Tree preservation: Add tree fencing to the plans and locate at the edge of grading, so no more disturbance than needed affects the 2 trees to be saved. Fire 1. Building requires a full fire suppression system and fire alarm panel to monitor fire sprinkler flows. 2. Depending on type of cooking and equipment, a fire suppression hood system may be required. Planning 1. The developer shall extend the entry vestibule and add a door facing south. Alternatively, the developer shall relocate the door in the southeast corner of the building so that it faces West 78th Street. 63237 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 23 of 24 2. The developer shall expand the canopy over the drive-through lane at the pickup window. 3. The developer shall install spandrel glass on both sides of the pickup window, one under the Café Zupas sign and the other in the black stucco wall. 4. The developer shall submit an electrical and photometric plan for review and approval prior to issuance of a building permit. 5. Sign permits shall be required for all business wall signage. Water Resources 1. The Developer shall provide a copy of conditional approval from the RPBCWD as part of the final plat submittal. 2. The Developer shall update the models (HydroCAD, MIDS and P8) per City and any watershed district comments and submit updated computations and models in their native forms with the final site plan and final construction plans. 3. The Developer shall provide information on the infiltration testing conducted onsite to aid in considering whether the site should be classified as restricted for infiltration or not as part of the final site plan submittal. 4. The Developer shall provide storm sewer sizing calculations and a catch basin drainage area map to confirm the storm sewer is sized for a 10-year storm event as part of the final site plan submittal. 5. The Developer shall address staff’s concerns of the trash collection and storage configuration on site and provide justification for the design as part of the final site plan submittal. Conditional Use Permit The proposed drive-through shall comply with the site plan prepared by Westwood Professional Services, Inc. dated 05/02/2023. Variance The developer shall maintain the display message in a workmanlike manner. The display message shall be substantially as shown in plans dated May 2, 2023. ATTACHMENTS 1. Findings of Fact and Recommendation 64238 West Village Station, LLC – Café Zupas Planning Case 2023-08 June 6, 2023 Page 24 of 24 2. Development Review Application 3. Plans 4. Traffic Impact Analysis 5. Correspondance 6. Public Hearing Notice and Mailing List 65239 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Café Zupas and West Village Station, LLC for Subdivision, Site Plan Review with Conditional Use Permit and Variances. On June 6, 2023, the Chanhassen Planning Commission met at its regularly schedule meeting to consider the application of Café Zupas and West Village Station, LLC for subdivision approval for two lots, site plan review for a 3,500 square restaurant with a conditional use permit for a drive- through and a variance for an additional display message for Café Zupas for the property located at 800 West 78th Street. The Planning Commission conducted a public hearing on the proposed site plan was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Central Business District, CBD. 2. The property is guided by the Land Use Plan for Commercial use. 3. The legal description of the property is: Lot 4, Block 1, West Village Heights Second Addition 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance including the Central Business District regulations; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; 66240 2 d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1)Lack of adequate stormwater drainage, which are available and being installed with the development. 2)Lack of adequate roads. Access is to an existing, collector public street 3)Lack of adequate sanitary sewer systems, which is available to the development. 4)Lack of adequate off-site public improvements or support systems. 5.Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Conditional Use Permit. 67241 3 The planning commission shall recommend a conditional use permit and the council shall issue such conditional use permits only if it finds that such use at the proposed location: a) The drive-through will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city and will comply with all requirements for drive-throughs. b) The drive-through will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c) The drive-through will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d) The drive-through will not be hazardous or disturbing to existing or planned neighboring uses. e) The drive-through will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f) The drive-through will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g) The drive-through will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents or trash. h) The drive-through will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares, based on the stacking analysis and traffic study. i) The drive-through will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j) The drive-through will be aesthetically compatible with the area. k) The drive-through will not depreciate surrounding property values. l) The drive-through will meet standards prescribed for certain uses as provided in section 20- 292 of the Chanhassen City Code. 7. Variance a. Strict compliance with the requirements of this article would cause a hardship. The development is trying to introduce a display message for the community which is precluded by City Ordinance. b. The variance does not adversely affect the spirit or intent of this sign ordinance. 68242 4 The planning report #2023-08 dated June 6, 2023, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the subdivision, site plan review with variance, and the conditional use permit for the drive-through subject to the conditions of the planning report. ADOPTED by the Chanhassen Planning Commission this _____ day of _____________, 2023. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman 69243 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division -7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227 -11 00 / Fax: (952) 227 -11 1 0 *crYorcHAt{HAr$rr{ APPLICATION FOR DEVELOPMENT REVIEW submitrar s*. MaY 5, 2023 pc Date: June 6, 2023 aa o.,". June 26, 2023 6o_Day Revi€w Date:July 4,2023 Section 1 cation Type {check all that apply) (Refer lo the apprcpriate Application Checklist for rcquired submittal intomation that mud ac]cf,/mpany this application) E Comprehensive Plan Amendment................,,....... $600 ffi Conditional Use Permit (CUP) [3 Subdivision (sUB) E Create 3 lots or lessI Create over 3 lots...,...'.....'........$1000 + $1( lots) $500 tr m Single-Family Residence E tnterim Use Permit (lUP) I ln conjunction with Single-Family Residence.. $325f] Alt otners ............. $500 AllOthers......, Wetland Alteration Permit - $50 Variance - $50 Metes & Bounds (2 lots) ..:...,ir.:.$300 Consolidate 1ots................ .....................,...; i:;.;$t SO Administrative Subd, (Line Adjustment) ....,.,... $1 50 $325 $500 nTnE E Sign Plan Review.. E Site Plan Review (SPR) I noministrative,............. Eil Commercial/lndustrial Districts' ...,... Plus $'10 per 1,000 square feet of building area:( thousand square feet) 'lnclude number of ex,irnd employees: _ 'lnclude number of 4.ry employees: - I Rezoning (REZ) I Planned Unit Development (PUD) I Minor Amendment to existing PUD.......,........[ rutOtfrers E] Escrow for Recording Documents t El ConditionalUse Permit - $50 Final Plat + 915 per lot ..........,. $700" "(lncludes $450 escrow for attorney costs) 'Additionalesclow may be required for olher applications through the development contract. E Vacation of Easements/Right-of-way (VAC)......,. $3OO (Additional rocordlng bes may apply) Sl SO E Variance (VAR)$2oo E WettanO Alteration Permit (WAP) I Single-Family Residehce........................... j.;. fl ntottrers , ..,fl Appeal of Administrative Decision....................,: i. fl Zoning Ordinance Amendment (ZOA) .....,..,........ E:Ifi Site Plan Vacation - $85 $750 $1 00 $500 $100 $500 ..;'. :' $i90 r $27s :. .i: "lr i $200 $50q n Residential Districts $500 Plus $5 per dwelling unit ( units) W[E: When mulaiple appllcaliorrs are processed concunently, the approprlate lee shatl be charged for each application. EJ ttotitication Sign lcity to insrarl and remove)$200 E Property Owners' List within 500' (city to senerate afler pre-application meeting) L?:L ;;;;;;;"r) . ..... $3 per addrisi tr IE nrn lnterim Use Permit $50 Easements ( easements) $85 Metes & Bounds Sub (2 deeds) $2 SO flDeeds-$100 TOTAL FEE: rl :r Section 2: Required lnformation Description of Proposal: Property Address or Location:800 78th Street Parcel #;258790040 Total Acreage:12.99 Present Zoning:CBD Present Land Use Designation:Commercial Legal Description Lot 4 Block 1 West Village Heights Second Addition Wetlands Present? f]Yes E tto Requested Zoning:CBD Requested Land Use Designation Commercial Existing Use of Propefi:Shopping Center I Check box if separate narrative is attached. 70244 Section 3: Property Owner and Applicant lnformation AppLtCANT OTHER THAN PROPERTY OWNER: ln signing this application, l, as applicant, represent to have obtained authorization ftom the property owner to file this application. iagree to be bound by conditions of approval, subject only;lo the right to object at the hearings on the application or during the appeal period. lf this application has not been signed. by' in" prop"rtv owner, I have attaihed separaie documentation of full legal capacity to file the application. This applicatiol't ,' "r,ol.,ro'0" frocessed in my name and iam the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deaalines for submission of material and the progress of this application. I rurirrer understand that a;ditional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certifi that the information and exhibits submitted are true and correct. Name Cafe Zupas Contact:Brandon Pfunder Address;460 W Universal Circle Phone: City/State/ZiP:Sandy, UT 84070 Cell: Fax: 801-815-9643 Email: Signature:Date: L. PROPERry OWNER: IN this application, l, as property owner, have tull legal capacity I understand that conditions of approval are binding and '.+ r l.rr to, and hereby do, . ; .. ^' ' agree to be bound bilhcile, kiep myself intormed ot'l'authorize the filing of this application. the appeal periods. lwillconditions, subject only to the right to obj ect at the hearings or during the deadlines for submission of material and the progress of this aPPlication.I further understand that additional fe€s 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 informatio n and exhibits submitted are true and correct. Name:Joe Schlosser, West Village Station LLC Contact:Quinn Gadow 513-338-2735Address:Phone Cincinnati, OH 45249 Cell:513-802-4967City/State/Zip Email: I son com Fax; Date:5t112023 Signature: PROJECT ENGINEER (if aPPlicable) Westwood Contact:Elliot Christensen Name: Address:12701 Whitewater Drive #300 Phone:952-697-5726 Minnetonka, MN 55343 Cell 612-346-6136City/State/Zip: Email:el I iot.christensen@westwood ps.com Fax: Who should receive copies of staff reports?*Othe r Contact lnform ation : III Property Owner E Applicantp Engineer Eil otner .com Name:Edgar Cepu ritis - Cafe Zupas 460 W Universal Circl€ City/State/Zip:Sandy, UT 84070 Email INSTRUCTIONS TO APPLICANT: Complete all.necessary form fields, then select SAVE rORM to 11Y? a copy to.your device. pnlN't t:cFfrt anTffito city along with required documents and payment. suBMrr FciRM to send a disitat ' copy to the city for Processing information and plans required by applicable appropriate Application Checklist and confer applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submiftal' A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application' :,t,rlili: alntedrindbemustoraccompaniedbyletedfullnbeandclearlyptypewrittencompInrsapplicationtoreferthethlsBeforeapication,,plOrdinancefilingprovisions.City andinancetheordentrtmdeterminetowiththespecificPlanningDepa Section 4: Notification lnformation ! 11501 Norlhlake Drive i . r:t:l 1?: r:, r:i 71245 ONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT 3,050 SF FFE = 973.00 EXITONLYXXXX XXX9' 18' 12' 12' 26' 12' 9' 18' 60° 72.27' 9' CHANHASSENCHANHASSEN SITE KICKOFF | MAY 2,2023 72246 CHANHASSEN, MN W 78th St and Kerber Drive Chanhassen, MN 55317 ONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT 3,050 SF FFE = 973.00 EXITONLYXXXX XXX9' 18' 12' 12' 26' 12' 9' 18' 60° 72.27' 9' SITE KICKOFF | MAY 2,2023 Café Zupas Brandon Pfunder Edgar Cepuritis Travis Larsen 460 West Universal Cir Sandy, Utah 84070 (801) 878-4536 Phillips Edison c/o Andy Schneider aschneider@phillipsedison.com 513-746-2605 Quinn Gadow-Dev Dir 513-338-2735 Babcock Design David Plastow 52 Exchange Place Salt Lake City, Utah 84111 (801) 531-1144 Westwood Professional Services, Inc. Joseph Schramm 12701 Whitewater Drive, Ste 300 Minnetonka, MN 55343 (9/52) 937-5150 PHILLIPS EDISON & COMPANY 73247 460 West Universal Circle Sandy, Utah 84070 801-878-4536 www.cafezupas.com Café Zupas – CUP (Conditional Use Permit) Statement of Compliance – Chanhassen, MN Café Zupas is looking to build a new, free-standing drive-thru restaurant on the pad of the West Village shopping center. The fast casual restaurant use is complimentary to the shopping center and compatible with the retail and restaurant uses in the area and the zoning district. The addition of the Café Zupas restaurant will not create any hazard or nuisance to the neighboring uses. Given the location in an existing shopping center, the site can supply the necessary services, including fire, police, trash and required utilities, and will not stress the system. Also, the new building will not be detrimental to the economic welfare of the community, providing a new, fresh, house-made food alternative. The use and design are in accordance with the city’s comprehensive plan and design standards and will be complimentary to the existing shopping center while also keeping with Café Zupas brand identity. Again, given the location in the existing West Village Shopping Center the new restaurant will not create additional traffic congestion in the area, rather it will allow the city to work with the owners to improve the flow into the existing center. This new Café Zupas restaurant will operate similarly to all the Café Zupas Drive Thru restau- rants and will not create conditions that are detrimental to the area is it relates to odors, trash, traffic, and we expect it will only have a positive impact to the community and the surrounding property values. The parking study dated Dec. 2022 shows that overall parking in the West Village Shopping Center is underutilized (see table 9, pg. 42) and the addition of a new build- ing with drive-thru would keep the parking demand below capacity. In addition to the Conditional Use approval Café Zupas is requesting consideration for a vari- ance as it relates to a design element for our building. We have designed a building that has variations in depth and height to make for a more interesting and attractive design. The east elevation proposes a small tower element that has a faux living wall and a painted element that says, “Nourish the Good Life”, a reference to our fresh, healthy, and house made offerings. This wall would otherwise be a large blank surface and with the design element presents a more complete presentation. While this painted element is not signage, per the Chanhassen code it will be considered a sign and therefore be more than what we would be permitted. It is for this painted element that we are requesting the variance. We do feel that this request will make for a more attractive design and will be in harmony with the area and the West Village Shopping Center. 74248 SSSRIM=963.9INV(SE)=959.92RIM=963.60INV(NW)=958.51INV(S)=958.05INV(NE)=958.51RIM=963.20INV(N)=957.65INV(S)=957.65RIM=963.07RIM=962.66RIM=962.12INV(N)=958.37INV(W)=958.23INV(ESE)=958.49RIM=954.15INV(N)=949.09INV(S)=949.01INV(E)=949.15RIM=954.44INV(W)=950.49RIM=952.42FULL OF ICERIM=964.85INV(E)=961.44INV(W)=961.35RIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.07RIM=971.91INV(N)=967.58INV(SW)=967.61RIM=973.57INV(N)=968.72INV(S)=968.67INV(E)=968.89RIM=973.30INV(E)=970.10INV(W)=970.10RIM=973.59INV(W)=970.29RIM=971.96INV(W)=969.26RIM=971.86INV(W)=968.66INV(E)=968.56RIM=972.48RIM=972.84INV(SE)=968.69RIM=978.51INV(E)=975.30RIM=978.86INV(SE)=974.21INV(W)=974.18RIM=981.46INV(W)=976.20INV(S)=976.19STOSTOSTORIM=979.99INV(NW)=960.74INV(N)=960.74INV(S)=960.7418" RCP24"RCPSTRUCTURENOT FOUNDSCALED PER PLANS24" RCP18" RCP18" RCP24" RCP18" RCP12" RCP12 " R C P 12" RCP12" RCP12" RCP12" RCP18" RCP 12" RCPSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOST O STOSTO SANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN SAN SAN SANTT TTTTTGETPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUG PUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUG PUG PUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUG PUGPUGFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GASGASFOFO FO FO FOFO971974967964960954957959 964 966968971968 979973977979978974 981981971973972968968967966964962959972971976974972 978979977WATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSCALED PER PLANSCALED PER PLANHYDRANTPLACEDPER PLANPER PLANPER PLANPER PLANGATE VALVE PLACEDPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANPER PLANSCALED PER PLANSCALED PER PLANSCALED PER PLAN SCALED PER PLAN970970975975980980980960960 18" RCP12" RCP12" RCP RIM=981.24INV(W)=965.59INV(SE)=965.69SCALED PER PLANS24" RCP 24" RCPRIM=970.83INV(S)=966.31INV(E)=966.6318" RCP12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44EXISTING BUILDING841 SQ. FEETEXISTING BUILDINGEXISTING BUILDINGSANSANSAN12" RCPTRASHENCLOSUREW. 78TH STREETKERBER DRIVE S87°55'11"E 339.92N45°35'43"E 182.91 S88°48'17"E 445.00S00°16'25"W 685.08N88°48'17"W 309.88N87°55'11"W 401.23L=210.28CH=206.74CHB=S 69°39'54" ER=330.00Δ=36°30'34"116.15N64°16'53"WS02°05'07"W 346.71S43°35'07"W 122.88 1010 101010 10 101030 30 30 1010 DRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITYEASEMENT PER PLAT OFWEST VILLAGE HEIGHTS2ND ADDITIONVACATED W.78TH STREET10010090 90 977976977ONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLY S01°29'05"W 205.04 161.93S87°56'00"ES02°05'16"W 205.07159.77191.3050.16PROPOSEDLOT 1B L O C K 1PROPOSED LOT 2SHEET NUMBER:DATE: 05/01/2023OFXX/XX/2022BJYNAS11PRELIMINARY PLAT -WEST VILLAGE HEIGHTS4TH ADDITIONPREPARED FOR:DRAWN:CHECKED:DESIGNED:REVISIONS:Phone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  FIELD WORK DATE:02/04/22DDGFIELD CREW:N:\0042319.00\DWG\SURVEY\0042319V-PPLAT.DWG Chanhassen, MNLOT 4, BLOCK 1,WEST VILLAGE HEIGHTS2ND ADDITIONCAFE ZUPAS© 2023 Westwood Professional Services, Inc.PROJECT NUMBER: 00423190'60'120'180'1" = 60'Lot 4, Block 1, WEST VILLAGE HEIGHTS 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota; and that partof vacated West 78th Street described as follows: Commencing at the northwest corner of said Lot 4; thence South 2 degrees 18 minutes 17seconds West, assumed bearing along the westerly line of said Lot 4, a distance of 346.71 feet to an angle point on the westerly line of saidLot 4; thence South 43 degrees 48 minutes 17 seconds West, continuing along the westerly line of said Lot 4, a distance of 88.44 feet to themost westerly corner of said Lot 4, the point of beginning of the tract to be described; thence South 43 degrees 48 minutes 17 secondsWest, along the southwesterly extension of the westerly line of said Lot 4, a distance of 34.36 feet to the northerly right of way line of West78th Street as described in the office of the County Recorder as Doc. No. 149663; thence South 64 degrees 03 minutes 25 seconds East.along said northerly right of way line, a distance of 116.06 feet to the southerly line of said Lot 4; thence northwesterly, along thesoutherly line of said Lot 4 to the point of beginning.(Abstract Property)(NOT TO SCALE)VICINITY MAPSITEPROPOSED LOT 1, BLOCK 1 = 542,995 Square Feet /12.46 AcresCafe ZupasAddress: 460 University Circle Sandy, Utah 84070Phone: (312) 208-2887Westwood Professional Services12701 Whitewater Drive, Suite 300,Minnetonka, Minnesota 55343Phone: 952-937-5150AREA TABULATIONSUBDIVIDERSURVEYOR/ENGINEERLEGAL DESCRIPTIONPROPOSED LOT 2, BLOCK 1 = 32,982 Square Feet / 0.76 AcresTOTAL PROPERTY = 575,977 Square Feet / 13.22 Acres1.This preliminary plat was prepared without the benefit of a boundary survey. All information is based upon a review of documents ofpublic record, information provided by the client and data collected by Westwood Professional Services on February 4, 2022.2.The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes noguarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyorfurther does not warrant that that the underground utilities shown are in the exact location indicated although the surveyor doescertify that they are located as accurately as possible from information available. The surveyor has not physically located theunderground utilities. (Gopher State One Call ticket number: 223261186)3.Bearings of property lines shown hereon are based on the Carver County coordinate system, (NAD 83 - 96 Control Adjustment).4.Lengths of lines and distances between features are measured in US Survey Feet.5.Existing improvements shown are per the field survey Westwood Professional Services completed on February 4, 2022.GENERAL NOTESSANITARY MANHOLECATCH BASINELECTRIC BOXSIGNHANDICAPPED STALLNATURAL GAS METERLIGHT POLEPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTTELEPHONE BOXGASPUGSANSTOWATFOSETGCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACELEGEND75249 S87°55'11"E 339.92N45°35'43"E 182 . 9 1 S88°48'17"E 445.00S00°16'25"W 685.08N88°48'17"W 309.88N87°55'11"W 401.23L=210.28CH=206.74CHB=S 69°39'54" ER=330.00Δ=36°30'34"116.15N64°16'53"WS01°29'05"W 205.04 S87°56'00"E 161.93S02°05'16"W 205.07159.77191.30S02°05'07"W 346.71S43°35'07"W 122.88 1010 101010 10 101030 30 30 1010 DRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITY EASEMENT PER PLATOF WEST VILLAGE HEIGHTS 2ND ADDITIONDRAINAGE & UTILITYEASEMENT PER PLAT OFWEST VILLAGE HEIGHTS2ND ADDITIONNW CORNER OF LOT 4,BLOCK 1, WEST VILLAGEHEIGHTS 2ND ADDITION50.16VACATED W. 78TH STREET100100(S02°29'53"W 685.10) 90 90 LOT 1B L O C K 1LOT 2(S02°18'17"W)ANGLE POINT IN THEW. LINE OF LOT 4(88.44)(S43°48'17"W 122.80)MOST W'LY CORNER OF LOT 4S43°35'07"W 88.4534.43(34.36)W'LY LINE OF LOT 4 &ITS SW'LY EXTENSIONN'LY RIGHT OF WAYLINE OF W. 78TH STREETPER DOC. NO. 149663(116.06S64°03'25"E)S'LY LINEOF LOT 4(S88°34'49"E)(N45°49'11"E)(S87°41'43"E)(N88°34'49"W)(N87°41'43"W)PK NAILPK NAILE. LINE OF LOT 4, BLOCK 1, WEST VILLAGE HEIGHTS 2ND ADDITION SHEET 1 OF 1 SHEETPLAT FILE NO.C.R. DOC. NO.KNOW ALL PERSONS BY THESE PRESENTS: That , owner of the following described property situated in the County of Carver, State ofMinnesota, to wit:Lot 4, Block 1, WEST VILLAGE HEIGHTS 2ND ADDITION, according to the recorded plat thereof, Carver County, Minnesota; and that part of vacated West 78thStreet described as follows: Commencing at the northwest corner of said Lot 4; thence South 2 degrees 18 minutes 17 seconds West, assumed bearing along thewesterly line of said Lot 4, a distance of 346.71 feet to an angle point on the westerly line of said Lot 4; thence South 43 degrees 48 minutes 17 seconds West,continuing along the westerly line of said Lot 4, a distance of 88.44 feet to the most westerly corner of said Lot 4, the point of beginning of the tract to bedescribed; thence South 43 degrees 48 minutes 17 seconds West, along the southwesterly extension of the westerly line of said Lot 4, a distance of 34.36 feet tothe northerly right of way line of West 78th Street as described in the office of the County Recorder as Doc. No. 149663; thence South 64 degrees 03 minutes 25seconds East. along said northerly right of way line, a distance of 116.06 feet to the southerly line of said Lot 4; thence northwesterly, along the southerly line ofsaid Lot 4 to the point of beginning.(Abstract Property)Has caused the same to be surveyed and platted as WEST VILLAGE HEIGHTS 4TH ADDITION and does hereby donate and dedicate the easements as shown onthis plat for drainage and utility purposes only.In witness whereof said , has caused these presents to be signed by its proper members this day of , 20 .OWNERBy: Its: STATE OF MINNESOTACOUNTY OF The foregoing instrument was acknowledged before me this day of , 20 ,by , its , , on behalf of the company. (Signature)(Name Printed)Notary Public, County, MinnesotaMy Commission Expires I, Christopher N. Ambourn, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in theState of 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 in MinnesotaStatutes, 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 and labeled on this plat.Dated this day of , 20 .Christopher N. Ambourn, Licensed Land SurveyorMinnesota License No. 43055STATE OF MINNESOTACOUNTY OF This instrument was acknowledged before me on by Christopher N. Ambourn. (Signature)(Name Printed)Notary Public, County, MinnesotaMy Commission Expires CITY COUNCIL, CITY OF CHANHASSEN, MINNESOTAThis plat of WEST VILLAGE HEIGHTS 4TH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meetingthereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section505.03, Subd. 2.City Council, City of Chanhassen, MinnesotaBy: By: Mayor ClerkCOUNTY SURVEYOR, Carver County, MinnesotaPursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 20.By: Brian E. Praske, County SurveyorCOUNTY AUDITOR, Carver County, MinnesotaI hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this day of , 20 .By: Crystal Campos, County AuditorCOUNTY RECORDER, Carver County, MinnesotaI hereby certify that this plat of WEST VILLAGE HEIGHTS 4TH ADDITION was filed this day of , 20,at o'clock .M., as Document No. .By: Kathy Smith, County RecorderThe orientation of this bearing system is based on the east line of Lot 4, Block 1,WEST VILLAGE HEIGHTS 2ND ADDITION, has a plat bearing of S00°16'25"W.0'601201801" = 60'SCALE IN FEETSEC. 11 & 12, TWP. 116, RGE. 2311NW 1/4NE 1/4SW 1/4SE 1/412NW 1/4NE 1/4SW 1/4SE 1/4NOT TO SCALEVICINITY MAPW. 78TH ST.KERBER DR.SITEDENOTES RECORD DISTANCE PER LEGAL DESCRIPTION OR PLAT(XXX.XX)FOUND MONUMENT (SEE LABEL)Denotes set 1/2 inch x 14 inch iron rebar marked with plastic capinscribed LS 43055, which has been set or will be set in accordancewith MS 505.021, Subd. 10. unless otherwise noted on survey.76250 N:\0042319.00\DWG\CIVIL\0042319CV01.DWG CAFE ZUPAS © 2023 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY SITEDEVELOPMENT PLANSCAFE ZUPASCHANHASSEN, MNPREPARED FOR:CAFE ZUPAS460 UNIVERSAL CIRCLESANDY, UT 84070CONTACT: CHASE BAWDENPHONE: 801-835-0999EMAIL: CBAWDEN@CAFEZUPAS.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORPREPARED BY:PROJECT NUMBER: 0042319.00CONTACT: JOSEPH SCHRAMMPhone   :hLWeZaWer 'rLYe 6XLWe Fax  0LnneWonNa 01 Toll Free  PRELIMINARY SITEDEVELOPMENT PLANSCAFE ZUPASCHANHASSEN, MNFORINITIAL SUBMITTAL DATE: 05/02/2023SHEET: C0.1PROJECT NUMBER: 0042319.00SITESheet List TableSheet NumberSheet TitleC0.1COVERC1.0EXISTING CONDITIONS & REMOVALS PLANC2.0SITE PLANC3.0GRADING PLANC4.0EROSION CONTROL PLANC5.0SANITARY SEWER & WATERMAIN PLANC5.1STORM SEWER PLANC6.0DETAILSC6.1DETAILSL1.0LANDSCAPE PLAN77251 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCPSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTSTOSTOSTOTPFTPF TPFTPFTPFTPFTPFTPF PROTECT TREE DURING CONSTRUCTION (TYP.)X\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\**XX\\\\\\\\\\\\\\\SAWCUT LINE (TYP.)SAWCUT LINE (TYP.)REMOVESTORMLINEREMOVE CURB (TYP.)REMOVE ASPHALT PAVEMENTREMOVE LIGHT POLE ANDUNDERGROUND ELECTRICLINESAWCUT & REMOVE ASPHALTPAVEMENT FOR SANITARYCONNECTIONREMOVE LIGHT POLEREMOVE TREEREPLACE INLETCASTINGS WITH R-1642\\\\\REMOVE CATCH BASINAND BULKHEAD 12"STORM LINESHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319EX01.DWG 05/02/2023CAFE ZUPASC1.0CHANHASSEN, MN CAFE ZUPAS EXISTING CONDITIONS & REMOVALS PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00SOIL BORINGPIEZOMETERGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLEELECTRIC TOWERSEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNHANDICAPPED STALLMONITORING WELLCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXPERC TESTSTEEL/WOOD POSTCONIFEROUS TREEDECIDUOUS TREEGATE VALVEWATER MANHOLECURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLELEGENDCULVERTNATURAL GAS VALVEFIRE DEPT. CONNECTIONFOUND MONUMENT (SEE LABEL)FLAG POLESCOSTWCSWEEETTTVGGMAILPMWHHSET MONUMENT (SEE LABEL)NATURAL GAS MANHOLENATURAL GAS RISER/SERVICEFIBER OPTIC PEDESTALCABLE TV MANHOLEFIBER OPTIC MANHOLENATURAL GAS VENT PIPECATCH BASIN MANHOLEDOWNSPOUTPOWER POLE WITH LIGHTDSGFOFOTVPROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19XEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXTPFTREE PROTECTION FENCE78252 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=972.54INV(NW)=967.44INV(SE)=967.44STONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX 26'9'18'12'12'7.26'26'14.67'14.21'34.35'33.99'12'20'12'8'9'18'60°72.27'R25'R25'R10'R8'R15'R50'R5'R5'R5'R10'R5'R10'R10'R15'55461818181811116889106111313159'191919242DAAAAAAAABBBBBDDDDCS.4S.5S.3S.2S.2S.120'29.44'24'10'EE40FB4' (TYP.)6'8' (TYP.)GGHR12'R15'SHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319SP01.DWG 05/02/2023CAFE ZUPASC2.0CHANHASSEN, MN CAFE ZUPASSITE PLAN 05/02/2023 . . . 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.001 B612 CURB AND GUTTER2DFLUSH CURB AND GUTTER6CONCRETE CROSS GUTTER8PRIVATE CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP10PRIVATE PARALLEL PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING18BOLLARD19PAVEMENT SECTIONS24CONCRETE CURB AT SIDEWALK40MODULAR BLOCK RETAINING WALL1·ZONING:CBD, CENTRAL BUSINESS DISTRICT·PARCEL DESCRIPTION:LOT 2, BLOCK 1 WEST VILLAGE 4TH ADDITION·PROPOSED LOT AREA:32,982 SF (0.76 AC)·TOTAL SITE AREA:13.22 AC·EXISTING SITE IMPERVIOUS:9.34 AC·POST CONSTRUCTION SITE IMPERVIOUS:9.27 AC·DECREASE IN SITE IMPERVIOUS:0.07 AC (2.62%)·STORMWATER EXEMPT IMPERVIOUS AREA0.00 AC·DISTURBED IMPERVIOUS AREA0.58 AC (6.21% OF EX. IMPERVIOUS)·NEW/RECONSTRUCTED IMPERVIOUS0.56 AC·TOTAL DISTURBED AREA0.73 AC·BUILDING GROSS SIZE:3,050 SF·BUILDING SETBACK PER CODE:0' FRONT/SIDE/REAR·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 26' AISLE·PARKING RATIO REQUIREMENTCITY OF CHANHASSENFAST FOOD:1 SPACE / 80 SF OF GFATOTAL SPACES REQUIRED (3,050/80):38 SPACES·PARKING PROVIDED:20 SPACES*ADDITIONAL 18 SPACES TO BE SHARED WITHSHOPPING CENTER PER PARKING AGREEMENT·DRIVE THRU STACKING PROVIDED:10 VEHICLESSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 02/04/2022.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TAMATCH EXISTING CURBBMATCH EXISTING CONCRETE PAVEMENT WITH SAWCUTCSTOP BARDPROPOSED LOT LINEEORDER LOCATIONFEXISTING LANDSCAPING & MONUMENT SIGNGSCREEN WALL (SEE ARCH. FOR DETAIL)HTRASH ENCLOSURE (SEE ARCH. FOR DETAIL)SITE KEYNOTESAS.1S.10S.2REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONS.3S.4HANDICAP ACCESSIBLEDO NOT ENTERPEDESTRIAN CROSSING12" X 18"30" X 30"30" X 30"R7-8MR5-1W11-2SIGN LEGENDS.5DRIVE-THRU PARKINGSEE ARCH.N/A79253 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44ST965970975964966967968969971972973974976977978 979970975969971972973974976977975971972973974976977970975969971972973974965970970970966967968969971971971972ONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX 71.1371.6572.1371.6171.9371.56LP71.33E.O.F.71.5771.89E.O.F.72.2672.5071.8072.02HP72.2171.75LP71.8672.0672.5072.5072.4472.38B 72.90F 72.40B 72.90F 72.40B 72.40F 72.40B 72.40F 72.40B 72.90F 72.40B 72.50F 72.50B 72.16F 72.1671.25LP69.6371.8071.9070.7770.6869.3069.3969.1269.2769.8471.2471.1971.7372.9773.5473.9174.30LP72.4972.0672.0872.1771.8672.5773.1972.73B 72.17F 71.67B 69.73F 69.23B 68.11F 67.61B 66.08F 65.5872.07970967968969 971 972970968969971972970971970969971972 975972973974976977971972972972 E.O.F.70.13TW: 72.59TW: 72.35BW: 71.35BW: 70.66BW: 69.52BW: 69.67TW: 72.39TW: 72.45TW: 72.52BW: 71.59SHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319GD01.DWG 05/02/2023CAFE ZUPASC3.0CHANHASSEN, MN CAFE ZUPASGRADING PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.80254 965970975964966967968969971972973974976977978 979970975969971972973974976977975971972973974976977970975969971972973974965970970970966967968969971971971972GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=972.54INV(NW)=967.44INV(SE)=967.44STPROPOSED RESTAURANT3,050 SFFFE = 973.00XXXXXXX SFSFSFSFSFSFSFSFSFSFSFSFSF S F S F TPFTPF TPFTPFTPFTPFTPFTPF970967968969971972970967968969971971972972972972 975971972973974976977ROCKCONSTRUCTIONENTRANCESILT FENCE(TYP.)INLETPROTECTION(TYP.)EROSIONCONTROLBLANKETTREEPROTECTIONFENCE (TYP.)STAGINGAREASHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319EC01.DWG 05/02/2023CAFE ZUPASC4.0CHANHASSEN, MN CAFE ZUPAS EROSION CONTROL PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00PROPERTY LINESILT FENCEROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURSFCURB AND GUTTEREROSION CONTROL LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVERHAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVEDAND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL.TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THEGRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES,EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING ANDCONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THECONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENTEROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS ASDEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ONNEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVEDAFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THEOWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BEREMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEEDAND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OFCOMPLETION OF CONSTRUCTION.6.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDSPER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111(SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BERESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPERDRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.13.STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOILCOMPACTION BY HEAVY EQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATIONFACILITIES ARE IN PLACE DURING CONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYEDTO PREVENT SEDIMENT AND OTHER MATERIAL FROM ENTERING THE PRACTICE(S). INFILTRATIONFACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET FINAL GRADE UNTIL THE CONTRIBUTINGDRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANY ACCUMULATED SEDIMENT INAN INFILTRATION FACILITY MUST BE REMOVED IN MANNER THAT PREVENTS COMPACTION OF THEFACILITY BOTTOM.  TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILS BELOW ANINFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TOINSTALLATION OR PLANTING.14.CONSTRUCTION SHOULD INCLUDE MINIMIZATION OF THE DISTURBANCE INTENSITY AND DURATION,INCLUDING PHASING OF DISTURBANCE TO MINIMIZE QUANTITY OF DISTURBED AREA AT ANY ONETIME.GENERAL EROSION CONTROL NOTESSTOWATSANSB-19SB-19982980982980TREE PROTECTION FENCETPF81255 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCPSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX MH-6RE=972.83IE=967.41 (SW)IE=967.41 (N)SANITARY SEWER STUB-5IE=967.89 (N)VERIFY WITH MEPCONNECT TO EX. SAN SWRW/ 8" X 8" WYEIE=966.7027 LF-8" PVC @0.52%136 LF-8" PVC @ 0.52%2" WATERMAIN STUBCONNECT TO EX. 6"DIP WITH 2" WET TAP44 LF - 2" TYPE K COPPER33 LF-8" PVC @ 0.52%CONNECT TO GREASE INTERCEPTORGRND ELEV=972.19IE=967.75 (S)CONNECT TO GREASE INTERCEPTORGRND ELEV=972.40IE=967.58 (NE)1600 GAL. GREASEINTERCEPTORSEE PLUMBING PLANSSHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319UT01.DWG 05/02/2023CAFE ZUPASC5.0CHANHASSEN, MN CAFE ZUPAS SANITARY SEWER & WATERMAIN PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.001.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATIONAND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5'MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8'OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC)SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPEWITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTMD2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTSMUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE ANDCEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBINGCODE, PART 712.0.14.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA PLUMBING CODE, PART 604.9.15.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGEGATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.17.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ONPLAN REFLECT THE SUMPED ELEVATIONS.GENERAL WATERMAIN & SANITARY SEWER NOTESSANITARY SEWER AND WATERMAIN LEGENDEXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINEASEMENT LINEPROPERTY LINEHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONSANITARY SEWER FORCE MAINCURB AND GUTTERSANSTOWATWATGASGASPUGPUGTUGTOHPOHPOHTOHTOHFOFOCTVCTVFMFMSDT82256 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.0712" RCPSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44STONLINEPICKUPONLYORDERDRIVETHRUPROPOSED RESTAURANT3,050 SFFFE = 973.00EXITONLYXXXXX XX CB-101RE=972.52IE=968.52 (W)STMH-100RE=972.28IE=968.48 (E)SUMP=965.48STMH-500RE=971.53IE=965.00 (W)STMH-200RE=972.03IE=965.00 (W)SUMP=962.00CBMH-204RE=971.86IE=968.36 (N)CBMH-201RE=971.33IE=967.96 (SW)IE=968.00 (NW)IE=965.36 (E)STMH-300RE=970.86IE=965.52 (SE)SUMP=962.52CB-202RE=971.13IE=968.13 (SE)CB-301RE=969.63IE=965.63 (NW)43 LF-12" STM SWR @ 0.50%71 LF-18" STM SWR @ 0.50%8 LF-12" STMSWR @ 0.50%25 LF-12" STMSWR @ 0.50%21 LF-12" STMSWR @ 0.50%52 LF-12" STMSWR @ 2.08%36 LF-12" STM SWR @0.50%STMH-203RE=972.19IE=968.14 (S)IE=968.14 (NE)EX. STRUCTURERAISE RIM TO RE=968.59REPLACE CASTING WITH R-1642EX. STRUCTURERAISE RIM TO RE=969.11REPLACE CASTING WITH R-1642CONNECT TO EX. STRUCTUREIE = 963.93SHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319UT01.DWG 05/02/2023CAFE ZUPASC5.1CHANHASSEN, MN CAFE ZUPASSTORM SEWER PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.001.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS,MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.9.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76,WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.10.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA PLUMBING CODE, PART 604.9.11.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.12.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS INPAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS.GENERAL STORM SEWER NOTESSTORM SEWER LEGENDEXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINEASEMENT LINEPROPERTY LINEHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONSANITARY SEWER FORCE MAINCURB AND GUTTERSANSTOWATWATGASGASPUGPUGTUGTOHPOHPOHTOHTOHFOFOCTVCTVFMFMSDT83257 SHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319DT01.DWG 05/02/2023CAFE ZUPASC6.0CHANHASSEN, MN CAFE ZUPASDETAILS 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0042319.00CONCRETE VALLEY GUTTERSI52NOTE:1.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:04/21/17SLOPE3/4" PER FT3'7"#4 REBARSECTION A-ALAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"TIP OUT SLOPE 3/4" PER FT.CONCRETE CROSS GUTTERSI06NOTES:1.1/2" PREFORMED JOINT FILLER MATERIAL- AASHTO M2132.CONCRETE GUTTER SHALL BE PER MnDOT SPEC 2531LAST REVISED:08/15/17EXPANSION JOINT(TYP.)SLOPE3/4" per ft3'7"#4 REBARSECTION A-A3' MIN.GUTTER FLOW LINEAA12"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASENOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FT DRIVING LANE(WIDTH VARIES)ROADCLNOTE:1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVETRAFFIC ARROWLAST REVISED:08/15/17SI132.001.75 3.75 1.002.00R4.75HANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITYCODEHANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67.5°LAST REVISED:08/15/17BOLLARDSI18NOTES:1.4" DIAMETER STD. STL. PIPE CONCRETE FILLED @ DRIVE-THRU ONLY, 6" @ ALL OTHER LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER.2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM.3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER.4.SOLID UNDISTURBED SOIL.5.PROVIDE PITCH, SMOOTH CONCRETE FINISH.4'-0"3'-0" AT DRIVE UP4'-0"3"155TOP OFPAVEMENT234SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE3" MnDOT TYPE SPNWB330E BASE COURSE12" MnDOT SPEC. 3138 CLASS 56" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY6" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATBUILDING CONTRACTORSI24CONCRETE CURB AT SIDEWALKEDGE OFCURBEXPANSION JOINTNOTE:SEE STRUCTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.6"SITE CONTRACTORCONC SIDEWALKLAST REVISED:08/15/17BASE MATERIAL6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8"5'-4"MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4"MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA114LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5"PARALLEL RAMP SECTION A-ALAST REVISED:08/15/17PRIVATE PARALLEL PEDESTRIANCURB RAMPSI10AANOTES:1.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS.RAMP CROSS SLOPE 2% MAXIMUM.2.RAMP SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TOTRAVEL PATH.3.ANY VERTICAL LIP THAT OCCURS ATTHE FLOW LINE MAY NOT BE GREATERTHAN 1/4 INCH.ISOMETRIC PLANRAMP 8.33% SLOPEMAX. OR PER PLANINTEGRAL CURB WITH ROUNDEDEDGES TO HOLD ADJACENT GRADE,AS REQUIREDLANDING 2% MAX.CROSS SLOPE,BOTH DIRECTIONSPROVIDE A FLAT 4'x4' LANDING BEHINDTHE PEDESTRIAN RAMP, 2% MAX. CROSSSLOPEFRONT FACEOF CURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX.1/2" PREFORMEDJOINT FILLERMATERIAL (TYP.)CONCRETESURFACEINTEGRAL CURB TOHOLD ADJACENTGROUND, AS REQUIREDLANDINGCONCRETE WALKROUND ALL SLOPEDINTERSECTIONSINTEGRAL CURB TOHOLD ADJACENTGROUND, AS REQUIREDSIDEWALKWIDTH4' MIN. ORPER PLANRAMP6' TYP.7' MAX.LANDING4' MIN.RAMP6' TYP.7' MAX.6" WIDTH,DEPTH ASNEEDEDRAMP 8.33% SLOPEMAX. OR PER PLANELEVATION37' MAX.7' MAX.PROVIDE A FLAT 4'x4' LANDINGBEHIND THE PEDESTRIAN RAMP, 2%MAX. CROSS SLOPE3'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERLAST REVISED:08/15/17SI40MODULAR BLOCK RETAINING WALL8"NOTE:CONTRACTOR TO PROVIDE ENGINEERING ANDSHOP DRAWINGS IF WALL IS GREATER THAN 4FEET TALL. CONTRACTOR TO SUBMIT WALLBLOCK TYPE, SIZE, AND COLOR FOR APPROVAL.1" - 1 1/4"SWALE AT TOP OF WALLMAY BE REQUIRED, VERIFY8" MIN. LOW PERMEABLE SOILFILTER FABRICUNIT DRAINAGE FILL(3/4" CRUSHED ROCKOR STONE)APPROXIMATE LIMITSOF EXCAVATION4" PERFORATED PVC DRAINTILEWRAPPED IN FILTER FABRIC,DAYLIGHT OR TO STORM SYSTEM,AS REQUIREDUNREINFORCED CONCRETE ORCRUSHED STONE LEVELING PADFINISHED GRADECONCRETE MODULAR BLOCKANCHORING PINS (AS REQUIRED)CAP UNIT, ADHERED TO TOPCOURSE WITH ADHESIVEFOUNDATIONSOILRETAINED SOILDESIGN HEIGHT 84258 SHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319DT01.DWG 05/02/2023CAFE ZUPASC6.1CHANHASSEN, MN CAFE ZUPASDETAILS 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 56078 JOSEPH SCHRAMMNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com. . . . . . . . . . ### ## or ##PROJECT NUMBER: 0042319.0012" SIDE SPACING(TYP.)6" INTERIOR SPACING(MIN.)77"(TYP.)LAST REVISED:05/02/2023UNDERGROUND STORMWATER STORAGEWASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIALINLET PIPE IE = SEE PLANBOTTOM OF ROCK = 964.1712"MC-3500 CHAMBER PROFILEBOTTOM OFCHAMBER = 965.00N.T.S.10"ADS-GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILE ALL AROUNDCLEAN, CRUSHED, ANGULAR STONE*DETAIL IS SCHEMATIC FOR HYDRAULIC MODELING AND PERMITTING ONLY. SEE FINAL PLANS AND DETAILS BY STORMWATER VENDOR FOR CONSTRUCTION.*TOP OF ROCK = 969.75TOP OF CHAMBER = 968.75100 YEAR HWL = 969.7445" (MC-3500)2'-3"4'LAST REVISED:08/11/17SS01AAOUTLET PIPENOTES:1.THIS CONSTRUCTION IS NOT TO BE USED WITH PIPE LARGER THAN 36" DIAMETER.2.PIPE TO MANHOLE CONNECTION SHALL HAVE "A-LOK" CAST-IN-GASKET.MANHOLE CASTING & COVER, NEENAH NO. R-1642 STAMPED"SANITARY SEWER" OR EQUAL w/CONCEALED PICK HOLE.ADJUSTING RINGS (2 MIN., 6 MAX.). SET IN FULLMORTAR BED. PLASTER INSIDE AND OUTSIDE.ECCENTRIC CONESTEPS - MNDOT TYPE "N" OR TYPE "W"SPACED VERTICALLY AT 16" O.C.PREFORMED GASKET TYPE SEALSTANDARD 4'-0" I.D. MANHOLE SECTION.HEIGHT VARIES AS REQUIRED.PROVIDE MORTAR FILLETS TO FIT BOTTOMPORTIONS OF PIPE TO DIRECT FLOW TO OUTLET.SEE SECTION A-A.PRECAST CONCRETE BASE. ALTERNATE 8"CONCRETE BASE POURED IN PLACE, IFAPPROVED BY ENGINEER.SHAPE MORTAR FILLET TO PROVIDEA FLAT AREA EACH SIDE OF INVERTFOR STANDING ROOM. THESE MUSTBE SLOPED TO DRAIN INTO INVERT.INVERT7" 4'VARIES8"6'PROFILE VIEWSECTION A-AINVERTSANITARY MANHOLE PRECAST MANHOLEWITH ADJUSTABLE RINGSVARIES(SEE PLAN)LAST REVISED:08/10/17ST03STANDARD MANHOLEAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.MINIMUM OF TWO 2"ADJUSTING RINGSCONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGVARIES 24"SECTION A-APLAN36"LAST REVISED:08/10/17ST01AARECTANGULARCATCH BASINGUTTER LINETRANSITION SECTIONEXPANSIONJOINT & FILLERB612 CURBTRANSITION SECTIONGUTTER LINEEXPANSIONJOINT & FILLERB612 CURBCATCH BASIN STRUCTUREBITUMINOUS PAVINGDEPRESS CASTING 0.15' BELOW GUTTER LINECONCRETE CURB & GUTTER BEYONDBOULEVARDADJUST BOX HEIGHT TO MATCHTOP OF CONCRETE CURBSET CASTING IN MORTAR BEDUSE ADJUST RINGS AS NEEDEDC.B. STRUCTURE-PRECASTCONC. 24"x36" (INSIDE)GROUT INVERT IN THE FIELDSTORM SEWERAGGREGATE BASEBITUMINOUS PAVINGSEE DETAIL ST16 FORCASTING TYPEPRECAST BASE4'4'PLAN VIEWSECTION A-A85259 GASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATTPROPOSED RESTAURANT3,050 SFFFE = 973.00XXXXXXXABA ACBBADDDCCCCCCCREPAIR AND/OR REPLACE ANY EDGING, MULCH, AND PLANTMATERIAL DISTURBED OR DAMAGED DURING CONSTRUCTION. REPAIR/REPLACEWITH LIKE KIND, MATCH EXISTING.CCCCONIFEROUS TREESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.NWS1NORWAY SPRUCE / PICEA ABIES8` HT B&BAS SHOWNDECIDUOUS TREESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.FSM1FALL FIESTA® SUGAR MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CALAS SHOWNAGG2AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CALAS SHOWNIMH1IMPERIAL® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'2.5" CALAS SHOWNPRE1PRAIRIE EXPEDITION® AMERICAN ELM / ULMUS AMERICANA 'LEWIS & CLARK'2.5" CALAS SHOWNORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.ABS2AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'1.5" CAL.AS SHOWNTCH1THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS1.5" CAL.AS SHOWNSSC1SPRING SNOW CRABAPPLE / MALUS X 'SPRING SNOW'1.5" CAL.AS SHOWNIRW1IRONWOOD / OSTRYA VIRGINIANA1.5" CAL.AS SHOWNCONIFEROUS SHRUBSQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.BNS15BIRD'S NEST NORWAY SPRUCE / PICEA ABIES 'NIDIFORMIS'#5 CONT.4`-0" O.C.HMA6HOLMSTRUP ARBORVITAE / THUJA OCCIDENTALIS 'HOLMSTRUP'#5 CONT.5`-0" O.C.DECIDUOUS SHRUBQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.AFD8ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.DBH3DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA#5 CONT.3`-0" O.C.GCF9GOLD CLUSTER™ FORSYTHIA / FORSYTHIA X INTERMEDIA 'COURTANEUR'#5 CONT.4`-0" O.C.GRASSESQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.KFG9KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.24" O.C.PDS3PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS#5 CONT.24" O.C.ANNUALS/PERENNIALSQTYCOMMON / BOTANICAL NAMESIZESPACING O.C.BRA12BURGUNDY RED ASTILBE / ASTILBE X ARENDSII 'BURGUNDERROT'#1 CONT.18" O.C.BJD9BAJA DAYLILY / HEMEROCALLIS X 'BAJA'#1 CONT.24" O.C.AJS6AUTUMN JOY SEDUM / SEDUM X 'AUTUMN JOY'#1 CONT.18" O.C.SHEET NUMBER:DATE:Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0042319.00\DWG\CIVIL\0042319LP01.DWG 05/02/2023CAFE ZUPASL1.0CHANHASSEN, MN CAFE ZUPASLANDSCAPE PLAN 05/02/2023 JAS JAS AKW 05/02/2023 460 UNIVERSAL CIRCLE SANDY, UT 84070 CAFE ZUPAS 44018 JEFF R. WESTENDORFNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0042319.00ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PLANT SCHEDULELAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.ASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)DEXISTING TREE TO REMAINALANDSCAPE KEYNOTESLANDSCAPE LEGENDSHRUBSOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERCANOPY/ EVERGREEN TREE REQUIREMENTPROPOSED COMMERCIAL DEVELOPMENT ADJOINING EXISTING COMMERCIAL DEVELOPMENT REQUIRESA BUFFERYARD "A".BUFFERYARD "A" REQUIRED PLANT UNITS PER 100 FT:1 CANOPY TREE2 ORNAMENTAL TREES3 SHRUBSLINEAR FEET OF SITE PERIMETER REQUIRING A BUFFERYARD= 320 FTREQUIRED PLANT MATERIAL: CANOPY= 4 ORNAMENTAL= 8 SHRUBS= 12A MINIMUM 20' BUFFERYARD TO BE PROVIDED. BUFFERYARD "A" REQUIRED PLANT UNIT MULTIPLIERFOR A 20' BUFFERYARD= .6REQUIRED PLANT MATERIAL WITH MULTIPLIER: CANOPY= 3 ORNAMENTAL=5 SHRUBS= 8PARKING LOT LANDSCAPE- FOR EACH 100 SF, OR FRACTION THEREOF, OF VEHICULAR USE AREA, 8 SFOF LANDSCAPED AREA SHALL BE PROVIDED. A MINIMUM OF ONE TREE SHALL BE REQUIRED FOR EACH250 SF OR FRACTION THEREOF, OF REQUIRED LANDSCAPE AREA.VEHICULAR USE AREA= 16,270 SFREQUIRED LANDSCAPE AREA= 1302 SF (16270/100=162.7*8=1301.6)PARKING LOT TREE REQUIREMENT= 6 TREES (1301.6/250=5.21)*CANOPY TREES MAY BE SUBSTITUTED WITH ORNAMENTAL TREES: TREES HAVING AN AVERAGE MATURE SPREAD OF CROWN LESS THAN 15 FT MAY BE SUBSTITUTED BY GROUPING OF THE SAME SOAS TO CREATE THE EQUIVALENT OF A 15 FT CROWN SPREAD. *COMPLIMENT OF TREES- NO MORE THAN 10% OF THE TREES MAY BE FROM ANY ONE TREE SPECIES,NO MORE THAN 20% OF THE TREES MAY BE FROM ANY ONE GENUS, AND NO MORE THAN 30% OFTREES FROM ANY ONE FAMILY.*1 TREE PER 30 LF OF SITE PERIMETER ABUTTING A PUBLIC RIGHT OF WAY (160/30=5.33 6 TREES)TREES REQUIRED= 14 (3 BUFFERYARD CANOPY + 5 BUFFERYARD ORNAMENTAL + 6 PARKING LOT)TREES PROVIDED= 143 EXISTING DECIDUOUS TREES1 PROPOSED CONIFEROUS TREES5 PROPOSED DECIDUOUS TREES5 PROPOSED ORNAMENTAL TREES**DRIVE THRU STACKING REQUIRES SCREENING. TRASH ENCLOSURE REQUIRES SCREENING.**LANDSCAPE SUMMARY1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANYPLANTS 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.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE 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.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BEREMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVEFINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECTFOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT 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 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. MULCH TO MATCH EXISTING CONDITIONS (WHEREAPPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTHCURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZECURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. 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).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREESAND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS ANDENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSIONCONTROL PLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOPDRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, ANDNORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALLPARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOTPROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.PLANTING NOTESCONIFEROUS TREE86260 PREPARED BY: PREPARED FOR: Phillips Edison & Company North Canton, Ohio TRAFFIC IMPACT ANALYSIS West Village Redevelopment City of Chanhassen, Minnesota DECEMBER 9 , 2022 87261 Traffic Impact Analysis for West Village Redevelopment Prepared For: Phillips Edison & Company 7818 Sandpiper Avenue NW North Canton, OH 44720 Prepared By: Paul Villaluz, P.E., PTOE, RSP1 Westwood Professional Services 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 (952) 937-5150 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Minnesota Professional Engineering License 58308 Exp: 06/30/2024 Project Number: R0034109.01 Date: 12/9/2022 12/9/2022 88262 West Village Redevelopment Traffic Impact Analysis 12/9/2022 City of Chanhassen, Minnesota Table of Contents 1.0 Executive Summary ....................................................................................... 1 2.0 Introduction ................................................................................................. 4 3.0 Existing Conditions........................................................................................ 5 3.1 Existing Land Use ........................................................................................................... 5 3.2 Regional Access .............................................................................................................. 5 3.3 Parcel Access................................................................................................................... 5 3.4 Study Area Intersections ................................................................................................ 5 3.5 Existing Lane Configuration and Traffic Control ........................................................... 5 3.6 Existing Turning Movements ......................................................................................... 5 4.0 Future Conditions ........................................................................................ 11 4.1 Year 2023 Background Lane Configuration and Traffic Control .................................. 11 4.2 Year 2023 Background Traffic Volumes ....................................................................... 11 4.3 Project Trip Generation ................................................................................................ 15 4.4 Project Trip Distribution .............................................................................................. 17 4.5 Project Trip Assignment ............................................................................................... 17 4.6 Full Buildout Condition Traffic Volumes ..................................................................... 18 4.7 Year 2023 Project Buildout Lane Configuration and Traffic Control .......................... 18 5.0 Traffic Capacity Analysis ............................................................................. 27 5.1 Operational Analysis Methodology .............................................................................. 27 5.2 Study Intersection Operational Analysis ...................................................................... 28 5.3 Left Turn Storage Bay Analysis .................................................................................... 28 6.0 Fast Food Drive-Through Queue Analysis .................................................... 32 7.0 Parking Analysis ......................................................................................... 34 8.0 Downtown Vision Plan Analysis ................................................................. 36 9.0 Crash Analysis ............................................................................................ 38 10.0 Conclusions and Recommendations ........................................................ 39 89263 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota ii | Confidential and Proprietary. TBPLS Firm #10074302 Figures Figure 1 – Study Area and Intersection Identifier .................................................... 7 Figure 2 –Existing Year 2022 Lane Configuration and Traffic Control ..................... 8 Figure 3 – Year 2022 Existing AM & PM Peak Hour Traffic Volumes ....................... 9 Figure 4 – Year 2022 Existing Mid-Day Traffic Volumes ........................................ 10 Figure 5 – Year 2023 Background (No-Build) Lane Configuration and Traffic Control .................................................................................................................. 12 Figure 6 – Year 2023 Background (No-Build) AM & PM Peak Hour Traffic Volumes ............................................................................................................................... 13 Figure 7 – Year 2023 Background (No-Build) Mid-Day Traffic Volumes ................ 14 Figure 8 –Primary Trip Distribution ...................................................................... 19 Figure 9 –Pass-by Trip Distribution ....................................................................... 20 Figure 10 – Proposed Primary Trip Assignment .................................................... 21 Figure 11 – Proposed Pass-by Trip Assignment ...................................................... 22 Figure 12 – Proposed Total Trip Assignment .......................................................... 23 Figure 13 – Year 2023 Total AM & PM Peak Hour Traffic Volumes ........................ 24 Figure 14 – Year 2023 Total Mid-Day Traffic Volumes ........................................... 25 Figure 15 – Year 2023 Project Buildout Lane Configuration and Traffic Control ... 26 Figure 16 – Intersection Operation Analysis .......................................................... 31 Figure 17 – West Village Center Lunds & Byerly’s Parking Lot (Existing) ............... 34 ............................................................................................................................... 34 Figure 18 – West Village Center Lunds & Byerly’s Parking Lot (Proposed) ............ 35 Figure 19 – Excerpt from Downtown Chanhassen Vision Plan Update ................... 37 Tables Table 1 – Peak Hour Turning Movement Count Dates .............................................. 6 Table 2 –Total Vehicular Trip Generation (AM and PM Peak Hour) ...................... 15 Table 3 –Total Vehicular Trip Generation (Mid-Day Peak Hour) ........................... 15 Table 4 –Pass-by Vehicular Trip Generation (AM and PM Peak Hour) ................... 16 Table 5 – AM and PM Peak Hour Primary Trip Generation Summary .................... 17 Table 6 – Level of Service Criteria .......................................................................... 27 Table 7 – Key Intersection LOS Analysis ................................................................ 30 Table 8 –Future Drive-Through Queue Calculations .............................................. 32 Table 9 –Parking Lot Peak Occupancy Percentages ................................................ 35 Table 10 – Crash Data Summary 2018-2022 ........................................................... 38 90264 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota iii | Confidential and Proprietary. TBPLS Firm #10074302 Appendices Appendix A: Existing Peak Hour Traffic Count Data Appendix B: Information from the Minnesota Department of Transportation (MnDOT) Traffic Mapping Application Growth Rate Calculations Appendix C: Project Trip Generation Appendix D: VISTRO Capacity Analyses Appendix E: Chick-fil-A (Fircrest, Washington) Queuing Analysis Excerpts from “Simulation-Based Study of Traffic Operational Characteristics at All-Way-Stop-Controlled Intersections” Appendix F: Parking Lot Occupancy Data Appendix G: City of Chanhassen Downtown Vision Plan Update Appendix H: Crash Data Appendix I: West Village Redevelopment Site Plan 91265 West Village Redevelopment Traffic Impact Analysis 12/9/2022 City of Chanhassen, Minnesota 1 | Confidential and Proprietary. TBPLS Firm #10074302 1.0 Executive Summary Westwood Professional Services, Inc. (Westwood) has been retained by Phillips Edison & Company to prepare a Traffic Impact Analysis (TIA) for the West Village Redevelopment project. The West Village Redevelopment project includes one (1) proposed 3,500 square foot retail unit and one (1) proposed 3,600 square foot fast -food restaurant with a drive-thru window that are both proposed for development on approximately +/- 0.65 acres located in Chanhassen, Minnesota. Full buildout and occupancy of this project is expected to occur in the Year 2023. This TIA will contain investigations of the potential impacts of the current development plan on the existing and planned roadway infrastructure and develop recommendations for mitigating the identified impacts. This TIA contains the following analyses at the study intersections and driveways: • Intersection Level of Service Analysis • Left Turn Storage Lane Analysis • Fast Food Drive-Thru Queue Analysis • Parking Analysis • Downtown Vision Plan Analysis • Crash Analysis These analyses will be performed within the following scenarios: 1. Year 2022 Existing Conditions 2. Year 2023 Background (No-Build) Conditions 3. Year 2023 Project Buildout Conditions This TIA addresses anticipated future conditions at the following two (2) public street intersections: 1. West 78th Street and Target Entrance (Intersection #1) 2. West 78th Street and Kerber Boulevard (Intersection #4) This study also addresses anticipated future conditions at three (3) private driveways: 1. West 78th Street and Fed Ex Driveway (Intersection #2) 2. West 78th Street and Lunds & Byerlys Driveway (Intersection #3) 3. Kerber Boulevard and Lunds & Byerlys Driveway (Intersection #5) 92266 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 2 | Confidential and Proprietary. TBPLS Firm #10074302 The proposed project is anticipated to generate a total of 90 primary AM peak hour trips, 229 primary Mid-Day peak hour trips, and 74 primary PM peak hour trips on an average weekday upon full buildout. The proposed project is anticipated to generate a total of 222 primary Mid - Day peak hour trips on an average weekend day upon full buildout. These trip estimates are based on information contained in the 11th Edition of the ITE Trip Generation Manual. All intersections are anticipated to operate with acceptable LOS in the AM and PM peak hours with the following notable exceptions: • Intersection 1: West 78th Street and Target Entrance There is an overall intersection LOS of D or better for both the AM and PM peak hours for each scenario with signal control. However, the minor street traffic movements are expected to perform poorly. It is recommended that the City of Chanhassen should observe and retime the traffic signal (if necessary) at this intersection to improve operations as development continues in the area. • Intersection 4: West 78th Street and Kerber Boulevard There is an overall intersection LOS of D or better for both the AM and PM peak hours for each scenario with signal control. However, the minor street traffic movements are expected to perform poorly. It is recommended that the City of Chanhassen should observe and retime the traffic signal (if necessary) at this intersection to improve operations as development continues in the area. All impacted left turn storage bays are anticipated to have adequate storage for Year 2023 Project Buildout Scenario. The proposed on-site drive-through queue storage is sufficient for anticipated demand. The total anticipated parking demand of 158 spaces (i.e., 95 + 63) are expected to be accommodated by the 214 spaces in the West Lot. This anticipated demand is also expected to consist of third-party food delivery vehicles, on-line and individual carry-out/pick-up service vehicles, and drive-thru vehicles that may need to wait longer for food. Two of the “Guiding Principles for Downtown” in the Downtown Chanhassen Vision Update that are related to transportation include defining the pedestrian network and elevating the pedestrian realm. The placement of the proposed building close to the existing northern sidewalk along West 78th Street should promote walkability. A proposed sidewalk will connect pedestrians to the proposed building from the existing driveway entrance at West 78th Street. It should also be noted that the West Village Center Redevelopment does not alter the enhanced streetscape/public realm and access locations depicted on page 11 of the Downtown Chanhassen Vision Update. Therefore, this project is compliant with the Downtown Chanhassen Vision Plan. The proposed project is not expected to adversely affect any bus/paratransit services that are offered by SouthWest Transit. 93267 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 3 | Confidential and Proprietary. TBPLS Firm #10074302 A total of 21 crashes were recorded in the five study intersections: West 78th Street and Target Entrance (#1), West 78th Street and FedEx Driveway (#2), West 78th Street and Lunds and Byerlys driveway (#3), West 78th Street and Kerber Boulevard (#4), and Kerber Boulevard and Lunds and Byerlys driveway (#5) during the most recent five-year period. Of those 21 crashes, 15 crashes (71%) were property damage only crashes, and 6 crashes (29%) were minor injury crashes. The majority of the crashes occurred in the intersection of West 78th Street and Kerber Boulevard (42%). Since most of the collisions were a result of human behavior, no safety improvements are recommended as part of this project. 94268 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 4 | Confidential and Proprietary. TBPLS Firm #10074302 2.0 Introduction Westwood Professional Services, Inc. (Westwood) has been retained by Phillips Edison & Company to prepare a Traffic Impact Analysis (TIA) for the West Village Redevelopment project. The West Village Redevelopment project includes one (1) proposed 3,500 square foot retail unit and one (1) proposed 3,600 square foot fast -food restaurant with a drive-thru window that are both proposed for development on approximately +/- 0.65 acres located in Chanhassen, Minnesota. Full buildout and occupancy of this project is expected to occur in the Year 2023. This TIA will contain investigations of the potential impacts of the current development plan on the existing and planned roadway infrastructure and develop recommendations for mitigating the identified impacts. The scope of the TIA is based on discussions with City of Chanhassen staff during a meeting on June 21, 2022. This TIA contains the following analyses at the study intersections and driveways: • Intersection Level of Service Analysis • Left Turn Storage Lane Analysis • Fast Food Drive-Thru Queue Analysis • Parking Analysis • Downtown Vision Plan Analysis • Crash Analysis These analyses will be performed within the following scenarios: 1. Year 2022 Existing Conditions 2. Year 2023 Background (No-Build) Conditions 3. Year 2023 Project Buildout Conditions A site plan for the West Village Redevelopment project is provided in Appendix I. 95269 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 5 | Confidential and Proprietary. TBPLS Firm #10074302 3.0 Existing Conditions This section of the report details existing conditions in the immediate vicinity of the project site. 3.1 Existing Land Use The West Village Redevelopment project is located within a commercial center that is on the northwest corner of Kerber Boulevard and West 78th Street. The location of the West Village Redevelopment project is shown in Figure 1. 3.2 Regional Access Primary regional access between the Chanhassen area and the proposed West Village Redevelopment project is provided to and from Powers Boulevard and from Arboretum Boulevard via West 78th Street/Great Plains Boulevard. Site access is provided along arterial street connections such as Kerber Boulevard and West 78th Street to these regional facilities. 3.3 Parcel Access Primary access to the parcel is through three existing driveways on West 78th Street and one existing driveway on Kerber Boulevard. 3.4 Study Area Intersections This TIA addresses anticipated future conditions at the following two (2) public street intersections: 1. West 78th Street and Target Entrance (Intersection #1) 2. West 78th Street and Kerber Boulevard (Intersection #4) This study also addresses anticipated future conditions at three (3) private driveways: 3. West 78th Street and Fed Ex Driveway (Intersection #2) 4. West 78th Street and Lunds & Byerly’s Driveway (Intersection #3) 5. Kerber Boulevard and Lunds & Byerly’s Driveway (Intersection #5) The locations of each of these study intersections and private driveways are depicted in Figure 1. 3.5 Existing Lane Configuration and Traffic Control Existing lane configurations and traffic control at the existing stud y intersections and future access intersections are depicted in Figure 2. 3.6 Existing Turning Movements Existing AM and PM, weekday mid-day, and weekend mid-day peak hour vehicular, pedestrian, and bicycle turning movement data were collected for the public street intersections identified in Section 3.4. The date and location of each count is summarized in Table 1. A summary of the AM & PM peak hour count data at the study intersections is provided in Figure 3. A summary of the weekday and weekend mid-day peak hour count data at the study intersections is provided in Figure 4. The peak hour count data sheets are provided in Appendix A. 96270 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 6 | Confidential and Proprietary. TBPLS Firm #10074302 Table 1 – Peak Hour Turning Movement Count Dates Intersection Count Date West 78th Street and Target Entrance (Intersection #1) September 8, 2022 West 78th Street and Fed Ex Driveway (Intersection #2) September 8, 2022 West 78th Street and Lunds & Byerly’s Driveway (Intersection #3) September 8, 2022 West 78th Street and Kerber Boulevard (Intersection #4) September 8, 2022 Kerber Boulevard and Lunds & Byerly’s Driveway (Intersection #5) September 8, 2022 97271 TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFTFIGURE 1WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MNPhone (952) 937-515012701 Whitewater Drive, Suite 300Minnetonka, MN 5534398272 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 2 STOP WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOP99273 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 3 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOP 100274 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 4 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOP 101275 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 11 | Confidential and Proprietary. TBPLS Firm #10074302 4.0 Future Conditions This section of the report describes the anticipated buildout conditions for the West Village Redevelopment project in the Year 2023. 4.1 Year 2023 Background Lane Configuration and Traffic Control Figure 5 illustrates the anticipated lane configuration and traffic control that are expected at the study area intersections in the background (no-build) scenario during the buildout year of 2023. The background lane configuration and traffic control are expected to remain unchanged from the existing condition. 4.2 Year 2023 Background Traffic Volumes Future baseline traffic volumes near the project site were generated for the anticipated project buildout year of 2023 to determine the impact of project traffic on the surrounding roadway network. An average annual growth rate for the study area during 2019-2021 was calculated using historic Minnesota Department of Transportation (MnDOT) average annual daily traffic (AADT) data. An annual average growth rate of 2.9% was obtained from the evaluation of two (2) MnDOT count stations (#35482 and #38937). This 2.9% growth rate was applied to the 2022 peak hour turning movement counts at each of the study intersections in Figures 3 and 4 to generate traffic volumes for the background year of 2023. The Year 2023 background AM & PM peak hour traffic volumes are illustrated on Figure 6. The Year 2023 background mid-day peak hour traffic volumes are illustrated on Figure 7. Detailed calculations, along with information from the MnDOT Traffic Mapping Application, are included in Appendix B. 102276 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 5 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOPSTOPSTOP STOP103277 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 6 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 STOPSTOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN 104278 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 7 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOP 105279 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 15 | Confidential and Proprietary. TBPLS Firm #10074302 4.3 Project Trip Generation The 11th Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Manual was used to estimate the number of vehicle trips that could be generated by the project. This manual is a standard reference used by municipalities and public agencies throughout the United States. The trip generation characteristics included in the manual are summarized by general land use type and are based on actual trip generation studies performed at numerous locations in areas of various populations. Vehicular trip generation for the proposed project is based on average rates for Strip Retail Plaza (<40k) (ITE Land Use Code 822) and Fast-Food Restaurant with Drive-Through Window (ITE Land Use Code 934). The resulting AM and PM peak hour trip generations are summarized in Table 2. The resulting weekday and weekend mid-day peak hour trip generations are summarized in Table 3. Calculations are provided in Appendix C. Table 2 –Total Vehicular Trip Generation (AM and PM Peak Hour) ITE Code Land Use Size Daily Trips AM Peak Hour PM Peak Hour In Out Total In Out Total 822 Strip Retail Plaza (<40k) 3.5 ksf 191 5 3 8 11 12 23 934 Fast-Food Restaurant with Drive- Through Window 3.6 ksf 1,683 82 79 161 62 57 119 Total 1,874 87 82 169 73 69 142 Sources: ITE Trip Generation Manual, 11th Edition Table 3 –Total Vehicular Trip Generation (Mid-Day Peak Hour) ITE Code Land Use Size Weekday Mid-Day Peak Hour Weekend Mid-Day Peak Hour In Out Total In Out Total 822 Strip Retail Plaza (<40k) 3.5 ksf 25 21 46 12 11 23 934 Fast-Food Restaurant with Drive- Through Window 3.6 ksf 93 90 183 101 98 199 Total 118 111 229 113 109 222 Sources: ITE Trip Generation Manual, 11th Edition 106280 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 16 | Confidential and Proprietary. TBPLS Firm #10074302 ITE defines pass-by trips as trips that are “made as intermediate stops on the way from an origin to a primary trip destination without a route diversion”. Pass -by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the generator. ITE has identified the following pass-by trip rates for the land uses below: • Strip Retail Plaza (<40k) (ITE Land Use 822) o 34% during the PM peak hour (assumed that the PM peak hour pass -by rate for ITE Land Use 820 (Shopping Center) is used) • Fast-Food Restaurant with Drive-Through Window (ITE Land Use 934) o 49% during the AM peak hour and 50% during the PM peak hour No pass-by reduction is assumed during the mid-day peak hours. Pass-by trips are only applicable to external trips that enter or exit the site, not internal trips. Therefore, the pass-by trip rates summarized above were applied to the external project trips summarized in Table 2, with the resultant pass-by trip generation for the project summarized in Table 4. Table 4 –Pass-by Vehicular Trip Generation (AM and PM Peak Hour) ITE Code Land Use Size AM Peak Hour PM Peak Hour In Out Total In Out Total 822 Strip Retail Plaza (<40k) 3.5 ksf 0 0 0 4 4 8 934 Fast-Food Restaurant with Drive- Through Window 3.6 ksf 40 39 79 31 29 60 Total 40 39 79 35 33 68 Sources: ITE Trip Generation Manual, 11th Edition The primary trips added to the surrounding street network are summarized in Table 5. These trips were calculated by subtracting the pass-by trips from the total project trips in Table 2. Primary trips are the net new trips added to the surrounding street network. 107281 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 17 | Confidential and Proprietary. TBPLS Firm #10074302 Table 5 – AM and PM Peak Hour Primary Trip Generation Summary Trip Type Peak Hour Primary Trips AM PM In Out Total In Out Total External Trips 87 82 169 73 69 142 Pass-By Trips 40 39 79 35 33 68 TOTAL Primary Trips (EXTERNAL - PASS-BY) 47 43 90 38 36 74 4.4 Project Trip Distribution The directional distribution of project traffic quantifies the percentage of project -generated traffic that arrives and departs the project site in each direction by type of use. The project includes uses that generate primary project trips. The primary trip distribution quantifies the percentage of site-generated traffic that generally arrives and departs the project site along the same route. Primary trips are new trips to the street network and project driveways. Figure 8 illustrates the anticipated primary project trip distribution for the project. The primary trip distribution was based on anticipated access restrictions and internal circulation through each project driveway, anticipated trip origins and destinations with the surrounding areas, and engineering judgment. The pass-by trip distribution quantifies the percentage of site -generated traffic that makes intermediate stops on the way from an origin to a primary trip destination without a route diversion. Figure 9 illustrates the anticipated pass-by project distribution for both the AM and PM peak hours. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the generator. Therefore, they generally divert from their original direction of travel into the project site and then exit the site and continue in their original direction of travel. Pass-by trips are not new trips to the street network but they are new project driveway trips. The pass-by trip distribution was based on the observed traffic volumes at the study intersections and refined with the anticipated access restrictions for the project driveways. 4.5 Project Trip Assignment Project traffic assignment was calculated by applying the primary trip distribution percentages found in Figure 8 to the primary external project trip generation found in Table 5, and the pass- by trip distribution percentages found in Figure 9 to the pass-by project trip generation found in Table 4. A Vistro model was prepared to distribute and assign the external project trips that were expected to be generated from the project throughout the study roadway network. The model uses zones to replicate specific areas or land uses within a development plan, links to replicate the roadway network, and gates at the boundary of the model to balance inbound and outbound traffic flows. The resulting traffic assignments at the study intersections and project driveways for the project are illustrated in Figure 10 for the primary trip assignment and Figure 11 for the pass-by trip 108282 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 18 | Confidential and Proprietary. TBPLS Firm #10074302 assignment. The total traffic assignment is provided in Figure 12. The inbound and outbound trip generation is rounded to the nearest whole number when assigned in Vistro to the distribution percentages. Therefore, the number of trips assigned to the study intersections may differ slightly from the total external trip generation in Table 5. 4.6 Full Buildout Condition Traffic Volumes The combined impact of background traffic and project traffic on the surrounding roadway network was determined by adding the total project traffic assignment from Figure 12 to the Year 2023 background traffic volumes in Figure 6. The traffic volumes illustrated in Figure 13 and Figure 14 represent the anticipated traffic conditions in the study area at the time the project is fully constructed and occupied in the Year 2023. 4.7 Year 2023 Project Buildout Lane Configuration and Traffic Control Figure 15 illustrates the anticipated lane configuration and traffic control that are expected at the study area intersections in the buildout scenario during the buildout year of 2023. The buildout lane configuration and traffic control are expected to remain unchanged from the year 2023 (no-build) condition. 109283 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 8 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 STOPSTOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN 110284 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 9 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN 111285 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 10 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOPSTOPSTOP STOP112286 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 11 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOPSTOPSTOP STOP113287 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 12 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN 114288 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 13 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOPSTOPSTOP STOP115289 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 14 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343STOP STOPSTOP STOPWEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOP 116290 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 15 STOP Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN STOPSTOPSTOP STOP117291 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 27 | Confidential and Proprietary. TBPLS Firm #10074302 5.0 Traffic Capacity Analysis Analyses were conducted at the study area intersections identified in Section 3.4 within the following scenarios: 1. Year 2022 Existing Conditions 2. Year 2023 Background (No-Build) Conditions 3. Year 2023 Project Buildout Conditions The purposes of these analyses are to identify potential capacity constraints in the existing and future study area street network and to quantify the impacts of the project. 5.1 Operational Analysis Methodology The study intersections were analyzed using PTV Vistro Version 2022 (SP 0-3) Traffic Engineering Software. Level of Service (LOS) analyses within Vistro for signalized and stop controlled intersections were calculated and reported using the aver age total delay analysis methodology as presented in the Transportation Research Board’s Highway Capacity Manual (HCM 6th Edition). HCM 6th Edition describes LOS as “a qualitative stratification of a performance measure or measures that represent quality of service, measured on an A-F scale, with LOS A representing the best operating conditions from the traveler’s perspective and LOS F the worst.” Table 6 summarizes the average total delay criteria for LOS A through F. Table 6 – Level of Service Criteria Level of Service Signalized Intersection Average Total Delay (seconds/vehicle) Stop Controlled / Roundabout Intersection Average Total Delay (seconds/vehicle) A ≤10 10 B >10 and ≤20 >10 and ≤15 C >20 and ≤35 >15 and ≤25 D >35 and ≤55 >25 and ≤35 E >55 and ≤80 >35 and ≤50 F >80 >50 Highway Capacity Manual (HCM 6th Edition), Transportation Research Board 118292 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 28 | Confidential and Proprietary. TBPLS Firm #10074302 5.2 Study Intersection Operational Analysis Level of Service analyses for the study intersections are provided for the Year 202 2 Existing Conditions, the Year 2023 Background (No-Build) Conditions, and the anticipated Year 2023 Buildout Conditions. The analyses are based on the lane configurations, traffic control and traffic volumes as illustrated in the following: • Year 2022 Existing Conditions: Figure 2, Figure 3, and Figure 4 • Year 2023 Background (No-Build) Conditions: Figure 5, Figure 6, and Figure 7 • Year 2023 Project Buildout Conditions: Figure 13, Figure 14, and Figure 15 Summary reports from the LOS analyses are provided for all study intersections in Appendix D. All intersections were analyzed using the lowest level of traffic control that provided an acceptable intersection LOS. Analysis for the signalized intersections at West 78th Street and Target Entrance and at West 78th Street and Kerber Boulevard used optimized cycle lengths with optimized splits, a 4-second yellow interval, and a 2-second all-red clearance interval. Results of the LOS analyses are summarized in Table 7 and illustrated on Figure 16. All intersections are anticipated to operate with acceptable LOS in the AM and PM peak hours with the following notable exceptions: • Intersection 1: West 78th Street and Target Entrance There is an overall intersection LOS of D or better for both the AM and PM peak hours for each scenario with signal control. However, the minor street traffic movements are expected to perform poorly. It is recommended that the City of Chanhassen should observe and retime the traffic signal (if necessary) at this intersection to improve operations as development continues in the area. • Intersection 4: West 78th Street and Kerber Boulevard There is an overall intersection LOS of D or better for both the AM and PM peak hours for each scenario with signal control. However, the minor street traffic movements are expected to perform poorly. It is recommended that the City of Chanhassen should observe and retime the traffic signal (if necessary) at this intersection to improve operations as development continues in the area. 5.3 Left Turn Storage Bay Analysis An analysis of all left turn storage bays that are expected to convey project-generated traffic at the study intersections was conducted for the following scenarios: • Year 2022 Existing Conditions: Figure 2, Figure 3, and Figure 4 • Year 2023 Background (No-Build) Conditions: Figure 5, Figure 6, and Figure 7 • Year 2023 Project Buildout Conditions: Figure 13, Figure 14, and Figure 15 The analysis uses the left turn queue lengths reported by Vistro (see Appendix D). Table 7 summarizes the results of the analysis based on the anticipated traffic control required at full 119293 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 29 | Confidential and Proprietary. TBPLS Firm #10074302 buildout of the project for defined left turn storage bays. All impacted left turn storage bays are anticipated to have adequate storage for Year 2023 Project Buildout Scenario. 120294 LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length Overall B 11.29 D 38.96 B 16.58 D 38.01 NBL A 0.00 0 ft 0.020 75ft F 115.94 457 ft 0.920 75ft A 0.03 1 ft 0.120 75ft F 118.67 385 ft 0.900 75ft NBT C 34.24 ---F 91.84 ---D 35.13 ---F 100.61 - NBR C 34.24 19 ft 0.270 -F 91.84 231 ft 0.420 -D 35.13 133 ft 0.750 -F 100.61 297 ft 0.630 - SBL A 0.00 0 ft 0.020 -F 128.77 149 ft 0.770 -A 0.01 0 ft 0.030 -F 128.98 146 ft 0.770 - SBT A 0.00 ---F 126.04 ---C 29.04 ---F 126.42 - SBR C 33.05 9 ft 0.140 50ft F 126.04 237 ft 0.850 50ft C 29.04 54 ft 0.340 50ft F 126.42 228 ft 0.850 50ft EBL A 8.96 37 ft 0.140 125ft A 9.31 72 ft 0.140 125ft B 12.66 45 ft 0.190 125ft A 8.15 87 ft 0.180 125ft EBT B 11.97 45 ft 0.140 -B 12.62 158 ft 0.150 -B 16.37 81 ft 0.250 -B 10.55 109 ft 0.110 - EBR B 11.78 27 ft 0.090 125ft B 13.43 200 ft 0.200 125ft C 20.43 170 ft 0.480 125ft B 11.45 174 ft 0.180 125ft WBL A 8.19 7 ft 0.030 125ft A 8.59 33 ft 0.080 125ft B 11.98 40 ft 0.210 125ft A 7.16 39 ft 0.090 125ft WBT B 11.91 38 ft 0.110 -B 13.18 204 ft 0.180 -B 17.10 100 ft 0.270 -B 11.38 196 ft 0.180 - WBR B 11.94 37 ft 0.110 -B 13.18 203 ft 0.180 -B 17.14 98 ft 0.280 -B 11.39 193 ft 0.180 - Overall A 2.44 A 6.24 A 4.41 A 6.12 NBL B 14.88 8 ft 0.050 -D 41.53 54 ft 0.270 -C 31.69 35 ft 0.140 -D 36.34 65 ft 0.290 - NBT B 15.89 8 ft 0.010 -D 39.93 54 ft 0.060 -C 31.00 35 ft 0.090 -D 36.73 65 ft 0.050 - NBR A 9.65 8 ft 0.030 -B 18.83 54 ft 0.110 -B 14.60 35 ft 0.090 -B 18.65 65 ft 15.000 - SBL B 14.85 4 ft 0.020 -D 42.48 51 ft 0.230 -C 30.64 22 ft 0.100 -D 35.63 28 ft 0.170 - SBT B 15.69 4 ft 0.010 -D 41.25 51 ft 0.120 -C 29.57 22 ft 0.070 -C 33.07 28 ft 0.050 - SBR A 9.42 4 ft 0.020 -B 19.99 51 ft 0.080 -B 12.70 22 ft 0.060 -B 14.59 28 ft 0.060 - EBL A 7.83 1 ft 0.010 125ft A 8.48 0 ft 0.050 125ft A 8.29 4 ft 0.050 125ft A 8.37 3 ft 0.040 125ft EBT N/A -----N/A -----N/A ---N/A --- EBR N/A -----N/A -----N/A ---N/A --- WBL A 9.81 4 ft 0.050 125ft B 12.31 11 ft 0.120 125ft B 11.87 8 ft 0.090 125ft B 11.95 12 ft 0.110 125ft WBT N/A -----N/A -----N/A ---N/A --- WBR N/A -----N/A -----N/A ---N/A --- Overall A 0.59 A 0.820 A 1.02 A 0.67 NBL N/A -----N/A -----N/A --N/A -- NBT N/A -----N/A -----N/A --N/A -- NBR N/A -----N/A -----N/A --N/A -- SBL N/A -----N/A -----N/A --N/A -- SBT N/A -----N/A -----N/A --N/A -- SBR A 9.35 3 ft 0.040 -B 10.720 10 ft 0.120 -B 10.650 12 ft 0.140 B 10.55 8 ft 0.090 EBL N/A ------N/A -----N/A --N/A -- EBT N/A -----N/A -----N/A --N/A -- EBR N/A -----N/A -----N/A --N/A -- WBL N/A ------N/A -----N/A --N/A -- WBT N/A -----N/A -----N/A --N/A -- WBR N/A ------N/A -----N/A --N/A -- Overall B 16.40 D 35.080 B 18.95 D 40.61 NBL C 20.58 12 ft 0.060 -F 81.420 125 ft 0.200 -C 20.460 46 ft 0.220 -F 83.20 127 ft 0.220 - NBT B 17.48 ---E 70.790 --B 16.220 -E 63.25 -- NBR B 17.48 15 ft 0.070 -E 70.790 210 ft 0.240 -B 16.220 43 ft 0.180 -E 63.25 143 ft 0.150 - SBL C 25.04 148 ft 0.600 150ft F 101.750 518 ft 0.840 150ft C 24.730 153 ft 0.610 150ft F 97.67 644 ft 0.870 150ft SBT B 17.85 ---E 71.280 --B 16.250 -E 68.97 --- SBR B 17.85 29 ft 0.140 -E 71.280 218 ft 0.260 -B 16.250 43 ft 0.190 -E 68.97 339 ft 0.400 - EBL A 7.56 7 ft 0.030 130ft C 23.110 68 ft 0.130 130ft A 9.660 16 ft 0.090 130ft C 27.06 95 ft 0.160 130ft EBT B 13.19 49 ft 0.170 -B 16.010 386 ft 0.360 -B 17.990 113 ft 0.370 -B 18.45 354 ft 0.320 - EBR B 13.24 48 ft 0.170 100ft B 11.700 30 ft 0.040 100ft B 18.070 110 ft 0.370 100ft B 14.38 34 ft 0.040 100ft WBL A 7.47 9 ft 0.050 100ft C 22.100 34 ft 0.050 100ft A 9.240 20 ft 0.110 100ft C 24.71 47 ft 0.070 100ft WBT B 13.53 -0.250 -B 15.720 365 ft 0.340 -B 19.590 168 ft 0.500 -B 18.48 355 ft 0.320 - WBR B 13.60 72 ft 0.260 -B 15.860 327 ft 0.350 -C 20.040 153 ft 0.510 -B 18.65 319 ft 0.330 - Overall A 2.23 A 3.78 A 3.85 A 3.56 NBL A 7.84 2 ft 0.040 -A 7.830 4.970 0.080 -A 7.860 4.780 0.080 -A 8.10 12 ft 6.120 - NBT N/A -----N/A ------N/A ---N/A ---- NBR N/A -----N/A -------N/A ---N/A ---- SBL N/A -----N/A -------N/A ---N/A ---- SBT N/A -----N/A -------N/A ---N/A ---- SBR N/A -----N/A -------N/A ---N/A ---- EBL B 12.69 7 ft 0.020 -B 18.510 26.680 0.100 -B 16.500 21.450 0.080 -C 20.36 21 ft 0.050 - EBT N/A -----A -----A -N/A ---- EBR B 10.06 7 ft 0.060 -A 0.160 26.680 0.160 -B 11.000 21.450 0.150 -B 11.67 9 ft 0.190 - WBL N/A ------N/A -------N/A ---N/A ----- WBT N/A ------N/A -------N/A ---N/A ---- WBR N/A ------N/A -------N/A ---N/A ----- KEY: Vistro Queue = Vistro Software Estimated Turn Left Queue LT Bay Length = Number of Defined Left Turn Lanes and Storage Length AM = AM Peak Hour of Adjacent Street PM = PM Peak Hour of Adjacent Street LOS = Level of Service Delay = Average Seconds of Delay Per Vehicle V/C = Volume to Capacity Ratio INTERSECTION CONTROL INTERSECTION 3. LUNDS AND BYERLY'S DRIVEWAY @ W 78TH St INTERSECTION CONTROL INTERSECTION 4. KERBER BLVD @ W 78th St INTERSECTION 5. LUNDS AND BYERLY'S @ KERBER BLVD INTERSECTION CONTROL INTERSECTION CONTROL TABLE 7. KEY INTERSECTION LOS ANALYSIS - EXISTING INTERSECTION YEAR TRAFFIC MANEUVER INTERSECTION 1. TARGET ENTRANCE @ W 78TH St INTERSECTION 2. FEDX DRIVEWAY @ W 78TH St INTERSECTION CONTROL YEAR 2022 EXISTING- TWO WAY STOP CONTROLLED AM Mid-day weekend YEAR 2022 EXISTING - SIGNALIZED YEAR 2022 EXISTING - TWO WAY STOP CONTROLLED PM Mid-day weekday YEAR 2022 EXISTING - SIGNALIZED YEAR 2022 EXISTING- TWO WAY STOP CONTROLLED 121295 Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR KEY: Vistro Queue = Vistro Software Estimated Turn Left Queue LT Bay Length = Number of Defined Left Turn Lanes and Storage Length AM = AM Peak Hour of Adjacent Street PM = PM Peak Hour of Adjacent Street LOS = Level of Service Delay = Average Seconds of Delay Per Vehicle V/C = Volume to Capacity Ratio INTERSECTION CONTROL INTERSECTION 3. LUNDS AND BYERLY'S DRIVEWAY @ W 78TH St INTERSECTION CONTROL INTERSECTION 4. KERBER BLVD @ W 78th St INTERSECTION 5. LUNDS AND BYERLY'S @ KERBER BLVD INTERSECTION CONTROL INTERSECTION CONTROL INTERSECTION YEAR TRAFFIC MANEUVER INTERSECTION 1. TARGET ENTRANCE @ W 78TH St INTERSECTION 2. FEDX DRIVEWAY @ W 78TH St INTERSECTION CONTROL LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length B 11.56 D 39.07 B 16.74 D 38.07 A 0.00 0 ft 0.020 75ft F 115.48 468 ft 0.920 75ft A 0.03 1 ft 0.120 75ft F 118.30 395 ft 0.900 75ft C 34.12 ----F 89.96 ---D 35.74 ---F 100.12 --- C 34.12 20 ft 0.270 -F 89.96 235 ft 0.400 -D 35.74 138 ft 0.770 -F 100.12 302 ft 0.640 - A 0.00 0 ft 0.010 -F 130.46 128 ft 0.760 -A 0.01 0 ft 0.030 -F 128.77 149 ft 0.770 - C 32.89 ----F 125.82 ---C 29.04 ---F 126.31 --- C 32.89 9 ft 0.130 50ft F 126 ft 241 ft 0.860 50ft C 29 ft 55 ft 0.340 50ft F 126 ft 230 ft 0.850 50ft A 9.07 39 ft 0.150 125ft A 9.70 76 ft 0.150 125ft B 12.77 47 ft 0.200 125ft A 8.44 91 ft 0.190 125ft B 11.96 41 ft 0.130 -B 12.92 155 ft 0.140 -B 16.45 84 ft 0.250 -B 10.83 114 ft 0.110 - B 11.86 27 ft 0.090 125ft B 13.89 208 ft 0.210 125ft C 20.73 177 ft 0.500 125ft B 11.78 182 ft 0.190 125ft A 8.18 4 ft 0.020 125ft A 8.85 30 ft 0.070 125ft B 12.04 41 ft 0.220 125ft A 7.39 41 ft 0.090 125ft B 12.04 40 ft 0.120 -B 13.65 214 ft 0.190 -B 17.23 103 ft 0.280 -B 11.70 203 ft 0.190 - B 12.07 40 ft 0.120 -B 13.65 212 ft 0.190 -B 17.26 101 ft 0.280 -B 11.72 200 ft 0.190 - A 2.36 A 6.29 A 4.52 A 6.48 B 14.68 8 ft 0.050 -D 42.97 57 ft 0.290 -C 33.55 37 ft 0.150 -D 39.30 73 ft 0.32 -B 15.61 8 ft 0.010 -D 41.14 57 ft 0.060 -C 32.70 37 ft 0.100 -D 39.65 73 ft 0.05 - A 9.63 8 ft 0.030 -B 19.68 57 ft 0.120 -B 15.21 37 ft 0.090 -C 20.47 73 ft 0.15 - B 14.47 3 ft 0.010 -D 42.63 49 ft 0.220 -C 32.39 24 ft 0.110 -D 37.71 30 ft 0.18 - B 15.33 3 ft 0.010 -D 41.36 49 ft 0.120 -C 31.09 24 ft 0.080 -C 34.82 30 ft 0.05 - A 9.25 3 ft 0.020 -B 19.62 49 ft 0.080 -B 13.09 24 ft 0.070 -B 15 ft 30 ft 0.06 - A 7.79 1 ft 0.010 125ft A 8.47 4 ft 0.050 125ft A 8.33 4 ft 0.050 125ft A 8.41 3 ft 0.04 125ft N/A -----N/A -----N/A -----N/A ----- N/A ----N/A ----N/A ----N/A ----- A 9.82 4 ft 0.050 125ft B 12.43 11 ft 0.120 125ft B 12.04 9 ft 0.010 125ft B 12.12 12 ft 0.02 125ft N/A -----N/A -----N/A ------N/A ----- N/A ----N/A ----N/A ----N/A ----- A 0.26 A 0.67 A 1.03 A 0.68 N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- A 9.28 1 ft 0.020 B 10.64 8 ft 0.100 B 10.75 13 ft 0.150 B 10.65 8 ft 0.100 N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- B 16.57 C 34.28 B 19.37 D 39.36 C 20.31 12 ft 0.060 -F 84.16 130 ft 0.200 -C 20.20 47 ft 0.220 -F 85.87 131 ft 0.220 - B 17.25 ---E 73.72 ---B 15.95 ---E 66.57 -- B 17.25 15 ft 0.070 -E 73.72 217 ft 0.230 -B 15.95 44 ft 0.190 -E 66.57 149 ft 0.150 - C 24.89 152 ft 0.060 150ft F 103.33 530 ft 0.840 150ft C 24.55 157 ft 0.620 150ft F 97.83 655 ft 0.870 150ft B 17.61 ---E 74.29 ---B 15.97 ---E 72.13 --- B 17.61 28 ft 0.140 -E 74.29 228 ft 0.260 -B 15.97 44 ft 0.190 -E 72.13 353 ft 0.400 - A 7.73 7 ft 0.040 130ft B 19.47 64 ft 0.120 130ft A 9.97 16 ft 0.090 130ft C 22.93 90 ft 0.150 130ft B 13.34 46 ft 0.160 -B 13.55 345 ft 0.310 -B 18.58 118 ft 0.390 -B 15.94 336 ft 0.290 - B 13.39 45 ft 0.160 100ft B 10.39 29 ft 0.030 100ft B 18.67 115 ft 0.390 100ft B 12.72 32 ft 0.030 100ft A 7.63 10 ft 0.050 100ft B 18.17 31 ft 0.050 100ft A 9.50 21 ft 0.110 100ft C 21.06 45 ft 0.060 100ft B 13.79 76 ft 0.250 -B 13.54 344 ft 0.310 -C 20.46 178 ft 0.530 -B 15.97 337 ft 0.290 - B 13.91 73 ft 0.260 -B 13.65 307 ft 0.310 -C 20.96 161 ft 0.540 -B 16.09 302 ft 0.290 - A 2.00 A 3.77 A 3.89 A 3.51 A 7.89 2 ft 0.040 -A 7.82 5 ft 0.090 -A 7.88 5 ft 0.090 -A 8.11 6 ft 0.110 - N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- B 13.06 7 ft 0.030 -B 18.98 27 ft 0.110 -B 16.96 23 ft 0.080 -C 21.02 23 ft 0.050 - N/A ----N/A ----N/A ----N/A ---- B 10.18 18 ft 0.060 -B 11.40 27 ft 0.160 -B 11.15 23 ft 0.150 -B 11.76 23 ft 0.190 - N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ----N/A ----N/A ----N/A ----N/A ---- TABLE 7. KEY INTERSECTION LOS ANALYSIS - NO BUILD AM YEAR 2023 (NO-BUILD) - SIGNALIZED YEAR 2023 (NO-BUILD) - - TWO WAY STOP CONTROLLED Mid-day weekend YEAR 2023 (NO-BUILD)- TWO WAY STOP CONTROLLED PM Mid-day weekday YEAR 2023 (NO-BUILD) - TWO WAY STOP CONTROLLED YEAR 2023 (NO-BUILD) - SIGNALIZED 122296 Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Overall NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR KEY: Vistro Queue = Vistro Software Estimated Turn Left Queue LT Bay Length = Number of Defined Left Turn Lanes and Storage Length AM = AM Peak Hour of Adjacent Street PM = PM Peak Hour of Adjacent Street LOS = Level of Service Delay = Average Seconds of Delay Per Vehicle V/C = Volume to Capacity Ratio INTERSECTION CONTROL INTERSECTION 3. LUNDS AND BYERLY'S DRIVEWAY @ W 78TH St INTERSECTION CONTROL INTERSECTION 4. KERBER BLVD @ W 78th St INTERSECTION 5. LUNDS AND BYERLY'S @ KERBER BLVD INTERSECTION CONTROL INTERSECTION CONTROL INTERSECTION YEAR TRAFFIC MANEUVER INTERSECTION 1. TARGET ENTRANCE @ W 78TH St INTERSECTION 2. FEDX DRIVEWAY @ W 78TH St INTERSECTION CONTROL LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length LOS Delay Vistro Queue V/C Bay Length B 11.78 D 39.70 B 16.80 D 38.19 A 0.00 0 ft 75ft F 115.48 468 ft 0.920 75ft A 0.03 1 ft 0.120 75ft F 118.30 395 ft 0.900 75ft C 33.98 ---F 90.19 ---D 35.85 --F 99.51 -- C 33.98 21 ft 0.280 -F 90.19 237 ft 0.410 -D 35.85 139 ft 0.780 -F 99.51 301 ft 0.630 - A 0.00 0 ft 0.020 -F 128.38 154 ft 0.780 -A 0.01 0 ft 0.030 -F 128.77 149 ft 0.770 - C 33.58 ---F 124.98 ---C 29.18 --F 125.98 -- C 33.58 18 ft 0.250 50ft F 124.98 259 ft 0.870 50ft C 29.18 58 ft 0.360 50ft F 125.98 237 ft 0.850 50ft A 9.23 43 ft 0.170 125ft B 10.13 83 ft 0.160 125ft B 12.88 49 ft 0.190 125ft A 8.60 94 ft 0.200 125ft B 12.15 47 ft 0.150 -B 13.48 170 ft 0.160 -B 16.47 84 ft 0.110 -B 10.98 115 ft 0.120 - B 11.93 27 ft 0.100 125ft B 14.36 211 ft 0.210 125ft C 20.74 177 ft 0.190 125ft B 11.94 184 ft 0.200 125ft A 8.31 7 ft 0.030 125ft A 9.25 35 ft 0.080 125ft B 12.05 41 ft 0.090 125ft A 7.50 41 ft 0.100 125ft B 12.09 40 ft 0.120 -B 14.07 216 ft 0.190 -B 17.24 104 ft 0.190 -B 11.86 205 ft 0.190 - B 12.13 39 ft 0.120 -B 14.08 214 ft 0.190 -B 17.28 101 ft 0.190 -B 11.88 202 ft 0.000 - A 2.66 A 7.27 A 4.68 A 6.590 B 15 ft 8 ft 0.05 -D 46.24 62 ft 0.31 -C 33.78 38 ft 0.15 -D 39.780 74 ft 0.33 - B 16.370 8 ft 0.01 -D 44.32 62 ft 0.06 -C 32.98 38 ft 0.10 -D 40.100 74 ft 0.05 - A 9.710 8 ft 0.03 -C 21.14 62 ft 0.12 -B 15.29 38 ft 0.09 -C 20.710 74 ft 0.15 - B 16 ft 7 ft 0.05 -D 50.62 69 ft 0.31 -C 33.40 28 ft 0.13 -D 38.350 32 ft 0.19 - B 16 ft 7 ft 0.01 -D 49.01 69 ft 0.12 -C 32.04 28 ft 0.08 -D 35.380 32 ft 0.05 - A 10 ft 7 ft 0.03 -C 25.81 69 ft 0.09 -B 13.90 28 ft 0.07 -B 15.560 32 ft 0.06 - A 8 ft 1 ft 0.02 125ft A 8.56 4 ft 0.06 125ft A 8.34 4 ft 0.05 125ft A 8.420 3 ft 0.04 125ft N/A -----N/A -----N/A -----A --- N/A -----N/A -----N/A -----N/A ----- A 10 ft 4 ft 0.05 125ft B 12.50 11 ft 0.12 125ft B 12.04 9 ft 0.10 125ft B 12.120 12 ft 0.12 125ft N/A -----N/A -----N/A -----N/A ----- N/A -----N/A -----N/A -----N/A ----- A 0.55 A 0.82 A 1.02 A 0.68 N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- A 9.50 3 ft 0.040 B 10.94 11 ft 0.130 B 10.84 13 ft 0.150 B 10.69 8 ft 0.100 N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- N/A --N/A --N/A --N/A -- B 16.52 C 33.72 B 19.51 D 39.23 C 20.34 13 ft 0.070 -F 84.24 132 ft 0.200 -C 20.24 48 ft 0.230 -F 85.87 131 ft 0.220 - B 17.25 ---E 73.72 ---B 15.95 ---E 66.57 --- B 17.25 15 ft 0.070 -E 73.72 217 ft 0.230 -B 15.95 44 ft 0.190 -E 66.57 149 ft 0.150 - C 24.89 152 ft 0.060 150ft F 103.33 530 ft 0.840 150ft C 24.55 157 ft 0.630 150ft F 97.83 655 ft 0.870 150ft B 17.61 --E 74.29 --B 15.97 --E 72.13 -- B 17.61 28 ft 0.140 -E 74.29 228 ft 0.260 -B 15.97 44 ft 0.190 -E 72.13 353 ft 0.400 - A 7.77 7 ft 0.040 130ft B 19.89 64 ft 0.120 130ft B 10.01 17 ft 0.100 130ft C 23.04 90 ft 0.150 130ft B 13.65 57 ft 0.190 -B 14.04 384 ft 0.340 -B 18.76 123 ft 0.420 -B 16.03 342 ft 0.290 - B 13.70 56 ft 0.200 100ft B 10.40 30 ft 0.030 100ft B 18.84 120 ft 0.420 100ft B 12.72 32 ft 0.030 100ft A 7.65 10 ft 0.050 100ft B 19.30 33 ft 0.050 100ft A 9.52 21 ft 0.120 100ft C 21.26 45 ft 0.060 100ft B 14.11 87 ft 0.280 -B 13.70 356 ft 0.320 -C 20.70 183 ft 0.570 -B 16.01 340 ft 0.290 - B 14.23 83 ft 0.290 -B 13.80 319 ft 0.320 -C 21.19 166 ft 0.580 -B 16.13 305 ft 0.290 - A 2.66 A 4.18 A 4.17 A 3.62 B 10.27 2 ft 0.040 -A 7.90 5 ft 0.090 -A 7.91 5 ft 0.090 -A 8.13 6 ft 0.120 - N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ---- B 13.40 11 ft 0.070 -C 20.19 36 ft 0.160 -B 17.58 27 ft 0.120 -C 21.35 25 ft 0.060 - N/A ----N/A ----N/A ----N/A ---- B 10.60 11 ft 0.060 -B 12.41 36 ft 0.170 -B 11.69 27 ft 0.160 -B 12.03 25 ft 0.190 - N/A ----N/A ----N/A ----N/A ---- N/A ----N/A ----N/A ----N/A ----N/A ----N/A ----N/A ----N/A ---- TABLE 7. KEY INTERSECTION LOS ANALYSIS - BUILDOUT YEAR 2023 BUILDOUT - SIGNALIZED AM Mid-day weekend YEAR 2023 BUILDOUT - - TWO WAY STOP CONTROLLED YEAR 2023 BUILDOUT - TWO-WAY STOP CONTROL PM Mid-day weekday YEAR 2023 BUILDOUT - TWO WAY STOP CONTROLLED YEAR 2023 BUILDOUT - SIGNALIZED 123297 TENANT 13,600 SF TENANT 23,500 SF UTIL.100SFT FIGURE 16 Phone (952) 937-5150 12701 Whitewater Drive, Suite 300 Minnetonka, MN 55343 WEST VILLAGE REDEVELOPMENT - CHANHASSEN, MN 124298 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 32 | Confidential and Proprietary. TBPLS Firm #10074302 6.0 Fast Food Drive-Through Queue Analysis The methodologies outlined in the attached TIA for a Chick-fil-A restaurant with a drive-through lane in Fircrest, Washington (see Appendix E) were used for the purpose of estimating the anticipated drive-through storage needs. Please note that this is a conservative methodology – an intense restaurant use such as a Chick-fil-A is not anticipated for the West Village Redevelopment project at this time. The average queue storage length was calculated using the following equation for a M/M/1 queue model: L = Average Queue Length (veh) = 𝜌2 1−𝜌 where λ = Average Arrival Rate (veh/min), μ= Average Departure Rate (veh/min) = ((1 veh/service time (sec)) * (60 sec/min)), and ρ = λ / μ The 95th Percentile Queue Length (veh) is calculated as a function of the Average Queue Length (L) with the following equation from Paper No. 01-2019 of Transportation Research Record 1776 (see Appendix E). 𝐿95%=1.3𝐿+2.1√𝐿+ 𝐿 𝐿+4.6 where L = Average Queue Length (veh) The future drive-through queue calculations for this restaurant are listed in Table 8. It is assumed that all the total vehicles that are anticipated to arrive during the AM and PM peak hours with the use of Fast-Food Restaurant with Drive-Through (ITE Land Use Code 934) will use the drive-through lane. Service time is defined as the amount of time that a vehicle spends at the window completing a transaction and receiving their order and the “move up” time. This includes time to pay, time to receive the food order, and the time for the next vehicle to move up to the pick-up window. A 30- second average service time is assumed for normal conditions during the AM and PM peak hour. Table 8 –Future Drive-Through Queue Calculations Peak Hour 100% of vehicles arriving Time Period (min) λ Average Arrival Rate (veh/min) Service Time (sec) μ Average Departure Rate (veh/min) ρ = λ / μ Average Queue Length (veh) 95th Percentile Queue Length (veh) AM 82 60 1.37 30 2.00 0.683 1 5 PM 62 60 1.03 30 2.00 0.517 1 2 125299 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 33 | Confidential and Proprietary. TBPLS Firm #10074302 The project site plan included in Appendix I illustrates an anticipated drive-through queue storage of 14 vehicles. Therefore, the proposed on-site drive-through queue storage of 14 vehicles is sufficient for the anticipated largest 95th percentile queue length of 5 vehicles. 126300 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 34 | Confidential and Proprietary. TBPLS Firm #10074302 7.0 Parking Analysis Aerial reconnaissance of the West Village Center/Lunds & Byerly’s parking lot was performed during the AM, Mid-Day, and PM peak hours on Thursday, September 8, 2022 and during the Mid-Day peak hour on Saturday, September 10, 2022. Figure 17 illustrates the number of parking spaces on the current lot configuration. Figure 17 – West Village Center Lunds & Byerly’s Parking Lot (Existing) There are currently a total of 558 available parking spaces in the West Village Center Lunds & Byerly’s Parking Lot. Of that total, the number of spaces available in each Parking Area are listed below: • West Lot – 248 spaces • East Lot – 199 spaces • Online Pickup Lot – 50 spaces • FedEx Lot – 40 spaces • Northwest Lot – 21 spaces Aerial photos were taken every 15 minutes during the AM, Mid-Day, and PM peak hours on Thursday, September 8, 2022 and during the Mid-Day peak hour on Saturday, September 10, 2022. Table 9 illustrates the peak percentages of parking spaces in the West and East Lots. Parking Lot Occupancy Data is included in Appendix F. 127301 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 35 | Confidential and Proprietary. TBPLS Firm #10074302 Table 9 –Parking Lot Peak Occupancy Percentages West Lot East Lot Thursday AM 14.11% 10.05% Thursday Mid-Day 35.48% 25.13% Thursday PM 27.82% 21.11% Saturday Mid-Day 38.31% 29.15% The highest total occupancy in the West and East Lots (147 spaces occupied) occurs from 11:45 am to 12:00 pm on Saturday, September 10, 2022. This represents a total of 33% of available spaces. Under the development plan, there will be a total of 521 available parking spaces in the West Village Center Lunds & Byerly’s Parking Lot. Of that total, the number of spaces available in each Parking Area are listed below (see Figure 18): • West Lot – 214 spaces • East Lot – 196 spaces • Online Pickup Lot – 50 spaces • FedEx Lot – 40 spaces • Northwest Lot – 21 spaces Figure 18 – West Village Center Lunds & Byerly’s Parking Lot (Proposed) 128302 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 36 | Confidential and Proprietary. TBPLS Firm #10074302 There were 95 occupied spaces at peak occupancy (11:45 – 12:00 p.m. on Saturday, September 10, 2022). The land uses in the proposed building are anticipated to require 63 spaces (see Parking Summary in Appendix I). The total anticipated parking demand of 158 spaces (i.e., 95 + 63) are expected to be accommodated by the 214 spaces in the West Lot. This anticipated demand is also expected to consist of third-party food delivery vehicles, on-line and individual carry-out/pick-up service vehicles, and drive-thru vehicles that may need to wait longer for food. 8.0 Downtown Vision Plan Analysis Page 8 of the Downtown Chanhassen Vision Update (see Appendix G) defines the following vision for Downtown Chanhassen: Downtown Chanhassen is the focus for commercial exchange, cultural expression, social interaction and community education, enriching the lives of residents while presenting an appealing and recognizable image to the large and growing Upper Midwest Population it serves. It is a downtown which incorporates and maintains elements of the past, such as it’s historical and natural features, possesses a “small town” atmosphere and entertainment focus, but is planned to be adaptable to change – changes in technology, changes in service deliveries, changes in retailing and entertainment. It is a downtown designed for the future while satisfying the needs of today, one which maintains a strong sense of community focus and orientation, one which fosters convenience, one which maintains a pedestrian scale and emphasizes people movement while providing the full range of transit options. It is a downtown which encourages human interaction, one which mixes uses (retail, cultural, entertainment, housing, education and recreation) to make prudent and efficient use of space, one which meets and is adaptable to current retailing standards and is financially successful. Two of the “Guiding Principles for Downtown” listed on Page 9 of the Downtown Chanhassen Vision Update that are related to transportation include defining the pedestrian network and elevating the pedestrian realm. The placement of the proposed building close to the existing northern sidewalk along West 78th Street promotes walkability. Enhancing connectivity is another desired factor Downtown Vision Plan Update has in mind. The implementation of this project enhances such connectivity by attracting both local and visitors to the area - its proximity to the Urban Village/Town Center area allows further connectivity between districts which would vitalize the street with pedestrians. A proposed sidewalk will connect pedestrians to the proposed building from the existing driveway entrance at West 78th Street (Intersection #2) (see Appendix I). It should also be noted that the West Village Center Redevelopment does not alter the enhanced streetscape/public realm and access locations depicted on page 11 of the Downtown Chanhassen Vision Update. Therefore, this project is compliant with the Downtown Chanhassen Vision Plan. The proposed project is not expected to adversely affect any bus/paratransit services that are offered by SouthWest Transit. 129303 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 37 | Confidential and Proprietary. TBPLS Firm #10074302 Figure 19 – Excerpt from Downtown Chanhassen Vision Plan Update 130304 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 38 | Confidential and Proprietary. TBPLS Firm #10074302 9.0 Crash Analysis Crash data was requested for the five (5) study intersections identified in Section 3.4 from the City of Chanhassen for the most recent five-year reporting period. The crash data received from the City of Chanhassen is included in Appendix H and is summarized in Table 10. Table 10 – Crash Data Summary 2018-2022 Intersection Total Collisions Property Damage Only Minor Injury Serious Injury Fatality West 78th Street @ Target Entrance 7 6 1 0 0 West 78th Street @ FedEx Driveway 2 2 0 0 0 West 78th Street @ Lunds & Byerlys Driveway 2 1 1 0 0 West 78th Street @ Kerber Boulevard 9 5 4 0 0 Kerber Boulevard @ Lunds & Byerlys Driveway 1 1 0 0 0 TOTAL 21 15 6 0 0 A total of 21 crashes were recorded in the project area during the most recent five-year period. Of those 21 crashes, 15 crashes (71%) were property damage only crashes, and 6 crashes (29%) were minor injury crashes. Most of the collisions (42%) occurred in the intersections of 78th Street and Kerber Boulevard followed by the intersection of 78th Street and Target Entrance (33%). The detailed crash report data from Appendix H suggests that the majority of the collisions occurred due to human factors such as running a red light, failing to yield right-of-way, distracted driving, and improper turning/merging or failing to keep in proper lane. Since most of the collisions were a result of human behavior, no safety improvements are recommended as part of this project. 131305 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 39 | Confidential and Proprietary. TBPLS Firm #10074302 10.0 Conclusions and Recommendations All intersections are anticipated to operate with acceptable LOS in the AM and PM peak hours with the following notable exceptions: • Intersection 1: West 78th Street and Target Entrance There is an overall intersection LOS of D or better for both the AM and PM peak hours for each scenario with signal control. However, the minor street traffic movements are expected to perform poorly. It is recommended that the City of Chanhassen should observe and retime the traffic signal (if necessary) at this intersection to improve operations as development continues in the area. • Intersection 4: West 78th Street and Kerber Boulevard There is an overall intersection LOS of D or better for both the AM and PM peak hours for each scenario with signal control. However, the minor street traffic movements are expected to perform poorly. It is recommended that the City of Chanhassen should observe and retime the traffic signal (if necessary) at this intersection to improve operations as development continues in the area. All impacted left turn storage bays are anticipated to have adequate storage for Year 2023 Project Buildout Scenario. The proposed on-site drive-through queue storage is sufficient for anticipated demand. The total anticipated parking demand of 158 spaces (i.e., 95 + 63) are expected to be accommodated by the 214 spaces in the West Lot. This anticipated demand is also expected to consist of third-party food delivery vehicles, on-line and individual carry-out/pick-up service vehicles, and drive-thru vehicles that may need to wait longer for food. Two of the “Guiding Principles for Downtown” in the Downtown Chanhassen Vision Update that are related to transportation include defining the pedestrian network and elevating the pedestrian realm. The placement of the proposed building close to the existing northern sidewalk along West 78th Street promotes walkability. Enhancing connectivity is another desired factor Downtown Vision Plan Update has in mind. The implementation of this project enhances such connectivity by attracting both local and visitors to the area - its proximity to the Urban Village/Town Center area allows further connectivity between districts which would vitalize the street with pedestrians. A proposed sidewalk will connect pedestrians to the proposed building from the existing driveway entrance at West 78th Street. It should also be noted that the West Village Center Redevelopment does not alter the enhanced streetscape/public realm and access locations depicted on page 11 of the Downtown Chanhassen Vision Update. Therefore, this project is compliant with the Downtown Chanhassen Vision Plan. The proposed project is not expected to adversely affect any bus/paratransit services that are offered by SouthWest Transit. 132306 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota 40 | Confidential and Proprietary. TBPLS Firm #10074302 A total of 21 crashes were recorded in the five study intersections: West 78 th Street and Target Entrance (#1), West 78th Street and FedEx Driveway (#2), West 78th Street and Lunds and Byerlys driveway (#3), West 78th Street and Kerber Boulevard (#4), and Kerber Boulevard and Lunds and Byerlys driveway (#5) during the most recent five-year period. Of those 21 crashes, 15 crashes (71%) were property damage only crashes, and 6 crashes (29%) were minor injury crashes. The majority of the crashes occurred in the intersection of West 78th Street and Kerber Boulevard (42%). Since most of the collisions were a result of human behavior, no safety improvements are recommended as part of this project. 133307 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX A Existing Peak Hour Traffic Count Data 134308 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911001 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 25 85 9 0 16 177 69 18 168 172 0.830.83 142 287 46 8 207 24 0 19 54 43 Peak-Hour: 8:00 AM -- 9:00 AMPeak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:45 AM -- 9:00 AMPeak 15-Min: 8:45 AM -- 9:00 AM 12 3.5 11.1 0 12.5 7.3 4.3 0 6.5 7 7.7 5.6 2.2 0 6.8 4.2 0 0 1.9 2.3 6 0 1 1 0 0 0 0 0 0 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Target Dwy Target Dwy (Northbound)(Northbound) Target Dwy Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 1 0 1 0 3 0 3 0 4 31 4 0 3 18 3 0 71 7:15 AM 4 1 1 0 5 0 1 0 13 39 4 0 0 18 4 0 90 7:30 AM 2 0 2 0 2 0 1 0 12 46 8 0 2 35 1 0 111 7:45 AM 5 0 2 0 0 0 4 0 10 55 14 0 1 63 1 0 155 427 8:00 AM 4 0 5 0 1 0 2 0 9 39 9 0 1 38 2 0 110 466 8:15 AM 4 0 6 0 3 0 2 0 16 42 10 1 3 33 5 0 125 501 8:30 AM 7 0 4 0 6 0 2 0 17 42 11 0 1 37 3 0 130 520 8:45 AM 9 0 4 0 6 0 3 0 25 49 16 1 3 34 8 0 158 523 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 36 0 16 0 24 0 12 0 100 196 64 4 12 136 32 0 632 Heavy Trucks 4 0 0 4 0 0 4 0 4 0 8 0 24 Buses Pedestrians 0 8 0 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 135309 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911002 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 86 105 38 13 35 529 77 21 388 275 0.910.91 290 570 218 77 432 199 9 121 307 329 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:15 PM -- 12:30 PMPeak 15-Min: 12:15 PM -- 12:30 PM 1.2 1 0 0 2.9 1.9 0 0 1.8 2.5 2.1 1.9 1.8 1.3 2.5 2 11.1 2.5 1.6 2.4 1 0 0 3 0 0 0 0 0 1 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Target Dwy Target Dwy (Northbound)(Northbound) Target Dwy Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 19 3 8 0 2 2 5 0 16 51 30 1 15 62 8 0 222 11:15 AM 34 0 9 0 9 4 12 0 26 52 36 0 14 73 8 0 277 11:30 AM 37 4 18 0 9 4 12 0 18 63 58 0 9 62 8 0 302 11:45 AM 52 3 25 0 14 6 12 0 23 74 39 1 14 49 9 0 321 1122 12:00 PM 46 2 27 0 11 3 7 0 12 80 60 0 22 82 3 1 356 1256 12:15 PM 50 3 38 0 5 2 13 0 20 67 70 1 22 83 2 0 376 1355 12:30 PM 51 1 31 0 5 2 6 0 20 54 49 0 18 76 7 0 320 1373 12:45 PM 44 2 20 0 4 0 10 0 25 55 39 0 14 85 7 0 305 1357 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 200 12 152 0 20 8 52 0 80 268 280 4 88 332 8 0 1504 Heavy Trucks 0 4 0 0 0 0 0 4 4 0 4 0 16 Buses Pedestrians 4 0 0 0 4 Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 136310 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911003 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 95 104 59 10 26 665 81 14 487 293 0.890.89 430 532 158 43 380 175 10 61 211 246 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 1.1 1 1.7 0 0 0.9 1.2 0 0.8 1.4 0.7 0.9 0 2.3 1.3 1.1 0 1.6 0.5 1.2 1 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Target Dwy Target Dwy (Northbound)(Northbound) Target Dwy Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 29 0 14 0 12 2 11 0 25 69 27 0 11 92 7 0 299 4:15 PM 34 1 13 0 6 1 9 0 31 67 40 1 7 95 4 0 309 4:30 PM 39 3 13 0 6 3 16 0 24 69 35 0 11 100 4 0 323 4:45 PM 48 3 15 0 10 3 12 0 16 75 32 0 11 107 4 0 336 1267 5:00 PM 44 3 12 0 6 3 13 0 16 63 36 0 10 112 3 0 321 1289 5:15 PM 44 1 21 0 4 1 18 0 24 86 55 1 11 111 3 0 380 1360 5:30 PM 44 0 17 0 4 0 9 0 10 77 46 1 10 84 1 0 303 1340 5:45 PM 45 1 12 0 3 4 4 0 20 60 51 0 12 76 2 0 290 1294 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 176 4 84 0 16 4 72 0 96 344 220 4 44 444 12 0 1520 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 4 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 8 0 0 0 0 8 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 137311 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911004 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Sat, Sep 10 2022 94 121 50 10 34 563 84 24 442 253 0.930.93 372 519 182 46 366 140 14 78 237 232 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:15 PM -- 12:30 PMPeak 15-Min: 12:15 PM -- 12:30 PM 0 0 0 0 0 0.7 0 0 0.2 0.8 0.3 0.6 0.5 0 0.5 2.1 0 0 0.4 1.3 0 0 2 2 0 1 0 0 0 2 5 1 0 1 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Target Dwy Target Dwy (Northbound)(Northbound) Target Dwy Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 37 2 15 0 8 0 14 0 25 70 43 1 5 79 5 0 304 11:15 AM 38 0 12 0 8 4 10 0 14 79 39 0 9 106 7 1 327 11:30 AM 33 0 12 0 7 2 7 0 29 81 42 0 6 71 7 0 297 11:45 AM 36 1 17 0 12 3 7 0 32 60 40 0 10 85 5 0 308 1236 12:00 PM 30 5 15 0 9 2 12 0 16 70 45 0 13 109 9 0 335 1267 12:15 PM 39 5 26 0 9 4 15 0 24 62 52 1 15 92 2 0 346 1286 12:30 PM 35 3 20 0 4 1 16 0 11 61 45 0 7 86 8 1 298 1287 12:45 PM 39 4 24 0 8 3 8 0 15 72 41 0 12 52 4 0 282 1261 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 156 20 104 0 36 16 60 0 96 248 208 4 60 368 8 0 1384 Heavy Trucks 4 0 0 0 0 0 0 0 0 0 4 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 8 0 0 4 0 12 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 138312 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: FedEx/Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911005 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 17 20 12 3 2 190 13 6 208 173 0.860.86 163 202 16 39 201 15 1 23 55 39 Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 5.9 10 8.3 0 0 7.4 7.7 16.7 6.7 9.2 8 8.4 0 0 9 0 0 8.7 0 5.1 4 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At FedEx/Target Dwy FedEx/Target Dwy (Northbound)(Northbound) FedEx/Target Dwy FedEx/Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 1 0 1 0 0 0 3 0 4 28 3 0 2 20 0 0 62 7:15 AM 1 1 3 0 0 0 2 0 2 38 4 0 3 19 0 0 73 7:30 AM 0 1 9 0 0 1 1 0 3 46 2 0 6 37 0 0 106 7:45 AM 2 0 3 0 0 1 2 0 3 53 1 0 7 60 2 1 135 376 8:00 AM 3 0 6 0 1 0 3 0 4 37 4 0 7 36 1 1 103 417 8:15 AM 5 1 7 0 1 1 3 0 3 39 7 0 8 35 2 0 112 456 8:30 AM 5 0 7 0 0 1 4 0 3 44 4 0 14 32 1 1 116 466 8:45 AM 0 1 12 0 2 1 2 0 7 44 6 0 10 44 2 0 131 462 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 8 0 12 0 0 4 8 0 12 212 4 0 28 240 8 4 540 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 20 4 36 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 4 0 0 0 4 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 139313 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: FedEx/Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911006 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 61 68 43 5 13 388 46 11 434 348 0.930.93 331 426 32 92 429 14 11 67 128 92 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:00 PM -- 12:15 PMPeak 15-Min: 12:00 PM -- 12:15 PM 0 1.5 0 0 0 2.1 2.2 0 2.5 3.2 2.4 2.8 0 3.3 3 0 0 3 2.3 2.2 1 0 0 2 0 0 0 0 0 2 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At FedEx/Target Dwy FedEx/Target Dwy (Northbound)(Northbound) FedEx/Target Dwy FedEx/Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 10 4 21 0 7 4 8 0 14 36 10 0 12 67 6 1 200 11:15 AM 8 1 12 0 1 2 10 0 8 66 2 0 17 79 2 1 209 11:30 AM 2 0 18 0 3 2 15 0 10 71 7 0 28 61 5 2 224 11:45 AM 3 4 15 0 4 3 7 0 13 95 9 0 21 62 4 0 240 873 12:00 PM 6 1 18 0 2 0 12 0 14 94 11 0 22 89 2 1 272 945 12:15 PM 1 4 17 0 3 1 11 0 8 95 6 0 22 97 3 0 268 1004 12:30 PM 4 2 17 0 4 1 13 0 11 64 6 0 26 83 2 0 233 1013 12:45 PM 11 1 16 0 1 1 8 0 7 69 5 0 23 86 3 0 231 1004 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 24 4 72 0 8 0 48 0 56 376 44 0 88 356 8 4 1088 Heavy Trucks 0 0 0 0 0 0 0 20 0 8 4 0 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 140314 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: FedEx/Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911007 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 84 59 54 11 19 484 33 21 527 307 0.940.94 404 376 36 102 401 26 5 73 147 104 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 4:45 PM -- 5:00 PMPeak 15-Min: 4:45 PM -- 5:00 PM 1.2 0 0 0 5.3 0.8 0 0 0.8 2 1 1.6 0 0 1.7 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 1 0 1 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At FedEx/Target Dwy FedEx/Target Dwy (Northbound)(Northbound) FedEx/Target Dwy FedEx/Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 6 0 22 0 4 0 20 0 13 73 10 0 19 85 6 0 258 4:15 PM 4 2 22 0 7 1 8 0 10 68 9 0 29 96 8 0 264 4:30 PM 3 2 16 0 5 4 15 0 8 70 11 0 26 94 8 0 262 4:45 PM 6 0 22 0 3 2 13 0 13 74 13 0 32 104 6 1 289 1073 5:00 PM 9 2 15 0 7 1 15 0 5 67 7 0 26 101 6 0 261 1076 5:15 PM 8 1 20 0 4 4 11 0 7 96 5 0 16 105 1 1 279 1091 5:30 PM 7 0 19 0 4 2 7 0 9 84 8 0 27 84 5 1 257 1086 5:45 PM 7 2 20 0 3 0 5 0 13 58 4 0 24 75 2 3 216 1013 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 24 0 88 0 12 8 52 0 52 296 52 0 128 416 24 4 1156 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 8 0 12 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 141315 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: FedEx/Target Dwy -- W 78th St QC JOB #: QC JOB #: 15911008 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Sat, Sep 10 2022 68 50 44 7 17 446 32 11 506 299 0.920.92 375 370 39 120 428 27 7 106 160 140 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:00 PM -- 12:15 PMPeak 15-Min: 12:00 PM -- 12:15 PM 0 0 0 0 0 0.4 0 0 0.6 0.3 0.5 0.3 0 0.8 0.2 0 0 0 0.6 0 2 0 2 0 0 0 0 0 0 2 3 0 2 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At FedEx/Target Dwy FedEx/Target Dwy (Northbound)(Northbound) FedEx/Target Dwy FedEx/Target Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 13 3 20 0 2 1 10 0 7 79 9 0 34 66 3 2 249 11:15 AM 10 1 21 0 2 1 11 0 5 87 8 0 18 100 3 2 269 11:30 AM 5 1 26 0 3 0 6 0 7 83 10 0 22 73 1 1 238 11:45 AM 8 2 24 0 3 2 12 0 8 69 14 0 23 85 4 1 255 1011 12:00 PM 12 1 28 0 6 1 11 0 6 76 8 0 33 107 2 3 294 1056 12:15 PM 2 2 24 0 4 2 10 0 11 80 7 0 26 98 4 1 271 1058 12:30 PM 5 2 30 0 4 2 11 0 7 74 10 0 32 85 1 1 264 1084 12:45 PM 9 1 25 0 0 2 11 0 12 82 9 0 30 50 3 1 235 1064 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 48 4 112 0 24 4 44 0 24 304 32 0 132 428 8 12 1176 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 0 0 4 Buses Pedestrians 0 0 0 4 4 Bicycles 0 0 0 0 0 0 0 0 0 4 0 0 4 Scooters Comments: Report generated on 9/20/2022 2:26 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 142316 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Lunds & Byerly’s Dwy -- W 78th St QC JOB #: QC JOB #: 15911009 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 13 20 13 0 0 211 0 20 218 203 0.800.80 198 203 0 0 203 0 0 0 0 0 Peak-Hour: 7:45 AM -- 8:45 AMPeak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 15.4 5 15.4 0 0 7.1 0 5 6.4 7.9 6.6 7.9 0 0 7.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Northbound)(Northbound) Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 0 0 0 0 0 0 1 0 0 32 0 0 0 21 6 0 60 7:15 AM 0 0 0 0 0 0 0 0 0 41 0 0 0 24 1 0 66 7:30 AM 0 0 0 0 0 0 4 0 0 54 0 0 0 38 2 0 98 7:45 AM 0 0 0 0 0 0 3 0 0 57 0 0 0 71 5 0 136 360 8:00 AM 0 0 0 0 0 0 4 0 0 45 0 0 0 41 5 0 95 395 8:15 AM 0 0 0 0 0 0 3 0 0 49 0 0 0 41 6 0 99 428 8:30 AM 0 0 0 0 0 0 3 0 0 52 0 0 0 45 4 0 104 434 8:45 AM 0 0 0 0 0 0 4 0 0 58 0 0 0 52 0 0 114 412 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 0 0 12 0 0 228 0 0 0 284 20 0 544 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 20 0 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 143317 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Lunds & Byerly’s Dwy -- W 78th St QC JOB #: QC JOB #: 15911010 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 64 47 64 0 0 455 0 47 438 402 0.910.91 391 402 0 0 402 0 0 0 0 0 Peak-Hour: 12:00 PM -- 1:00 PMPeak-Hour: 12:00 PM -- 1:00 PM Peak 15-Min: 12:15 PM -- 12:30 PMPeak 15-Min: 12:15 PM -- 12:30 PM 1.6 0 1.6 0 0 2.6 0 0 2.5 2 2.8 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Northbound)(Northbound) Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 0 0 0 0 0 0 8 0 0 69 0 0 0 72 14 0 163 11:15 AM 0 0 0 0 0 0 13 0 0 77 0 0 0 88 6 0 184 11:30 AM 0 0 0 0 0 0 13 0 0 94 0 0 0 83 13 0 203 11:45 AM 0 0 0 0 0 0 3 0 0 114 0 0 0 84 6 0 207 757 12:00 PM 0 0 0 0 0 0 13 0 0 114 0 0 0 98 11 0 236 830 12:15 PM 0 0 0 0 0 0 10 0 0 116 0 0 0 113 8 0 247 893 12:30 PM 0 0 0 0 0 0 15 0 0 82 0 0 0 96 16 0 209 899 12:45 PM 0 0 0 0 0 0 26 0 0 90 0 0 0 84 12 0 212 904 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 0 0 40 0 0 464 0 0 0 452 32 0 988 Heavy Trucks 0 0 0 0 0 4 0 12 0 0 12 0 28 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 144318 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Lunds & Byerly’s Dwy -- W 78th St QC JOB #: QC JOB #: 15911011 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 53 33 53 0 0 525 0 33 505 420 0.940.94 472 420 0 0 420 0 0 0 0 0 Peak-Hour: 4:45 PM -- 5:45 PMPeak-Hour: 4:45 PM -- 5:45 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 0 3 0 0 0 1 0 3 1.2 1 1.1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Northbound)(Northbound) Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 0 0 0 0 0 9 0 0 109 0 0 0 98 13 0 229 4:15 PM 0 0 0 0 0 0 12 0 0 90 0 0 0 126 9 0 237 4:30 PM 0 0 0 0 0 0 12 0 0 90 0 0 0 115 9 0 226 4:45 PM 0 0 0 0 0 0 15 0 0 104 0 0 0 131 9 0 259 951 5:00 PM 0 0 0 0 0 0 10 0 0 91 0 0 0 123 7 0 231 953 5:15 PM 0 0 0 0 0 0 17 0 0 118 0 0 0 116 9 0 260 976 5:30 PM 0 0 0 0 0 0 11 0 0 107 0 0 0 102 8 0 228 978 5:45 PM 0 0 0 0 0 0 12 0 0 84 0 0 0 85 12 0 193 912 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 0 0 68 0 0 472 0 0 0 464 36 0 1040 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 8 0 12 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 145319 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Lunds & Byerly’s Dwy -- W 78th St QC JOB #: QC JOB #: 15911012 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Sat, Sep 10 2022 52 42 52 0 0 494 0 42 484 428 0.920.92 442 428 0 0 428 0 0 0 0 0 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:00 PM -- 12:15 PMPeak 15-Min: 12:00 PM -- 12:15 PM 0 0 0 0 0 0.8 0 0 0.8 0.9 0.9 0.9 0 0 0.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Northbound)(Northbound) Lunds & Byerly’s Dwy Lunds & Byerly’s Dwy (Southbound)(Southbound) W 78th StW 78th St (Eastbound)(Eastbound) W 78th StW 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 0 0 0 0 0 0 14 0 0 95 0 0 0 89 14 0 212 11:15 AM 0 0 0 0 0 0 15 0 0 105 0 0 0 111 8 0 239 11:30 AM 0 0 0 0 0 0 12 0 0 115 0 0 0 75 14 0 216 11:45 AM 0 0 0 0 0 0 4 0 0 103 0 0 0 108 7 0 222 889 12:00 PM 0 0 0 0 0 0 17 0 0 112 0 0 0 123 10 0 262 939 12:15 PM 0 0 0 0 0 0 14 0 0 105 0 0 0 117 8 0 244 944 12:30 PM 0 0 0 0 0 0 17 0 0 108 0 0 0 94 17 0 236 964 12:45 PM 0 0 0 0 0 0 7 0 0 112 0 0 0 70 12 0 201 943 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 0 0 68 0 0 448 0 0 0 492 40 0 1048 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 146320 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- W 78th St QC JOB #: QC JOB #: 15911013 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 230 113 17 15 198 209 20 83 290 156 0.830.83 178 205 29 29 366 14 10 11 72 35 Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 0.9 8 0 0 1 6.7 20 4.8 5.9 5.1 7.3 8.3 17.2 0 3 7.1 10 9.1 6.9 8.6 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) W 78th St W 78th St (Eastbound)(Eastbound) W 78th St W 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 0 1 1 0 50 2 5 0 4 27 1 0 2 22 6 0 121 7:15 AM 0 2 0 0 42 3 2 0 4 34 3 0 2 23 10 0 125 7:30 AM 1 3 0 0 60 4 4 0 4 44 6 0 5 35 22 0 188 7:45 AM 6 3 2 0 60 1 9 0 5 43 9 0 8 61 21 1 229 663 8:00 AM 4 1 4 0 43 4 2 0 5 32 8 0 7 40 16 0 166 708 8:15 AM 3 3 5 0 35 6 2 0 6 37 6 0 8 42 24 0 177 760 8:30 AM 6 6 6 0 41 2 5 0 5 40 7 0 5 38 22 0 183 755 8:45 AM 2 3 4 0 45 3 5 0 6 49 3 0 4 45 25 0 194 720 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 24 12 8 0 240 4 36 0 20 172 36 0 32 244 84 4 916 Heavy Trucks 4 0 0 0 0 0 0 12 0 0 16 4 36 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 147321 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- W 78th St QC JOB #: QC JOB #: 15911014 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 248 268 36 23 189 432 37 197 571 346 0.950.95 339 426 43 35 570 57 34 33 99 124 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:15 PM -- 12:30 PMPeak 15-Min: 12:15 PM -- 12:30 PM 4 1.9 5.6 8.7 3.2 2.5 0 2.5 2.5 2.3 1.5 2.8 9.3 11.4 3 7 0 9.1 10.1 5.6 2 2 2 4 0 0 2 0 0 1 0 0 0 1 1 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) W 78th St W 78th St (Eastbound)(Eastbound) W 78th St W 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 9 6 16 0 37 2 10 0 8 58 3 0 10 67 27 0 253 11:15 AM 10 9 9 0 39 4 11 0 3 62 12 0 5 73 40 0 277 11:30 AM 7 5 8 0 46 4 10 0 9 78 7 0 3 79 39 1 296 11:45 AM 11 6 9 0 51 6 8 0 11 95 8 0 6 71 43 0 325 1151 12:00 PM 13 5 4 0 44 3 4 0 9 91 14 0 5 92 55 1 340 1238 12:15 PM 22 9 10 0 32 11 13 0 12 93 11 0 15 86 47 1 362 1323 12:30 PM 11 14 10 0 62 3 11 0 5 67 10 0 7 90 52 0 342 1369 12:45 PM 11 8 10 0 45 5 8 0 8 71 11 0 18 77 51 1 324 1368 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 88 36 40 0 128 44 52 0 48 372 44 0 60 344 188 4 1448 Heavy Trucks 0 0 4 4 0 4 0 4 8 4 8 8 44 Buses Pedestrians 4 0 4 0 8 Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 148322 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- W 78th St QC JOB #: QC JOB #: 15911015 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 291 377 53 19 219 519 37 298 744 339 0.960.96 420 403 27 26 588 45 43 30 72 118 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 1.7 0.3 1.9 0 1.8 1 0 0 0.7 0.9 1 1.5 11.1 3.8 1.2 0 2.3 0 5.6 0.8 1 0 0 0 0 1 1 0 0 2 2 0 0 0 0 1 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) W 78th St W 78th St (Eastbound)(Eastbound) W 78th St W 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 8 14 10 0 50 3 17 0 11 92 6 0 5 86 70 0 372 4:15 PM 12 9 7 0 66 4 11 0 4 81 5 0 7 112 74 1 393 4:30 PM 10 11 10 0 54 4 9 0 5 78 7 0 7 105 73 0 373 4:45 PM 13 14 8 0 53 6 18 0 8 90 6 0 6 109 74 0 405 1543 5:00 PM 9 7 5 0 56 2 12 0 11 71 9 0 7 109 74 0 372 1543 5:15 PM 13 11 7 0 56 7 14 0 12 100 5 1 6 97 77 0 406 1556 5:30 PM 8 8 7 0 49 0 8 0 17 85 5 0 3 94 66 0 350 1533 5:45 PM 10 4 1 0 49 0 8 0 6 75 3 0 4 79 65 0 304 1432 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 52 44 28 0 224 28 56 0 48 400 20 4 24 388 308 0 1624 Heavy Trucks 0 4 0 4 0 4 0 0 4 4 4 0 24 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 8 0 0 4 0 12 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 149323 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- W 78th St QC JOB #: QC JOB #: 15911016 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Sat, Sep 10 2022 342 332 85 18 239 484 54 248 632 342 0.930.93 359 424 28 25 605 40 30 17 64 87 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:15 PM -- 12:30 PMPeak 15-Min: 12:15 PM -- 12:30 PM 0.6 0.6 2.4 0 0 0.8 0 0.8 0.6 0 0.6 0 0 0 0 0 0 0 0 0 7 0 3 0 0 0 0 0 1 1 1 0 0 1 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) W 78th St W 78th St (Eastbound)(Eastbound) W 78th St W 78th St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 8 6 6 0 72 5 20 0 14 73 9 0 8 75 47 0 343 11:15 AM 15 13 7 0 67 10 15 0 6 93 7 0 7 89 59 1 389 11:30 AM 5 11 9 0 65 4 9 0 17 83 16 0 5 75 47 1 347 11:45 AM 7 6 3 0 50 2 11 0 11 83 8 0 3 97 62 2 345 1424 12:00 PM 10 7 8 0 64 6 36 0 15 89 8 0 3 87 49 2 384 1465 12:15 PM 10 8 6 0 72 7 24 0 17 84 3 0 7 91 70 2 401 1477 12:30 PM 13 9 0 0 53 3 14 0 11 86 9 0 5 84 67 1 355 1485 12:45 PM 4 6 3 0 45 4 12 0 10 91 10 0 3 66 50 2 306 1446 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 40 32 24 0 288 28 96 0 68 336 12 0 28 364 280 8 1604 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 4 4 8 Buses Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 150324 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- Lunds & Byerly’s Dwy QC JOB #: QC JOB #: 15911017 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 209 84 4 205 0 32 6 0 0 0 0.860.86 0 28 22 0 0 29 78 0 228 107 Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM 1.9 7.1 0 2 0 9.4 0 0 0 0 0 0 0 0 0 10.3 7.7 0 1.8 8.4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Eastbound)(Eastbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 5 5 0 0 0 50 3 0 1 0 7 0 0 0 0 0 71 7:15 AM 1 15 0 0 0 47 0 0 0 0 4 0 0 0 0 0 67 7:30 AM 12 16 0 0 0 60 2 0 1 0 3 0 0 0 0 0 94 7:45 AM 7 20 0 0 0 63 1 0 1 0 8 0 0 0 0 0 100 332 8:00 AM 4 19 0 0 0 45 0 0 3 0 6 0 0 0 0 0 77 338 8:15 AM 5 23 0 1 0 37 1 0 1 0 5 0 0 0 0 0 73 344 8:30 AM 12 22 0 0 0 33 0 0 2 0 8 0 0 0 0 0 77 327 8:45 AM 12 21 0 0 0 39 2 0 3 0 14 0 0 0 0 0 91 318 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 28 80 0 0 0 252 4 0 4 0 32 0 0 0 0 0 400 Heavy Trucks 4 0 0 0 0 0 0 0 0 0 0 0 4 Buses Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 151325 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- Lunds & Byerly’s Dwy QC JOB #: QC JOB #: 15911018 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 157 178 22 135 0 114 12 0 0 0 0.820.82 0 108 96 0 0 92 166 0 231 258 Peak-Hour: 12:00 PM -- 1:00 PMPeak-Hour: 12:00 PM -- 1:00 PM Peak 15-Min: 12:30 PM -- 12:45 PMPeak 15-Min: 12:30 PM -- 12:45 PM 1.3 2.2 0 1.5 0 0 0 0 0 0 0 1.9 2.1 0 0 0 2.4 0 1.7 1.6 11 3 3 0 0 2 0 0 0 0 0 0 0 1 1 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Eastbound)(Eastbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 13 24 0 0 0 28 3 0 4 0 15 0 0 0 0 0 87 11:15 AM 16 32 0 0 0 35 7 0 7 0 13 0 0 0 0 0 110 11:30 AM 17 27 0 0 0 37 5 0 2 0 17 0 0 0 0 0 105 11:45 AM 19 37 0 0 0 36 2 0 6 0 21 0 0 0 0 0 121 423 12:00 PM 24 41 0 0 0 24 2 0 1 0 21 0 0 0 0 0 113 449 12:15 PM 21 42 0 0 0 32 6 0 1 0 21 0 0 0 0 0 123 462 12:30 PM 20 45 0 0 0 51 11 0 3 0 30 0 0 0 0 0 160 517 12:45 PM 27 38 0 0 0 28 3 0 7 0 24 0 0 0 0 0 127 523 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 80 180 0 0 0 204 44 0 12 0 120 0 0 0 0 0 640 Heavy Trucks 0 0 0 0 8 0 0 0 4 0 0 0 12 Buses Pedestrians 0 12 0 8 20 Bicycles 4 4 0 0 4 0 0 0 0 0 0 0 12 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 152326 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- Lunds & Byerly’s Dwy QC JOB #: QC JOB #: 15911019 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Thu, Sep 8 2022 184 276 19 165 0 124 23 0 0 0 0.940.94 0 125 102 0 0 105 253 0 267 358 Peak-Hour: 4:30 PM -- 5:30 PMPeak-Hour: 4:30 PM -- 5:30 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 1.6 0 0 1.8 0 0.8 0 0 0 0 0 0.8 1 0 0 1 0 0 1.5 0.3 1 0 0 0 0 2 0 1 0 0 0 1 0 1 1 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Eastbound)(Eastbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 24 61 0 0 0 43 4 0 5 0 24 0 0 0 0 0 161 4:15 PM 23 64 0 0 0 46 2 0 8 0 29 0 0 0 0 0 172 4:30 PM 27 60 0 0 0 39 11 0 5 0 21 0 0 0 0 0 163 4:45 PM 28 59 0 0 0 44 1 0 8 0 29 0 0 0 0 0 169 665 5:00 PM 25 62 0 0 0 41 3 0 6 0 20 0 0 0 0 0 157 661 5:15 PM 25 72 0 0 0 41 4 0 4 0 32 0 0 0 0 0 178 667 5:30 PM 25 66 0 0 0 35 0 0 6 0 22 0 0 0 0 0 154 658 5:45 PM 18 53 0 0 0 35 4 0 4 0 16 0 0 0 0 0 130 619 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 100 288 0 0 0 164 16 0 16 0 128 0 0 0 0 0 712 Heavy Trucks 4 0 0 0 4 0 0 0 0 0 0 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 4 0 0 0 0 0 4 0 4 0 0 0 12 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 153327 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Kerber Blvd -- Lunds & Byerly’s Dwy QC JOB #: QC JOB #: 15911020 CITY/STATE: CITY/STATE: Chanhassen, MN DATE: DATE: Sat, Sep 10 2022 229 204 17 212 0 130 9 0 0 0 0.850.85 0 112 103 0 0 113 195 0 315 308 Peak-Hour: 11:45 AM -- 12:45 PMPeak-Hour: 11:45 AM -- 12:45 PM Peak 15-Min: 12:15 PM -- 12:30 PMPeak 15-Min: 12:15 PM -- 12:30 PM 0.9 1.5 0 0.9 0 0 0 0 0 0 0 0 0 0 0 0 1.5 0 0.6 1 4 0 17 3 0 1 0 0 0 0 1 0 0 0 1 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Kerber Blvd Kerber Blvd (Northbound)(Northbound) Kerber Blvd Kerber Blvd (Southbound)(Southbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Eastbound)(Eastbound) Lunds & Byerly’s DwyLunds & Byerly’s Dwy (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 11:00 AM 28 33 0 0 0 52 4 0 5 0 37 0 0 0 0 0 159 11:15 AM 27 44 0 0 0 56 10 0 7 0 36 0 0 0 0 0 180 11:30 AM 26 42 0 0 0 47 3 0 5 0 22 0 0 0 0 0 145 11:45 AM 31 47 0 0 0 36 2 0 3 0 21 0 0 0 0 0 140 624 12:00 PM 22 39 0 0 0 74 8 0 2 0 24 0 0 0 0 0 169 634 12:15 PM 34 55 0 0 0 64 3 0 1 0 33 0 0 0 0 0 190 644 12:30 PM 26 54 0 0 0 38 4 0 3 0 25 0 0 0 0 0 150 649 12:45 PM 21 41 0 0 0 37 3 0 6 0 27 0 0 0 0 0 135 644 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 136 220 0 0 0 256 12 0 4 0 132 0 0 0 0 0 760 Heavy Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4 Buses Pedestrians 0 0 0 12 12 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 9/20/2022 2:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 154328 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX B Information from the Minnesota Department of Transportation (MnDOT) Traffic Mapping Application Growth Rate Calculations 155329 Minnesota Department of Transportation - This spreadsheet calculates average annual growth at the identified MnDOT count stations and then averages those growth rates to estimate the average annual growth rate for the study area. Study Area Average Annual Growth Rate (Average of all MnDOT Count Stations) Number of MnDOT count stations ID:ID: ID:ID: ID:ID: ID:ID: Average Annual Growth Projected Traffic Volumes Using Average Annual Growth Rate Projected Traffic Volumes Using Average Annual Growth Rate Year Roadway:Roadway: 7 MnDOT Count Station:MnDOT Count Station: Location:Location: ADT Average Annual Growth Projected Traffic Volumes Using Average Annual Growth Rate Projected Traffic Volumes Using Average Annual Growth Rate Year ADT Location:Location: Year ADT Average Annual Growth Year ADT Average Annual Growth Projected Traffic Volumes Using Average Annual Growth Rate Projected Traffic Volumes Using Average Annual Growth Rate 5 MnDOT Count Station:6 MnDOT Count Station: Roadway:Roadway: Location:Location: Year ADT Average Annual Growth Year ADT Average Annual Growth Projected Traffic Volumes Using Average Annual Growth Rate 2026 12,604 2026 6,962 2027 12,648 2027 Roadway:Roadway: 2023 12,473 Projected Traffic Volumes Using Average Annual Growth Rate MnDOT Count Station:4 MnDOT Count Station: 7,342 2023 5,936 5.5%2019 12,300 2019 4,800 2021 12,386 2021 5,338 Year ADT Average Annual Growth 0.3% Year ADT Average Annual Growth GROWTH RATE CALCULATIONS Project Name:West Village - Chanhassen Calculations by:CIT Date:September 16, 2022 Roadway:Kerber Blvd Project #:R0034109.00 2022 Traffic Mapping Application 2.9% 2 Location: Roadway:W 78th St 1 MnDOT Count Station:38937 2 MnDOT Count Station:35482 E OF CSAH17 (POWERS BLVD)Location:N OF MSAS113 (W 78th ST) 156330 157331 158332 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX C Project Trip Generation 159333 West Village - Chanhassen ITE Trip Generation - 11th Edition Equation Type: T = Average Vehicle Trip Ends AM Peak Hour One hour between 7AM to 9AM (Adjacent Street) T = (X) * 1,000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations PM Peak Hour One hour between 4PM to 6PM (Adjacent Street) T = (X) * 1,000 SF GFA Entering*Exiting T = Entering*Exiting* *Rounding may occur in calculations Weekday Daily Weekday T = (X) * 1,000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations Pass-By Reduction AM AM PM PM AM AM PM PM *Rounding may occur in calculations *Rounding may occur in calculations 3 Directional Distribution: Directional Distribution: (X) *2.36 Trip Ends Per 60%40% 66% (X) *54.45 Trip Ends Per 50%50% Directional Distribution: Trip Ends 95 95191 100% Non Pass-By Trip End Percentage Pass-By Trip End Percentage Project Name: TRIP GENERATION CALCULATIONS Calculations by:Date:Project #:September 28, 2022 23 CIT R0034109.00 Land Use Code: Average Rate 822 (X) *6.59 Trip Ends Per 50%50% Trip Ends 12 12 Trip Ends 5 Variable (X):1,000 SF GFA Number of (X):3.5 8 Entering Exiting Exiting8 5 3 8 Strip Retail Plaza (<40k) 4 Entering 4 Exiting 0% 34% Non Pass-By Trip Ends:Pass-By Trip Ends: 0 Entering 0 ExitingEntering 160334 West Village - Chanhassen ITE Trip Generation - 11th Edition T = Average Vehicle Trip Ends Weekday Mid-Day Peak Hour PM Peak Hour of Generator T = 1,000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations Saturday Mid-Day Peak Hour Peak Hour of Generator T = 1,000 SF GFA Entering*Exiting T = Entering*Exiting* *Rounding may occur in calculations Pass-By Reduction Weekday Weekday Weekend Weekend Weekday Weekday Weekend Weekend *Rounding may occur in calculations *Rounding may occur in calculations 0 Entering 0 Exiting 0% 0% Non Pass-By Trip Ends:Pass-By Trip Ends: 0 Entering 0 ExitingEntering Entering Exiting Exiting12 25 21 11 23 CIT R0034109.00 Land Use Code: Average Rate 822 (X) *6.57 Trip Ends Per 51%49% Trip Ends 12 11 Trip Ends 25 Project Name: TRIP GENERATION CALCULATIONS Calculations by:Date:Project #:September 28, 2022 100% 100% Non Pass-By Trip End Percentage Pass-By Trip End Percentage Equation Type: 21 Directional Distribution: Directional Distribution: (X) *13.24 Trip Ends Per 54%46% Variable (X):1,000 SF GFA Number of (X):3.5 46 Strip Retail Plaza (<40k) 161335 West Village - Chanhassen ITE Trip Generation - 11th Edition Equation Type: T = Average Vehicle Trip Ends AM Peak Hour One hour between 7AM to 9AM (Adjacent to Street) T = 1000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations PM Peak Hour One hour between 4PM to 6PM (Adjacent Street) T = 1000 SF GFA Entering*Exiting T = Entering*Exiting* *Rounding may occur in calculations Weekday Daily Weekday T = 1000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations Pass-By Reduction AM AM PM PM AM AM PM PM *Rounding may occur in calculations *Rounding may occur in calculations 79 Directional Distribution: Directional Distribution: (X) *44.61 Trip Ends Per 51%49% 50% (X) *467.48 Trip Ends Per 50%50% Directional Distribution: Trip Ends 841 8411,683 51% Non Pass-By Trip End Percentage Pass-By Trip End Percentage Project Name: TRIP GENERATION CALCULATIONS Calculations by:Date:Project #:September 28, 2022 119 CIT R0034109.00 Land Use Code: Average Rate 934 (X) *33.03 Trip Ends Per 52%48% Trip Ends 62 57 Trip Ends 82 Variable (X):1000 SF GFA Number of (X):3.6 161 Entering Exiting Exiting31 42 40 29 Fast-Food Restaurant with Drive- Through Window 31 Entering 29 Exiting 49% 50% Non Pass-By Trip Ends:Pass-By Trip Ends: 40 Entering 39 ExitingEntering 162336 West Village - Chanhassen ITE Trip Generation - 11th Edition T = Average Vehicle Trip Ends Weekday Mid-Day Peak Hour PM Peak Hour of Generator T = 1,000 SF GFA Entering Exiting T = Entering*Exiting* *Rounding may occur in calculations Saturday Mid-Day Peak Hour Peak Hour of Generator T = 1,000 SF GFA Entering*Exiting T = Entering*Exiting* *Rounding may occur in calculations Pass-By Reduction Weekday Weekday Weekend Weekend Weekday Weekday Weekend Weekend *Rounding may occur in calculations *Rounding may occur in calculations 0 Exiting Equation Type: 101 Entering 97 Exiting 0 Entering Non Pass-By Trip Ends:Pass-By Trip Ends: 94 Entering 90 Exiting 0 Entering 0 Exiting 100%0% 100%0% Non Pass-By Trip End Percentage Pass-By Trip End Percentage 199 Trip Ends 101 97 183 Trip Ends 94 90 Directional Distribution: (X) *55.25 Trip Ends Per 51%49% Number of (X):3.6 Directional Distribution: (X) *50.94 Trip Ends Per 51%49% Average Rate Fast-Food Restaurant with Drive-Through Window Land Use Code:934 Variable (X):1,000 SF GFA TRIP GENERATION CALCULATIONS Project Name: Calculations by:CIT Date:September 28, 2022 Project #:R0034109.00 163337 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX D VISTRO Capacity Analyses 164338 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ...........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 165339 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Existing_AM_Peak.pdf Scenario 1 Existing AM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. B12.70.024EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 B16.40.282SB LeftHCM 7th EditionSignalized Kerber Blvd @ W 78th St4 A9.40.043SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 C15.90.011NB ThruHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 B11.30.130NB RightHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 166340 0.130Volume to Capacity (v/c): BLevel Of Service: 11.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 0011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 167341 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 32147226422010041203424036Total Analysis Volume [veh/h] 83761655251309609Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.56300.93400.66700.7190.8780.6900.5000.75001.00000.66700.79201.00000.6670Peak Hour Factor 181371546193692902319024Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0-5702100007000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18142846172692901619024Base Volume Input [veh/h] Name Volumes Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 168342 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300200Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 02600260003400340Split [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.04.04.00.00.04.04.00.04.04.0Amber [s] 030300303000303003030Maximum Green [s] 01050105001050105Minimum Green [s] --Lead--Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 0610250047083Signal Group PermissPermissProtPerPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 169343 37.1837.806.7626.8045.0137.189.490.0919.380.1095th-Percentile Queue Length [ft/ln] 1.491.510.271.071.801.490.380.000.780.0095th-Percentile Queue Length [veh/ln] 20.6621.003.7614.8925.0120.655.270.0510.770.0650th-Percentile Queue Length [ft/ln] 0.830.840.150.601.000.830.210.000.430.0050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesYesNoCritical Lane Group BBABBACACALane Group LOS 11.9411.898.1911.7811.978.9633.050.0034.240.00d, Delay for Lane Group [s/veh] 0.110.110.030.090.140.140.140.020.270.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.290.260.020.250.180.410.690.001.630.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 11.6511.628.1711.5211.798.5532.350.0032.600.00d1, Uniform Delay [s] 7838346637081587729881780881780c, Capacity [veh/h] 1758187010951589356012051589178115891781s, saturation flow rate [veh/h] 0.050.050.020.040.060.090.010.020.020.02(v / s)_i Volume / Saturation Flow Rate 0.450.450.530.450.450.530.051.000.051.00g / C, Green / Cycle 323238323238472472g_i, Effective Green Time [s] 4.004.000.004.004.000.004.000.024.000.02l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.000.056.000.05L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 170344 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 34.24 34.24 0.00 33.05 33.05 8.96 8.96 11.97 11.78 8.19 11.91 11.94 Movement LOS A C C A C C A A B B A B B d_A, Approach Delay [s/veh]13.70 8.62 11.13 11.50 Approach LOS B A B B d_I, Intersection Delay [s/veh]11.29 Intersection LOS B Intersection V/C 0.130 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]27.56 27.56 27.56 27.56 I_p,int, Pedestrian LOS Score for Intersection 1.993 2.058 2.608 2.384 Crosswalk LOS A B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]778 778 556 556 d_b, Bicycle Delay [s]13.44 13.44 18.78 18.78 I_b,int, Bicycle LOS Score for Intersection 1.659 1.636 1.797 1.725 Bicycle LOS A A A A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 171345 0.011Volume to Capacity (v/c): CLevel Of Service: 15.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 132596142821818214828420Total Analysis Volume [veh/h] 3651517555512715Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.7500.6790.6430.7500.57100.81600.81300.75000.75000.50000.82100.25000.7500Peak Hour Factor 101763931617815163423115Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 41300052402000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 61633931617313123223115Base Volume Input [veh/h] Name Volumes Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 172346 CIntersection LOS 2.44d_I, Intersection Delay [s/veh] AABBApproach LOS 1.540.5311.5012.14d_A, Approach Delay [s/veh] 0.000.004.074.070.000.001.064.464.464.467.707.707.7095th-Percentile Queue Length [ft/ln] 0.000.000.160.160.000.000.040.180.180.180.310.310.3195th-Percentile Queue Length [veh/ln] AAAAAAAACBACBMovement LOS 0.000.007.899.810.000.007.839.4215.6914.859.6515.8914.88d_M, Delay for Movement [s/veh] 0.000.000.050.010.000.000.010.020.010.020.030.010.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 173347 0.043Volume to Capacity (v/c): ALevel Of Service: 9.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.0049.210.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 442652380370Total Analysis Volume [veh/h] 116660090Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83300.69700.89001.00000.81301.0000Peak Hour Factor 371852120300Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 17-1390170Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 201982030130Base Volume Input [veh/h] Name Volumes Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 174348 AIntersection LOS 0.59d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.009.35d_A, Approach Delay [s/veh] 0.000.000.000.003.350.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.130.0095th-Percentile Queue Length [veh/ln] AAAAMovement LOS 0.000.000.000.009.350.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.040.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 175349 0.282Volume to Capacity (v/c): BLevel Of Service: 16.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00130.00100.00100.00150.00100.00100.00100.00Entry Pocket Length [ft] 0001101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 176350 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9625633436200243624240201224Total Analysis Volume [veh/h] 24648195069660536Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8650.7300.8750.2500.80600.88600.83300.47200.62500.82500.55000.83300.5830Peak Hour Factor 8318729129177201715198111014Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 09000210000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8317829129156201715198111014Base Volume Input [veh/h] Name Volumes Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 177351 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000010002100170Pedestrian Clearance [s] 0500050050050Walk [s] 0.03.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 02190021903000300Split [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0All red [s] 0.04.04.00.00.04.04.00.04.00.00.04.00.0Amber [s] 0303000303003000300Maximum Green [s] 01050010501000100Minimum Green [s] --Lead---Lead------Lead / Lag Auxiliary Signal Groups 0610025040080Signal Group PermiPermiProtPPermiPermissPermissProtPerPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 178352 72.2975.829.4848.1949.056.7428.52148.2214.9312.4395th-Percentile Queue Length [ft/ln] 2.893.030.381.931.960.271.145.930.600.5095th-Percentile Queue Length [veh/ln] 40.1642.125.2726.7727.253.7415.8482.348.306.9150th-Percentile Queue Length [ft/ln] 1.611.680.211.071.090.150.633.290.330.2850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoCritical Lane Group BBABBABCBCLane Group LOS 13.6413.487.4713.2413.177.5617.8525.0417.4820.58d, Delay for Lane Group [s/veh] 0.260.250.050.170.170.030.140.600.070.06X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.920.800.020.550.510.090.141.430.070.07d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 12.7212.677.4512.6812.667.4717.7123.6117.4120.51d1, Uniform Delay [s] 667734785677714709436401434377c, Capacity [veh/h] 1701187012701773187011631691137716841342s, saturation flow rate [veh/h] 0.100.100.030.070.060.020.040.170.020.02(v / s)_i Volume / Saturation Flow Rate 0.390.390.520.380.380.520.260.260.260.26g / C, Green / Cycle 24243224243216161616g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 62626262626262626262C, Cycle Length [s] CCLCCLCLCLLane Group Lane Group Calculations Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 179353 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]20.58 17.48 17.48 25.04 17.85 17.85 7.56 13.19 13.24 7.47 7.47 13.53 13.64 Movement LOS C B B C B B A B B A A B B d_A, Approach Delay [s/veh]18.81 23.60 12.68 12.98 Approach LOS B C B B d_I, Intersection Delay [s/veh]16.40 Intersection LOS B Intersection V/C 0.282 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.65 22.65 22.65 22.65 I_p,int, Pedestrian LOS Score for Intersection 1.993 2.078 2.563 2.811 Crosswalk LOS A B B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]774 774 484 484 d_b, Bicycle Delay [s]11.65 11.65 17.81 17.81 I_b,int, Bicycle LOS Score for Intersection 1.652 2.055 1.774 1.877 Bicycle LOS A B A A ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 180354 0.024Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0Entry Pocket Length [ft] 0000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 00047012282400092504Total Analysis Volume [veh/h] 00012037600023121Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor 1.00001.00001.00000.68801.00000.50000.50000.81301.00001.0000.8480.5830.250Peak Hour Factor 0003206141950078291Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 000100010-1000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor 000220642050078291Base Volume Input [veh/h] Name Volumes Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 181355 BIntersection LOS 2.23d_I, Intersection Delay [s/veh] BBAAApproach LOS 10.8510.590.002.96d_A, Approach Delay [s/veh] 0.000.000.006.850.006.850.000.000.000.002.322.322.3295th-Percentile Queue Length [ft/ln] 0.000.000.000.270.000.270.000.000.000.000.090.090.0995th-Percentile Queue Length [veh/ln] ABBBAAAABMovement LOS 8.730.0012.9610.060.0012.690.000.000.000.000.007.8410.02d_M, Delay for Movement [s/veh] 0.000.000.000.060.000.020.000.000.000.000.000.040.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 182356 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Existing_AM_Peak.pdf Scenario 1 Existing AM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 791 0 30 0 - 761 Total Volume 83 0 0 0 1.00 83 Right 187 0 9 0 1.00 178 Thru 29 0 0 0 1.00 29 Left 1 0 0 0 1.00 1 U-T Westbound 29 0 0 0 1.00 29 Right 177 0 21 0 1.00 156 Thru 20 0 0 0 1.00 20 Left Eastbound 17 0 0 0 1.00 17 Right 15 0 0 0 1.00 15 Thru 198 0 0 0 1.00 198 Left Southbound 11 0 0 0 1.00 11 Right 10 0 0 0 1.00 10 Thru 14 0 0 0 1.00 14 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID 464 0 30 0 - 434 Total Volume 37 0 17 0 1.00 20 Right 185 0 -13 0 1.00 198 Thru Westbound 212 0 9 0 1.00 203 Thru Eastbound 30 0 17 0 1.00 13 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 499 0 30 0 - 469 Total Volume 10 0 4 0 1.00 6 Right 176 0 13 0 1.00 163 Thru 39 0 0 0 1.00 39 Left 3 0 0 0 1.00 3 U-T Westbound 16 0 0 0 1.00 16 Right 178 0 5 0 1.00 173 Thru 15 0 2 0 1.00 13 Left Eastbound 16 0 4 0 1.00 12 Right 3 0 0 0 1.00 3 Thru 4 0 2 0 1.00 2 Left Southbound 23 0 0 0 1.00 23 Right 1 0 0 0 1.00 1 Thru 15 0 0 0 1.00 15 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 555 0 30 0 - 525 Total Volume 18 0 0 0 1.00 18 Right 137 0 -5 0 1.00 142 Thru 15 0 7 0 1.00 8 Left Westbound 46 0 0 0 1.00 46 Right 193 0 21 0 1.00 172 Thru 69 0 0 0 1.00 69 Left 2 0 0 0 1.00 2 U-T Eastbound 9 0 0 0 1.00 9 Right 0 0 0 0 1.00 0 Thru 23 0 7 0 1.00 16 Left Southbound 19 0 0 0 1.00 19 Right 0 0 0 0 1.00 0 Thru 24 0 0 0 1.00 24 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 183357 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ..........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 184358 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Existing_PM_Peak.pdf Scenario 2 Existing PM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village- Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C18.50.102EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 D35.10.442SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.70.120SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 E42.50.234SB LeftHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 D39.00.306SB LeftHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 185359 0.306Volume to Capacity (v/c): DLevel Of Service: 39.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 0011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 186360 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 16444502203649747212498412192Total Analysis Volume [veh/h] 41111355912411831221348Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87500.96000.97700.7180.8520.8330.2500.81900.83300.65000.72600.83300.9110Peak Hour Factor 14426491583108115910326110175Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0-4601700006000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14430431582938115910266110175Base Volume Input [veh/h] Name Volumes Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 187361 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300200Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 019901990032125077170Split [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.04.04.00.00.04.04.00.04.04.0Amber [s] 030300303000303003030Maximum Green [s] 01050105001050105Minimum Green [s] --Lead--Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 0610250047083Signal Group PermissPermissProtPerPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 230Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 188362 203.01204.4133.13199.53158.3071.79237.08148.55230.95456.6995th-Percentile Queue Length [ft/ln] 8.128.181.337.986.332.879.485.949.2418.2795th-Percentile Queue Length [veh/ln] 115.05116.0718.40112.5487.9539.89140.0482.53135.50311.8850th-Percentile Queue Length [ft/ln] 4.604.640.744.503.521.605.603.305.4212.4850th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoYesCritical Lane Group BBABBAFFFFLane Group LOS 13.1813.178.5913.4312.629.31126.04128.7791.84115.94d, Delay for Lane Group [s/veh] 0.180.180.080.200.150.140.850.770.420.92X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.310.310.050.410.130.4118.0817.821.1914.70d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 12.8712.878.5413.0212.498.91107.95110.9590.65101.24d1, Uniform Delay [s] 12711287660109524537199863231209c, Capacity [veh/h] 18471870880158935609761624178116201781s, saturation flow rate [veh/h] 0.120.120.060.140.100.100.050.030.060.11(v / s)_i Volume / Saturation Flow Rate 0.690.690.740.690.690.740.060.040.140.12g / C, Green / Cycle 1601601711601601711483327g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 232232232232232232232232232232C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 189363 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]115.94 91.84 91.84 128.77 126.04 126.04 9.31 9.31 12.62 13.43 8.59 13.18 13.18 Movement LOS F F F F F F A A B B A B B d_A, Approach Delay [s/veh]107.91 127.04 12.39 12.73 Approach LOS F F B B d_I, Intersection Delay [s/veh]38.96 Intersection LOS D Intersection V/C 0.306 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]107.17 107.17 107.17 107.17 I_p,int, Pedestrian LOS Score for Intersection 2.220 2.169 2.824 2.541 Crosswalk LOS B B C B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]612 224 112 112 d_b, Bicycle Delay [s]55.86 91.46 103.36 103.36 I_b,int, Bicycle LOS Score for Intersection 2.035 1.779 2.045 1.980 Bicycle LOS B A B A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 190364 0.234Volume to Capacity (v/c): ELevel Of Service: 42.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 384301314523895563163188836Total Analysis Volume [veh/h] 1010833113971416482229Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6560.9620.7810.5000.69200.79900.63500.90000.68800.67900.83000.62500.7220Peak Hour Factor 254141022363113557112173526Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 41000042302000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 214041022363073354111973526Base Volume Input [veh/h] Name Volumes Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 191365 EIntersection LOS 6.24d_I, Intersection Delay [s/veh] AADDApproach LOS 1.970.9429.4226.30d_A, Approach Delay [s/veh] 0.000.0010.6810.680.000.003.9851.1451.1451.1453.9253.9253.9295th-Percentile Queue Length [ft/ln] 0.000.000.430.430.000.000.162.052.052.052.162.162.1695th-Percentile Queue Length [veh/ln] AAABAAACEECEEMovement LOS 0.000.008.7012.310.000.008.4819.9941.2542.4818.8339.9341.53d_M, Delay for Movement [s/veh] 0.000.000.120.010.000.000.050.080.120.230.110.060.27V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 192366 0.120Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.00100.000.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 525124800860Total Analysis Volume [veh/h] 131281200220Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91700.90100.89001.00000.77901.0000Peak Hour Factor 484614270670Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 15-1170140Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 334724200530Base Volume Input [veh/h] Name Volumes Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 193367 BIntersection LOS 0.82d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.72d_A, Approach Delay [s/veh] 0.000.000.000.0010.200.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.410.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.720.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.120.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 194368 0.442Volume to Capacity (v/c): DLevel Of Service: 35.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.00.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0001000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.075.00100.00100.00125.00100.00100.00100.00Entry Pocket Length [ft] 0011001001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 195369 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 30844328364224947228224405652Total Analysis Volume [veh/h] 771117910612118756101413Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96800.96300.92900.7500.8480.7500.2500.73600.67900.97800.75000.76800.8650Peak Hour Factor 29842726273583715319219304345Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 07001900000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 29842026273393715319219304345Base Volume Input [veh/h] Name Volumes Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 196370 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.04.00.00.04.00.00.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300140Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.00.00.03.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 013300133000107001070Split [s] 0.02.00.00.02.00.00.00.02.00.00.02.00.0All red [s] 0.04.00.00.04.00.00.00.04.00.00.04.00.0Amber [s] 03000300003000300Maximum Green [s] 01000100001000100Minimum Green [s] -------------Lead / Lag Auxiliary Signal Groups 0600200040080Signal Group PermissPermissPermissPermiPermiPermiPermiPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 240Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 197371 327.49365.4534.0330.11385.9567.67217.87517.87209.88125.3295th-Percentile Queue Length [ft/ln] 13.1014.621.361.2015.442.718.7120.718.405.0195th-Percentile Queue Length [veh/ln] 208.96238.7418.9016.73255.0137.60125.87361.88120.0469.6250th-Percentile Queue Length [ft/ln] 8.369.550.760.6710.201.505.0314.484.802.7850th-Percentile Queue Length [veh/ln] NoNoNoNoYesNoNoYesNoNoCritical Lane Group BBCBBCEFEFLane Group LOS 15.8615.7022.1011.7016.0123.1171.28101.7570.7981.42d, Delay for Lane Group [s/veh] 0.350.340.050.040.360.130.260.840.240.20X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.940.810.200.070.870.670.367.130.300.38d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.110.11k, delay calibration 14.9214.8921.9011.6315.1422.4470.9294.6270.4981.04d1, Uniform Delay [s] 100911665179911166405384266404259c, Capacity [veh/h] 14561683840143116836401493116915681165s, saturation flow rate [veh/h] 0.240.240.030.030.250.080.070.190.060.04(v / s)_i Volume / Saturation Flow Rate 0.690.690.690.690.690.690.260.260.260.26g / C, Green / Cycle 16616616616616616662626262g_i, Effective Green Time [s] 4.004.004.004.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 240240240240240240240240240240C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 198372 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]81.42 70.79 70.79 101.75 71.28 71.28 23.11 23.11 16.01 11.70 22.10 15.72 15.86 Movement LOS F E E F E E C C B B C B B d_A, Approach Delay [s/veh]74.52 92.34 16.44 16.00 Approach LOS E F B B d_I, Intersection Delay [s/veh]35.08 Intersection LOS D Intersection V/C 0.442 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 111.17 I_p,int, Pedestrian LOS Score for Intersection 2.104 2.301 2.824 2.853 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]842 842 1058 1058 d_b, Bicycle Delay [s]40.25 40.25 26.60 26.60 I_b,int, Bicycle LOS Score for Intersection 1.804 2.094 2.322 2.202 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 199373 0.102Volume to Capacity (v/c): CLevel Of Service: 18.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0001380326516600288112Total Analysis Volume [veh/h] 00035081642007228Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.79701.00000.71900.43200.93801.00001.00000.87800.9380Peak Hour Factor 0001100232815600253105Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 0008009-90000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0001020231916500253105Base Volume Input [veh/h] Name Volumes Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 200374 CIntersection LOS 3.78d_I, Intersection Delay [s/veh] CBAAApproach LOS 15.0412.660.002.19d_A, Approach Delay [s/veh] 0.000.000.0026.680.0026.680.000.000.000.004.974.9795th-Percentile Queue Length [ft/ln] 0.000.000.001.070.001.070.000.000.000.000.200.2095th-Percentile Queue Length [veh/ln] ACBCAAAAMovement LOS 9.790.0020.2811.300.0018.510.000.000.000.000.007.83d_M, Delay for Movement [s/veh] 0.000.000.000.160.000.100.000.000.000.000.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 201375 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Existing_PM_Peak.pdf Scenario 2 Existing PM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village- Chanhassen 1583 0 26 0 - 1557 Total Volume 298 0 0 0 1.00 298 Right 427 0 7 0 1.00 420 Thru 26 0 0 0 1.00 26 Left Westbound 27 0 0 0 1.00 27 Right 358 0 19 0 1.00 339 Thru 37 0 0 0 1.00 37 Left 1 0 0 0 1.00 1 U-T Eastbound 53 0 0 0 1.00 53 Right 19 0 0 0 1.00 19 Thru 219 0 0 0 1.00 219 Left Southbound 30 0 0 0 1.00 30 Right 43 0 0 0 1.00 43 Thru 45 0 0 0 1.00 45 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID 1003 0 25 0 - 978 Total Volume 48 0 15 0 1.00 33 Right 461 0 -11 0 1.00 472 Thru Westbound 427 0 7 0 1.00 420 Thru Eastbound 67 0 14 0 1.00 53 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1118 0 25 0 - 1093 Total Volume 25 0 4 0 1.00 21 Right 414 0 10 0 1.00 404 Thru 102 0 0 0 1.00 102 Left 2 0 0 0 1.00 2 U-T Westbound 36 0 0 0 1.00 36 Right 311 0 4 0 1.00 307 Thru 35 0 2 0 1.00 33 Left Eastbound 57 0 3 0 1.00 54 Right 11 0 0 0 1.00 11 Thru 21 0 2 0 1.00 19 Left Southbound 73 0 0 0 1.00 73 Right 5 0 0 0 1.00 5 Thru 26 0 0 0 1.00 26 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1386 0 25 0 - 1361 Total Volume 14 0 0 0 1.00 14 Right 426 0 -4 0 1.00 430 Thru 49 0 6 0 1.00 43 Left Westbound 158 0 0 0 1.00 158 Right 310 0 17 0 1.00 293 Thru 81 0 0 0 1.00 81 Left 1 0 0 0 1.00 1 U-T Eastbound 59 0 0 0 1.00 59 Right 10 0 0 0 1.00 10 Thru 32 0 6 0 1.00 26 Left Southbound 61 0 0 0 1.00 61 Right 10 0 0 0 1.00 10 Thru 175 0 0 0 1.00 175 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 202376 675 0 8 0 - 667 Total Volume 0 0 0 0 1.00 0 Right 0 0 0 0 1.00 0 Left Westbound 110 0 8 0 1.00 102 Right 23 0 0 0 1.00 23 Left Eastbound 28 0 9 0 1.00 19 Right 156 0 -9 0 1.00 165 Thru Southbound 253 0 0 0 1.00 253 Thru 105 0 0 0 1.00 105 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID Scenario 2: 2 Existing PM PeakWest Village- Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 203377 355 0 10 0 - 345 Total Volume 0 0 0 0 1.00 0 Right 0 0 0 0 1.00 0 Left Westbound 32 0 10 0 1.00 22 Right 6 0 0 0 1.00 6 Left Eastbound 14 0 10 0 1.00 4 Right 195 0 -10 0 1.00 205 Thru Southbound 78 0 0 0 1.00 78 Thru 29 0 0 0 1.00 29 Left 1 0 0 0 1.00 1 U-T Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID Scenario 1: 1 Existing AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 204378 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ..........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 205379 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Existing_Midday Weekday_Peak.pdf Scenario 3 Existing Mid-day Weekday PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C16.50.077EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 B18.90.377SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.70.140SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 D31.70.144NB LeftHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 B16.60.407NB RightHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 206380 0.407Volume to Capacity (v/c): BLevel Of Service: 16.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 00011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 207381 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3633289428032094452245615212208Total Analysis Volume [veh/h] 98322170802411361438352Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.5830.8730.8640.2500.7790.8590.8150.5000.73100.54200.62500.79600.75000.9570Peak Hour Factor 212907712182757723813351219199Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 00000000000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 212907712182757723813351219199Base Volume Input [veh/h] Name Volumes Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 208382 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300200Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 026000260003400340Split [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0Amber [s] 0303000303000303003030Maximum Green [s] 010500105001050105Minimum Green [s] --Lead---Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 06100250047083Signal Group PermiPermiProtPPermiPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 209383 97.5699.6139.73170.4981.1645.0954.130.16132.640.6495th-Percentile Queue Length [ft/ln] 3.903.981.596.823.251.802.170.015.310.0395th-Percentile Queue Length [veh/ln] 54.2055.3422.0794.7145.0925.0530.070.0973.690.3650th-Percentile Queue Length [ft/ln] 2.172.210.883.791.801.001.200.002.950.0150th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoYesCritical Lane Group BBBCBBCADALane Group LOS 17.1417.0711.9820.4316.3712.6629.040.0135.130.03d, Delay for Lane Group [s/veh] 0.280.270.210.480.250.190.340.030.750.12X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.030.980.242.840.450.850.870.015.180.03d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 16.1116.0911.7317.5815.9211.8128.180.0029.950.00d1, Uniform Delay [s] 661684436581130250822617802181780c, Capacity [veh/h] 180718708191589356010141669178116071781s, saturation flow rate [veh/h] 0.100.100.110.180.090.100.050.030.100.12(v / s)_i Volume / Saturation Flow Rate 0.370.370.450.370.370.450.131.000.131.00g / C, Green / Cycle 26263226263210721072g_i, Effective Green Time [s] 4.004.000.004.004.000.004.000.024.000.02l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.000.056.000.05L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 210384 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.03 35.13 35.13 0.01 29.04 29.04 12.66 12.66 16.37 20.43 11.98 11.98 17.10 17.14 Movement LOS A D D A C C B B B C B B B B d_A, Approach Delay [s/veh]15.50 16.73 17.48 16.07 Approach LOS B B B B d_I, Intersection Delay [s/veh]16.58 Intersection LOS B Intersection V/C 0.407 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]27.56 27.56 27.56 27.56 I_p,int, Pedestrian LOS Score for Intersection 2.231 2.074 2.708 2.535 Crosswalk LOS B B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]778 778 556 556 d_b, Bicycle Delay [s]13.44 13.44 18.78 18.78 I_b,int, Bicycle LOS Score for Intersection 2.173 1.777 2.058 1.937 Bicycle LOS B A B A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 211385 0.144Volume to Capacity (v/c): DLevel Of Service: 31.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1638810544438056521216721624Total Analysis Volume [veh/h] 49726111951413341846Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6880.8530.8750.2500.72700.91600.82100.82700.41700.81300.93100.68800.5830Peak Hour Factor 11331921323484643513671114Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11331921323484643513671114Base Volume Input [veh/h] Name Volumes Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 212386 DIntersection LOS 4.41d_I, Intersection Delay [s/veh] AACCApproach LOS 1.840.9718.8220.60d_A, Approach Delay [s/veh] 0.000.008.318.310.000.003.8322.4622.4622.4634.9134.9134.9195th-Percentile Queue Length [ft/ln] 0.000.000.330.330.000.000.150.900.900.901.401.401.4095th-Percentile Queue Length [veh/ln] AAABAAABDDBDDMovement LOS 0.000.008.5511.870.000.008.2912.7029.5730.6414.6031.0031.69d_M, Delay for Movement [s/veh] 0.000.000.090.010.000.000.050.060.070.100.090.090.14V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 213387 0.140Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.0049.210.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 6445246401040Total Analysis Volume [veh/h] 161131160260Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.73400.86500.86601.00000.61501.0000Peak Hour Factor 473914020640Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 473914020640Base Volume Input [veh/h] Name Volumes Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 214388 BIntersection LOS 1.02d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.65d_A, Approach Delay [s/veh] 0.000.000.000.0012.170.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.490.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.650.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.140.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 215389 0.377Volume to Capacity (v/c): BLevel Of Service: 18.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00130.00100.00100.00150.00100.00100.00100.00Entry Pocket Length [ft] 0001101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 216390 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 22036864456380485244248405688Total Analysis Volume [veh/h] 5592161149512131162101422Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8950.9210.5500.5000.76800.91100.77100.69200.52300.76200.82500.60700.6480Peak Hour Factor 19733935243346373623189333457Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19733935243346373623189333457Base Volume Input [veh/h] Name Volumes Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 217391 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000010002100170Pedestrian Clearance [s] 0500050050050Walk [s] 0.03.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 02190021903000300Split [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0All red [s] 0.04.04.00.00.04.04.00.04.00.00.04.00.0Amber [s] 0303000303003000300Maximum Green [s] 01050010501000100Minimum Green [s] --Lead---Lead------Lead / Lag Auxiliary Signal Groups 0610025040080Signal Group PermiPermiProtPPermiPermissPermissProtPerPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 218392 152.28167.5720.26109.87112.8115.8343.02152.6342.9546.0795th-Percentile Queue Length [ft/ln] 6.096.700.814.394.510.631.726.111.721.8495th-Percentile Queue Length [veh/ln] 84.6093.0911.2661.0462.678.7923.9084.8023.8625.6050th-Percentile Queue Length [ft/ln] 3.383.720.452.442.510.350.963.390.951.0250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoCritical Lane Group CBABBABCBCLane Group LOS 20.0419.509.2418.0717.949.6616.2524.7316.2220.46d, Delay for Lane Group [s/veh] 0.510.500.110.370.370.090.190.610.180.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.382.890.071.851.740.300.171.520.170.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 16.6616.629.1716.2216.209.3616.0823.2116.0620.19d1, Uniform Delay [s] 544620643574601564513404523403c, Capacity [veh/h] 1640187011631788187010491707129917421299s, saturation flow rate [veh/h] 0.170.170.060.120.120.050.060.190.060.07(v / s)_i Volume / Saturation Flow Rate 0.330.330.470.320.320.470.300.300.300.30g / C, Green / Cycle 21212920202919191919g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 62626262626262626262C, Cycle Length [s] CCLCCLCLCLLane Group Lane Group Calculations Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 219393 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]20.46 16.22 16.22 24.73 16.25 16.25 9.66 17.99 18.07 9.24 9.24 19.59 20.04 Movement LOS C B B C B B A B B A A B C d_A, Approach Delay [s/veh]18.25 22.36 17.18 18.66 Approach LOS B C B B d_I, Intersection Delay [s/veh]18.95 Intersection LOS B Intersection V/C 0.377 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.65 22.65 22.65 22.65 I_p,int, Pedestrian LOS Score for Intersection 2.070 2.165 2.722 2.927 Crosswalk LOS B B B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]774 774 484 484 d_b, Bicycle Delay [s]11.65 11.65 17.81 17.81 I_b,int, Bicycle LOS Score for Intersection 1.863 2.127 1.959 2.098 Bicycle LOS A B A B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 220394 0.077Volume to Capacity (v/c): CLevel Of Service: 16.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0Entry Pocket Length [ft] 0000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 00012002844204001801080Total Analysis Volume [veh/h] 000300711510045270Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor 1.00001.00001.00000.80001.00000.42900.50000.66201.00001.0000.9220.8521.000Peak Hour Factor 000960122213500166920Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor 000960122213500166920Base Volume Input [veh/h] Name Volumes Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 221395 CIntersection LOS 3.85d_I, Intersection Delay [s/veh] BBAAApproach LOS 13.4712.040.002.95d_A, Approach Delay [s/veh] 0.000.000.0021.450.0021.450.000.000.000.004.784.784.7895th-Percentile Queue Length [ft/ln] 0.000.000.000.860.000.860.000.000.000.000.190.190.1995th-Percentile Queue Length [veh/ln] ACBCAAAABMovement LOS 9.170.0017.7711.000.0016.500.000.000.000.000.007.8610.43d_M, Delay for Movement [s/veh] 0.000.000.000.150.000.080.000.000.000.000.000.080.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 222396 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Existing_Midday Weekday_Peak.pdf Scenario 3 Existing Mid-day Weekday PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 904 0 0 0 - 904 Total Volume 47 0 0 0 1.00 47 Right 391 0 0 0 1.00 391 Thru Westbound 402 0 0 0 1.00 402 Thru Eastbound 64 0 0 0 1.00 64 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1014 0 0 0 - 1014 Total Volume 11 0 0 0 1.00 11 Right 331 0 0 0 1.00 331 Thru 92 0 0 0 1.00 92 Left 1 0 0 0 1.00 1 U-T Westbound 32 0 0 0 1.00 32 Right 348 0 0 0 1.00 348 Thru 46 0 0 0 1.00 46 Left Eastbound 43 0 0 0 1.00 43 Right 5 0 0 0 1.00 5 Thru 13 0 0 0 1.00 13 Left Southbound 67 0 0 0 1.00 67 Right 11 0 0 0 1.00 11 Thru 14 0 0 0 1.00 14 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1376 0 0 0 - 1376 Total Volume 21 0 0 0 1.00 21 Right 290 0 0 0 1.00 290 Thru 77 0 0 0 1.00 77 Left 1 0 0 0 1.00 1 U-T Westbound 218 0 0 0 1.00 218 Right 275 0 0 0 1.00 275 Thru 77 0 0 0 1.00 77 Left 2 0 0 0 1.00 2 U-T Eastbound 38 0 0 0 1.00 38 Right 13 0 0 0 1.00 13 Thru 35 0 0 0 1.00 35 Left Southbound 121 0 0 0 1.00 121 Right 9 0 0 0 1.00 9 Thru 199 0 0 0 1.00 199 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 223397 523 0 0 0 - 523 Total Volume 0 0 0 0 1.00 0 Right 0 0 0 0 1.00 0 Left Westbound 96 0 0 0 1.00 96 Right 12 0 0 0 1.00 12 Left Eastbound 22 0 0 0 1.00 22 Right 135 0 0 0 1.00 135 Thru Southbound 166 0 0 0 1.00 166 Thru 92 0 0 0 1.00 92 Left 0 0 0 0 1.00 0 U-T Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID 1371 0 0 0 - 1371 Total Volume 197 0 0 0 1.00 197 Right 339 0 0 0 1.00 339 Thru 35 0 0 0 1.00 35 Left 2 0 0 0 1.00 2 U-T Westbound 43 0 0 0 1.00 43 Right 346 0 0 0 1.00 346 Thru 37 0 0 0 1.00 37 Left Eastbound 36 0 0 0 1.00 36 Right 23 0 0 0 1.00 23 Thru 189 0 0 0 1.00 189 Left Southbound 33 0 0 0 1.00 33 Right 34 0 0 0 1.00 34 Thru 57 0 0 0 1.00 57 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID Scenario 3: 3 Existing Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 224398 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Dwy @ W 78th St ...................................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St .............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 225399 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Existing_Midday Weekend_Peak.pdf Scenario 4 Existing Mid-day Weekend PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C20.40.045EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 D40.60.454SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.50.095SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 E36.70.050NB ThruHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 D38.00.286SB LeftHCM 7th EditionSignalizedTarget Dwy @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 226400 0.286Volume to Capacity (v/c): DLevel Of Service: 38.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 00011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 227401 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 36436614208280130464164810420156Total Analysis Volume [veh/h] 910915152703211641226539Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6670.8530.7500.2500.8750.9040.6480.2500.78100.62500.70800.75000.70000.8970Peak Hour Factor 243724611822538415010347814140Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 00000000000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 243724611822538415010347814140Base Volume Input [veh/h] Name Volumes Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 228402 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300200Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0199001990032125077170Split [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0Amber [s] 0303000303000303003030Maximum Green [s] 010500105001050105Minimum Green [s] --Lead---Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 06100250047083Signal Group PermiPermiProtPPermiPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 230Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 229403 192.96196.0038.83173.85108.5687.42228.26145.67296.77385.3895th-Percentile Queue Length [ft/ln] 7.727.841.556.954.343.509.135.8311.8715.4295th-Percentile Queue Length [veh/ln] 107.82110.0021.5796.5860.3148.57133.5180.93185.18254.5650th-Percentile Queue Length [ft/ln] 4.314.400.863.862.411.945.343.247.4110.1850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoYesCritical Lane Group BBABBAFFFFLane Group LOS 11.3911.377.1611.4510.558.15126.42128.98100.61118.67d, Delay for Lane Group [s/veh] 0.180.180.090.180.110.180.850.770.630.90X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.310.300.050.360.090.5518.1117.953.3815.09d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 11.0811.077.1111.0910.467.61108.31111.0397.23103.59d1, Uniform Delay [s] 12951330742113125347359462195173c, Capacity [veh/h] 18201870952158935609651639178116291781s, saturation flow rate [veh/h] 0.130.130.070.130.080.140.050.030.080.09(v / s)_i Volume / Saturation Flow Rate 0.710.710.760.710.710.760.060.030.120.10g / C, Green / Cycle 1651651761651651761382823g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 232232232232232232232232232232C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 230404 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]118.67 100.61 100.61 128.98 126.42 126.42 8.15 8.15 10.55 11.45 7.16 7.16 11.38 11.39 Movement LOS F F F F F F A A B B A A B B d_A, Approach Delay [s/veh]110.67 127.38 10.33 10.87 Approach LOS F F B B d_I, Intersection Delay [s/veh]38.01 Intersection LOS D Intersection V/C 0.286 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]107.17 107.17 107.17 107.17 I_p,int, Pedestrian LOS Score for Intersection 2.235 2.224 2.843 2.600 Crosswalk LOS B B C B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]612 224 112 112 d_b, Bicycle Delay [s]55.86 91.46 103.36 103.36 I_b,int, Bicycle LOS Score for Intersection 2.022 1.771 1.966 1.999 Bicycle LOS B A A A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 231405 0.050Volume to Capacity (v/c): ELevel Of Service: 36.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1642813212563204448824120848Total Analysis Volume [veh/h] 4107333148011122630212Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6880.8760.8640.5000.69600.93400.72700.91700.87500.70800.88300.87500.5630Peak Hour Factor 113751146392993244717106727Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113751146392993244717106727Base Volume Input [veh/h] Name Volumes Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 232406 EIntersection LOS 6.12d_I, Intersection Delay [s/veh] AACCApproach LOS 2.170.8822.7524.29d_A, Approach Delay [s/veh] 0.000.0011.5011.500.000.003.0928.4328.4328.4364.7864.7864.7895th-Percentile Queue Length [ft/ln] 0.000.000.460.460.000.000.121.141.141.142.592.592.5995th-Percentile Queue Length [veh/ln] AAABAAABDECEEMovement LOS 0.000.008.5711.950.000.008.3714.5933.0735.6318.6536.7336.34d_M, Delay for Movement [s/veh] 0.000.000.110.020.000.000.040.060.050.170.150.050.29V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 233407 0.095Volume to Capacity (v/c): BLevel Of Service: 10.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.00100.000.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 684924480680Total Analysis Volume [veh/h] 171231120170Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.61800.89800.95501.00000.76501.0000Peak Hour Factor 424424280520Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 424424280520Base Volume Input [veh/h] Name Volumes Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 234408 BIntersection LOS 0.67d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.55d_A, Approach Delay [s/veh] 0.000.000.000.007.830.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.310.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.550.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.090.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 235409 0.454Volume to Capacity (v/c): DLevel Of Service: 40.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.00.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00001000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.075.00100.00100.00125.00100.00100.00100.00Entry Pocket Length [ft] 00011001001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 236410 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2803882883635668014428288323652Total Analysis Volume [veh/h] 709772989170367728913Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8860.9250.6430.8750.7780.9610.7941.0000.59000.64300.83000.53100.83300.7690Peak Hour Factor 248359187283425408518239173040Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 00000000000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 248359187283425408518239173040Base Volume Input [veh/h] Name Volumes Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 237411 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.04.00.00.00.04.00.00.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.02.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300140Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.00.00.00.03.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 0133000133000107001070Split [s] 0.02.00.00.00.02.00.00.00.02.00.00.02.00.0All red [s] 0.04.00.00.00.04.00.00.00.04.00.00.04.00.0Amber [s] 030000300003000300Maximum Green [s] 010000100001000100Minimum Green [s] --------------Lead / Lag Auxiliary Signal Groups 06000200040080Signal Group PermiPermiPermiPermiPermiPermiPermiPermiPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 240Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 238412 318.86354.7446.5233.83353.8894.95339.28644.04142.98127.0795th-Percentile Queue Length [ft/ln] 12.7514.191.861.3514.163.8013.5725.765.725.0895th-Percentile Queue Length [veh/ln] 202.25230.3025.8418.80229.6352.75218.16466.8679.4370.5950th-Percentile Queue Length [ft/ln] 8.099.211.030.759.192.118.7318.673.182.8250th-Percentile Queue Length [veh/ln] YesNoNoNoNoNoNoYesNoNoCritical Lane Group BBCBBCEFEFLane Group LOS 18.6518.4724.7114.3818.4527.0668.9797.6763.2583.20d, Delay for Lane Group [s/veh] 0.330.320.070.040.320.160.400.870.150.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.900.770.250.080.770.850.619.140.150.46d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.150.110.11k, delay calibration 17.7517.7024.4614.3117.6926.2168.3688.5363.1082.74d1, Uniform Delay [s] 95711095289431109415427331452237c, Capacity [veh/h] 14521683893143116836921466119915541091s, saturation flow rate [veh/h] 0.210.210.040.030.210.100.120.240.040.05(v / s)_i Volume / Saturation Flow Rate 0.660.660.660.660.660.660.290.290.290.29g / C, Green / Cycle 15815815815815815870707070g_i, Effective Green Time [s] 4.004.004.004.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 240240240240240240240240240240C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 239413 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]83.20 63.25 63.25 97.67 68.97 68.97 27.06 27.06 18.45 14.38 24.71 24.71 18.48 18.65 Movement LOS F E E F E E C C B B C C B B d_A, Approach Delay [s/veh]71.90 86.94 19.41 18.87 Approach LOS E F B B d_I, Intersection Delay [s/veh]40.61 Intersection LOS D Intersection V/C 0.454 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 111.17 I_p,int, Pedestrian LOS Score for Intersection 2.107 2.357 2.839 2.975 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]842 842 1058 1058 d_b, Bicycle Delay [s]40.25 40.25 26.60 26.60 I_b,int, Bicycle LOS Score for Intersection 1.758 2.319 2.206 2.134 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 240414 0.045Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0001420124928400220136Total Analysis Volume [veh/h] 00036031271005534Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.78001.00000.75000.53100.71601.00001.00000.88600.8310Peak Hour Factor 000111092620300195113Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 0008009-90000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000103091721200195113Base Volume Input [veh/h] Name Volumes Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 241415 CIntersection LOS 3.56d_I, Intersection Delay [s/veh] CBAAApproach LOS 16.6212.350.003.09d_A, Approach Delay [s/veh] 0.000.000.0023.260.0023.260.000.000.000.006.126.1295th-Percentile Queue Length [ft/ln] 0.000.000.000.930.000.930.000.000.000.000.240.2495th-Percentile Queue Length [veh/ln] ACBCAAAAMovement LOS 9.390.0023.8511.670.0020.360.000.000.000.000.008.10d_M, Delay for Movement [s/veh] 0.000.000.000.190.000.050.000.000.000.000.000.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 242416 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Existing_Midday Weekend_Peak.pdf Scenario 4 Existing Mid-day Weekend PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 964 0 0 0 - 964 Total Volume 42 0 0 0 1.00 42 Right 442 0 0 0 1.00 442 Thru Westbound 428 0 0 0 1.00 428 Thru Eastbound 52 0 0 0 1.00 52 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1084 0 0 0 - 1084 Total Volume 11 0 0 0 1.00 11 Right 375 0 0 0 1.00 375 Thru 114 0 0 0 1.00 114 Left 6 0 0 0 1.00 6 U-T Westbound 39 0 0 0 1.00 39 Right 299 0 0 0 1.00 299 Thru 32 0 0 0 1.00 32 Left Eastbound 44 0 0 0 1.00 44 Right 7 0 0 0 1.00 7 Thru 17 0 0 0 1.00 17 Left Southbound 106 0 0 0 1.00 106 Right 7 0 0 0 1.00 7 Thru 27 0 0 0 1.00 27 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1289 0 0 0 - 1289 Total Volume 24 0 0 0 1.00 24 Right 372 0 0 0 1.00 372 Thru 46 0 0 0 1.00 46 Left 1 0 0 0 1.00 1 U-T Westbound 182 0 0 0 1.00 182 Right 253 0 0 0 1.00 253 Thru 84 0 0 0 1.00 84 Left 1 0 0 0 1.00 1 U-T Eastbound 50 0 0 0 1.00 50 Right 10 0 0 0 1.00 10 Thru 34 0 0 0 1.00 34 Left Southbound 78 0 0 0 1.00 78 Right 14 0 0 0 1.00 14 Thru 140 0 0 0 1.00 140 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Dwy @ W 78th St1 Volume TypeIntersection NameID Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 243417 657 0 8 0 - 649 Total Volume 0 0 0 0 1.00 0 Right 0 0 0 0 1.00 0 Left Westbound 111 0 8 0 1.00 103 Right 9 0 0 0 1.00 9 Left Eastbound 26 0 9 0 1.00 17 Right 203 0 -9 0 1.00 212 Thru Southbound 195 0 0 0 1.00 195 Thru 113 0 0 0 1.00 113 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID 1485 0 0 0 - 1485 Total Volume 248 0 0 0 1.00 248 Right 359 0 0 0 1.00 359 Thru 18 0 0 0 1.00 18 Left 7 0 0 0 1.00 7 U-T Westbound 28 0 0 0 1.00 28 Right 342 0 0 0 1.00 342 Thru 54 0 0 0 1.00 54 Left 0 0 0 0 1.00 0 U-T Eastbound 85 0 0 0 1.00 85 Right 18 0 0 0 1.00 18 Thru 239 0 0 0 1.00 239 Left Southbound 17 0 0 0 1.00 17 Right 30 0 0 0 1.00 30 Thru 40 0 0 0 1.00 40 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID Scenario 4: 4 Existing Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 244418 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ...........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 245419 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Background_AM_Peak.pdf Scenario 5 Future Background AM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. B12.80.025EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 B16.60.287SB LeftHCM 7th EditionSignalized Kerber Blvd @ W 78th St4 A9.30.019SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 C15.60.011NB ThruHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 B11.60.130NB RightHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 246420 0.130Volume to Capacity (v/c): BLevel Of Service: 11.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 0011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 247421 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 34156126520210341202425037Total Analysis Volume [veh/h] 83931650261306609Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.56300.93400.66700.7190.8780.6900.5000.75001.00000.66700.79201.00000.6670Peak Hour Factor 19146847177712901620025Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.02901.02901.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18142846172692901619024Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 248422 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300200Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 02600260003400340Split [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.04.04.00.00.04.04.00.04.04.0Amber [s] 030300303000303003030Maximum Green [s] 01050105001050105Minimum Green [s] --Lead--Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 0610250047083Signal Group PermissPermissProtPerPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 249423 39.7740.433.6727.3641.2638.649.440.0720.120.1095th-Percentile Queue Length [ft/ln] 1.591.620.151.091.651.550.380.000.800.0095th-Percentile Queue Length [veh/ln] 22.0922.462.0415.2022.9221.475.250.0411.180.0650th-Percentile Queue Length [ft/ln] 0.880.900.080.610.920.860.210.000.450.0050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesYesNoCritical Lane Group BBABBACACALane Group LOS 12.0712.018.1811.8611.969.0732.890.0034.120.00d, Delay for Lane Group [s/veh] 0.120.120.020.090.130.150.130.010.270.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.320.280.010.260.170.440.650.001.610.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 11.7611.738.1711.6011.808.6332.240.0032.510.00d1, Uniform Delay [s] 7808306747061581718911780911780c, Capacity [veh/h] 1758187011121589356011931589178115891781s, saturation flow rate [veh/h] 0.050.050.010.040.060.090.010.010.020.02(v / s)_i Volume / Saturation Flow Rate 0.440.440.530.440.440.530.061.000.061.00g / C, Green / Cycle 323238323238472472g_i, Effective Green Time [s] 4.004.000.004.004.000.004.000.024.000.02l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.000.056.000.05L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 250424 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 34.12 34.12 0.00 32.89 32.89 9.07 9.07 11.96 11.86 8.18 12.04 12.07 Movement LOS A C C A C C A A B B A B B d_A, Approach Delay [s/veh]13.76 10.96 11.12 11.81 Approach LOS B B B B d_I, Intersection Delay [s/veh]11.56 Intersection LOS B Intersection V/C 0.130 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]27.56 27.56 27.56 27.56 I_p,int, Pedestrian LOS Score for Intersection 1.984 2.059 2.609 2.378 Crosswalk LOS A B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]778 778 556 556 d_b, Bicycle Delay [s]13.44 13.44 18.78 18.78 I_b,int, Bicycle LOS Score for Intersection 1.662 1.619 1.783 1.726 Bicycle LOS A A A A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 251425 0.011Volume to Capacity (v/c): CLevel Of Service: 15.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 82476242821816164429420Total Analysis Volume [veh/h] 2621617554411715Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.7500.6790.6430.7500.57100.81600.81300.75000.75000.50000.82100.25000.7500Peak Hour Factor 61684031617813123224115Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 61633931617313123223115Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 252426 CIntersection LOS 2.36d_I, Intersection Delay [s/veh] AABBApproach LOS 1.650.4811.1311.99d_A, Approach Delay [s/veh] 0.000.004.134.130.000.000.933.063.063.067.687.687.6895th-Percentile Queue Length [ft/ln] 0.000.000.170.170.000.000.040.120.120.120.310.310.3195th-Percentile Queue Length [veh/ln] AAAAAAAACBACBMovement LOS 0.000.007.899.820.000.007.799.2515.3314.479.6315.6114.68d_M, Delay for Movement [s/veh] 0.000.000.050.010.000.000.010.020.010.010.030.010.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 253427 0.019Volume to Capacity (v/c): ALevel Of Service: 9.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.0049.210.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 252932350160Total Analysis Volume [veh/h] 67359040Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83300.69700.89001.00000.81301.0000Peak Hour Factor 212042090130Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 201982030130Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 254428 AIntersection LOS 0.26d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.009.28d_A, Approach Delay [s/veh] 0.000.000.000.001.420.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.060.0095th-Percentile Queue Length [veh/ln] AAAAMovement LOS 0.000.000.000.009.280.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.020.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 255429 0.287Volume to Capacity (v/c): BLevel Of Service: 16.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00130.00100.00100.00150.00100.00100.00100.00Entry Pocket Length [ft] 0001101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 256430 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9825134437182253624247201224Total Analysis Volume [veh/h] 25639194569662536Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8650.7300.8750.2500.80600.88600.83300.47200.62500.82500.55000.83300.5830Peak Hour Factor 8518330130161211715204111014Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8317829129156201715198111014Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 257431 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000010002100170Pedestrian Clearance [s] 0500050050050Walk [s] 0.03.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 02190021903000300Split [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0All red [s] 0.04.04.00.00.04.04.00.04.00.00.04.00.0Amber [s] 0303000303003000300Maximum Green [s] 01050010501000100Minimum Green [s] --Lead---Lead------Lead / Lag Auxiliary Signal Groups 0610025040080Signal Group PermiPermiProtPPermiPermissPermissProtPerPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 258432 72.5876.219.8945.0645.887.1228.26152.2414.8012.3395th-Percentile Queue Length [ft/ln] 2.903.050.401.801.840.281.136.090.590.4995th-Percentile Queue Length [veh/ln] 40.3242.345.4925.0325.493.9615.7084.588.226.8550th-Percentile Queue Length [ft/ln] 1.611.690.221.001.020.160.633.380.330.2750th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoCritical Lane Group BBABBABCBCLane Group LOS 13.9113.747.6313.3913.317.7317.6124.8917.2520.31d, Delay for Lane Group [s/veh] 0.260.250.050.160.160.040.140.600.070.06X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.950.820.020.530.480.090.141.450.070.07d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 12.9612.917.6012.8612.837.6317.4723.4517.1820.24d1, Uniform Delay [s] 656723789663703705444408442384c, Capacity [veh/h] 1696187012871763187011681691137716841342s, saturation flow rate [veh/h] 0.100.100.030.060.060.020.040.180.020.02(v / s)_i Volume / Saturation Flow Rate 0.390.390.510.380.380.510.260.260.260.26g / C, Green / Cycle 24243223233216161616g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 62626262626262626262C, Cycle Length [s] CCLCCLCLCLLane Group Lane Group Calculations Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 259433 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]20.31 17.25 17.25 24.89 17.61 17.61 7.73 13.34 13.39 7.63 7.63 13.79 13.91 Movement LOS C B B C B B A B B A A B B d_A, Approach Delay [s/veh]18.56 23.47 12.77 13.21 Approach LOS B C B B d_I, Intersection Delay [s/veh]16.57 Intersection LOS B Intersection V/C 0.287 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.65 22.65 22.65 22.65 I_p,int, Pedestrian LOS Score for Intersection 1.994 2.081 2.560 2.819 Crosswalk LOS A B B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]774 774 484 484 d_b, Bicycle Delay [s]11.65 11.65 17.81 17.81 I_b,int, Bicycle LOS Score for Intersection 1.652 2.066 1.761 1.876 Bicycle LOS A B A A ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 260434 0.025Volume to Capacity (v/c): BLevel Of Service: 12.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0Entry Pocket Length [ft] 0000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0003301282600094514Total Analysis Volume [veh/h] 0008032650024131Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor 1.00001.00001.00000.68801.00000.50000.50000.81301.00001.0000.8480.5830.250Peak Hour Factor 000230642110080301Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.0581.0291.0291.029Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor 000220642050078291Base Volume Input [veh/h] Name Volumes Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 261435 BIntersection LOS 2.00d_I, Intersection Delay [s/veh] BBAAApproach LOS 10.8210.760.002.95d_A, Approach Delay [s/veh] 0.000.000.005.390.005.390.000.000.000.002.362.362.3695th-Percentile Queue Length [ft/ln] 0.000.000.000.220.000.220.000.000.000.000.090.090.0995th-Percentile Queue Length [veh/ln] ABBBAAAAAMovement LOS 8.740.0012.9110.030.0012.770.000.000.000.000.007.849.93d_M, Delay for Movement [s/veh] 0.000.000.000.040.000.020.000.000.000.000.000.040.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 262436 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Background_AM_Peak.pdf Scenario 5 Future Background AM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 782 0 0 0 - 761 Total Volume 85 0 0 0 1.03 83 Right 183 0 0 0 1.03 178 Thru 30 0 0 0 1.03 29 Left 1 0 0 0 1.03 1 U-T Westbound 30 0 0 0 1.03 29 Right 161 0 0 0 1.03 156 Thru 21 0 0 0 1.03 20 Left Eastbound 17 0 0 0 1.03 17 Right 15 0 0 0 1.03 15 Thru 204 0 0 0 1.03 198 Left Southbound 11 0 0 0 1.03 11 Right 10 0 0 0 1.03 10 Thru 14 0 0 0 1.03 14 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID 447 0 0 0 - 434 Total Volume 21 0 0 0 1.03 20 Right 204 0 0 0 1.03 198 Thru Westbound 209 0 0 0 1.03 203 Thru Eastbound 13 0 0 0 1.03 13 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 481 0 0 0 - 469 Total Volume 6 0 0 0 1.03 6 Right 168 0 0 0 1.03 163 Thru 40 0 0 0 1.03 39 Left 3 0 0 0 1.03 3 U-T Westbound 16 0 0 0 1.03 16 Right 178 0 0 0 1.03 173 Thru 13 0 0 0 1.03 13 Left Eastbound 12 0 0 0 1.03 12 Right 3 0 0 0 1.03 3 Thru 2 0 0 0 1.03 2 Left Southbound 24 0 0 0 1.03 23 Right 1 0 0 0 1.03 1 Thru 15 0 0 0 1.03 15 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 540 0 0 0 - 525 Total Volume 19 0 0 0 1.03 18 Right 146 0 0 0 1.03 142 Thru 8 0 0 0 1.03 8 Left Westbound 47 0 0 0 1.03 46 Right 177 0 0 0 1.03 172 Thru 71 0 0 0 1.03 69 Left 2 0 0 0 1.03 2 U-T Eastbound 9 0 0 0 1.03 9 Right 0 0 0 0 1.03 0 Thru 16 0 0 0 1.03 16 Left Southbound 20 0 0 0 1.03 19 Right 0 0 0 0 1.03 0 Thru 25 0 0 0 1.03 24 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 263437 355 0 0 0 - 345 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 23 0 0 0 1.03 22 Right 6 0 0 0 1.03 6 Left Eastbound 4 0 0 0 1.03 4 Right 211 0 0 0 1.03 205 Thru Southbound 80 0 0 0 1.03 78 Thru 30 0 0 0 1.03 29 Left 1 0 0 0 1.03 1 U-T Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID Scenario 5: 5 Future Background AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 264438 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ..........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 265439 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Future Background_PM_Peak.pdf Scenario 6 Future Background PM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C19.00.109EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 C34.30.398SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.60.100SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 E43.00.287NB LeftHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 D39.10.315SB LeftHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 266440 0.315Volume to Capacity (v/c): DLevel Of Service: 39.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 0011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 267441 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 164604522735310047412428712198Total Analysis Volume [veh/h] 41151157882511931022349Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87500.96000.97700.7180.8520.8330.2500.81900.83300.65000.72600.83300.9110Peak Hour Factor 14442441633018316110276310180Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.02901.02901.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14430431582938115910266110175Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 268442 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300200Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 019901990032125077170Split [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.04.04.00.00.04.04.00.04.04.0Amber [s] 030300303000303003030Maximum Green [s] 01050105001050105Minimum Green [s] --Lead--Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 0610250047083Signal Group PermissPermissProtPerPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 230Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 269443 212.20213.6430.35207.91155.4875.66241.43128.41234.71468.4095th-Percentile Queue Length [ft/ln] 8.498.551.218.326.223.039.665.149.3918.7495th-Percentile Queue Length [veh/ln] 121.73122.7816.86118.6186.3842.04143.2871.34138.29321.3950th-Percentile Queue Length [ft/ln] 4.874.910.674.743.461.685.732.855.5312.8650th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoYesCritical Lane Group BBABBAFFFFLane Group LOS 13.6513.648.8513.8912.929.70125.82130.4689.96115.48d, Delay for Lane Group [s/veh] 0.190.190.070.210.140.150.860.760.400.92X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.330.320.040.440.120.4418.0218.921.0614.64d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 13.3213.328.8013.4512.809.26107.80111.5488.89100.85d1, Uniform Delay [s] 126312786591088243870410055246215c, Capacity [veh/h] 18481870883158935609641623178116191781s, saturation flow rate [veh/h] 0.130.130.050.140.100.110.050.020.060.11(v / s)_i Volume / Saturation Flow Rate 0.680.680.730.680.680.730.060.030.150.12g / C, Green / Cycle 1591591701591591701473528g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 232232232232232232232232232232C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 270444 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]115.48 89.96 89.96 130.46 125.82 125.82 9.70 9.70 12.92 13.89 8.85 13.65 13.65 Movement LOS F F F F F F A A B B A B B d_A, Approach Delay [s/veh]106.98 127.34 12.75 13.23 Approach LOS F F B B d_I, Intersection Delay [s/veh]39.07 Intersection LOS D Intersection V/C 0.315 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]107.17 107.17 107.17 107.17 I_p,int, Pedestrian LOS Score for Intersection 2.218 2.171 2.830 2.540 Crosswalk LOS B B C B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]612 224 112 112 d_b, Bicycle Delay [s]55.86 91.46 103.36 103.36 I_b,int, Bicycle LOS Score for Intersection 2.050 1.771 2.041 1.989 Bicycle LOS B A B A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 271445 0.287Volume to Capacity (v/c): ELevel Of Service: 43.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 344321344533955462162990837Total Analysis Volume [veh/h] 810834113991316472329Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6560.9620.7810.5000.69200.79900.63500.90000.68800.67900.83000.62500.7220Peak Hour Factor 224161052373163456112075527Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 214041022363073354111973526Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 272446 EIntersection LOS 6.29d_I, Intersection Delay [s/veh] AADDApproach LOS 2.020.9129.1127.33d_A, Approach Delay [s/veh] 0.000.0011.0211.020.000.003.9049.2949.2949.2957.3457.3457.3495th-Percentile Queue Length [ft/ln] 0.000.000.440.440.000.000.161.971.971.972.292.292.2995th-Percentile Queue Length [veh/ln] AAABAAACEECEEMovement LOS 0.000.008.7412.430.000.008.4719.6241.3642.6319.6841.1442.97d_M, Delay for Movement [s/veh] 0.000.000.120.010.000.000.050.080.120.220.120.060.29V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 273447 0.100Volume to Capacity (v/c): BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.00100.000.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 375394850710Total Analysis Volume [veh/h] 91351210180Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91700.90100.89001.00000.77901.0000Peak Hour Factor 344864320550Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 334724200530Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 274448 BIntersection LOS 0.67d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.64d_A, Approach Delay [s/veh] 0.000.000.000.008.320.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.330.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.640.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.100.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 275449 0.398Volume to Capacity (v/c): CLevel Of Service: 34.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.00.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0001000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.075.00100.00100.00125.00100.00100.00100.00Entry Pocket Length [ft] 0011001001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 276450 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 31744929374125147529230415753Total Analysis Volume [veh/h] 791127910313119758101413Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96800.96300.92900.7500.8480.7500.2500.73600.67900.97800.75000.76800.8650Peak Hour Factor 30743227283493815520225314446Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.02901.02901.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 29842026273393715319219304345Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 277451 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.04.00.00.04.00.00.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300140Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.00.00.03.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 013300133000107001070Split [s] 0.02.00.00.02.00.00.00.02.00.00.02.00.0All red [s] 0.04.00.00.04.00.00.00.04.00.00.04.00.0Amber [s] 03000300003000300Maximum Green [s] 01000100001000100Minimum Green [s] -------------Lead / Lag Auxiliary Signal Groups 0600200040080Signal Group PermissPermissPermissPermiPermiPermiPermiPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 240Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 278452 307.38343.6231.4828.80345.3663.57228.24529.88216.50129.7395th-Percentile Queue Length [ft/ln] 12.3013.741.261.1513.812.549.1321.208.665.1995th-Percentile Queue Length [veh/ln] 193.36221.5617.4916.00222.9335.32133.50371.77124.8772.0750th-Percentile Queue Length [ft/ln] 7.738.860.700.648.921.415.3414.874.992.8850th-Percentile Queue Length [veh/ln] NoNoNoNoYesNoNoYesNoNoCritical Lane Group BBBBBBEFEFLane Group LOS 13.6513.5318.1710.3913.5519.4774.29103.3373.7284.16d, Delay for Lane Group [s/veh] 0.310.310.050.030.310.120.260.840.230.20X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.700.600.150.050.610.520.346.970.280.37d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.110.11k, delay calibration 12.9512.9318.0210.3312.9518.9573.9496.3673.4483.79d1, Uniform Delay [s] 1147132861211281328464398273418264c, Capacity [veh/h] 16161870941158918707011659129717411290s, saturation flow rate [veh/h] 0.220.220.030.020.220.080.060.180.060.04(v / s)_i Volume / Saturation Flow Rate 0.710.710.710.710.710.710.240.240.240.24g / C, Green / Cycle 17017017017017017058585858g_i, Effective Green Time [s] 4.004.004.004.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 240240240240240240240240240240C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 279453 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]84.16 73.72 73.72 103.33 74.29 74.29 19.47 19.47 13.55 10.39 18.17 13.54 13.65 Movement LOS F E E F E E B B B B B B B d_A, Approach Delay [s/veh]77.39 94.29 13.97 13.75 Approach LOS E F B B d_I, Intersection Delay [s/veh]34.28 Intersection LOS C Intersection V/C 0.398 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 111.17 I_p,int, Pedestrian LOS Score for Intersection 2.108 2.311 2.828 2.865 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]842 842 1058 1058 d_b, Bicycle Delay [s]40.25 40.25 26.60 26.60 I_b,int, Bicycle LOS Score for Intersection 1.809 2.111 2.307 2.215 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 280454 0.109Volume to Capacity (v/c): CLevel Of Service: 19.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0001320334618100296115Total Analysis Volume [veh/h] 00033081245007429Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.79701.00000.71900.43200.93801.00001.00000.87800.9380Peak Hour Factor 0001050242017000260108Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.05881.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0001020231916500253105Base Volume Input [veh/h] Name Volumes Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 281455 CIntersection LOS 3.77d_I, Intersection Delay [s/veh] CBAAApproach LOS 15.2312.920.002.19d_A, Approach Delay [s/veh] 0.000.000.0026.760.0026.760.000.000.000.005.115.1195th-Percentile Queue Length [ft/ln] 0.000.000.001.070.001.070.000.000.000.000.200.2095th-Percentile Queue Length [veh/ln] ACBCAAAAMovement LOS 9.840.0020.6211.400.0018.980.000.000.000.000.007.82d_M, Delay for Movement [s/veh] 0.000.000.000.160.000.110.000.000.000.000.000.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 282456 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Future Background_PM_Peak.pdf Scenario 6 Future Background PM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 1603 0 0 0 - 1557 Total Volume 307 0 0 0 1.03 298 Right 432 0 0 0 1.03 420 Thru 27 0 0 0 1.03 26 Left Westbound 28 0 0 0 1.03 27 Right 349 0 0 0 1.03 339 Thru 38 0 0 0 1.03 37 Left 1 0 0 0 1.03 1 U-T Eastbound 55 0 0 0 1.03 53 Right 20 0 0 0 1.03 19 Thru 225 0 0 0 1.03 219 Left Southbound 31 0 0 0 1.03 30 Right 44 0 0 0 1.03 43 Thru 46 0 0 0 1.03 45 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID 1007 0 0 0 - 978 Total Volume 34 0 0 0 1.03 33 Right 486 0 0 0 1.03 472 Thru Westbound 432 0 0 0 1.03 420 Thru Eastbound 55 0 0 0 1.03 53 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1126 0 0 0 - 1093 Total Volume 22 0 0 0 1.03 21 Right 416 0 0 0 1.03 404 Thru 105 0 0 0 1.03 102 Left 2 0 0 0 1.03 2 U-T Westbound 37 0 0 0 1.03 36 Right 316 0 0 0 1.03 307 Thru 34 0 0 0 1.03 33 Left Eastbound 56 0 0 0 1.03 54 Right 11 0 0 0 1.03 11 Thru 20 0 0 0 1.03 19 Left Southbound 75 0 0 0 1.03 73 Right 5 0 0 0 1.03 5 Thru 27 0 0 0 1.03 26 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1399 0 0 0 - 1361 Total Volume 14 0 0 0 1.03 14 Right 442 0 0 0 1.03 430 Thru 44 0 0 0 1.03 43 Left Westbound 163 0 0 0 1.03 158 Right 301 0 0 0 1.03 293 Thru 83 0 0 0 1.03 81 Left 1 0 0 0 1.03 1 U-T Eastbound 61 0 0 0 1.03 59 Right 10 0 0 0 1.03 10 Thru 27 0 0 0 1.03 26 Left Southbound 63 0 0 0 1.03 61 Right 10 0 0 0 1.03 10 Thru 180 0 0 0 1.03 175 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 283457 687 0 0 0 - 667 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 105 0 0 0 1.03 102 Right 24 0 0 0 1.03 23 Left Eastbound 20 0 0 0 1.03 19 Right 170 0 0 0 1.03 165 Thru Southbound 260 0 0 0 1.03 253 Thru 108 0 0 0 1.03 105 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID Scenario 6: 6 Future Background PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 284458 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ..........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 285459 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Future Background_Midday Weekday_Peak.pdf Scenario 7 Future Background Mid-day Weekday PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C17.00.080EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 B19.40.388SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.70.146SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 D33.60.153NB LeftHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 B16.70.419NB RightHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 286460 0.419Volume to Capacity (v/c): BLevel Of Service: 16.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 00011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 287461 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3834191428832997453245815712214Total Analysis Volume [veh/h] 98523172822411361439354Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.5830.8730.8640.2500.7790.8590.8150.5000.73100.54200.62500.79600.75000.9570Peak Hour Factor 222987912242837923913361259205Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 00000000000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 212907712182757723813351219199Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 288462 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300200Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 026000260003400340Split [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0Amber [s] 0303000303000303003030Maximum Green [s] 010500105001050105Minimum Green [s] --Lead---Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 06100250047083Signal Group PermiPermiProtPPermiPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 289463 100.95103.1740.86177.0883.7846.8354.850.16138.140.6695th-Percentile Queue Length [ft/ln] 4.044.131.637.083.351.872.190.015.530.0395th-Percentile Queue Length [veh/ln] 56.0857.3222.7098.3846.5526.0230.470.0976.740.3750th-Percentile Queue Length [ft/ln] 2.242.290.913.941.861.041.220.003.070.0150th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoYesCritical Lane Group BBBCBBCADALane Group LOS 17.2617.2012.0420.7316.4512.7729.040.0135.740.03d, Delay for Lane Group [s/veh] 0.280.280.220.500.250.200.340.030.770.12X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.081.030.263.010.470.910.880.015.720.03d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 16.1916.1711.7817.7215.9911.8728.170.0030.020.00d1, Uniform Delay [s] 659683429580130050122717802191780c, Capacity [veh/h] 180518708061589356010041667178116071781s, saturation flow rate [veh/h] 0.100.100.120.180.090.100.050.030.110.12(v / s)_i Volume / Saturation Flow Rate 0.370.370.450.370.370.450.141.000.141.00g / C, Green / Cycle 26263226263210721072g_i, Effective Green Time [s] 4.004.000.004.004.000.004.000.024.000.02l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.000.056.000.05L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 290464 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.03 35.74 35.74 0.01 29.04 29.04 12.77 12.77 16.45 20.73 12.04 12.04 17.23 17.26 Movement LOS A D D A C C B B B C B B B B d_A, Approach Delay [s/veh]15.79 16.57 17.65 16.19 Approach LOS B B B B d_I, Intersection Delay [s/veh]16.74 Intersection LOS B Intersection V/C 0.419 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]27.56 27.56 27.56 27.56 I_p,int, Pedestrian LOS Score for Intersection 2.239 2.079 2.715 2.542 Crosswalk LOS B B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]778 778 556 556 d_b, Bicycle Delay [s]13.44 13.44 18.78 18.78 I_b,int, Bicycle LOS Score for Intersection 2.192 1.782 2.072 1.947 Bicycle LOS B A B A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 291465 0.153Volume to Capacity (v/c): DLevel Of Service: 33.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1640010944539157531216741624Total Analysis Volume [veh/h] 410027111981413341946Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6880.8530.8750.2500.72700.91600.82100.82700.41700.81300.93100.68800.5830Peak Hour Factor 11341951333584744513691114Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11331921323484643513671114Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 292466 DIntersection LOS 4.52d_I, Intersection Delay [s/veh] AACCApproach LOS 1.860.9619.5721.52d_A, Approach Delay [s/veh] 0.000.008.758.750.000.003.9423.9023.9023.9037.4337.4337.4395th-Percentile Queue Length [ft/ln] 0.000.000.350.350.000.000.160.960.960.961.501.501.5095th-Percentile Queue Length [veh/ln] AAABAAABDDCDDMovement LOS 0.000.008.6012.040.000.008.3313.0931.0932.3915.2132.7033.55d_M, Delay for Movement [s/veh] 0.000.000.100.010.000.000.050.070.080.110.090.100.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 293467 0.146Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.0049.210.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 6546547801070Total Analysis Volume [veh/h] 161161200270Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.73400.86500.86601.00000.61501.0000Peak Hour Factor 484024140660Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 473914020640Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 294468 BIntersection LOS 1.03d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.75d_A, Approach Delay [s/veh] 0.000.000.000.0012.730.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.510.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.750.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.150.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 295469 0.388Volume to Capacity (v/c): BLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00130.00100.00100.00150.00100.00100.00100.00Entry Pocket Length [ft] 0001101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 296470 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 22737965457391495346255415891Total Analysis Volume [veh/h] 5795161149812131164101423Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8950.9210.5500.5000.76800.91100.77100.69200.52300.76200.82500.60700.6480Peak Hour Factor 20334936244356383724194343559Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19733935243346373623189333457Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 297471 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000010002100170Pedestrian Clearance [s] 0500050050050Walk [s] 0.03.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 02190021903000300Split [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0All red [s] 0.04.04.00.00.04.04.00.04.00.00.04.00.0Amber [s] 0303000303003000300Maximum Green [s] 01050010501000100Minimum Green [s] --Lead---Lead------Lead / Lag Auxiliary Signal Groups 0610025040080Signal Group PermiPermiProtPPermiPermissPermissProtPerPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 298472 161.33177.7120.94115.28118.4016.4843.90156.6043.8247.3095th-Percentile Queue Length [ft/ln] 6.457.110.844.614.740.661.766.261.751.8995th-Percentile Queue Length [veh/ln] 89.6398.7311.6364.0565.789.1524.3987.0024.3526.2850th-Percentile Queue Length [ft/ln] 3.593.950.472.562.630.370.983.480.971.0550th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoCritical Lane Group CCABBABCBCLane Group LOS 20.9620.379.5018.6718.529.9715.9724.5515.9520.20d, Delay for Lane Group [s/veh] 0.540.530.110.390.390.090.190.620.190.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.833.290.082.051.920.320.171.530.160.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 17.1217.089.4316.6216.599.6515.8023.0215.7819.93d1, Uniform Delay [s] 532607630562588551525411535410c, Capacity [veh/h] 1639187011581788187010431709129617431296s, saturation flow rate [veh/h] 0.170.170.060.120.120.050.060.200.060.07(v / s)_i Volume / Saturation Flow Rate 0.320.320.470.310.310.470.310.310.310.31g / C, Green / Cycle 20202919192919191919g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 62626262626262626262C, Cycle Length [s] CCLCCLCLCLLane Group Lane Group Calculations Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 299473 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]20.20 15.95 15.95 24.55 15.97 15.97 9.97 18.58 18.67 9.50 9.50 20.46 20.96 Movement LOS C B B C B B A B B A A C C d_A, Approach Delay [s/veh]17.99 22.15 17.74 19.51 Approach LOS B C B B d_I, Intersection Delay [s/veh]19.37 Intersection LOS B Intersection V/C 0.388 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.65 22.65 22.65 22.65 I_p,int, Pedestrian LOS Score for Intersection 2.073 2.171 2.730 2.945 Crosswalk LOS B B B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]774 774 484 484 d_b, Bicycle Delay [s]11.65 11.65 17.81 17.81 I_b,int, Bicycle LOS Score for Intersection 1.873 2.144 1.970 2.113 Bicycle LOS A B A B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 300474 0.080Volume to Capacity (v/c): CLevel Of Service: 17.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0Entry Pocket Length [ft] 0000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 00012402846210001851120Total Analysis Volume [veh/h] 000310712520046280Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor 1.00001.00001.00000.80001.00000.42900.50000.66201.00001.0000.9220.8521.000Peak Hour Factor 000990122313900171950Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.0581.0291.0291.029Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor 000960122213500166920Base Volume Input [veh/h] Name Volumes Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 301475 CIntersection LOS 3.89d_I, Intersection Delay [s/veh] BBAAApproach LOS 13.7912.220.002.97d_A, Approach Delay [s/veh] 0.000.000.0022.560.0022.560.000.000.000.004.974.974.9795th-Percentile Queue Length [ft/ln] 0.000.000.000.900.000.900.000.000.000.000.200.200.2095th-Percentile Queue Length [veh/ln] ACBCAAAABMovement LOS 9.200.0018.3711.150.0016.960.000.000.000.000.007.8810.54d_M, Delay for Movement [s/veh] 0.000.000.000.150.000.080.000.000.000.000.000.090.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 302476 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Future Background_Midday Weekday_Peak.pdf Scenario 7 Future Background Mid-day Weekday PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 930 0 0 0 - 904 Total Volume 48 0 0 0 1.03 47 Right 402 0 0 0 1.03 391 Thru Westbound 414 0 0 0 1.03 402 Thru Eastbound 66 0 0 0 1.03 64 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1042 0 0 0 - 1014 Total Volume 11 0 0 0 1.03 11 Right 341 0 0 0 1.03 331 Thru 95 0 0 0 1.03 92 Left 1 0 0 0 1.03 1 U-T Westbound 33 0 0 0 1.03 32 Right 358 0 0 0 1.03 348 Thru 47 0 0 0 1.03 46 Left Eastbound 44 0 0 0 1.03 43 Right 5 0 0 0 1.03 5 Thru 13 0 0 0 1.03 13 Left Southbound 69 0 0 0 1.03 67 Right 11 0 0 0 1.03 11 Thru 14 0 0 0 1.03 14 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1415 0 0 0 - 1376 Total Volume 22 0 0 0 1.03 21 Right 298 0 0 0 1.03 290 Thru 79 0 0 0 1.03 77 Left 1 0 0 0 1.03 1 U-T Westbound 224 0 0 0 1.03 218 Right 283 0 0 0 1.03 275 Thru 79 0 0 0 1.03 77 Left 2 0 0 0 1.03 2 U-T Eastbound 39 0 0 0 1.03 38 Right 13 0 0 0 1.03 13 Thru 36 0 0 0 1.03 35 Left Southbound 125 0 0 0 1.03 121 Right 9 0 0 0 1.03 9 Thru 205 0 0 0 1.03 199 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 303477 539 0 0 0 - 523 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 99 0 0 0 1.03 96 Right 12 0 0 0 1.03 12 Left Eastbound 23 0 0 0 1.03 22 Right 139 0 0 0 1.03 135 Thru Southbound 171 0 0 0 1.03 166 Thru 95 0 0 0 1.03 92 Left 0 0 0 0 1.03 0 U-T Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID 1411 0 0 0 - 1371 Total Volume 203 0 0 0 1.03 197 Right 349 0 0 0 1.03 339 Thru 36 0 0 0 1.03 35 Left 2 0 0 0 1.03 2 U-T Westbound 44 0 0 0 1.03 43 Right 356 0 0 0 1.03 346 Thru 38 0 0 0 1.03 37 Left Eastbound 37 0 0 0 1.03 36 Right 24 0 0 0 1.03 23 Thru 194 0 0 0 1.03 189 Left Southbound 34 0 0 0 1.03 33 Right 35 0 0 0 1.03 34 Thru 59 0 0 0 1.03 57 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID Scenario 7: 7 Future Background Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 304478 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Dwy @ W 78th St ...................................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St .............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 305479 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Future Background_Midday Weekend_Peak.pdf Scenario 8 Future Background Mid-day Weekend PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C21.00.048EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 D39.40.420SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.60.100SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 E39.60.052NB ThruHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 D38.10.294SB LeftHCM 7th EditionSignalizedTarget Dwy @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 306480 0.294Volume to Capacity (v/c): DLevel Of Service: 38.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 00011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 307481 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 37449634214288133465164910720161Total Analysis Volume [veh/h] 911216153723311641227540Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6670.8530.7500.2500.8750.9040.6480.2500.78100.62500.70800.75000.70000.8970Peak Hour Factor 253834711872608615110358014144Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 00000000000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 243724611822538415010347814140Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 308482 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300200Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0199001990032125077170Split [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0Amber [s] 0303000303000303003030Maximum Green [s] 010500105001050105Minimum Green [s] --Lead---Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 06100250047083Signal Group PermiPermiProtPPermiPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 230Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 309483 200.23203.4640.79182.20113.5491.16230.45148.55302.14395.4195th-Percentile Queue Length [ft/ln] 8.018.141.637.294.543.659.225.9412.0915.8295th-Percentile Queue Length [veh/ln] 113.05115.3822.66101.2263.0850.65135.1382.53189.32262.5450th-Percentile Queue Length [ft/ln] 4.524.620.914.052.522.035.413.307.5710.5050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoYesCritical Lane Group BBABBAFFFFLane Group LOS 11.7211.707.3911.7810.838.44126.31128.77100.12118.30d, Delay for Lane Group [s/veh] 0.190.190.090.190.110.190.850.770.640.90X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.320.310.050.370.090.5818.0817.823.3215.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 11.4011.397.3311.4110.747.86108.23110.9596.80103.26d1, Uniform Delay [s] 12891324730112625227229563200178c, Capacity [veh/h] 18211870941158935609541638178116281781s, saturation flow rate [veh/h] 0.130.130.070.130.080.140.050.030.080.09(v / s)_i Volume / Saturation Flow Rate 0.710.710.760.710.710.760.060.040.120.10g / C, Green / Cycle 1641641751641641751482923g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 232232232232232232232232232232C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 310484 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]118.30 100.12 100.12 128.77 126.31 126.31 8.44 8.44 10.83 11.78 7.39 7.39 11.71 11.72 Movement LOS F F F F F F A A B B A A B B d_A, Approach Delay [s/veh]110.28 127.24 10.64 11.18 Approach LOS F F B B d_I, Intersection Delay [s/veh]38.07 Intersection LOS D Intersection V/C 0.294 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]107.17 107.17 107.17 107.17 I_p,int, Pedestrian LOS Score for Intersection 2.242 2.229 2.851 2.607 Crosswalk LOS B B C B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]612 224 112 112 d_b, Bicycle Delay [s]55.86 91.46 103.36 103.36 I_b,int, Bicycle LOS Score for Intersection 2.035 1.774 1.977 2.013 Bicycle LOS B A A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 311485 0.052Volume to Capacity (v/c): ELevel Of Service: 39.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1644113512573304549824123850Total Analysis Volume [veh/h] 4110343148211122631212Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6880.8760.8640.5000.69600.93400.72700.91700.87500.70800.88300.87500.5630Peak Hour Factor 113861176403083345717109728Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000000000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113751146392993244717106727Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 312486 EIntersection LOS 6.48d_I, Intersection Delay [s/veh] AACDApproach LOS 2.170.8823.8026.52d_A, Approach Delay [s/veh] 0.000.0011.9111.910.000.003.2030.3530.3530.3572.8872.8872.8895th-Percentile Queue Length [ft/ln] 0.000.000.480.480.000.000.131.211.211.212.922.922.9295th-Percentile Queue Length [veh/ln] AAABAAACDECEEMovement LOS 0.000.008.6212.120.000.008.4115.1934.8237.7120.4739.6539.30d_M, Delay for Movement [s/veh] 0.000.000.120.020.000.000.040.060.050.180.150.050.32V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 313487 0.100Volume to Capacity (v/c): BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.00100.000.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 705074610710Total Analysis Volume [veh/h] 171271150180Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.61800.89800.95501.00000.76501.0000Peak Hour Factor 434554400540Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 424424280520Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 314488 BIntersection LOS 0.68d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.65d_A, Approach Delay [s/veh] 0.000.000.000.008.320.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.330.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.650.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.100.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 315489 0.420Volume to Capacity (v/c): DLevel Of Service: 39.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.00.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00001000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.075.00100.00100.00125.00100.00100.00100.00Entry Pocket Length [ft] 00011001001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 316490 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2883993083736671014730296323753Total Analysis Volume [veh/h] 7210072992180377748913Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8860.9250.6430.8750.7780.9610.7941.0000.59000.64300.83000.53100.83300.7690Peak Hour Factor 255369197293525608719246173141Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 00000000000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 248359187283425408518239173040Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 317491 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.04.00.00.00.04.00.00.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.02.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300140Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.00.00.00.03.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 0133000133000107001070Split [s] 0.02.00.00.00.02.00.00.00.02.00.00.02.00.0All red [s] 0.04.00.00.00.04.00.00.00.04.00.00.04.00.0Amber [s] 030000300003000300Maximum Green [s] 010000100001000100Minimum Green [s] --------------Lead / Lag Auxiliary Signal Groups 06000200040080Signal Group PermiPermiPermiPermiPermiPermiPermiPermiPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 240Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 318492 302.35336.9644.8032.32335.7790.10352.89654.89148.77131.4295th-Percentile Queue Length [ft/ln] 12.0913.481.791.2913.433.6014.1226.205.955.2695th-Percentile Queue Length [veh/ln] 189.48216.3524.8917.96215.4250.05228.84475.9982.6573.0150th-Percentile Queue Length [ft/ln] 7.588.651.000.728.622.009.1519.043.312.9250th-Percentile Queue Length [veh/ln] YesNoNoNoNoNoNoYesNoNoCritical Lane Group BBCBBCEFEFLane Group LOS 16.0915.9621.0612.7215.9422.9372.1397.8366.5785.87d, Delay for Lane Group [s/veh] 0.290.290.060.030.290.150.400.870.150.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.680.580.200.060.570.660.597.140.140.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.110.11k, delay calibration 15.4215.3820.8612.6615.3722.2771.5490.6966.4385.41d1, Uniform Delay [s] 1096127061010791270475442341468241c, Capacity [veh/h] 16141870982158918707551631133217291207s, saturation flow rate [veh/h] 0.200.200.040.020.200.090.110.220.040.04(v / s)_i Volume / Saturation Flow Rate 0.680.680.680.680.680.680.270.270.270.27g / C, Green / Cycle 16316316316316316365656565g_i, Effective Green Time [s] 4.004.004.004.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 240240240240240240240240240240C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 319493 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]85.87 66.57 66.57 97.83 72.13 72.13 22.93 22.93 15.94 12.72 21.06 21.06 15.97 16.09 Movement LOS F E E F E E C C B B C C B B d_A, Approach Delay [s/veh]74.96 88.21 16.74 16.29 Approach LOS E F B B d_I, Intersection Delay [s/veh]39.36 Intersection LOS D Intersection V/C 0.420 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 111.17 I_p,int, Pedestrian LOS Score for Intersection 2.112 2.370 2.850 2.998 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]842 842 1058 1058 d_b, Bicycle Delay [s]40.25 40.25 26.60 26.60 I_b,int, Bicycle LOS Score for Intersection 1.761 2.340 2.225 2.151 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 320494 0.048Volume to Capacity (v/c): CLevel Of Service: 21.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0001360123230400227140Total Analysis Volume [veh/h] 0003403876005735Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.78001.00000.75000.53100.71601.00001.00000.88600.8310Peak Hour Factor 000106091721800201116Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.05881.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000103091721200195113Base Volume Input [veh/h] Name Volumes Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 321495 CIntersection LOS 3.51d_I, Intersection Delay [s/veh] CBAAApproach LOS 16.9812.510.003.09d_A, Approach Delay [s/veh] 0.000.000.0022.840.0022.840.000.000.000.006.326.3295th-Percentile Queue Length [ft/ln] 0.000.000.000.910.000.910.000.000.000.000.250.2595th-Percentile Queue Length [veh/ln] ACBCAAAAMovement LOS 9.430.0024.5311.760.0021.020.000.000.000.000.008.11d_M, Delay for Movement [s/veh] 0.000.000.000.190.000.050.000.000.000.000.000.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 322496 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Future Background_Midday Weekend_Peak.pdf Scenario 8 Future Background Mid-day Weekend PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 992 0 0 0 - 964 Total Volume 43 0 0 0 1.03 42 Right 455 0 0 0 1.03 442 Thru Westbound 440 0 0 0 1.03 428 Thru Eastbound 54 0 0 0 1.03 52 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1114 0 0 0 - 1084 Total Volume 11 0 0 0 1.03 11 Right 386 0 0 0 1.03 375 Thru 117 0 0 0 1.03 114 Left 6 0 0 0 1.03 6 U-T Westbound 40 0 0 0 1.03 39 Right 308 0 0 0 1.03 299 Thru 33 0 0 0 1.03 32 Left Eastbound 45 0 0 0 1.03 44 Right 7 0 0 0 1.03 7 Thru 17 0 0 0 1.03 17 Left Southbound 109 0 0 0 1.03 106 Right 7 0 0 0 1.03 7 Thru 28 0 0 0 1.03 27 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1324 0 0 0 - 1289 Total Volume 25 0 0 0 1.03 24 Right 383 0 0 0 1.03 372 Thru 47 0 0 0 1.03 46 Left 1 0 0 0 1.03 1 U-T Westbound 187 0 0 0 1.03 182 Right 260 0 0 0 1.03 253 Thru 86 0 0 0 1.03 84 Left 1 0 0 0 1.03 1 U-T Eastbound 51 0 0 0 1.03 50 Right 10 0 0 0 1.03 10 Thru 35 0 0 0 1.03 34 Left Southbound 80 0 0 0 1.03 78 Right 14 0 0 0 1.03 14 Thru 144 0 0 0 1.03 140 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Dwy @ W 78th St1 Volume TypeIntersection NameID Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 323497 667 0 0 0 - 649 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 106 0 0 0 1.03 103 Right 9 0 0 0 1.03 9 Left Eastbound 17 0 0 0 1.03 17 Right 218 0 0 0 1.03 212 Thru Southbound 201 0 0 0 1.03 195 Thru 116 0 0 0 1.03 113 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID 1528 0 0 0 - 1485 Total Volume 255 0 0 0 1.03 248 Right 369 0 0 0 1.03 359 Thru 19 0 0 0 1.03 18 Left 7 0 0 0 1.03 7 U-T Westbound 29 0 0 0 1.03 28 Right 352 0 0 0 1.03 342 Thru 56 0 0 0 1.03 54 Left 0 0 0 0 1.03 0 U-T Eastbound 87 0 0 0 1.03 85 Right 19 0 0 0 1.03 18 Thru 246 0 0 0 1.03 239 Left Southbound 17 0 0 0 1.03 17 Right 31 0 0 0 1.03 30 Thru 41 0 0 0 1.03 40 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID Scenario 8: 8 Future Background Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 324498 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ...........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 325499 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_AM_Peak.pdf Scenario 9 Total Future AM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. B13.40.071EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 B16.50.299SB LeftHCM 7th EditionSignalized Kerber Blvd @ W 78th St4 A9.50.044SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 C16.40.012SB ThruHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 B11.80.140NB RightHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 326500 0.140Volume to Capacity (v/c): BLevel Of Service: 11.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 0011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 327501 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 34153226522811342113425137Total Analysis Volume [veh/h] 83861657281509609Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.56300.93400.66700.7190.8780.6900.5000.75001.00000.66700.79201.00000.6670Peak Hour Factor 1914315472007821612320125Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0-5702100007000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0200270710010Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.02901.02901.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18142846172692901619024Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 328502 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300200Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 02600260003400340Split [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.04.04.00.00.04.04.00.04.04.0Amber [s] 030300303000303003030Maximum Green [s] 01050105001050105Minimum Green [s] --Lead--Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 0610250047083Signal Group PermissPermissProtPerPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 329503 39.2439.946.8327.4747.1542.8617.500.0920.830.1095th-Percentile Queue Length [ft/ln] 1.571.600.271.101.891.710.700.000.830.0095th-Percentile Queue Length [veh/ln] 21.8022.193.8015.2626.1923.819.720.0511.570.0650th-Percentile Queue Length [ft/ln] 0.870.890.150.611.050.950.390.000.460.0050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesYesNoCritical Lane Group BBABBACACALane Group LOS 12.1312.078.3111.9312.159.2333.580.0033.980.00d, Delay for Lane Group [s/veh] 0.120.110.030.090.140.160.230.020.280.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.310.280.020.260.190.491.250.001.570.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 11.8111.798.2911.6711.968.7432.330.0032.410.00d1, Uniform Delay [s] 7778276537031575718941780941780c, Capacity [veh/h] 1756187010861589356011961600178115991781s, saturation flow rate [veh/h] 0.050.050.020.040.060.100.010.020.020.02(v / s)_i Volume / Saturation Flow Rate 0.440.440.530.440.440.530.061.000.061.00g / C, Green / Cycle 323238323238472472g_i, Effective Green Time [s] 4.004.000.004.004.000.004.000.024.000.02l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.000.056.000.05L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 330504 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 33.98 33.98 0.00 33.58 33.58 9.23 9.23 12.15 11.93 8.31 12.09 12.13 Movement LOS A C C A C C A A B B A B B d_A, Approach Delay [s/veh]14.03 13.19 11.28 11.70 Approach LOS B B B B d_I, Intersection Delay [s/veh]11.78 Intersection LOS B Intersection V/C 0.140 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]27.56 27.56 27.56 27.56 I_p,int, Pedestrian LOS Score for Intersection 1.994 2.075 2.622 2.387 Crosswalk LOS A B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]778 778 556 556 d_b, Bicycle Delay [s]13.44 13.44 18.78 18.78 I_b,int, Bicycle LOS Score for Intersection 1.664 1.652 1.805 1.732 Bicycle LOS A A A A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 331505 0.012Volume to Capacity (v/c): CLevel Of Service: 16.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 2026762428224212441829420Total Analysis Volume [veh/h] 5671617565615715Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.7500.6790.6430.7500.57100.81600.81300.75000.75000.50000.82100.25000.7500Peak Hour Factor 151814031618317183924115Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 41300052402000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 5000002205000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 61633931617313123223115Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 332506 CIntersection LOS 2.66d_I, Intersection Delay [s/veh] AABBApproach LOS 1.500.6112.6212.31d_A, Approach Delay [s/veh] 0.000.004.154.150.000.001.267.277.277.278.038.038.0395th-Percentile Queue Length [ft/ln] 0.000.000.170.170.000.000.050.290.290.290.320.320.3295th-Percentile Queue Length [veh/ln] AAAAAAAACCACCMovement LOS 0.000.007.919.870.000.007.889.7816.3915.579.7116.3715.28d_M, Delay for Movement [s/veh] 0.000.000.050.010.000.000.020.030.010.050.030.010.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 333507 0.044Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.0049.210.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 7028125103717Total Analysis Volume [veh/h] 177063094Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83300.69700.89001.00000.81301.0000Peak Hour Factor 5819622303017Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 17-1390170Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 20550017Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 201982030130Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 334508 AIntersection LOS 0.55d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.009.50d_A, Approach Delay [s/veh] 0.000.000.000.003.460.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.140.0095th-Percentile Queue Length [veh/ln] AAAAMovement LOS 0.000.000.000.009.500.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.040.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 335509 0.299Volume to Capacity (v/c): BLevel Of Service: 16.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00130.00100.00100.00150.00100.00100.00100.00Entry Pocket Length [ft] 0001101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 336510 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9829634438229253624247201226Total Analysis Volume [veh/h] 257491105769662536Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8650.7300.8750.2500.80600.88600.83300.47200.62500.82500.55000.83300.5830Peak Hour Factor 8521630131203211715204111015Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 09000210000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 024001210000001Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8317829129156201715198111014Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 337511 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000010002100170Pedestrian Clearance [s] 0500050050050Walk [s] 0.03.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 02190021903000300Split [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0All red [s] 0.04.04.00.00.04.04.00.04.00.00.04.00.0Amber [s] 0303000303003000300Maximum Green [s] 01050010501000100Minimum Green [s] --Lead---Lead------Lead / Lag Auxiliary Signal Groups 0610025040080Signal Group PermiPermiProtPPermiPermissPermissProtPerPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 338512 83.2987.369.9055.8056.857.1528.26152.2414.8013.3895th-Percentile Queue Length [ft/ln] 3.333.490.402.232.270.291.136.090.590.5495th-Percentile Queue Length [veh/ln] 46.2748.545.5031.0031.583.9715.7084.588.227.4350th-Percentile Queue Length [ft/ln] 1.851.940.221.241.260.160.633.380.330.3050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoCritical Lane Group BBABBABCBCLane Group LOS 14.2314.067.6513.7013.627.7717.6124.8917.2520.34d, Delay for Lane Group [s/veh] 0.290.280.050.200.190.040.140.600.070.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.100.970.030.660.610.100.141.450.070.07d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 13.1313.097.6313.0413.017.6717.4723.4517.1820.27d1, Uniform Delay [s] 663723761669703682444408442384c, Capacity [veh/h] 1715187012471779187011331691137716841342s, saturation flow rate [veh/h] 0.110.110.030.070.070.020.040.180.020.02(v / s)_i Volume / Saturation Flow Rate 0.390.390.510.380.380.510.260.260.260.26g / C, Green / Cycle 24243223233216161616g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 62626262626262626262C, Cycle Length [s] CCLCCLCLCLLane Group Lane Group Calculations Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 339513 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]20.34 17.25 17.25 24.89 17.61 17.61 7.77 13.65 13.70 7.65 7.65 14.11 14.23 Movement LOS C B B C B B A B B A A B B d_A, Approach Delay [s/veh]18.63 23.47 13.16 13.57 Approach LOS B C B B d_I, Intersection Delay [s/veh]16.52 Intersection LOS B Intersection V/C 0.299 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.65 22.65 22.65 22.65 I_p,int, Pedestrian LOS Score for Intersection 1.995 2.081 2.578 2.837 Crosswalk LOS A B B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]774 774 484 484 d_b, Bicycle Delay [s]11.65 11.65 17.81 17.81 I_b,int, Bicycle LOS Score for Intersection 1.655 2.066 1.801 1.913 Bicycle LOS A B A A ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 340514 0.071Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0Entry Pocket Length [ft] 0000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 00048034522470094514Total Analysis Volume [veh/h] 000120913620024131Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor 1.00001.00001.00000.68801.00000.50000.50000.81301.00001.0000.8480.5830.250Peak Hour Factor 00033017262010080301Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 000100010-1000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 000001112000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.0581.0291.0291.029Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor 000220642050078291Base Volume Input [veh/h] Name Volumes Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 341515 BIntersection LOS 2.66d_I, Intersection Delay [s/veh] BBAAApproach LOS 11.0211.760.002.98d_A, Approach Delay [s/veh] 0.000.000.0011.480.0011.480.000.000.000.002.362.362.3695th-Percentile Queue Length [ft/ln] 0.000.000.000.460.000.460.000.000.000.000.090.090.0995th-Percentile Queue Length [veh/ln] ABBBAAAABMovement LOS 8.740.0013.3010.600.0013.400.000.000.000.000.007.9210.27d_M, Delay for Movement [s/veh] 0.000.000.000.060.000.070.000.000.000.000.000.040.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 342516 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_AM_Peak.pdf Scenario 9 Total Future AM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 859 0 77 0 - 761 Total Volume 85 0 0 0 1.03 83 Right 216 0 33 0 1.03 178 Thru 30 0 0 0 1.03 29 Left 1 0 0 0 1.03 1 U-T Westbound 31 0 1 0 1.03 29 Right 203 0 42 0 1.03 156 Thru 21 0 0 0 1.03 20 Left Eastbound 17 0 0 0 1.03 17 Right 15 0 0 0 1.03 15 Thru 204 0 0 0 1.03 198 Left Southbound 11 0 0 0 1.03 11 Right 10 0 0 0 1.03 10 Thru 15 0 1 0 1.03 14 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID 507 0 60 0 - 434 Total Volume 58 0 37 0 1.03 20 Right 196 0 -8 0 1.03 198 Thru Westbound 223 0 14 0 1.03 203 Thru Eastbound 30 0 17 0 1.03 13 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 525 0 44 0 - 469 Total Volume 15 0 9 0 1.03 6 Right 181 0 13 0 1.03 163 Thru 40 0 0 0 1.03 39 Left 3 0 0 0 1.03 3 U-T Westbound 16 0 0 0 1.03 16 Right 183 0 5 0 1.03 173 Thru 17 0 4 0 1.03 13 Left Eastbound 18 0 6 0 1.03 12 Right 3 0 0 0 1.03 3 Thru 9 0 7 0 1.03 2 Left Southbound 24 0 0 0 1.03 23 Right 1 0 0 0 1.03 1 Thru 15 0 0 0 1.03 15 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 590 0 50 0 - 525 Total Volume 19 0 0 0 1.03 18 Right 143 0 -3 0 1.03 142 Thru 15 0 7 0 1.03 8 Left Westbound 47 0 0 0 1.03 46 Right 200 0 23 0 1.03 172 Thru 78 0 7 0 1.03 69 Left 2 0 0 0 1.03 2 U-T Eastbound 16 0 7 0 1.03 9 Right 1 0 1 0 1.03 0 Thru 23 0 7 0 1.03 16 Left Southbound 20 0 0 0 1.03 19 Right 1 0 1 0 1.03 0 Thru 25 0 0 0 1.03 24 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 343517 388 0 33 0 - 345 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 33 0 10 0 1.03 22 Right 17 0 11 0 1.03 6 Left Eastbound 26 0 22 0 1.03 4 Right 201 0 -10 0 1.03 205 Thru Southbound 80 0 0 0 1.03 78 Thru 30 0 0 0 1.03 29 Left 1 0 0 0 1.03 1 U-T Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID Scenario 9: 9 Total Future AM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 344518 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ..........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 345519 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_PM_Peak.pdf Scenario 10 Total Future PM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C20.20.155EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 C33.70.421SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.90.128SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 F50.60.312SB LeftHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 D39.70.321SB LeftHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 346520 0.321Volume to Capacity (v/c): DLevel Of Service: 39.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 0011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 347521 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 164585122737610748113518713198Total Analysis Volume [veh/h] 41151357942712031322349Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87500.96000.97700.7180.8520.8330.2500.81900.83300.65000.72600.83300.9110Peak Hour Factor 14440501633208916611336311180Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0-4601700006000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0200260510010Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.02901.02901.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14430431582938115910266110175Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 348522 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300200Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 019901990032125077170Split [s] 0.02.02.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.04.04.00.00.04.04.00.04.04.0Amber [s] 030300303000303003030Maximum Green [s] 01050105001050105Minimum Green [s] --Lead--Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 0610250047083Signal Group PermissPermissProtPerPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 230Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 349523 214.44215.9235.31211.15170.1482.89258.71154.32236.91468.4095th-Percentile Queue Length [ft/ln] 8.588.641.418.456.813.3210.356.179.4818.7495th-Percentile Queue Length [veh/ln] 123.36124.4519.61120.9694.5246.05156.2285.74139.92321.3950th-Percentile Queue Length [ft/ln] 4.934.980.784.843.781.846.253.435.6012.8650th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoYesCritical Lane Group BBABBBFFFFLane Group LOS 14.0814.079.2514.3613.4810.13124.98128.3890.19115.48d, Delay for Lane Group [s/veh] 0.190.190.080.210.160.160.870.780.410.92X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.330.330.050.440.140.4817.7817.591.0914.64d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 13.7413.749.1913.9213.349.65107.20110.7889.10100.85d1, Uniform Delay [s] 125412696411080241970010966245215c, Capacity [veh/h] 18481870867158935609661623178116211781s, saturation flow rate [veh/h] 0.130.130.060.140.110.110.060.030.060.11(v / s)_i Volume / Saturation Flow Rate 0.680.680.730.680.680.730.070.040.150.12g / C, Green / Cycle 1571571681581581681683528g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 232232232232232232232232232232C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 350524 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]115.48 90.19 90.19 128.38 124.98 124.98 10.13 10.13 13.48 14.36 9.25 14.07 14.08 Movement LOS F F F F F F B B B B A B B d_A, Approach Delay [s/veh]107.00 126.17 13.24 13.60 Approach LOS F F B B d_I, Intersection Delay [s/veh]39.70 Intersection LOS D Intersection V/C 0.321 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]107.17 107.17 107.17 107.17 I_p,int, Pedestrian LOS Score for Intersection 2.226 2.185 2.842 2.547 Crosswalk LOS B B C B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]612 224 112 112 d_b, Bicycle Delay [s]55.86 91.46 103.36 103.36 I_b,int, Bicycle LOS Score for Intersection 2.051 1.799 2.060 1.993 Bicycle LOS B A B A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 351525 0.312Volume to Capacity (v/c): FLevel Of Service: 50.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 464431344534016068163890837Total Analysis Volume [veh/h] 111113411310015174102329Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6560.9620.7810.5000.69200.79900.63500.90000.68800.67900.83000.62500.7220Peak Hour Factor 304261052373203861112675527Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 41000042302000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 4000002204000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 214041022363073354111973526Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 352526 FIntersection LOS 7.27d_I, Intersection Delay [s/veh] AAEDApproach LOS 1.951.0036.5829.40d_A, Approach Delay [s/veh] 0.000.0011.0911.090.000.004.4569.3369.3369.3361.7561.7561.7595th-Percentile Queue Length [ft/ln] 0.000.000.440.440.000.000.182.772.772.772.472.472.4795th-Percentile Queue Length [veh/ln] AAABAAADEFCEEMovement LOS 0.000.008.7612.500.000.008.5625.8149.0150.6221.1444.3246.24d_M, Delay for Movement [s/veh] 0.000.000.120.010.000.000.060.090.120.310.120.060.31V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 353527 0.128Volume to Capacity (v/c): BLevel Of Service: 10.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.00100.000.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 7153249808915Total Analysis Volume [veh/h] 181331240224Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91700.90100.89001.00000.77901.0000Peak Hour Factor 6547944306915Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 15-1170140Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 16440015Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 334724200530Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 354528 BIntersection LOS 0.82d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.94d_A, Approach Delay [s/veh] 0.000.000.000.0010.960.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.440.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.940.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.130.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 355529 0.421Volume to Capacity (v/c): CLevel Of Service: 33.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.00.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0001000000000No. of Lanes in Exit Pocket 100.00100.00125.00125.0100.0100.075.00100.00100.00125.00100.00100.00100.00Entry Pocket Length [ft] 0011001001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 356530 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 31747629394555147529230415754Total Analysis Volume [veh/h] 7911971011413119758101414Total 15-Minute Volume [veh/h] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96800.96300.92900.7500.8480.7500.2500.73600.67900.97800.75000.76800.8650Peak Hour Factor 30745827293863815520225314447Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 07001900000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 019011800000001Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.02901.02901.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 29842026273393715319219304345Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 357531 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.04.00.00.04.00.00.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000100002300140Pedestrian Clearance [s] 0500500050050Walk [s] 0.03.00.00.03.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 013300133000107001070Split [s] 0.02.00.00.02.00.00.00.02.00.00.02.00.0All red [s] 0.04.00.00.04.00.00.00.04.00.00.04.00.0Amber [s] 03000300003000300Maximum Green [s] 01000100001000100Minimum Green [s] -------------Lead / Lag Auxiliary Signal Groups 0600200040080Signal Group PermissPermissPermissPermiPermiPermiPermiPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 240Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 358532 319.04355.9032.6130.40384.4364.42228.24529.88216.50132.2995th-Percentile Queue Length [ft/ln] 12.7614.241.301.2215.382.589.1321.208.665.2995th-Percentile Queue Length [veh/ln] 202.39231.2118.1216.89253.7935.79133.50371.77124.8773.4950th-Percentile Queue Length [ft/ln] 8.109.250.720.6810.151.435.3414.874.992.9450th-Percentile Queue Length [veh/ln] NoNoNoNoYesNoNoYesNoNoCritical Lane Group BBBBBBEFEFLane Group LOS 13.8013.6919.3010.4014.0419.8974.29103.3373.7284.24d, Delay for Lane Group [s/veh] 0.320.320.050.030.340.120.260.840.230.20X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.730.630.160.060.710.550.346.970.280.38d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.110.11k, delay calibration 13.0613.0519.1410.3513.3419.3373.9496.3673.4483.86d1, Uniform Delay [s] 1153132857811281328451398273418264c, Capacity [veh/h] 16241870903158918706841659129717411290s, saturation flow rate [veh/h] 0.230.230.030.020.240.080.060.180.060.04(v / s)_i Volume / Saturation Flow Rate 0.710.710.710.710.710.710.240.240.240.24g / C, Green / Cycle 17017017017017017058585858g_i, Effective Green Time [s] 4.004.004.004.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 240240240240240240240240240240C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 359533 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]84.24 73.72 73.72 103.33 74.29 74.29 19.89 19.89 14.04 10.40 19.30 13.70 13.80 Movement LOS F E E F E E B B B B B B B d_A, Approach Delay [s/veh]77.46 94.29 14.37 13.93 Approach LOS E F B B d_I, Intersection Delay [s/veh]33.72 Intersection LOS C Intersection V/C 0.421 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 111.17 I_p,int, Pedestrian LOS Score for Intersection 2.109 2.311 2.842 2.882 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]842 842 1058 1058 d_b, Bicycle Delay [s]40.25 40.25 26.60 26.60 I_b,int, Bicycle LOS Score for Intersection 1.810 2.111 2.381 2.238 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 360534 0.155Volume to Capacity (v/c): CLevel Of Service: 20.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0001420469017200296115Total Analysis Volume [veh/h] 000350112343007429Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.79701.00000.71900.43200.93801.00001.00000.87800.9380Peak Hour Factor 0001130333916100260108Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 0008009-90000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000091000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.05881.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0001020231916500253105Base Volume Input [veh/h] Name Volumes Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 361535 CIntersection LOS 4.18d_I, Intersection Delay [s/veh] CBAAApproach LOS 15.6214.310.002.21d_A, Approach Delay [s/veh] 0.000.000.0035.540.0035.540.000.000.000.005.115.1195th-Percentile Queue Length [ft/ln] 0.000.000.001.420.001.420.000.000.000.000.200.2095th-Percentile Queue Length [veh/ln] ACBCAAAAMovement LOS 9.840.0021.4012.410.0020.190.000.000.000.000.007.90d_M, Delay for Movement [s/veh] 0.000.000.000.170.000.160.000.000.000.000.000.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 362536 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_PM_Peak.pdf Scenario 10 Total Future PM PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 1668 0 65 0 - 1557 Total Volume 307 0 0 0 1.03 298 Right 458 0 26 0 1.03 420 Thru 27 0 0 0 1.03 26 Left Westbound 29 0 1 0 1.03 27 Right 386 0 37 0 1.03 339 Thru 38 0 0 0 1.03 37 Left 1 0 0 0 1.03 1 U-T Eastbound 55 0 0 0 1.03 53 Right 20 0 0 0 1.03 19 Thru 225 0 0 0 1.03 219 Left Southbound 31 0 0 0 1.03 30 Right 44 0 0 0 1.03 43 Thru 47 0 1 0 1.03 45 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID 1056 0 49 0 - 978 Total Volume 65 0 31 0 1.03 33 Right 479 0 -7 0 1.03 472 Thru Westbound 443 0 11 0 1.03 420 Thru Eastbound 69 0 14 0 1.03 53 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1163 0 37 0 - 1093 Total Volume 30 0 8 0 1.03 21 Right 426 0 10 0 1.03 404 Thru 105 0 0 0 1.03 102 Left 2 0 0 0 1.03 2 U-T Westbound 37 0 0 0 1.03 36 Right 320 0 4 0 1.03 307 Thru 38 0 4 0 1.03 33 Left Eastbound 61 0 5 0 1.03 54 Right 11 0 0 0 1.03 11 Thru 26 0 6 0 1.03 19 Left Southbound 75 0 0 0 1.03 73 Right 5 0 0 0 1.03 5 Thru 27 0 0 0 1.03 26 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1441 0 42 0 - 1361 Total Volume 14 0 0 0 1.03 14 Right 440 0 -2 0 1.03 430 Thru 50 0 6 0 1.03 43 Left Westbound 163 0 0 0 1.03 158 Right 320 0 19 0 1.03 293 Thru 89 0 6 0 1.03 81 Left 1 0 0 0 1.03 1 U-T Eastbound 66 0 5 0 1.03 59 Right 11 0 1 0 1.03 10 Thru 33 0 6 0 1.03 26 Left Southbound 63 0 0 0 1.03 61 Right 11 0 1 0 1.03 10 Thru 180 0 0 0 1.03 175 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 363537 714 0 27 0 - 667 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 113 0 8 0 1.03 102 Right 33 0 9 0 1.03 23 Left Eastbound 39 0 19 0 1.03 19 Right 161 0 -9 0 1.03 165 Thru Southbound 260 0 0 0 1.03 253 Thru 108 0 0 0 1.03 105 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID Scenario 10: 10 Total Future PM PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 364538 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Entrance @ W 78th St ..........................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St ............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 365539 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_Midday Weekday_Peak.pdf Scenario 11 Total Future Mid-day Weekday PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C17.60.115EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 B19.50.392SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.80.148SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 D33.80.154NB LeftHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 B16.80.422NB RightHCM 7th EditionSignalizedTarget Entrance @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 366540 0.422Volume to Capacity (v/c): BLevel Of Service: 16.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Entrance @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 00011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 367541 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 38342914288331102457245815713214Total Analysis Volume [veh/h] 98623172832511461439354Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.5830.8730.8640.2500.7790.8590.8150.5000.73100.54200.62500.79600.75000.9570Peak Hour Factor 2229979122428483242133612510205Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 01000140300010Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 212907712182757723813351219199Base Volume Input [veh/h] Name Volumes Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 368542 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300200Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 026000260003400340Split [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0Amber [s] 0303000303000303003030Maximum Green [s] 010500105001050105Minimum Green [s] --Lead---Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 06100250047083Signal Group PermiPermiProtPPermiPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 369543 101.27103.5040.88177.1284.3749.4957.910.16139.200.6695th-Percentile Queue Length [ft/ln] 4.054.141.647.083.371.982.320.015.570.0395th-Percentile Queue Length [veh/ln] 56.2657.5022.7198.4046.8727.5032.170.0977.330.3750th-Percentile Queue Length [ft/ln] 2.252.300.913.941.871.101.290.003.090.0150th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoYesCritical Lane Group BBBCBBCADALane Group LOS 17.2817.2112.0520.7416.4712.8829.180.0135.850.03d, Delay for Lane Group [s/veh] 0.280.280.220.500.250.210.360.030.780.12X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.081.030.263.020.470.970.950.015.820.03d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 16.2016.1811.7917.7316.0011.9128.230.0030.030.00d1, Uniform Delay [s] 659683428580130050022717802191780c, Capacity [veh/h] 180518708041589356010031663178116081781s, saturation flow rate [veh/h] 0.100.100.120.180.090.110.050.030.110.12(v / s)_i Volume / Saturation Flow Rate 0.370.370.450.370.370.450.141.000.141.00g / C, Green / Cycle 26263226263210721072g_i, Effective Green Time [s] 4.004.000.004.004.000.004.000.024.000.02l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.000.056.000.05L, Total Lost Time per Cycle [s] 72727272727272727272C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 370544 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.03 35.85 35.85 0.01 29.18 29.18 12.88 12.88 16.47 20.74 12.05 12.05 17.24 17.28 Movement LOS A D D A C C B B B C B B B B d_A, Approach Delay [s/veh]15.89 17.01 17.64 16.20 Approach LOS B B B B d_I, Intersection Delay [s/veh]16.80 Intersection LOS B Intersection V/C 0.422 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]27.56 27.56 27.56 27.56 I_p,int, Pedestrian LOS Score for Intersection 2.239 2.085 2.720 2.542 Crosswalk LOS B B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]778 778 556 556 d_b, Bicycle Delay [s]13.44 13.44 18.78 18.78 I_b,int, Bicycle LOS Score for Intersection 2.193 1.789 2.074 1.948 Bicycle LOS B A B A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 371545 0.154Volume to Capacity (v/c): DLevel Of Service: 33.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 2040010944539158541220741624Total Analysis Volume [veh/h] 510027111981514351946Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6880.8530.8750.2500.72700.91600.82100.82700.41700.81300.93100.68800.5830Peak Hour Factor 14341951333584845516691114Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 3000001103000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11331921323484643513671114Base Volume Input [veh/h] Name Volumes Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 372546 DIntersection LOS 4.68d_I, Intersection Delay [s/veh] AACCApproach LOS 1.850.9820.9721.66d_A, Approach Delay [s/veh] 0.000.008.758.750.000.004.0327.6327.6327.6337.7237.7237.7295th-Percentile Queue Length [ft/ln] 0.000.000.350.350.000.000.161.111.111.111.511.511.5195th-Percentile Queue Length [veh/ln] AAABAAABDDCDDMovement LOS 0.000.008.6012.040.000.008.3413.9032.0433.4015.2932.9833.78d_M, Delay for Movement [s/veh] 0.000.000.100.010.000.000.050.070.080.130.090.100.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 373547 0.148Volume to Capacity (v/c): BLevel Of Service: 10.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.0049.210.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 8046848201079Total Analysis Volume [veh/h] 201171200272Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.73400.86500.86601.00000.61501.0000Peak Hour Factor 594054170669Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 1133009Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 473914020640Base Volume Input [veh/h] Name Volumes Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 374548 BIntersection LOS 1.02d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.84d_A, Approach Delay [s/veh] 0.000.000.000.0012.930.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.520.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.840.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.150.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 375549 0.392Volume to Capacity (v/c): BLevel Of Service: 19.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.0049.210.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00130.00100.00100.00150.00100.00100.00100.00Entry Pocket Length [ft] 0001101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 376550 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 0000000000000Local Bus Stopping Rate [/h] 0000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 22739365459403495346255415893Total Analysis Volume [veh/h] 57981611510112131164101423Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8950.9210.5500.5000.76800.91100.77100.69200.52300.76200.82500.60700.6480Peak Hour Factor 20336236245367383724194343560Total Hourly Volume [veh/h] 0000000000000Right Turn on Red Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 013001110000001Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19733935243346373623189333457Base Volume Input [veh/h] Name Volumes Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 377551 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000010002100170Pedestrian Clearance [s] 0500050050050Walk [s] 0.03.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 02190021903000300Split [s] 0.02.02.00.00.02.02.00.02.00.00.02.00.0All red [s] 0.04.04.00.00.04.04.00.04.00.00.04.00.0Amber [s] 0303000303003000300Maximum Green [s] 01050010501000100Minimum Green [s] --Lead---Lead------Lead / Lag Auxiliary Signal Groups 0610025040080Signal Group PermiPermiProtPPermiPermissPermissProtPerPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 378552 166.35183.0420.95119.59122.9116.5043.90156.6043.8248.4395th-Percentile Queue Length [ft/ln] 6.657.320.844.784.920.661.766.261.751.9495th-Percentile Queue Length [veh/ln] 92.42101.6911.6466.4468.289.1724.3987.0024.3526.9150th-Percentile Queue Length [ft/ln] 3.704.070.472.662.730.370.983.480.971.0850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoCritical Lane Group CCABBBBCBCLane Group LOS 21.1920.609.5218.8418.6910.0115.9724.5515.9520.24d, Delay for Lane Group [s/veh] 0.550.540.110.400.400.090.190.620.190.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.993.440.082.152.020.330.171.530.160.28d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 17.2017.169.4516.6916.679.6915.8023.0215.7819.97d1, Uniform Delay [s] 533607624562588545525411535410c, Capacity [veh/h] 1644187011501788187010351709129617431296s, saturation flow rate [veh/h] 0.180.180.060.130.130.050.060.200.060.07(v / s)_i Volume / Saturation Flow Rate 0.320.320.470.310.310.470.310.310.310.31g / C, Green / Cycle 20202919192919191919g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 62626262626262626262C, Cycle Length [s] CCLCCLCLCLLane Group Lane Group Calculations Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 379553 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]20.24 15.95 15.95 24.55 15.97 15.97 10.01 18.76 18.84 9.52 9.52 20.70 21.19 Movement LOS C B B C B B B B B A A C C d_A, Approach Delay [s/veh]18.03 22.15 17.93 19.74 Approach LOS B C B B d_I, Intersection Delay [s/veh]19.51 Intersection LOS B Intersection V/C 0.392 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.65 22.65 22.65 22.65 I_p,int, Pedestrian LOS Score for Intersection 2.074 2.171 2.738 2.950 Crosswalk LOS B B B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]774 774 484 484 d_b, Bicycle Delay [s]11.65 11.65 17.81 17.81 I_b,int, Bicycle LOS Score for Intersection 1.876 2.144 1.981 2.125 Bicycle LOS A B A B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 380554 0.115Volume to Capacity (v/c): CLevel Of Service: 17.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0Entry Pocket Length [ft] 0000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftU-tuTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 00012404058210001851120Total Analysis Volume [veh/h] 0003101015520046280Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Other Adjustment Factor 1.00001.00001.00000.80001.00000.42900.50000.66201.00001.0000.9220.8521.000Peak Hour Factor 000990172913900171950Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 0000056000000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.0581.0291.0291.029Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0001.0001.0001.000Base Volume Adjustment Factor 000960122213500166920Base Volume Input [veh/h] Name Volumes Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 381555 CIntersection LOS 4.17d_I, Intersection Delay [s/veh] BBAAApproach LOS 13.8613.120.002.98d_A, Approach Delay [s/veh] 0.000.000.0027.270.0027.270.000.000.000.004.974.974.9795th-Percentile Queue Length [ft/ln] 0.000.000.001.090.001.090.000.000.000.000.200.200.2095th-Percentile Queue Length [veh/ln] ACBCAAAABMovement LOS 9.200.0018.5311.690.0017.580.000.000.000.000.007.9110.64d_M, Delay for Movement [s/veh] 0.000.000.000.160.000.120.000.000.000.000.000.090.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 382556 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_Midday Weekday_Peak.pdf Scenario 11 Total Future Mid-day Weekday PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 947 0 17 0 - 904 Total Volume 59 0 11 0 1.03 47 Right 405 0 3 0 1.03 391 Thru Westbound 417 0 3 0 1.03 402 Thru Eastbound 66 0 0 0 1.03 64 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1050 0 8 0 - 1014 Total Volume 14 0 3 0 1.03 11 Right 341 0 0 0 1.03 331 Thru 95 0 0 0 1.03 92 Left 1 0 0 0 1.03 1 U-T Westbound 33 0 0 0 1.03 32 Right 358 0 0 0 1.03 348 Thru 48 0 1 0 1.03 46 Left Eastbound 45 0 1 0 1.03 43 Right 5 0 0 0 1.03 5 Thru 16 0 3 0 1.03 13 Left Southbound 69 0 0 0 1.03 67 Right 11 0 0 0 1.03 11 Thru 14 0 0 0 1.03 14 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1425 0 10 0 - 1376 Total Volume 22 0 0 0 1.03 21 Right 299 0 1 0 1.03 290 Thru 79 0 0 0 1.03 77 Left 1 0 0 0 1.03 1 U-T Westbound 224 0 0 0 1.03 218 Right 284 0 1 0 1.03 275 Thru 83 0 4 0 1.03 77 Left 2 0 0 0 1.03 2 U-T Eastbound 42 0 3 0 1.03 38 Right 13 0 0 0 1.03 13 Thru 36 0 0 0 1.03 35 Left Southbound 125 0 0 0 1.03 121 Right 10 0 1 0 1.03 9 Thru 205 0 0 0 1.03 199 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Entrance @ W 78th St1 Volume TypeIntersection NameID Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 383557 550 0 11 0 - 523 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 99 0 0 0 1.03 96 Right 17 0 5 0 1.03 12 Left Eastbound 29 0 6 0 1.03 22 Right 139 0 0 0 1.03 135 Thru Southbound 171 0 0 0 1.03 166 Thru 95 0 0 0 1.03 92 Left 0 0 0 0 1.03 0 U-T Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID 1437 0 26 0 - 1371 Total Volume 203 0 0 0 1.03 197 Right 362 0 13 0 1.03 339 Thru 36 0 0 0 1.03 35 Left 2 0 0 0 1.03 2 U-T Westbound 45 0 1 0 1.03 43 Right 367 0 11 0 1.03 346 Thru 38 0 0 0 1.03 37 Left Eastbound 37 0 0 0 1.03 36 Right 24 0 0 0 1.03 23 Thru 194 0 0 0 1.03 189 Left Southbound 34 0 0 0 1.03 33 Right 35 0 0 0 1.03 34 Thru 60 0 1 0 1.03 57 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID Scenario 11: 11 Total Future Mid-day Weekday PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 384558 Table of Contents Intersection Analysis Summary ...........................................................................................................................................................2 Intersection Level Of Service Report .................................................................................................................................................3 Intersection 1: Target Dwy @ W 78th St ...................................................................................................................3 Intersection 2: Fedx/Target Dwy @ W 78th St ........................................................................................................8 Intersection 3: Lunds & Byerly's Dwy @ W 78th St .............................................................................................10 Intersection 4: Kerber Blvd @ W 78th St ................................................................................................................12 Intersection 5: Lunds and Byerly's @ Kerber Blvd ...............................................................................................17 Turning Movement Volume: Detail ................................................................................................................................................19 Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 385559 Intersection Analysis Summary 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_Midday Weekend_Peak.pdf Scenario 12 Total Future Mid-day Weekend PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C21.30.064EB LeftHCM 7th EditionTwo-way stopLunds and Byerly's @ Kerber Blvd5 D39.20.422SB LeftHCM 7th EditionSignalizedKerber Blvd @ W 78th St4 B10.70.101SB RightHCM 7th EditionTwo-way stopLunds & Byerly's Dwy @ W 78th St3 E40.10.053NB ThruHCM 7th EditionTwo-way stopFedx/Target Dwy @ W 78th St2 D38.20.296SB LeftHCM 7th EditionSignalizedTarget Dwy @ W 78th St1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 386560 0.296Volume to Capacity (v/c): DLevel Of Service: 38.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00000000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.0125.050.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 00011001100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 387561 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 37450634214289136468164910720161Total Analysis Volume [veh/h] 911316153723411741227540Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6670.8530.7500.2500.8750.9040.6480.2500.78100.62500.70800.75000.70000.8970Peak Hour Factor 253844711872618815310358014144Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 01000120200000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 243724611822538415010347814140Base Volume Input [veh/h] Name Volumes Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 388562 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300200Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.03.00.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0199001990032125077170Split [s] 0.02.02.00.00.02.02.00.00.02.02.00.02.02.0All red [s] 0.04.04.00.00.04.04.00.00.04.04.00.04.04.0Amber [s] 0303000303000303003030Maximum Green [s] 010500105001050105Minimum Green [s] --Lead---Lead---Lead--LeadLead / Lag Auxiliary Signal Groups 06100250047083Signal Group PermiPermiProtPPermiPermiPermiProtPPermiPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 230Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 389563 201.83205.0841.18183.61114.8694.23237.01148.55301.34395.4195th-Percentile Queue Length [ft/ln] 8.078.201.657.344.593.779.485.9412.0515.8295th-Percentile Queue Length [veh/ln] 114.20116.5522.88102.0163.8152.35139.9982.53188.70262.5450th-Percentile Queue Length [ft/ln] 4.574.660.924.082.552.095.603.307.5510.5050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoYesCritical Lane Group BBABBAFFFFLane Group LOS 11.8811.867.5011.9410.988.60125.98128.7799.51118.30d, Delay for Lane Group [s/veh] 0.190.190.090.190.110.190.850.770.630.90X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.320.310.050.380.090.6017.9817.823.1315.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.500.110.110.110.11k, delay calibration 11.5511.547.4511.5610.898.00108.00110.9596.37103.26d1, Uniform Delay [s] 12851320727112325157199963203178c, Capacity [veh/h] 18211870941158935609541636178116281781s, saturation flow rate [veh/h] 0.130.130.070.130.080.150.050.030.080.09(v / s)_i Volume / Saturation Flow Rate 0.710.710.750.710.710.750.060.040.120.10g / C, Green / Cycle 1641641751641641751482923g_i, Effective Green Time [s] 4.004.000.004.004.000.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 232232232232232232232232232232C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 390564 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]118.30 99.51 99.51 128.77 125.98 125.98 8.60 8.60 10.98 11.94 7.50 7.50 11.86 11.88 Movement LOS F F F F F F A A B B A A B B d_A, Approach Delay [s/veh]110.01 127.01 10.78 11.34 Approach LOS F F B B d_I, Intersection Delay [s/veh]38.19 Intersection LOS D Intersection V/C 0.296 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]107.17 107.17 107.17 107.17 I_p,int, Pedestrian LOS Score for Intersection 2.242 2.233 2.855 2.608 Crosswalk LOS B B C B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]612 224 112 112 d_b, Bicycle Delay [s]55.86 91.46 103.36 103.36 I_b,int, Bicycle LOS Score for Intersection 2.035 1.779 1.978 2.013 Bicycle LOS B A A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 391565 0.053Volume to Capacity (v/c): ELevel Of Service: 40.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Fedx/Target Dwy @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 0000100000000No. of Lanes in Exit Pocket 100.0100.0100.0100.0100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 0001001000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 1744113512573304750825123850Total Analysis Volume [veh/h] 4110343148212132631212Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.6880.8760.8640.5000.69600.93400.72700.91700.87500.70800.88300.87500.5630Peak Hour Factor 123861176403083446718109728Total Hourly Volume [veh/h] 0000000000000Other Volume [veh/h] 0000000000000Existing Site Adjustment Volume [veh/h] 0000000000000Pass-by Trips [veh/h] 0000000000000Diverted Trips [veh/h] 1000001101000Site-Generated Trips [veh/h] 0000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.02901.02901.02901.02901.02901.02901.02901.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113751146392993244717106727Base Volume Input [veh/h] Name Volumes Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 392566 EIntersection LOS 6.59d_I, Intersection Delay [s/veh] AACDApproach LOS 2.160.9124.3326.83d_A, Approach Delay [s/veh] 0.000.0011.9111.910.000.003.3531.8731.8731.8773.7573.7573.7595th-Percentile Queue Length [ft/ln] 0.000.000.480.480.000.000.131.271.271.272.952.952.9595th-Percentile Queue Length [veh/ln] AAABAAACEECEEMovement LOS 0.000.008.6212.120.000.008.4215.5635.3838.3520.7140.1039.78d_M, Delay for Movement [s/veh] 0.000.000.120.020.000.000.040.060.050.190.150.050.33V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 393567 0.101Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Lunds & Byerly's Dwy @ W 78th St Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.000.00100.000.000.000.00Exit Pocket Length [ft] 101000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 785084620715Total Analysis Volume [veh/h] 191271150181Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.61800.89800.95501.00000.76501.0000Peak Hour Factor 484564410545Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 511005Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.02901.02901.02901.00001.02901.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 424424280520Base Volume Input [veh/h] Name Volumes Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 394568 BIntersection LOS 0.68d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.69d_A, Approach Delay [s/veh] 0.000.000.000.008.380.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.340.0095th-Percentile Queue Length [veh/ln] AAABMovement LOS 0.000.000.000.0010.690.00d_M, Delay for Movement [s/veh] 0.000.010.000.000.100.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 395569 0.422Volume to Capacity (v/c): DLevel Of Service: 39.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Kerber Blvd @ W 78th St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.00100.00.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 00001000000000No. of Lanes in Exit Pocket 100.0100.0100.0125.0125.0100.0100.075.00100.00100.00125.00100.00100.00100.00Entry Pocket Length [ft] 00011001001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftU-tuRightThruLeftU-tuRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 396570 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 00000000000000Local Bus Stopping Rate [/h] 00000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2884053083737371014730296323753Total Analysis Volume [veh/h] 7210172993180377748913Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.8860.9250.6430.8750.7780.9610.7941.0000.59000.64300.83000.53100.83300.7690Peak Hour Factor 255375197293585608719246173141Total Hourly Volume [veh/h] 00000000000000Right Turn on Red Volume [veh/h] 00000000000000Other Volume [veh/h] 00000000000000Existing Site Adjustment Volume [veh/h] 00000000000000Pass-by Trips [veh/h] 00000000000000Diverted Trips [veh/h] 06000600000000Site-Generated Trips [veh/h] 00000000000000In-Process Volume [veh/h] 1.0291.0291.0291.0291.0291.0291.0291.0291.02901.02901.02901.02901.02901.0290Growth Factor 0.00Proportion of CAVs [%] 2.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 248359187283425408518239173040Base Volume Input [veh/h] Name Volumes Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 397571 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.04.00.00.00.04.00.00.00.04.00.00.04.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.02.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 010000100002300140Pedestrian Clearance [s] 05000500050050Walk [s] 0.03.00.00.00.03.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 0133000133000107001070Split [s] 0.02.00.00.00.02.00.00.00.02.00.00.02.00.0All red [s] 0.04.00.00.00.04.00.00.00.04.00.00.04.00.0Amber [s] 030000300003000300Maximum Green [s] 010000100001000100Minimum Green [s] --------------Lead / Lag Auxiliary Signal Groups 06000200040080Signal Group PermiPermiPermiPermiPermiPermiPermiPermiPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 240Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 398572 305.08339.8645.0532.32342.3790.36352.89654.89148.77131.4295th-Percentile Queue Length [ft/ln] 12.2013.591.801.2913.693.6114.1226.205.955.2695th-Percentile Queue Length [veh/ln] 191.58218.6225.0317.96220.5850.20228.84475.9982.6573.0150th-Percentile Queue Length [ft/ln] 7.668.741.000.728.822.019.1519.043.312.9250th-Percentile Queue Length [veh/ln] YesNoNoNoNoNoNoYesNoNoCritical Lane Group BBCBBCEFEFLane Group LOS 16.1316.0021.2612.7216.0323.0472.1397.8366.5785.87d, Delay for Lane Group [s/veh] 0.290.290.060.030.290.150.400.870.150.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.680.580.200.060.590.670.597.140.140.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.110.11k, delay calibration 15.4515.4221.0612.6615.4422.3771.5490.6966.4385.41d1, Uniform Delay [s] 1097127060510791270472442341468241c, Capacity [veh/h] 16161870976158918707511631133217291207s, saturation flow rate [veh/h] 0.200.200.040.020.200.090.110.220.040.04(v / s)_i Volume / Saturation Flow Rate 0.680.680.680.680.680.680.270.270.270.27g / C, Green / Cycle 16316316316316316365656565g_i, Effective Green Time [s] 4.004.004.004.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 240240240240240240240240240240C, Cycle Length [s] CCLRCLCLCLLane Group Lane Group Calculations Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 399573 Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]85.87 66.57 66.57 97.83 72.13 72.13 23.04 23.04 16.03 12.72 21.26 21.26 16.01 16.13 Movement LOS F E E F E E C C B B C C B B d_A, Approach Delay [s/veh]74.96 88.21 16.81 16.33 Approach LOS E F B B d_I, Intersection Delay [s/veh]39.23 Intersection LOS D Intersection V/C 0.422 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]111.17 111.17 111.17 111.17 I_p,int, Pedestrian LOS Score for Intersection 2.112 2.370 2.852 3.001 Crosswalk LOS B B C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]842 842 1058 1058 d_b, Bicycle Delay [s]40.25 40.25 26.60 26.60 I_b,int, Bicycle LOS Score for Intersection 1.761 2.340 2.236 2.156 Bicycle LOS A B B B ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 400574 0.064Volume to Capacity (v/c): CLevel Of Service: 21.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Lunds and Byerly's @ Kerber Blvd Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Name Intersection Setup 0000Pedestrian Volume [ped/h] 0001360163830400227140Total Analysis Volume [veh/h] 0003404976005735Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.78001.00000.75000.53100.71601.00001.00000.88600.8310Peak Hour Factor 0001060122021800201116Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000003300000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.02901.00001.02901.02901.00001.02901.02901.02901.05881.05881.02901.0290Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000103091721200195113Base Volume Input [veh/h] Name Volumes Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 401575 CIntersection LOS 3.62d_I, Intersection Delay [s/veh] CBAAApproach LOS 17.0413.010.003.10d_A, Approach Delay [s/veh] 0.000.000.0024.970.0024.970.000.000.000.006.326.3295th-Percentile Queue Length [ft/ln] 0.000.000.001.000.001.000.000.000.000.000.250.2595th-Percentile Queue Length [veh/ln] ACBCAAAAMovement LOS 9.430.0024.6512.030.0021.350.000.000.000.000.008.13d_M, Delay for Movement [s/veh] 0.000.000.000.190.000.060.000.000.000.000.000.12V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 402576 Turning Movement Volume: Detail 11/3/2022Report File: N:\...\221103_Reports_Total Future Background_Midday Weekend_Peak.pdf Scenario 12 Total Future Mid-day Weekend PeakVistro File: N:\...\221031_west village - chanhassen_working.vistro West Village - Chanhassen 999 0 7 0 - 964 Total Volume 48 0 5 0 1.03 42 Right 456 0 1 0 1.03 442 Thru Westbound 441 0 1 0 1.03 428 Thru Eastbound 54 0 0 0 1.03 52 Right Southbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds & Byerly's Dwy @ W 78th St 3 Volume TypeIntersection NameID 1118 0 4 0 - 1084 Total Volume 12 0 1 0 1.03 11 Right 386 0 0 0 1.03 375 Thru 117 0 0 0 1.03 114 Left 6 0 0 0 1.03 6 U-T Westbound 40 0 0 0 1.03 39 Right 308 0 0 0 1.03 299 Thru 34 0 1 0 1.03 32 Left Eastbound 46 0 1 0 1.03 44 Right 7 0 0 0 1.03 7 Thru 18 0 1 0 1.03 17 Left Southbound 109 0 0 0 1.03 106 Right 7 0 0 0 1.03 7 Thru 28 0 0 0 1.03 27 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Fedx/Target Dwy @ W 78th St 2 Volume TypeIntersection NameID 1330 0 6 0 - 1289 Total Volume 25 0 0 0 1.03 24 Right 384 0 1 0 1.03 372 Thru 47 0 0 0 1.03 46 Left 1 0 0 0 1.03 1 U-T Westbound 187 0 0 0 1.03 182 Right 261 0 1 0 1.03 253 Thru 88 0 2 0 1.03 84 Left 1 0 0 0 1.03 1 U-T Eastbound 53 0 2 0 1.03 50 Right 10 0 0 0 1.03 10 Thru 35 0 0 0 1.03 34 Left Southbound 80 0 0 0 1.03 78 Right 14 0 0 0 1.03 14 Thru 144 0 0 0 1.03 140 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Target Dwy @ W 78th St1 Volume TypeIntersection NameID Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 403577 673 0 6 0 - 649 Total Volume 0 0 0 0 1.03 0 Right 0 0 0 0 1.03 0 Left Westbound 106 0 0 0 1.03 103 Right 12 0 3 0 1.03 9 Left Eastbound 20 0 3 0 1.03 17 Right 218 0 0 0 1.03 212 Thru Southbound 201 0 0 0 1.03 195 Thru 116 0 0 0 1.03 113 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Lunds and Byerly's @ Kerber Blvd 5 Volume TypeIntersection NameID 1540 0 12 0 - 1485 Total Volume 255 0 0 0 1.03 248 Right 375 0 6 0 1.03 359 Thru 19 0 0 0 1.03 18 Left 7 0 0 0 1.03 7 U-T Westbound 29 0 0 0 1.03 28 Right 358 0 6 0 1.03 342 Thru 56 0 0 0 1.03 54 Left 0 0 0 0 1.03 0 U-T Eastbound 87 0 0 0 1.03 85 Right 19 0 0 0 1.03 18 Thru 246 0 0 0 1.03 239 Left Southbound 17 0 0 0 1.03 17 Right 31 0 0 0 1.03 30 Thru 41 0 0 0 1.03 40 Left Northbound Future Total Other Net New Trips In Process Growth Factor Final Base Kerber Blvd @ W 78th St4 Volume TypeIntersection NameID Scenario 12: 12 Total Future Mid-day Weekend PeakWest Village - Chanhassen 11/3/2022 Version 2022 (SP 0-3) Generated with 404578 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX E Chick-fil-A (Fircrest, Washington) Queuing Analysis Excerpts from “Simulation-Based Study of Traffic Operational Characteristics at All-Way-Stop-Controlled Intersections” 405579 Updated Traffic Impact Analysis Chick-fil-A Fircrest TENW March 1, 2018 Page 13 Chick-fil-A Drive-Through Queue Analysis Drive-through queues for the proposed Chick-fil-A restaurant were evaluated for two scenarios: (1) opening weeks, and (2) a normalized condition. The queue analysis is based on service times collected at 3 existing Chick-fil-A restaurants in Tacoma, Bellevue, and Lynnwood in July 2016. The queue analysis considers existing and future estimated drive- through vehicle demand, existing and future estimated service times, and trade area differences between the Fircrest location and the 3 existing CFA restaurants, all of which are described next. Trade Area Comparison The proposed Chick-fil-A project in Fircrest is expected to have trade area differences compared to the current Tacoma/Bellevue/Lynnwood locations. The openings at these first 3 locations were strategic in that they allowed the brand to be accessible to the entire Puget Sound region with southern, central, and northern locations. BellevueÊs trade area during Opening Weeks ranged from Bothell to Kent and was the most convenient Chick-fil-A location of the 3 openings for Seattle population. Additionally, Tacoma and Lynnwood are super-regional retail locations with major retail shopping centers serving as a primary traffic driver along with locations situated immediately adjacent to a major interstate. The Bellevue Chick-fil-A is located in the central business district in the second largest City in the state and in the largest populated County. While the proposed Chick-fil-A location in Fircrest is expected to have queues and traffic generation during Normalized Conditions less than the current 3 CFA locations based on the data shown in the chart above, traffic count and queue data collected at the 3 existing CFA locations were used to evaluate queues at the proposed Fircrest location; this provides a conservative worst-case analysis of queues during Normalized Conditions. During Opening Weeks, queues are estimated based on higher demands at the drive-through recording during the other openings. Queue Comparison Chick-fil-A has opened stores in Bellevue, Tacoma, and Lynnwood within the past 3 years. Each of these sites were unique in location and on-site characteristics as shown in Table 4. Table 4 Chick-fil-A Store Characteristics Location Opening Date Max Queue Available on Site (veh) Typical Queue (veh) Management Plan Duration Bellevue 3/26/2015 18 18 Ongoing Lynnwood 4/23/2015 17 6 4 Weeks Tacoma 4/16/2015 14 12 6 Weeks The existing Bellevue, Tacoma, and Lynnwood CFA locations provide on-site queue storage of between approximately 14 and 18 vehicles. It should be noted that at the Tacoma and Lynnwood locations, the adjacent retail centers provide the ability for queues to extend beyond the on-site limits. The proposed Fircrest location provides on-site queue for about 28 vehicles within the drive-through queue area only, which is greater than what is provided at the Bellevue, Tacoma, and Lynnwood stores. 406580 Updated Traffic Impact Analysis Chick-fil-A Fircrest TENW March 1, 2018 Page 14 Queue Service Times Service times were collected at the 3 existing Chick-fil-A restaurant locations in Tacoma, Lynnwood, and Bellevue in July 2016. Services times are an important input in evaluating queues at a drive-through. In the M/M/1 queue theory, the service time is used to establish the average departure rate which is expressed in vehicles per minute. For a fast-food drive-through window, the total service time includes the amount of time a vehicle spends at the window completing a transaction and receiving their order, and the „move up‰ time. Existing Services Times for Normalized Conditions Existing service times collected at the 3 existing Chick-fil-A restaurants were measured based on the time between when a vehicle arrives at the pick-up window to when the next vehicle arrives at the pick-up window. This includes time to pay, time to receive the food order, and time for the next vehicle to move up to the pick-up window. The service time data collected at the 3 existing locations is included in Attachment D and is based on Normalized Conditions. The following represent the average service times recorded at the 3 existing locations during the lunch peak hour in July 2016: · Bellevue: 47 seconds per vehicle (72 vehicles arriving in lunch peak hour) · Lynnwood: 33 seconds per vehicle (96 vehicles arriving in lunch peak hour) · Tacoma: 48 seconds per vehicle (69 vehicles arriving in lunch peak hour) Future Service Times during Opening Weeks It should be noted that Chick-fil-A has an Opening Staff group for all store openings throughout the country that remain on-site until staff are trained. They are accustomed to having high staff levels during Opening Weeks in order to provide a high quality level of customer service. With the increased staff levels and the Opening Staff group experience with higher customer demand during Opening Weeks, this results in lower service times. Future service time is estimated to be 25 seconds during Opening Weeks at the Fircrest location, which reflects the efficiency of the Opening Staff group as well as the increase in staff. Evening peak service times are estimated to be about 30 seconds during Opening Weeks. After about 3 months, Normalized Conditions are anticipated to have service times similar to the data collected and summarized above at the 3 existing Chick-fil-A restaurants. 407581 Updated Traffic Impact Analysis Chick-fil-A Fircrest TENW March 1, 2018 Page 15 Drive-Through Vehicle Demand Existing Drive-Through Demand and Queues for Normalized Conditions Existing drive-through demand (# vehicles per hour during peak periods) was collected at the same time when queue service times were collected at the 3 locations. Based on these services times at the drive- through windows at 3 of the existing Puget Sound Chick-fil-A locations, average and maximum (95th- percentile) drive-through queues (unconstrained) were calculated using Poisson Queuing method for Normalized Conditions. The calculations are provided in Attachment E, and summarized below: · Bellevue: 18 vehicle average queue, 33 vehicle max queue · Lynnwood: 6 vehicle average queue, 14 vehicle max queue · Tacoma: 12 vehicle average queue, 23 vehicle max queue During Normalized Conditions, the future drive-through demand at the proposed Fircrest location during lunch peak is estimated to be 75 vehicles, and 60 vehicles during the weekday evening peak. The 75 drive-thru vehicles is based on average drive-through demand collected at the 3 existing locations. Future Drive-Through Demand for Opening Weeks To estimate future queues at the proposed Fircrest location, two inputs were used in the Poisson Queuing Method: (1) # arriving vehicles and (2) service time. During the Opening Weeks at the 3 Puget Sound Chick-fil-A locations, the maximum drive-through demand was between 120 and 130 vehicles during the lunch peak hour (based on data provided by Chick-fil-A). For purposes of estimating future drive-through queue during Opening Weeks at the proposed Fircrest location, a maximum of 135 vehicles were assumed in the drive-through during the weekday lunch peak. During the evening peak of the Opening Weeks, 110 vehicles are estimated in the drive- through at the Fircrest location. Estimated Future Drive-Through Queues Using the same Poisson Queuing Method, during Opening Weeks of the proposed Fircrest location, the 95th-percentile queue in the drive-through during the lunch peak period is estimated to be 27 vehicles based on 135 arriving vehicles and a 25 second service time. As mentioned, Chick-fil-A will have their Opening Staff group at the Fircrest location for Opening Weeks to help improve efficiency and ensure fast service times. The 95th-percentile queue in the drive-through during the early evening peak period in the Opening Weeks is estimated to be 20 vehicles based on 110 arriving vehicles and a 30 second service time. These calculations are provided in Attachment F. During Normalized Conditions, 95th-percentile queues at the Fircrest drive-through are expected to be about 16 vehicles during the lunch peak based on 75 arriving vehicles in the drive-through, and a 43 second service time. The 95th-percentile queue in the drive-through during the weekday PM peak hour is estimated to be 10 vehicles based on 60 arriving vehicles in the drive-through and a 50 second service time. To mitigate higher traffic generation and drive-through queue demand to the adjacent shared access easement during Opening Weeks, a Traffic Management Plan is proposed to ensure that that vehicle queues do not extend back to 19th Street W. Elements of the Plan are described on the next page. 408582 Updated Traffic Impact Analysis Chick-fil-A Fircrest ATTACHMENT E Existing Chick-fil-A Queue Calculations 409583 Attachment E Drive-Through Queue Calculations at Existing Chick-fil-A Locations Bellevue Peak Hour Drive-Thru Volume: 72 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec)1 Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 72 60 1.20 47.47 1.263956183 0.95 18 33 Lynnwood Peak Hour Drive-Thru Volume: 96 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec)1 Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 96 60 1.60 33.01 1.817631021 0.88 6 14 Tacoma Peak Hour Drive-Thru Volume: 69 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec)1 Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 69 60 1.15 48.29 1.24249327 0.93 12 23 Notes: 1. Service times (including queue move up) based on observations conducted in July 2016. 2. Average length of queue = Q = ρ2 Source: M/M/1 queuing regime (Principles of Highway Engineering and Traffic Analysis ) 1 - ρ 3. 95th percentile queue was estimated from the average queue using formula found in Transportation Research Record 1776, Paper No. 01-2019. Chick-fil-A Fircrest TENW Project #5434 2/27/2018 410584 Updated Traffic Impact Analysis Chick-fil-A Fircrest ATTACHMENT F Chick-fil-A Fircrest Queue Calculations 411585 Attachment F Future Drive-Through Queue Calculations - Fircrest, WA Lunch Peak Hour (Opening Weeks) Future Peak Hour Drive-Thru Volume: 135 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec)1 Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 135 60 2.25 25 2.4 0.94 14 27 Evening Peak Hour (Opening Weeks) Future Peak Hour Drive-Thru Volume: 110 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec)1 Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 110 60 1.83 30 2 0.92 10 20 Lunch Peak Hour (Normalized) Future Peak Hour Drive-Thru Volume: 75 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec)2 Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 75 60 1.25 42.92 1.397841112 0.89 8 16 Evening Peak Hour (Normalized) Future Peak Hour Drive-Thru Volume: 60 # of Vehicles Arriving Time Period (min) Average Arrival Rate, λ, (veh/min) Service Time (sec) Average Departure Rate, μ, (veh/min) Arrival Rate / Departure Rate, ρ = λ / μ Average Queue Length (veh) 2 95th Percentile Queue Length (veh) 3 60 60 1.00 50 1.2 0.83 4 10 Notes: 1. Service time (including queue move up) for opening weeks based on anticipated staff increase. 2. Service time (including queue move up) based on observations at existing Bellevue, Lynnwood, and Tacoma locations. 3. Average length of queue = Q = ρ2 Source: M/M/1 queuing regime (Principles of Highway Engineering and Traffic Analysis ) 1 - ρ 4. 95th percentile queue was estimated from the average queue using formula found in Transportation Research Record 1776, Paper No. 01-2019. Chick-fil-A Fircrest TENW Project #5434 2/27/2018 412586 See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/245560235 Simulation-Based Study of Traffic Operational Characteristics at All-Way-Stop- Controlled Intersections Article  in  Transportation Research Record Journal of the Transportation Research Board · January 2001 DOI: 10.3141/1776-10 CITATIONS 14 READS 76 5 authors, including: Some of the authors of this publication are also working on these related projects: Queue Storage and Acceleration Lane Length Design for Metered On-Ramps in California View project Global Practices on Road Traffic Signal Control View project Zong Z Tian University of Nevada, Reno 139 PUBLICATIONS   1,254 CITATIONS    SEE PROFILE Wayne Kittelson Kittelson & Associates, Inc. 17 PUBLICATIONS   270 CITATIONS    SEE PROFILE All content following this page was uploaded by Zong Z Tian on 13 November 2014. The user has requested enhancement of the downloaded file. 413587 Table 4 shows the capacity of a single-lane AWSC intersection from various models. On the basis of the results presented in Table 4, the following conclusions can be made: •The AWSIM, HCM 1994 (9), HCM 1997 (4 ), and Wu (10 ) mod- els predict the highest intersection capacity under an even volume split (50⁄50). Capacity tends to decrease with uneven volume splits. •Both Hebert (6 ) and Richardson (7 ) predicted similar capac- ity results, in which the highest capacity is achieved with even vol- ume splits. However, the capacity under a 100⁄0 split shows a slight increase compared with that under a 60⁄40 split, which contradicts the results from the AWSIM, HCM 1994 (9), HCM 1997 (4 ), and Wu (10) models. •The capacities given by both the HCM1994 (9) and the HCM 1997 (4 ) models are not sensitive to turning movements and volume splits. The reason is that perhaps both models were based on satura- tion headways measured in the field, which would reflect only normal traffic flow conditions. •The result from Wu’s model indicates that the capacity is irrel- evant to the volume split when all traffic movements are through movements (10). •AWSIM predicts capacities with 100 percent through movements similar to those given by Hebert (6 ), Richardson (7 ), Wu (10), and HCM 1994 (9 ). With 20 percent left-turn movements, the capacity given by AWSIM is similar to that from HCM 1997 (4 ). EMPIRICAL QUEUE LENGTH MODEL Queue length is an important performance measure for both inter- section operations and design purposes. In practice, traffic engineers 78 Paper No. 01-2019 Transportation Research Record 1776 often use the 90th or 95th percentile queue length as the design cri- terion. It is noted that there are fundamental differences in how the percentile queue length is calculated at signalized and unsignalized intersections. At signalized intersections, the queue length is usually measured on the basis of the start of the green interval, and the per- centile queue length is derived from these queue length measurements. At unsignalized intersections, however, queue length is measured at equal time intervals, and the percentile queue length is derived from these queue length measurements (5 ). Although the HCM provides a model for estimation of 95th percentile queue lengths at TWSC intersections, it provides no guide- lines on how to estimate the 95th percentile queue lengths at AWSC intersections (4, 9 ). The queue length model for TWSC intersections was developed on the basis of complicated mathematical procedures and may not be suitable for applications at AWSC intersections. Therefore, the present study attempts to develop an empirical queue length model based on simulation results. It has been found from both queuing theory and field data that the average queue length at AWSC intersections is directly related to the average vehicle delay (5 ), which can be represented by Equation 3: where L is the average queue length on an approach (veh). Although the average queue length can sometimes provide useful information, it is not a parameter that is generally used in practice for design purposes. However, if a relationship between the per- centile queue length and the average queue length can be established, the 95th percentile queue length can be estimated from the more eas- ily obtainable average queue length estimate. This section focuses on the study of such a relationship and the development of an empirical queue length model. To conduct the study, simulation runs were made by using a wide range of traffic flow conditions. The average queue length as well as the 95th percentile queue length was recorded from each simulation run. Traffic flow conditions used in the simulation included •A total intersection volume ranging from 400 to 1,800 veh/h, with an increment of 40 veh/h; •Volume splits of 50⁄50, 60⁄40, and 70⁄30; •Twenty percent left turns, 60 percent through movements, and 20 percent right turns; and •Natural bunching arrival headway (Cowan’s M3 distribution; see description in next section). Figure 4 is a plot of the average queue length and 95th percentile queue length from the simulation runs. Regression analysis was conducted, and the relationship between the average queue length and the 95th percentile queue length was found and is shown in Equation 4. The regression line is also shown in Figure 4. where L 95%is the 95th percentile queue length (veh). The queue length model was further verified by using the database established during the NCHRP 3-46 project, Capacity and Level of Service at Unsignalized Intersections (8). The database used in the test included data from 11 intersections with single-lane approaches and LLLL L9523 21 46 4%.. . ()=+ ++ L V d=× 3 600 3 , () TABLE 2 Regression Parameters (Equation 2) Under Volume Splits TABLE 3 Regression Parameters (Equation 2) Assuming All Through Movements on Each Approach 414588 7 intersections with multilane approaches. Data were summarized on the basis of 15-min intervals, which included traffic volume, average delay, and 95th percentile queue length on each approach or lane. Figure 5 illustrates the results of the test. Figure 5 shows that there is a fairly good correlation between the field data and the model estimation under short queue length conditions; however, the empirical queue length model tends to overestimate queues lengths when the queue length is longer than four vehicles. To better match the field data, the original queue length model from simulation was further modified: Notice that the only change is the constant for the first term (which was changed from 2.3 to 1.3). Figure 6 shows the results after a modification of the model. As can be seen, the modified model improves the results, with the mean absolute error (MAE) reduced from 0.6 to 0.4 veh. Therefore, Equation 5 is recommended for practical applications. This model applies to both single-lane and multilane intersections. EFFECT OF VEHICLE ARRIVAL HEADWAY DISTRIBUTION In the AWSIM model, vehicle arrivals are generated on the basis of various headway distributions. Cowan’s (11 ) M3 headway distri- bution model, the headway distribution model adopted for use in AWSIM, has been widely used in Australia to study traffic opera- LLLL L9513 21 46 5%.. . ()=+ + + Tian et al.Paper No. 01-2019 79 tions at unsignalized intersections (12). The cumulative distribution function is given in Equation 6: where F(t)=cumulative probability function; t =vehicle headway; tm =minimum headway (s); α=proportion of free vehicles (i.e., proportion of vehicles with headways larger than tm ); and λ=average arrival rate (veh/s), calculated by Equation 7: A random headway for an arrival vehicle (t i ) can then be obtained by Equation 8: where R is a random number between 0 and 1. Sullivan and Troutbeck (12) found that α can be calculated on the basis of Equation 9 under an equilibrium state without interrupted facilities: where A is a coefficient that ranges between 3.7 and 7.5 and is related to the lane width and lane type, and V is the traffic flow rate (veh/h). Cowan’s M3 model can represent a wide range of vehicle arrival conditions (11). In AWSIM, three vehicle arrival conditions were analyzed: random, natural bunching, and platoon. The random arrival condition, which is normally represented by a negative exponential distribution, was obtained from Cowan’s M3 model by assuming that α is equal to 1 and that tm is equal to 0 in that model. The natural bunching headway was obtained from Cowan’s M3 model by assum- ing that A is equal to 6.5 under normal traffic volume and geometric conditions. The platoon arrival is obtained by using 0.9 times the value of α obtained from the natural bunching condition. The effect of vehicle arrival distribution on vehicle delay and queue length was investigated on a subject approach while traffic volumes on the other approaches were kept constant. Other assumptions used in the simulation included the following: α=−⋅e AV 3 600 9,() t R tim=−−+l ln l λα ()8 λ α = − V t V m 3600 3600 7, l , () Ft e ttm()=−−−()l α λ ()6 TABLE 4 Comparison of Capacities Obtained by Different Studies FIGURE 4 Ninety-fifth percentile queue length versus average queue length (from simulation). 415589 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX F Parking Lot Occupancy Data 416590 West Village Redevelopment - Chanhassen, MN Parking Lot Count Thursday, September 8th 7:00 - 9:00 West Lot Max Occupancy 248 East Lot Max Occupancy 199 Time Count Time Count 7:00 16 7:00 6 7:15 17 7:15 9 7:30 16 7:30 10 7:45 16 7:45 15 8:00 21 8:00 15 8:15 28 8:15 19 8:30 31 8:30 20 8:45 35 8:45 17 Time of Peak Occupancy West Lot East Lot Peak Occupancy %Peak Occupancy % 14.11%10.05% Time of Peak Occupancy 8:45 8:30 417591 West Village Redevelopment - Chanhassen, MN Parking Lot Count Thursday, September 8th 11:00 - 13:00 West Lot Max Occupancy 248 East Lot Max Occupancy 199 Time Count Time Count 11:00 80 11:00 37 11:15 82 11:15 42 11:30 86 11:30 43 11:45 88 11:45 50 12:00 73 12:00 38 12:15 76 12:15 34 12:30 80 12:30 33 12:45 76 12:45 34 13:00 80 13:00 36 Time of Peak Occupancy Peak Occupancy % 35.48% 11:45 11:45 West Lot East Lot Peak Occupancy % 25.13% Time of Peak Occupancy 418592 West Village Redevelopment - Chanhassen, MN Parking Lot Count Thursday, September 8th 16:00 - 18:00 West Lot Max Occupancy 248 East Lot Max Occupancy 199 Time Count Time Count 16:00 69 16:00 29 16:15 64 16:15 36 16:30 62 16:30 32 16:45 67 16:45 42 17:00 64 17:00 39 17:15 59 17:15 34 17:30 55 17:30 32 17:45 51 17:45 32 18:00 55 18:00 27 Time of Peak Occupancy West Lot East Lot Peak Occupancy %Peak Occupancy % 27.82%21.11% Time of Peak Occupancy 16:00 16:45 419593 West Village Redevelopment - Chanhassen, MN Parking Lot Count Saturday, September 10th 11:30 - 12:30 West Lot Max Occupancy 248 East Lot Max Occupancy 199 Time Count Time Count 11:30 80 11:30 52 11:45 95 11:45 45 12:00 88 12:00 52 12:15 86 12:15 58 12:30 77 12:30 57 West Lot East Lot Peak Occupancy % 38.31% Time of Peak Occupancy 11:45 Peak Occupancy % 29.15% Time of Peak Occupancy 12:15 420594 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX G City of Chanhassen Downtown Vision Plan Update 421595 DOWNTOWN CHANHASSEN VISION UPDATE Adopted November 13, 2018 422596 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20182TABLE OF CONTENTS / ACKNOWLEDGEMENTSCONTENTS PURPOSE AND HISTORY 3 PLANNING PROCESS 4 Stakeholder Engagement - Key Take Aways 4 MARKET SCAN 6 Demographic Trends 6 Retail 7 Office 7 Multi-Family Housing 7 VISION AND GUIDING PRINCIPLES 8 Foundation for a Plan 8 The Guiding Principles for Downtown 9 PHYSICAL FEATURES ANALYSIS 10 Enhancing Connectivity 10 Connectivity and Proposed Enhancements 11 DISTRICTS (LAND USE AND CHARACTER) 12 Land Use and Sub-Districts 12 IMPLEMENTATION STRATEGIES 14 Next Steps 14 ACKNOWLEDGEMENTS MAYOR -Denny Laufenburger CITY COUNCIL -Dan Campion -Jerry McDonald -Elise Ryan -Bethany Tjornhom PLANNING COMMISSION -Andrew Aller -Nancy Madsen -Michael McGonagill -Mark Randall -John Tietz - Mark Undestad - Steven Weick PARKS AND RECREATION COMMISSION -Jim Boettcher -Rick Echternacht -Cole Kelly -Meredith Petouvis -Joseph Scanlon -Grant Schaeferle - Youth Commissioner -Steve Scharfenberg -Karl Tsuchiya 423597 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 3 PURPOSE AND HISTORYEXISTING DOWNTOWN VISION PLAN In 1993, the citizens of Chanhassen were asked to participate in a planning effort to help determine a vision for growth and development for Downtown Chanhassen. The Chanhassen Vision 2002, was the product of that planning exercise and has helped guide development and redevelopment decisions for the Downtown for over the last twenty five years. Key initiatives then included creating a compact, walkable downtown district, leveraging unique aspects such as the Chanhassen Dinner Theater to expand entertainment options, create a central park for the community and better connect the surrounding neighborhoods to downtown. This study relied on community feedback and input throughout the planning process. At that time, the community comments led to improved visibility and access from Highway 5, an enhanced pedestrian network of sidewalks and trails, noted the desire for increased evening entertainment and dining options, as well as additional housing options and improved public facilities. The outcomes led to significant investments in the downtown including the development of the library and central park, multiple new restaurants, entertainment options including the movie theater, significant commercial and office developments, a senior center and the new Carver County License Center. Fast-forward to today, the City of Chanhassen has conducted a planning process to evaluate the conditions of downtown and update the vision for downtown district. The resulting Downtown Vision Update planning effort included an analysis of downtown’s physical conditions today including the transportation and circulation network, pedestrian and bicycle connectivity, land use and smaller sub-districts, and potential change areas. A high-level scan of market conditions for downtown was also conducted to better understand the future market potential for commercial, residential and office uses. Additionally, this effort evaluated the existing vision statement and guiding principles and sought to prioritize the implementation steps for the community to address in downtown over the next 20+ years. The Downtown Vision Update is expected to provide general guidance to help direct decisions and investments in the area between now and 2040. Cover page from the Chanhassen Vision 2002 newsletter summary 424598 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20184PLANNING PROCESSPLANNING PROCESSThe planning process involved a range of stakeholders including property owners, community leadership and the general public through various meetings, an open house and on-line engagement. Information on the planning process was provided on the City’s website and notifications were posted on the City of Chanhassen’s Facebook page. The City also promoted the planning process and on-line questionnaire in the Chanhassen Connection quarterly publication. City staff hosted a drop-by booth at the February Festival and attended various commission meetings including the Planning Commission, Environmental Commission, Senior Commission and Parks and Recreation Commission to gather feedback. General themes from these discussions included safer pedestrian crossings in downtown, more dining and entertainment options, additional housing options and enhanced landscaping and streetscapes. The following summarize the comments from the property owner discussions, the community open house and the online questionnaire: PROPERTY OWNER DISCUSSIONS »Provide transportation options for local residents to get them Downtown during daytime hours » Focus on enhancing retail ‘experience’ by attracting entertainment and destination type retail attractions (breweries, outdoor eating and patios, etc.) »Acknowledge retail online shopping trends, focus development away from retail offerings typically satisfied online »The existing Downtown street and pedestrian network isn’t desirable and doesn’t promote high levels of pedestrian activity - Parking lots separate business front doors from sidewalks - Large blocks make walking within Downtown uninviting and less attractive - Lack of street grid makes navigation and wayfinding more difficult »Residential drives Downtown retail, more residential downtown would enhance the overall retail environment »Housing Downtown should incorporate shared amenities »Senior housing needs to be considered Downtown »Future development should include housing at sufficient density to sustain financial viability »Organize and attract more downtown events COMMUNITY OPEN HOUSE »New development (or redevelopment) should enhance the environment Downtown and provide high quality architectural features and amenities »General support for higher density development that includes both residential and commercial/retail in a vertical mixed use format »Downtown need for more ‘destination’ entertainment options, including leveraging what already exists Downtown to draw and support new options. »General desire for more housing options downtown including senior housing and housing with shared amenities »A desire to attract more locally based businesses/tenants rather than national brands/chains »Vehicle and pedestrian circulation enhancements to improve experience and safety are needed STAKEHOLDER ENGAGEMENT - KEY TAKE AWAYS 425599 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 5 PLANNING PROCESSHoisington Koegler Group Inc. DOWNTOWN CHANHASSEN VISION PLAN UPDATE Property Owners & Tenants Meeting October 6th, 2017 Meeting with Property Owners November Community Open House ONLINE QUESTIONNAIRE »Downtown needs to develop/enhance its identity as a vibrant and attractive destination »New development should contribute the Downtown experience and enhance its identity. »Retail focus should be on attracting a diverse range of high quality ‘destination’ tenants (boutiques, speciality retailers, entertainment venues, breweries, etc.) and retailers that are less impacted by trends in online shopping »Creation of a ‘small town atmosphere’ through tenants, architecture, materials, and the pedestrian experience »Desire to enhance access and safety both for cars and pedestrians, general consensus that Downtown will be most successful if it provides an attractive pedestrian experience while also being easily accessible for automobiles. »Build on existing strengths in downtown (public spaces, anchor retailers, civic destinations, entertainment anchor, good highway access) to solidify the pieces into a cohesive and resilient destination that ‘lifts all boats’ »Provide housing options downtown for a range of ‘life stages’ 426600 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20186MARKET SCANMARKET SCAN A market scan was conducted as a part of the planning effort to better inform the current demographic and economic conditions in Downtown Chanhassen and the surrounding local market area. The market scan helped outline a potential build-out analysis, identifying the various marketable development components for the Downtown district of the next 20 years. The full market scan summary is available as an appendix to this report. DEMOGRAPHIC TRENDS POPULATION AND HOUSEHOLD PROJECTIONS Chanhassen’s population is projected to growth by more than 46 percent over the next 25 years and will add more than 4,700 households. Accommodating this growth creates development opportunities in downtown to provide new housing and services to support the increase in residents. An aging population and shifts in housing demand also enhance demand for a greater variety of housing options near services and amenities. POPULATION PROJECTIONS (METROPOLITAN COUNCIL) Facility Type Projected Change (2016-2040)% Change (2016-2040) Victoria 6,480 73% Chaska 10,161 38% Eden Prairie 19,237 30% Minnetonka 8,759 17% Shorewood 104 1% Chanhassen 11,652 46% HOUSEHOLD PROJECTIONS (METROPOLITAN COUNCIL) Facility Type Projected Change (2016-2040)% Change (2016-2040) Victoria 2,695 90% Chaska 4,669 49% Eden Prairie 8,444 34% Minnetonka 4,933 21% Shorewood 264 10% Chanhassen 4,733 51% EMPLOYMENT PROJECTIONS (METROPOLITAN COUNCIL) Facility Type Projected Change (2016-2040)% Change (2016-2040) Victoria 1,498 136% Chaska 4,651 36% Eden Prairie 7,038 12% Minnetonka 18,412 41% Shorewood -37 -3% Chanhassen 3,019 21% TOTAL 34,581 26% EMPLOYMENT (MET COUNCIL PROJECTIONS) Employment in Chanhassen is projected to growth by more than 21 percent over the next 25 years, adding more than 3,000 new jobs by 2040. A portion of this new employment can be captured by development in downtown, primarily in the retail and office markets. 427601 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 7 MARKET SCANEXISTING MARKET CONDITIONS Chanhassen’s downtown is leaking portion of retail spending to other communities in almost every segment. Key retail segments where the downtown can recapture demand include: »Health / personal care »Sporting goods »Bars, breweries, wine tasting, etc. »Restaurants / other eating places FUTURE DEVELOPMENT POTENTIAL »Potential for sit-down restaurants over 15 year period »Potential for additional health, sporting goods retailers »Potential for additional grocery and general merchandising »Possibilities for entertainment uses (bars, breweries, wine tasting, etc.) »Additional residential developments to the west along Highway 5 may have some impact on downtown’s long term potential EXISTING MARKET CONDITIONS »Relatively small quantity of existing office space »Existing building stock appeals to small companies, medical office, professional services »Downtown is likely to remain primarily a location for smaller scale, neighborhood-oriented office uses EXISTING MARKET CONDITIONS »Relatively small existing inventory of multi-family in Downtown area »Strong market across Twin Cities region with multi-family development now moving to outer suburbs »Competitive for-sale market and job growth are driving strong trend of multi-family development FUTURE DEVELOPMENT POTENTIAL »Potential for several thousand square feet of additional space Downtown »Limited potential relative to other development types »Place making strategies would enhance marketability of office development FUTURE DEVELOPMENT POTENTIAL »Potential for several multi-family projects »Marketability would be enhanced by place making strategies for Downtown »Mixed-use development is likely to have success in the local market RETAIL OFFICE MULTI-FAMILY HOUSING 428602 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 20188VISION AND GUIDING PRINCIPLESFOUNDATIONS FOR A PLAN The community’s vision and guiding principles are rooted in the community feedback and are intended to create an evaluation mechanism for decision makers as new development projects are proposed in the downtown. The planning process evaluated the Vision and Guiding Principles from the Chanhassen Vision 2002 Plan and found there is still strong alignment. Public plaza adjacent to retail provide an attractive venue for annual events and provide outdoor seating and other amenities that support successful retail. High quality architecture, landscaping, and a strong pedestrian realm creates an attractive environment that draw in visitors and establish a downtown identity. THE VISION FOR DOWNTOWN Downtown Chanhassen is the focus for commercial exchange, cultural expression, social interaction and community education, enriching the lives of residents while presenting an appealing and recognizable image to the large and growing Upper Midwest Population it serves. It is a downtown which incorporates and maintains elements of the past, such as it’s historical and natural features, possesses a “small town” atmosphere and entertainment focus, but is planned to be adaptable to change – changes in technology, changes in service deliveries, changes in retailing and entertainment. It is a downtown designed for the future while satisfying the needs of today, one which maintains a strong sense of community focus and orientation, one which fosters convenience, one which maintains a pedestrian scale and emphasizes people movement while providing the full range of transit options. It is a downtown which encourages human interaction, one which mixes uses (retail, cultural, entertainment, housing, education and recreation) to make prudent and efficient use of space, one which meets and is adaptable to current retailing standards and is financially successful. 429603 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 9 VISION AND GUIDING PRINCIPLESTHE GUIDING PRINCIPLES FOR DOWNTOWN BUILD COMMUNITY Chanhassen’s downtown is a focus of the community’s culture. Constructing a downtown provides opportunities to build a commitment to Chanhassen “the place,” to reinforce the traditions of the community and to strengthen the ties between its citizens CREATE A CITY COMMONS A public open space for celebrating community life should be a highlight of the downtown, creating a center of activity and a focus for the downtown. CONNECT TO THE NEIGHBORHOODS Surrounding downtown neighborhoods should be linked, strengthening the relationship between the downtown and the community it serves DEFINE THE PEDESTRIAN NETWORK Some areas within the downtown should be dedicated solely to pedestrian use. They should be clearly defined, safe and provide convenient access to a variety of destinations. Larger outdoor rooms should be linked to the pedestrian network, allowing for planned community gatherings, informal activities or quiet retreat from the more active uses of the downtown. MARK THE DOWNTOWN The downtown’s entry points and edges should be defined, making them distinct and identifiable. The distinguishing features of the larger Chanhassen landscape should be reflected throughout the downtown. MIX USES IN NEW DEVELOPMENT Uses within the downtown should be mixed, encouraging people to visit at different times and for a variety of purposes. ELEVATE THE PEDESTRIAN REALM Users of the downtown should be able to walk conveniently and comfortably between destinations safely, thereby enlivening the public space and reducing automobile traffic. ANTICIPATE THE FUTURE The downtown should keep pace with technological change and readily adapt to the opportunities of the future. 430604 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201810PHYSICAL FEATURES ANALYSISDowntown Chanhassen’s existing circulation network (seen in the figure to the right) highlights the existing vehicular, bike, and pedestrian circulation network into downtown. Additionally, this graphic articulates targeted enhancements to downtown’s connectivity. Enhanced options for walking and biking downtown helping to: » Alleviate traffic congestion and demand for parking, by reducing trips within the Downtown area; through a park once approach. »Make Downtown a more desirable destination for retailers by making it more comfortable to walk from one part of Downtown to the next » Enhance the vitality of the street by activating it with pedestrians »Improve access to Downtown businesses and resources for nearby residents Continuing to enhance and strengthen these connections is an important component in maintaining the vitality and desirability of Downtown as a retail and housing destination long-term. During the community engagement process the following elements (listed below) were identified as key priorities for improving the overall connectivity of Downtown: »Improved pedestrian crossings at roadways, making them safer and more comfortable for pedestrians and cyclists »Link businesses to the bicycle and pedestrian network, allowing users to walk from one destination to another safely and conveniently »Increase pedestrian lighting to enhance safety and provide a more attractive atmosphere »Strengthen the connections to surrounding neighborhoods »Provide a more attractive streetscape and public realm enhanced through landscaping, tree planting, signage, lighting, streetscape furnishings, and other amenities »Improve navigation by providing wayfinding and directional signage for visitors at key decision points and intersections »Improved Highway 5 crossing to link the uses to the south. Options could include: -Potential underpass -Signals timings -Expanded pedestrian landings -Enhanced night time lighting for safety ENHANCING CONNECTIVITY Enhanced lighting, landscaping, paving, and pedestrian crossings can all contribute to a more attractive safer downtown environment Pedestrian and bicycle amenities contribute to identity and attractiveness, reinforcing the sense of a place and helping to establish an identity Enhanced pedestrian crossings make pedestrian experience safer and more attractive for all Downtown users 431605 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 11 PHYSICAL FEATURES ANALYSISCONNECTIVITY AND PROPOSED ENHANCEMENTS ENHANCED STREETSCAPE / PUBLIC REALM EXISTING HIGHWAY 5 OVERPASS IMPROVED PEDESTRIAN CROSSING OF HIGHWAY 5 POTENTIAL LONG-TERM CROSSING UNDER HIGHWAY 5 ENHANCE CONNECTIONS FROM STREETS TO LOCAL BUSINESSES ENHANCED PEDESTRIAN INTERSECTION CROSSINGS 432606 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201812DISTRICTS (LAND USE AND CHARACTER)The land use and sub-districts diagram (on the next page) identifies through physical analysis, market analysis, and community feedback where the most appropriate locations for future land uses. It also identifies which areas have the potential to support housing in Downtown. This diagram paired with the opportunity sites map should be used as a framework to guide development into areas where it best fits with the overall vision for Downtown. Downtown can be divided into a series of sub-districts. The west portion is largely characterized be existing anchor retailers (Target / Byerlys) with opportunities for traditional commercial out lots development. Development in this area should have architecture features and amenities that signal arrival into the downtown area and help establish the architectural character of downtown as a whole. The area between the railroad and Highway 5 will likely remain oriented towards the highway commercial uses, capitalizing on good access and views. Development in this areas should focus on providing a mix of retail, restaurants, and services. The north and east areas are likely to remain unchanged, offering important services and attractions that contribute to the character of downtown and drawing a significant number of visitors. These areas, like the anchor retail sites are foundational pieces upon which new development in Downtown should build. At the core of Downtown is a mixed use district which may include entertainment, fine dining, boutique retailers, public plazas, and housing. Long term this area will be the central focus of activity for downtown and should draw from adjacent uses like the Chanhassen Dinner Theater, City Center, Library, and City Hall. This sub-district can be a substantial attraction for downtown and provide visitors the opportunity to conduct all of their activities on a well connected and attractive pedestrian network. This core area of Downtown is the most appropriate district for increased housing density and could provide a range of housing options. LAND USE AND SUB-DISTRICTS Mixed Use (Ground floor retail with upper floor residential) should have attractive architecture, enhance the street edge, and be the appropriate scale for downtown Preferred character for new office /medical services development focuses on attracting small tenants which provide local services New retail development should add to the sense of place and downtown identity and attract a range of retail and dining options 433607 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 13 DISTRICTS (LAND USE AND CHARACTER)LAND USE AND SUB-DISTRICTS 434608 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201814 NEXT STEPS The following represents a list of targeted initiatives for Downtown Chanhassen over the next five years and beyond. The initiatives highlighted in green have been identified by the city council as higher priorities. The city council , boards and commissions and city staff should focus on these high priority initiatives as first steps in Downtown’s evolution. IMPLEMENTATION - CONNECTIONS »Enhancement of sidewalks, plazas, and other connections between particular developments in Downtown, to encourage walking and biking from destination to destination. »Enhanced private walkways to connect storefronts to the walkways and trails located in the public right-of-way. »Enhance crosswalks and pedestrian landing areas along major streets in the Downtown (Hwy 5, 78th Street, Market Blvd. Great Plains Blvd, etc.). »Implementing a “pedestrian priority phase” for signalized intersections allowing a head start for people walking or bicycling across the street. (Already underway) »Maintain lower traffic speeds in the Downtown area. IMPLEMENTATION - PUBLIC REALM »Consider the creation of a City-led plan for public spaces (including plans for new public streets and enhanced streetscapes, and potential civic plazas or gathering places) that includes conceptual plans, cost estimates, and schedules for completion, as development in the Downtown area proceeds. »Consider the creation of a formal future street and mobility plan for Downtown, which would formally establish the future alignments for internal roads (as well as sidewalks and promenades) that would connect the different districts within downtown. »Encourage additional landscaping, boulevard trees, site furnishings, seasonal decor, unique paving and pedestrian scaled lighting to enhance the pedestrian experience. IMPLEMENTATION - SUB-DISTRICTS »Consider the creation of a formal incentives policy for Downtown, including potentially a formal scoring system in which projects that meet specific criteria tied to the Downtown Vision (in terms of enhancing the aesthetic appeal of Downtown, walkability, and other factors) would achieve better scores and therefore have a better chance of gaining approval of incentives »Further articulation of the sub-districts as identified in the Downtown Vision Plan to help guide expectations for urban design and development aesthetics within the Downtown area. »Consider the refinement of the identified sub-districts to determine desired locations for mixed use projects in the Downtown area.IMPLEMENTATION STRATEGIES435609 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 15 IMPLEMENTATION - DESIGN »Consider changes in zoning requirements for various sub-districts within Downtown, articulating the desired mix of uses, height and scale for buildings in Downtown. »Consider Design Guidelines on a sub-district basis that articulate the desired height & relationship to the street for buildings, public realm features and overall design aesthetic to help guide the quality and character expected within the different sub-districts of Downtown. »Consider a reduction in parking requirements for mixed use and retail projects in Downtown. »Consider the facilitation of shared parking arrangements between different property owners in Downtown, particularly with mixed use projects combining retail, office and residential. »Consider working with property owners in targeted downtown residential areas to create a “park once” environment, in which visitors could park in one location and traverse from business to business in Downtown Chanhassen without driving, in order to minimize traffic congestion IMPLEMENTATION - OUTREACH »Consider efforts for on-going recruit of entertainment-oriented and unique speciality tenants (i.e. Brewery/distillery or other restaurants/ entertainment) to locate downtown districts -Work with prospective developers to integrate restaurant or entertainment uses within their projects. »Consider recruitment of developers experienced in mixed-use to explore and pursue projects in Downtown Chanhassen. »Ongoing networking with and recruitment of developers to consider project opportunities in the Downtown Chanhassen area -Ongoing interaction at regional development organizations such as Urban Land Institute (ULI) and at national conferences such as the International Council of Shopping Centers.IMPLEMENTATION STRATEGIES436610 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 201816ISSUES AND OPPORTUNITIESDowntown Chanhassen’s greatest challenge as it relates to the community’s overall vision is rooted in it’s typical suburban development pattern. Existing development prioritize the automobile, resulting in a disconnected patchwork of stores and offices with substantial land area devoted to parking and roadways, land which could otherwise be used to attract new development. Parking lots occupy large areas of street frontage and push buildings to the back of lots creating street edges that are less attractive for pedestrians and ineffective at creating a sense of places or identity. While downtown’s development pattern presents a certain set of challenges, there are also a number of opportunities to build on including: the Chanhassen Dinner Theater; large retail and grocery anchors; new townhome development and existing park, school, and park resources. Leveraging these strengths, identifying where (and how) redevelopment occurs, and understanding how that redevelopment can support the overall vision for downtown will be a critical to the long term success of downtown. Potential redevelopment sites were initially identified based on the analysis work conducted as part of the market research and issues and opportunities analysis done at the start of the project. These findings were presented to groups of developers, business owners, residents and other interested groups during a multi-part community engagement process in order to prioritize the sites (see map on right). Generally, the highest priority areas are centered around the Target and Lunds & Byerlys locations. These areas are highly visible from Highway 5 and Powers Boulevard and the large numbers of shoppers attracted by the retail another present opportunities for redevelopment to build on existing strengths. Generally, the center of downtown is largely viewed as an existing strength which may change in the longer term as opportunities arise. The area south of the railroad tracks was also viewed as a short to medium priority for change as the community looks to transition many of the auto-oriented uses to those more in-line with the downtown vision. In addition to identifying and prioritizing development areas, the community engagement process also identified where certain types of development should occur and what the character of that development should be, this information is discussed in detail in the Districts (Land Use and Character) section. IDENTIFYING AREAS OF OPPORTUNITY New retail development south of downtown may act as a template for siting development to enhance the pedestrian environment without sacrificing automobile accessibility or visibility Caption Caption 437611 DOWNTOWN CHANHASSEN - VISION UPDATE NOVEMBER 13, 2018 17 ISSUES AND OPPORTUNITIESOPPORTUNITY SITES FOR REDEVELOPMENT / REINVESTMENT 438612 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX H Crash Data 439613 Crash Summary Westwood Request Report Version 1.0 February 2020 Crash Severity/Crash Year Crash Severity Total 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 1 0 0 0 1 0 0 0 0 0 0 0 B - Minor Injury 5 0 0 0 0 2 0 2 0 1 0 0 C - Possible Injury 11 4 2 1 1 0 0 0 3 0 0 0 N - Prop Dmg Only 34 5 1 2 2 3 6 2 6 4 2 1 U - Unknown 0 0 0 0 0 0 0 0 0 0 0 0 Total 51 9 3 3 4 5 6 4 9 5 2 1 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 1 0 1 0 0 B - Minor Injury 5 0 2 3 0 C - Possible Injury 11 0 6 5 0 N - Prop Dmg Only 34 0 3 29 2 U - Unknown 0 0 0 0 0 Total 51 0 12 37 2 Basic Type Summary Total % Pedestrian 3 5.9 Bike 6 11.8 Single Vehicle Run Off Road 3 5.9 Single Vehicle Other 0 0.0 Sideswipe Same Direction 5 9.8 Sideswipe Opposing 0 0.0 Rear End 8 15.7 Head On 2 3.9 Left Turn 9 17.6 Angle 11 21.6 Other 4 7.8 Total 51 100.0 First Harmful Event Summary Total % Pedestrian 3 5.9 Bicyclist 5 9.8 Motor Vehicle In Transport 39 76.5 Parked Motor Vehicle 1 2.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 3 5.9 Non-Collision Harmful Events 0 0.0 Non-Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 51 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 7 13.7 Four-Way Intersection 34 66.7 T or Y Intersection 2 3.9 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 4 7.8 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 4 7.8 Total 51 100.0 Weather 1 Summary Total % Clear 38 74.5 Cloudy 8 15.7 Rain 2 3.9 Snow 2 3.9 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 1 2.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 51 100.0 Light Condition Summary Total % Daylight 40 78.4 Sunrise 3 5.9 Sunset 1 2.0 Dark (Str Lights On)7 13.7 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 51 100.0 Report Generated 09/02/2022 MnCMAT 2.0.0 Page 1 of 2440614 Crash Summary Westwood Request Report Version 1.0 February 2020 Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 1 1 3 0 0 5 9.8 MON 0 0 0 0 0 0 0 0 1 1 0 0 2 3.9 TUE 0 0 0 0 2 3 3 3 2 0 1 0 14 27.5 WED 0 0 0 1 2 1 3 2 3 0 0 0 12 23.5 THU 0 0 0 1 0 0 3 0 2 0 0 0 6 11.8 FRI 0 0 1 0 0 0 3 1 1 0 0 0 6 11.8 SAT 0 0 0 0 0 1 0 1 2 1 1 0 6 11.8 Total 0 0 1 2 4 5 12 8 12 5 2 0 51 100.0 %0.0 0.0 2.0 3.9 7.8 9.8 23.5 15.7 23.5 9.8 3.9 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 1 0 0 0 1 1.0 15 1 1 0 0 2 2.0 16 1 4 0 0 5 5.0 17 0 0 0 0 0 0.0 18 0 1 0 0 1 1.0 19 2 2 0 0 4 4.0 20 0 1 0 0 1 1.0 21-24 2 3 0 0 5 5.0 25-29 6 2 0 0 8 8.0 30-34 5 3 0 0 8 8.0 35-39 3 5 0 0 8 8.0 40-44 2 4 0 0 6 6.0 45-49 2 5 0 0 7 7.0 50-54 6 8 0 0 14 14.0 55-59 5 2 0 0 7 7.0 60-64 4 7 0 0 11 11.0 65-69 1 1 0 0 2 2.0 70-74 4 1 0 0 5 5.0 75-79 1 0 0 0 1 1.0 80-84 1 2 0 0 3 3.0 85-89 0 1 0 0 1 1.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 47 53 0 0 100 100.0 %47.0 53.0 0.0 0.0 100.0 100.0 Month Summary Total % January 1 2.0 February 4 7.8 March 4 7.8 April 1 2.0 May 7 13.7 June 5 9.8 July 5 9.8 August 4 7.8 September 3 5.9 October 5 9.8 November 8 15.7 December 4 7.8 Total 51 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)87 94.6 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 1 1.1 Has Been Drinking Alcohol 1 1.1 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 3 3.3 Not Applicable 0 0.0 Total 92 100.0 Selection Filter: WORK AREA: State - SPATIAL FILTER APPLIED Analyst: Erik Henricksen Notes: Report Generated 09/02/2022 MnCMAT 2.0.0 Page 2 of 2 441615 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00584506 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.659 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 03/20/18 TIME 10:25 DAY Tue LAT 44.863705 LONG -93.540185 UTM X 457325.0 UTM Y 4967950.9 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Parked Motor Vehicle LIGHT CONDITION Daylight WEATHER PRIMARY Blowing Sand/Soil/Dirt/S Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Parked/Stalled Motor Vehicle Passenger Van (Seats Installe Northbound Parked or Entering or Leaving 36 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport School Bus Northbound Parked or Entering or Leaving 52 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS LEGALLY PARKED ALONG CURB OF NORTHBOUND KERBER BLVD. UNIT 2 WAS ATTEMPTING TO PULL ALONG CURB TO PARK. AS UNIT 2 MOVED TO THE RIGHT SHE SIDESWIPED THE FRONT DRIVER BUMPER WITH THE REAR PASSENGER CORNER OF HER BUS. NO INJURIES. INFORMATION WAS EXCHANGED. BOTH VEHICLES WERE DRIVABLE AND THERE WERE NO INJURIES. INCIDENT ID 10779063 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.718 ROUTE NAME kerber blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 200 F N w 78th st # VEH 2 # KILL 0 DATE 07/26/12 TIME 12:37 DAY Thu LAT 44.862854 LONG -93.540196 UTM X 457323.5 UTM Y 4967856.4 WORK ZONE TYPE Other BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Southbound Turning Left 30 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Southbound Moving Forward 51 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TAKING A LEFT OUT OF THE CHANHASSEN LIBRARY ONTO SOUTHBOUND KERBER BLVD. UNIT 2 WAS SOUTH ON KERBER BLVD. NORTH OF TEH CHANHASSEN LIBRARY. UNIT 2 MADE HIS LEFT TURN NOT SEEING UNIT 2. UNIT 1 WAS STRUCK BY UNIT 2 WHILE HE WAS COMPLETING HIS TURN. UNIT 1 STATED HE DID NOT SEE UNIT 2. THERE WERE NO INJURIES AND UNIT 2 WAS TOWED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 1 of 26 By Intersection #5 442616 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00421567 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.718 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 02/08/17 TIME 08:05 DAY Wed LAT 44.862846 LONG -93.540196 UTM X 457323.4 UTM Y 4967855.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Turning Left 44 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Turning Left 63 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING NORTHBOUND ON KERBER BLVD IN THE CITY OF CHANHASSEN ATTEMPTING TO TURN LEFT INTO THE BYERLY'S PARKING COMPLEX. UNIT 2 WAS STOPPED AT THE STOP SIGN (EAST SIDE OF THE PARKING COMPLEX) THAT EXITS ONTO KERBER BLVD. UNIT 2 TURNED LEFT ONTO KERBER BLVD AND STRUCK THE FRONT LEFT CORNER OF UNIT 1. UNIT 1 HAD THE RIGHT AWAY. THE DRIVER OF UNIT 2 SAID HE DID NOT SEE UNIT 1 WHEN HE MADE HIS TURN ILLEGALLY IN FRONT OF IT. UNIT 1 SUSTAINED MODERATE DAMAGE TO THE FRONT LEFT AREA NEAR. UNIT 2 SUSTAINED MODERATE DAMAGE TO THE FRONT. BOTH VEHICLES DROVE AWAY FROM THE SCENE. NEITHER DRIVER REPORTED ANY INJURIES. THE DRIVER OF UNIT 2 RECEIVED A CITATION FOR FAILING TO YIELD THE RIGHT AWAY. INCIDENT ID 10777755 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.729 ROUTE NAME ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 04/18/12 TIME 12:30 DAY Wed LAT 44.862695 LONG -93.540206 UTM X 457322.6 UTM Y 4967838.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Pickup Southbound Backing 30 M Unit 2 0 Passenger Car Southbound 49 F Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 2 of 26443617 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00325374 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.748 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 3 # KILL 0 DATE 02/02/16 TIME 14:45 DAY Tue LAT 44.862417 LONG -93.540223 UTM X 457321.0 UTM Y 4967808.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Snow Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Southbound Slowing 43 M Apparently Normal Swerved or Avoided Due to W Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 38 F Apparently Normal No Clear Contributing Action Unit 3 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 19 F Apparently Normal No Clear Contributing Action Unit 4 OFFICER SKETCH NARRATIVE I ARRIVED AT A 3 VEHICLE PD ACCIDENT. I SPOKE TO DRIVER OF UNIT 1 WHO SAID HE WAS TRAVELING SOUTH ON KERBER BLVD WHEN HE SLID THROUGH THE INTERSECTION INTO ONCOMING TRAFFIC ON W 78TH STREET. DRIVER OF UNIT 1 STATED HE HIT UNIT TWO WHICH CAUSED UNIT 2 TO HIT UNIT 3. I SPOKE TO DRIVER OF UNIT 2 WHO STATED SHE WAS TRAVELING WESTBOUND ON W 78TH STREET WHEN VEHICLE 1 CAME THROUGH THE INTERSECTION AND HIT HER VEHICLE CAUSING IT TO HIT UNIT 3. DRIVER OF UNIT 2 STATED SHE HIT OFF UNIT 3 AND WAS HIT AGAIN BY UNIT 1. I SPOKE TO DRIVER OF UNIT 3 WHO SAID SHE WAS TRAVELING WESTBOUND ON W 78TH STREET WHEN SHE WAS HIT BY UNIT 2. DRIVER OF UNIT 3 STATED SHE WENT OVER THE MEDIAN ONCE SHE WAS HIT. ALL VEHICLE PULLED OFF W 78TH STEET INTO A PARKING LOT. VEHICLE 2 SUSTAINED HEAVY DAMAGE AND WAS TOWED. VEHICLE 1 AND 3 SUSTAINED MODERATE DAMAGE AND WERE NOT TOWED. NO INCIDENT ID 00348429 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.748 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 05/11/16 TIME 16:05 DAY Wed LAT 44.862419 LONG -93.540223 UTM X 457321.0 UTM Y 4967808.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY B - Minor Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Rain Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Turning Left 88 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Bicycle Walk/Cycle With Traffic 14 M Apparently Normal Unknown Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 05/11/2016 AT 1605 HOURS, I WAS DISPATCHED TO A MOTOR VEHICLE VS. BICYCLE ACCIDENT LOCATED AT WEST 78TH STREET AND KERBER BLVD IN THE CITY OF CHANHASSEN. UPON ARRIVAL, I NOTICED A YOUNG MALE LYING IN THE MIDDLE OF KERBER BLVD, TO THE NORTH OF THE INTERSECTION. THERE WAS ONE BLUE SUBARU, BEARING MN LICENSE 045RYR, PARKED ON THE EAST SIDE OF KERBER BLVD. I APPROACHED THE VEHICLE AND IDENTIFIED THE DRIVER AS THE PERSON WHO STRUCK THE BICYCLIST. V1 ADVISED THEY WERE ON WEST 78TH STREET ATTEMPTING TO GO NORTH ON KERBER BLVD. ORIGINALLY, V1 ADVISED THEY WERE HEADING WESTBOUND ON 78TH, BUT LATER STATED THEY WERE TRAVELING EASTBOUND AND WAS TURNING LEFT, NORTHBOUND, ONTO KERBER BLVD. V1 STATED THEY DID NOT SEE THE INDIVIDUAL ON THE BICYCLE. I THEN SPOKE WITH WITNESS 1 WHO STATED SHE WAS BEHIND V1. W1 STATED V1 TURNED NORTHBOUND ONTO KERBER Report Generated 09/02/2022 MnCMAT 2.0.0 Page 3 of 26 444618 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00499327 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.750 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 09/06/17 TIME 13:00 DAY Wed LAT 44.862380 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 64 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Northbound Turning Left 45 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING WESTBOUND ON W. 78TH STREET THROUGH THE INTERSECTION OF KERBER BLVD. UNIT 2 WAS TRAVELING EASTBOUND ON W. 78TH STREET AND ATTEMPTED TO TAKE A LEFT AND GO NORTH ON KERBER BLVD. UNIT 1 HAD THE GREEN LIGHT GIVING THEM THE RIGHT AWAY THROUGH THE INTERSECTION. UNIT 2 SAID HE DID NOT SEE UNIT 1 AS HE WAS ATTEMPTING TO TURN LEFT ONTO KERBER BLVD. UNIT 2 COLLIDED WITH UNIT 1 IN THE MIDDLE OF THE INTERSECTION. THERE WAS MODERATE DAMAGE TO THE FRONT OF UNIT 1 (ALONG WITH THE FRONT QUARTER PANELS). THERE WAS MODERATE DAMAGE TO THE FRONT RIGHT QUARTER PANELS ON THE PASSENGER SIDE OF UNIT 2. BOTH DRIVERS SAID THEY WOULD ARRANGE TOWS FOR THEIR VEHICLE. NO INJURIES REPORTED. NO CITATIONS WERE ISSUED. INCIDENT ID 00753096 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.750 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 10/08/19 TIME 20:00 DAY Tue LAT 44.862378 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Head On CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 50 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Turning Left 16 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 DRIVER STATED SHE WAS WESTBOUND ON WEST 78TH STREET IN THE RIGHT LANE CROSSING THROUGH THE INTERSECTION WITH KERBER BLVD. UNIT 1 DRIVER STATED UNIT 2 WAS EASTBOUND AND TURNED TO GO NORTHBOUND ON KERBER BLVD. AND STUCK THEIR VEHICLE. UNIT 1 DRIVER STATED SHE HAD A SOLID GREEN LIGHT. UNIT 2 DRIVER WAS EASTBOUND ON WEST 78TH STREET AND WAS ATTEMPTING TO TURN LEFT TO GO NORTHBOUND ON KERBER BLVD. UNIT 2 DRIVER STATED SHE OBSERVED UNIT 1 VEHICLE WITH IT'S RIGHT TURN SIGNAL ON SO SHE BELIEVED UNIT 1 WAS GOING TO SLOW AND TURN NORTHBOUND ON KERBER BLVD. UNIT 2 DRIVER THOUGHT SHE WOULD HAVE ENOUGH TIME TO TURN SO SHE STARTED HER TURN BUT STRUCK UNIT 1 WHEN UNIT 1 CONTINUED STRAIGHT THROUGH THE INTERSECTION. UNIT 1 DRIVER DENIES HAVING HER TURN SIGNAL ON. UNIT 1 COMPLAINED OF NECK PAIN ALONG WITH PAIN FROM THE SEAT BELT BUT REFUSED MEDICAL Report Generated 09/02/2022 MnCMAT 2.0.0 Page 4 of 26 Intersection #4 445619 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00761785 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.750 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 11/12/19 TIME 08:28 DAY Tue LAT 44.862379 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 35 F Apparently Normal Ran Red Light Unit 2 Motor Vehicle in Transport Passenger Car Southbound Turning Left 60 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 11/12/2019 AT 0828 HOURS, V/1 WAS TRAVELING WESTBOUND W78TH STREET WHEN IT FAILED TO STOP FOR THE RED SEMAPHORE AT THE INTERSECTION OF KERBER BLVD. V/1 ENTERED THE INTERSECTION AND COLLIDED WITH V/2 WHICH HAD ENTERED THE INTERSECTION SOUTHBOUND FROM KERBER BLVD WITH THE INTENTION OF TURNING EASTBOUND ONTO W 78TH STREET. THERE WERE NO INJURIES REPORTED AS A RESULT OF THE CRASH AND BOTH VEHICLES WERE TOWED FROM THE SCENE. INCIDENT ID 10937686 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.751 ROUTE NAME ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 08/28/14 TIME 13:30 DAY Thu LAT 44.862376 LONG -93.540225 UTM X 457320.8 UTM Y 4967803.4 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Rain Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Southbound Turning Left 53 F Unit 2 Motor Vehicle in Transport Passenger Car Southbound Turning Left 27 F Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 5 of 26 Intersection #4 446620 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00625250 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.751 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 08/03/18 TIME 13:25 DAY Fri LAT 44.862368 LONG -93.540226 UTM X 457320.8 UTM Y 4967802.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY B - Minor Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 70 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Southbound Moving Forward 24 F Apparently Normal Ran Red Light Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING WESTBOUND ON W. 78TH STREET THROUGH THE KERBER BLVD INTERSECTION IN THE CITY OF CHANHASSEN. UNIT 2 WAS HEADING SOUTHBOUND ON KERBER BLVD CROSSING OVER THE WESTBOUND LANES OF W. 78TH STREET. THE TWO VEHICLES COLLIDED IN THE INTERSECTION. DRIVER 1 SAID HE HAD THE GREEN LIGHT AND WAS GOING THROUGH THE INTERSECTION. DRIVER 2 SAID SHE HAD A GREEN LIGHT AND ENTERED THE INTERSECTION ON A YELLOW LIGHT. TWO INDEPENDENT WITNESSES BELIEVED THE LIGHT WAS GREEN FOR EAST/WEST BOUND TRAFFIC ON W. 78TH STREET. WITNESS 1 SAID HE DID NOT SEE THE CRASH BUT HEARD IT. HE SAID WHEN HE HEARD IT, HE LOOKED UP AT THE STOP LIGHT AND IT SHOWED GREEN FOR WEST/EAST BOUND TRAFFIC ON W. 78TH STREET. WITNESS 2 WAS A PEDESTRIAN WHO SAW THE CRASH. SHE SAID SHE THOUGHT THE LIGHT WAS POSSIBLY YELLOW FOR DRIVER 2 WHEN SHE ENTERED THE INTERSECTION. INCIDENT ID 00759728 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.752 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 11/05/19 TIME 09:10 DAY Tue LAT 44.862359 LONG -93.540226 UTM X 457320.7 UTM Y 4967801.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 63 M Apparently Normal Ran Red Light Unit 2 Motor Vehicle in Transport Passenger Car Southbound Moving Forward 46 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE PERSON 2 WAS STOPPED AT THE STOP LIGHT AS SHE HAD A RED LIGHT AND WAS WAITING TO TURN EAST ONTO WEST 78TH STREET FROM KERBER BLVD. BOTH PERSON 2 AND A WITNESS SAY THE LIGHT TURNED GREEN AND PERSON 2 PROCEEDED INTO THE INTERSECTION. DRIVER 1, WHO WAS WESTBOUND ON W 78TH STREET, DID NOT STOP FOR THE RED LIGHT AND PROCEEDED THROUGH THE INTERSECTION, CRASHING INTO PERSON 2'S VEHICLE. DRIVER 1 WAS CITED FOR THIS OFFENSE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 6 of 26 Intersection #4 Intersection #4 447621 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 01014783 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.752 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 03/29/22 TIME 15:13 DAY Tue LAT 44.862360 LONG -93.540226 UTM X 457320.7 UTM Y 4967801.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 83 F Apparently Normal Failed to Keep in Proper Lane Unit 2 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 58 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 2 AND UNIT 1 WERE TRAVELING NORTHBOUND ON KERBER BLVD TOWARD THE STOP LIGHT AT THE INTERSECTION WITH W. 78TH STREET. UNIT 2 WAS SLIGHTLY AHEAD OF UNIT 1. UNIT 2 ENTERED INTO THE RIGHT LANE WHICH IS THE LANE TO EITHER GO STRAIGHT OR TURN RIGHT. UNIT 1 ENTERED THE LEFT LANE WHICH IS A LEFT TURN LANE ONLY. UNIT 2 CONTINUED STRAIGHT THROUGH THE INTERSECTION ON KERBER BLVD. UNIT 1 DID NOT TURN LEFT AND CONTINUED STRAIGHT THROUGH THE INTERSECTION. UNIT 1'S FRONT BUMPER STRUCK UNIT 2'S REAR DRIVER'S SIDE QUARTER PANEL. INCIDENT ID 11019699 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.753 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/02/15 TIME 15:52 DAY Tue LAT 44.862347 LONG -93.540227 UTM X 457320.6 UTM Y 4967800.2 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 20 F Apparently Normal Inattentive/Distraction (Talking Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 59 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE VEHICLE WERE TRAVELING EASTBOUND ON 78 STREET WEST WHEN THE DRIVER OF UNIT 1 REAR ENDED UNIT 2 AT THE INTERSECTION WITH KERBER BLVD. DRIVER OF UNIT 1 SAID SHE LOOKED DOWN TO CHANGE SONG ON HER PHONE AND HIT CAR IN FRONT. DRIVER OF UNIT 2 SAID SHE SAW DRIVER OF UNIT 1 LOOK DOWN AND REAR END HER. NO INJURIES, LIGHT DAMAGE TO FRONT OF UNIT 1, LIGHT DAMAGE TO REAR END OF UNIT 2. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 7 of 26 Intersection #4 448622 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 11023179 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.753 ROUTE NAME Kerber Blvd. ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 11/13/15 TIME 12:15 DAY Fri LAT 44.862347 LONG -93.540227 UTM X 457320.6 UTM Y 4967800.2 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Pedestrian CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedestrian LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Pedestrian PEDESTRIAN Southbound PED XNG N MK XWK 21 M Apparently Normal No Clear Contributing Action Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 11/13/2015 AT APPROXIMATELY 1215 HOURS, THERE WAS A VEHICLE VS. PEDESTRIAN HIT AND RUN CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. PERSON 1 WAS WALKING IN THE MARKED CROSSWALK WITH THE WALK SIGN SOUTHBOUND ON KERBER BLVD. CROSSING 78TH ST. PERSON 1 STATED A WHITE IN COLOR PASSENGER CAR WAS NORTHBOUND ON KERBER BLVD. AND MADE A LEFT TURN ONTO WESTBOUND 78TH. ST. PERSON 1 STATED HE WAS IN THE CROSSWALK AND IN THE ROADWAY WHEN THE VEHICLE STRUCK HIS LEFT SIDE. PERSON 1 STATED HE HAD MINOR LEFT KNEE PAIN AND REFUSED MEDICAL ATTENTION. THE SUSPECT VEHICLE DID NOT STOP TO EXCHANGE INFORMATION. INCIDENT ID 10775594 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 02/17/12 TIME 13:53 DAY Fri LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 33 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport VAN OR MINIVAN Eastbound Turning Left 50 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF VEH #1 TRAVELING NORTH BOUND ON KERBER COLLIDED WITH VEH #2 TRAVELING EAST BOUND ON W 78TH STREET. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 8 of 26449623 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10778810 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 07/13/12 TIME 15:50 DAY Fri LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Pickup Northbound Moving Forward 27 M Apparently Normal Unit 2 Motor Vehicle in Transport Passenger Car Northbound Turning Left 63 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE D#2 STATED SHE WAS NB KERBER BLVD, IN THE INTERSECTION OF 78TH, WAITING FOR TRAFIC TO PASS SO SHE COULD TURN WB ONTO 78TH. D#2 STATED SHE WAS REARENDED BY V#1. D#1 STATED HE WAS NB KERBER APPROACHING V#2. D#1 STATED HE HIT THE BRAKES TO STOP HIS VEHICLE, AND FELT THE BRAKE LINE POP. D#1 STATED HE COULD NOT STOP, AND REARENDED V#2. I OBSERVED BRAKE FLUID LEAKING FROM UNDERNEATH V#1. NO TAGS, TOWS, NO INJURIES INCIDENT ID 10779267 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME KERBER BLVD ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 07/31/12 TIME 16:32 DAY Tue LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Moped or Motor Scooter Northbound Moving Forward 26 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car SOUTHEAST Turning Left 19 M Unknown Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE VEH 1 NORTHBOUND ON KERBER. VEH 2 FAILED TO YIELD RIGHT AWAY AND MADE LEFT TURN STRIKING VEH 1. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 9 of 26450624 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10780010 ROUTE SYS 05-MSAS ROUTE NUM 0101 MEASURE 3.766 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990101-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 0.10 M N 78th St West # VEH 1 # KILL 0 DATE 09/09/12 TIME 16:16 DAY Sun LAT 44.862147 LONG -93.540239 UTM X 457319.5 UTM Y 4967778.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Pedestrian CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedestrian LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Southbound Turning Left 52 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Pedestrian PEDESTRIAN PED XNG-NO SIG/X 53 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER 1 STOPPED VEHICLE 1 AT THE STOP SIGN WHILE EXITING THE LIBRARY PARKING LOT. PEDESTRIAN 1 CROSSES THE ROADWAY APPROXIMATELY 20 FEET SOUTH OF VEHICLE 1. PEDESTRIAN CROSSED THE ROADWAY HEADING EAST. PEDESTRIAN 1 GOT TO THE MIDDLE OF THE ROADWAY WHEN HE SAW VEHICLE 1. PEDESTRIAN 1 STATED HE PUSHED AWAY FROM A "WHITE HOOD" COMING AT HIM. INJURIES TO PEDESTRIAN 1 INCLUDE A SORE RIGHT WRIST. DRIVER 1 STATED THERE WAS NO OTHER TRAFFIC. DRIVER 1 STATED SHE DID NOT SEE THE PEDESTRIAN. VEHICLE 1 FRONT RIGHT SIDE HIT PEDESTRIAN 1. NO DAMAGE TO VEHICLE 1. NO CITATIONS ISSUED AT TIME OF INCIDENT. INCIDENT ID 00815304 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.744 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/18/20 TIME 06:35 DAY Thu LAT 44.862615 LONG -93.544961 UTM X 456946.8 UTM Y 4967832.4 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Sunrise WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 52 F Apparently Normal Failed to Keep in Proper Lane Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 44 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER 1 WAS HEADED EASTBOUND ON WEST 78TH STREET FROM POWERS BLVD AND WAS APPROACHING TARGET ENTRANCE; SHE WAS IN THE LEFT LANE. DRIVER 2 WAS TRAVELLING IN THE SAME DIRECTION, HOWEVER, SHE WAS IN THE RIGHT LANE. DRIVER 1 ADMITS THAT SHE DID NOT SEE DRIVER 2 (SUSPECTED TO HAVE BEEN IN HER BLIND SPOT) AND ATTEMPTED TO MOVE FROM THE LEFT LANE TO THE RIGHT LANE. DUE TO THIS ACT, DRIVER 1 DROVE HER VEHICLE DIRECTLY INTO THE SIDE OF DRIVER 2'S VEHICLE. DRIVER 1 ADMITTED FULL FAULT FOR THE CRASH. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 10 of 26 Intersection #1 451625 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00761371 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.760 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH TARGET LA # VEH 2 # KILL 0 DATE 11/10/19 TIME 18:55 DAY Sun LAT 44.862525 LONG -93.544671 UTM X 456969.7 UTM Y 4967822.3 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Snow Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 53 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Turning Left 16 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING EASTBOUND ON W 78TH STREET, TRAVELING STRAIGHT THROUGH A SOLID GREEN LIGHT AT TARGET ENTRANCE. UNIT 2 WAS EASTBOUND ON W 78TH ST, TURNING SOUTH ONTO TARGET ENTRANCE. THE DRIVER OF UNIT 2 THOUGHT HE HAD A GREEN ARROW AND TURNED IN FRONT OF UNIT 1, WHO HAD THE RIGHT OF WAY. UNIT 1 ATTEMPTED TO STOP BUT COULD NOT DUE TO SNOWY ROAD CONDITIONS. UNIT 1 SUSTAINED MINOR SCUFFS AND DAMAGE TO THE FRONT LEFT BUMPER. UNIT 2 SUSTAINED MODERATE DENTS AND SCUFFS ON THE FRONT AND REAR PASSENGER SIDE DOORS. BOTH VEHICLES WERE DRIVEN FROM THE SCENE. NEITHER DRIVER SUSTAINED ANY INJURIES IN THE CRASH. INCIDENT ID 00350709 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.764 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH TARGET LA # VEH 2 # KILL 0 DATE 05/21/16 TIME 18:28 DAY Sat LAT 44.862502 LONG -93.544594 UTM X 456975.7 UTM Y 4967819.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Head On CRASH SEVERITY B - Minor Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Van (Seats Installe Eastbound Moving Forward 58 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Turning Left 34 M Has Been Drinking Alcohol Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 STATED HE WAS TRAVELING EASTBOUND ON W 78TH ST. CROSSING THE INTERSECTION AT TARGET ENTRANCE. UNIT 1 STATED THERE WAS A SEMI TRUCK STOPPED IN THE LEFT TURN LANE IN THE INTERSECTION WAITING TO TURN LEFT. UNIT 1 STATED UNIT 2 CAME IN FRONT OF HIM AND CAUSED THE COLLISION. UNIT 1 STATED HE HAD A GREEN LIGHT. WITNESS 1 STATED HE WAS BEHIND UNIT 1 AND SAW A SEMI IN THE LEFT TURN LANE IN THE INTERSECTION WAITING TO TURN LEFT. WITNESS 1 STATED HE SAW UNIT 2 FACING WESTBOUND INCHING INTO THE INTERSECTION TO GO SOUTHBOUND ON TARGET ENTRANCE PRIOR TO HIS VIEW BEING OBSTRUCTED FROM THE SEMI. WITNESS 1 STATED HE SAW UNIT 2 ACCELERATE INTO THE PATH OF UNIT 1 WHO HAD A GREEN LIGHT. WITNESS 1 STATED IT APPEARED UNIT 2 ACCELERATED EXTRA QUICK TO TRY TO CLEAR THE INTERSECTION IF THERE WAS ANY ONCOMING TRAFFIC. UNIT 2 WAS OBSERVED SHOWING SIGNS OF IMPARTMENT Report Generated 09/02/2022 MnCMAT 2.0.0 Page 11 of 26 Intersection #1 452626 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10935146 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.767 ROUTE NAME 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 05/12/14 TIME 18:50 DAY Mon LAT 44.862487 LONG -93.544544 UTM X 456979.6 UTM Y 4967818.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Other CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Turning Left 27 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 30 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE D#1 STATED SHE WAS EB 78TH, TO TURN NB FROM THE TARGET ENT. D#1 STATED SHE DID NOT SEE ANY VEHICLE'S APPROACHING WB 78TH, SO SHE ENTERED THE INTERSECTION ON A GREEN LIGHT. D#1 STATED AS SHE ENTERED THE INTERSECTION. D#1 THEN OBS V#2 TRAVELLING WB 78TH, AND WAS UNABLE TO STOP PRIOR TO BEING HIT. D#1 STATED SHE DID NOT SEE V#2 BECAUSE SHE THOUGHT SHE WAS SPEEDING. D#2 STATED SHE WAS WB 78TH ST, APPROACHING THE TARGET ENTRANCE ON A GREEN LIGHT. D#2 STATED SHE OBSERVED V#2 ENTER THE INTERCETION, AND PULL IN FRONT OF HER. D#2 STATED SHE WAS UNABLETO STOP BECAUSE OF THE TIMING WHEN V#1 PULLED INTO THE INTERSECTION ON FRONT OF HER. D#1 CITED FOR DAS, AND FAIL TO YIELD. NO INJURIES NO TOWS. INCIDENT ID 00383990 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.767 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 10/04/16 TIME 11:55 DAY Tue LAT 44.862487 LONG -93.544543 UTM X 456979.7 UTM Y 4967818.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Southbound Turning Left 16 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 64 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE I ARRIVED AT A TWO VEHICLE PD ACCIDENT AT THE INTERSECTION OF W 78TH AND TARGET ENTRANCE. STATE PATROL WAS ALREADY ON SCENE AND HAD SPOKEN TO DRIVER OF UNIT 1. STATE PATROL ADVISED THAT THE FEMALE DRIVER TOLD HIM SHE WAS TRAVELING WESTBOUND ON W 78TH ATTEMPTING TO TURN LEFT ONTO TARGET ENTRANCE. STATE PATROL ADVISED THE FEMALE TOLD HIM SHE HAD A "GREEN DOT" WHILE AT THE INTERSECTION. THE GREEN LIGHT IS CLEARLY MARKED YIELD WHEN TAKING A LEFT HAND TURN. I SPOKE TO DRIVER OF UNIT 2 WHO STATED HE WAS TRAVELING EASTBOUND ON W 78TH WHEN VEHICLE 2 PULLED OUT IN FRONT OF HIM. DRIVER OF UNIT 2 STATED HE DID NOT HAVE TIME TO BRAKE AND HIT VEHICLE 1. DRIVER OF UNIT 2 STATED HE HAD A GREEN LIGHT TO CONTINUE STRAIGHT. VEHICLE 1 SUSTAINED SEVERE DAMAGE TO THE REAR PASSENGER SIDE AND VEHICLE 2 SUSTAINED SEVERE DAMAGE TO FRONT END. THERE WERE NO INJURIES AND BOTH Report Generated 09/02/2022 MnCMAT 2.0.0 Page 12 of 26453627 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00866192 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.783 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH PVT-738 # VEH 2 # KILL 0 DATE 12/02/20 TIME 13:50 DAY Wed LAT 44.862716 LONG -93.544384 UTM X 456992.5 UTM Y 4967843.3 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY B - Minor Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 63 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 49 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE I WAS DISPATCHED TO A TWO VEHICLE PI ACCIDENT AT THE INTERSECTION OF W. 78TH STREET AND THE TARGET ENTRANCE IN THE CITY OF CHANHASSEN. I ARRIVED ON SCENE AND MADE CONTACT WITH BOTH VEHICLES ON SCENE. DRIVER 2 STATED THAT SHE WAS TRAVELING NORTHBOUND FROM THE TARGET ENTRANCE ONTO W. 78TH STREET. THERE WAS A FIXED STOP SIGN AT THE TARGET ENTRANCE. DRIVER 2 STATED THAT SHE THOUGHT THE INTERSECTION WAS CLEAR TO MAKE SAFE PASSAGE. WHEN UNIT 2 ENTERED THE INTERSECTION IT WAS STRUCK BY UNIT 1 TRAVELING WESTBOUND ON W. 78TH STREET. UNIT 1 AND UNIT 2 SUFFERED DISABLING DAMAGE FROM THE ACCIDENT AND WERE BOTH TOWED. DRIVER 1 SUFFERED APPARENT INJURIES FROM THE ACCIDENT AND WAS TRANSPORTED TO 212 MEDICAL CENTER BY RIDGEVIEW AMBULANCE. DRIVER 2 DIDN'T SUSTAIN ANY INJURIES. DRIVER 2 WAS GIVEN A CITATION FOR FAILURE TO YIELD THE RIGHT-OF-WAY. INCIDENT ID 00935345 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.784 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 100 F W TARGET ENTRANCE # VEH 1 # KILL 0 DATE 08/20/21 TIME 05:30 DAY Fri LAT 44.862713 LONG -93.544372 UTM X 456993.4 UTM Y 4967843.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Single Vehicle Run Off Road CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Standing Tree/Shrubbery LIGHT CONDITION Sunrise WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 18 F Apparently Normal Driver Distracted Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE THE DRIVER OF UNIT 1 WAS TRAVELING WESTBOUND ON W 78TH ST JUST WEST OF THE INTERSECTION AT THE TARGET ENTRANCE IN THE CITY OF CHANHASSEN. THE DRIVER OF UNIT 1 DIVERTED FROM ITS LANE OF TRAFFIC AND COLLIDED WITH A STREET LIGHT AND TREES IN THE MEDIAN. THE DRIVER OF UNIT 1 REPORTED SHE WAS DISTRACTED WHILE DRIVING DUE TO EATING AND WAS ALSO SPEEDING. BOTH THE TREE AND SIGN WERE COMPLETED KNOCKED DOWN DUE TO THE IMPACT. THE IMPACT CAUSED MODERATE DISABLING DAMAGE TO THE FRONT OF THE VEHICLE AND IT HAD TO BE TOWED FROM THE SCENE PRIVATELY. THE DRIVER AND BOTH PASSENGERS REPORTED NO INJURIES. I ISSUED THE DRIVER A CITATION FOR FAILURE TO DRIVE WITH DUE CARE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 13 of 26 Intersection #1 Intersection #1 454628 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00570352 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.843 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 741 # VEH 2 # KILL 0 DATE 03/01/18 TIME 17:30 DAY Thu LAT 44.862218 LONG -93.543035 UTM X 457098.7 UTM Y 4967787.3 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Turning Left 19 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Turning Left 66 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 03/01/2018 THERE WAS A TWO VEHICLE PROPERTY DAMAGE CRASH. UNIT ONE WAS TRAVELING EASTBOUND ON W 78TH ST ON THE INSIDE LANE (CLOSEST TO CENTER MEDIAN). UNIT TWO WAS TRAVELING WESTBOUND ON W 78TH ST AND TURNING LEFT INTO THE TARGET PARKING LOT. DRIVER TWO STATED THAT SHE DID NOT SEE THE OTHER VEHICLE COMING AND STRUCK UNIT ONE ON THE DRIVER'S SIDE DOOR. UNIT ONE SUSTAINED MODERATE DAMAGE TO THE DRIVER'S SIDE DOOR, WITH THE CURTAIN AIRBAG DEPLOYED. UNIT TWO SUSTAINED HEAVY FRONT END DAMAGE, WHICH REQUIRED IT TO BE TOWED FROM THE SCENE BY WILLIAMS TOWING. NO INJURIES WERE SUSTAINED BY EITHER DRIVER. DRIVER OF UNIT TWO RECEIVED A CITATION FOR FAILURE TO YIELD. ROAD CONDITIONS WERE DRY, WITH CLEAR SKIES. INCIDENT ID 10856294 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.847 ROUTE NAME w 78th ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 400 F W Kerber Blvd # VEH 2 # KILL 0 DATE 12/17/13 TIME 13:02 DAY Tue LAT 44.862212 LONG -93.542969 UTM X 457103.9 UTM Y 4967786.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 0 Sport Utility Vehicle Southbound PED FAIL YLD ROW 40 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 36 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS STOPPED AT THE EXIT OF THE BYLERLYS STRIP MALL ON THE NORTH SIDE OF W 78TH ST. UNIT 1 WAS WAITING TILL IT WAS CLEAR SO SHE COULD TRAVEL SOUTH ACROSS W 78TH ST. INTO THE TARGET PARKING LOT. UNIT 1 BEGAN TO CROSS W78TH ST AND WHEN SHE REACHED THE EASTBOUND SECTION OF W 78TH ST. UNIT 2 COLLIDED WITH HER. UNIT 2 WAS EASTBOUND ON W78TH ST AND HAD THE RIGHT OF WAY. UNIT 2 STATED SHE ATTEMPTED TO STOP WHEN SHE SAW UNIT 1 BUT WAS UNABLE TO. UNIT 2 DECLINED MEDICAL ATTENTION FROM THE RIDGEVIEW PARAMEDIC, BUT DID COMPLAIN OF FOOT PAIN. BOTH VEHICLES WERE TOWED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 14 of 26 Intersection #2 (West 78th St @ Fedex Driveway) 455629 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00865596 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.847 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 11/27/20 TIME 17:05 DAY Fri LAT 44.862212 LONG -93.542965 UTM X 457104.2 UTM Y 4967786.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Van (Seats Installe Westbound Turning Left 21 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 16 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF UNIT #1 WAS TURNING INTO THE EAST TARGET ENTRANCE FROM WESTBOUND W.78TH STREET. DRIVER OF UNIT #1 FAILED TO YIELD TO UNIT #2 AS SHE DROVE EASTBOUND ON W.78TH STREET. DRIVER OF UNIT #1 IS AT FAULT FOR FAILING TO YIELD TO ONCOMING TRAFFIC. NO INJURIES TO REPORT. BOTH UNITS SUSTAINED MODERATE DAMAGE AND WERE ABLE TO DRIVE FROM SCENE. INCIDENT ID 00844992 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.918 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 10/07/20 TIME 15:25 DAY Wed LAT 44.862168 LONG -93.541523 UTM X 457218.1 UTM Y 4967780.9 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Entering Traffic Lane 70 M Apparently Normal Unknown Unit 2 Motor Vehicle in Transport Passenger Van (Seats Installe Eastbound Moving Forward 45 F Apparently Normal Unknown Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF UNIT #2 WAS HEADING EASTBOUND ON W. 78TH STREET. DRIVER OF UNIT #1 WAS PULLING INTO TRAFFIC FROM THE STOP SIGN OF LUNDS AND BYERLYS SOUTH PARKING LOT. DRIVER OF UNIT #1 STRUCK UNIT #2 IN LEFT QUARTER PANEL. DRIVER OF UNIT #1 STATED HE HAD OPEN LANE TO EMERGE. DRIVER OF UNIT #2 STATED SHE WAS IN THAT LANE. STATEMENTS FROM BOTH DRIVERS WERE DIFFERENT IN FACTS. NO WITNESS OBSERVED CRASH. I ADVISED BOTH DRIVERS AT SCENE SINCE THEIR STORIES ARE DIFFERENT THEY CAN SPEAK WITH INSURANCE COMPANIES REGARDING FAULT. NO INJURIES TO REPORT MINOR DAMAGE TO BOTH UNITS WITH SCRATCHES ON PAINT. BOTH VEHICLES DROVE FROM SCENE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 15 of 26 Intersection #2 (West 78th St @ Fedex Driveway) Intersection #3 456630 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00609831 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.926 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH 742 # VEH 1 # KILL 0 DATE 07/10/18 TIME 11:20 DAY Tue LAT 44.862359 LONG -93.541549 UTM X 457216.2 UTM Y 4967802.2 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY B - Minor Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Southbound Turning Right 32 F Apparently Normal Unknown Unit 2 Bicycle Walk/Cycle on Sidewalk 51 M Apparently Normal No Improper Action Unit 3 Unit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arver CITY Chanhassen INTERSECT WITH 0 F W KERBER BLVD # VEH 1 # KILL 0 DATE 03/27/13 TIME 15:12 DAY Wed LAT 44.862159 LONG -93.541036 UTM X 457256.6 UTM Y 4967779.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport VAN OR MINIVAN Southbound Turning Right 45 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Bicycle BICYCLIST Eastbound PED XNG N MK XWK 33 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE D#1 STATED HE WAS SB, LEAVING THE BYERLY'S PARKING LOT. D#1 STATED HE WAS GOING TO EXIT ONTO WB 78TH STREET. D#1 STATED HE STOPPED, LOOKED, BUT DID NOT SEE ANYONE SO HE STARTED DRIVING. D#1 STATED HE HIT THE BICYCLIST, PUSHING HIM OVER. D#2 STATED HE WAS RIDING HIS BICYCLE EB ON THE NORTHSIDE SIDEWALK OF 78TH STREET. D#2 STATED HE THOUGHT V#1 WAS GOING TO STOP, SO HE PLANNED ON RIDING HIS BICYCLE ACROSS THE ENTRANCE / EXIT TO THE PARKING LOT. D#2 STATED HE WAS HIT BY V#1. D#2 CHECKED OUT BY RIDGEVIEW, BUT NOT TRANSPORTED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 16 of 26 Intersection #3 457631 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00835453 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.972 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 08/15/20 TIME 16:49 DAY Sat LAT 44.862148 LONG -93.540419 UTM X 457305.3 UTM Y 4967778.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 19 F Apparently Normal Driver Distracted Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Vehicle Stopped or Stalled in 58 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE V2 WAS STOPPED FOR A RED LIGHT WHILE EAST ON W 78TH STREET AT KERBER BLVD. V1 APPROACHED THE VEHICLE, WAS NOT PAYING ATTENTION TO THE ROADWAY, AND DID NOT REALIZE THAT THERE WAS A REDLIGHT LEADING HER TO NOT STOP. V1 THEN CRASHED INTO THE REAR OF V2, FRONT TO BACK (FENDER BENDER). BOTH VEHICLES PULLED OF ONTO KERBER AND EXCHANGED INFORMATION. BOTH DRIVER'S REPORTED THE SAME STORY, AND V1 DRIVER WAS WARNED FOR DISTRACTED DRIVER. NEITHER PARTY WAS INJURED, AND BOTH VEHICLES WERE DERIVABLE FROM THE SCENE. INCIDENT ID 00412282 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.975 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 2 # KILL 0 DATE 01/07/17 TIME 16:20 DAY Sat LAT 44.862352 LONG -93.540558 UTM X 457294.5 UTM Y 4967800.9 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Moving Forward 58 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Southbound Turning Left 35 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING NORTHBOUND ON KERBER BLVD CROSSING OVER 78TH STREET WITH THE GREEN LIGHT. UNIT 2 WAS TRAVELING SOUTHBOUND ON KERBER BLVD AND ATTEMPTING TO MAKE A LEFT TURN ONTO 78TH STREET. UNIT 2 FAILED TO YIELD THE RIGHT AWAY TO UNIT 1 AND COLLIDED WITH IT IN THE INTERSECTION. THERE WAS MODERATE DAMAGE TO THE DRIVER'S SIDE MIDDLE OF UNIT 1. THERE WAS MODERATE DAMAGE TO THE FRONT OF UNIT 2. BOTH DRIVER'S AND THE PASSENGER OF UNIT 1 REPORTED NO INJURIES. BOTH VEHICLES DROVE AWAY FROM THE SCENE. NO CITATIONS WERE ISSUED STEMMING FROM THE CRASH. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 17 of 26 Intersection #4 458632 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10778488 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME W 78t ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/27/12 TIME 08:35 DAY Wed LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Turning Left 38 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 25 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 STARTED MAKING A TURN ONTO NORTHBOUND KERBER BLVD FROM EASTBOUND W 78TH ST. UNIT 2 WAS WESTBOUND IN THE OUTSIDE LANE OF W 78TH ST. UNIT 1 WAS MAKING THE LEFT HAND TURN ON A GREEN CIRCLE. UNIT 2 HAD THE RIGHT OF WAY THROUGH THE INTERSECTION. UNIT 1 AND UNIT 2 COLLIDED. UNIT 1 WAS TOWED FROM TEH SCENE. THE DRIVER OF UNIT 1 WAS TRAMSPORTED TO THE HOSPITAL. INCIDENT ID 10855308 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME 78th St. ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 11/14/13 TIME 13:48 DAY Thu LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Single Vehicle Run Off Road CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Traffic Signal or Signal Structure LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport TRK TRAC W SEMI SOUTHEAST Turning Right 58 M Apparently Normal Improper Turn/Merge Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 11/13/2013 AT 1900 HOURS, THERE WAS A ONE VEHICLE PROPERTY DAMAGE CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. UNIT 1, WHICH IS SEMI TRACTOR WITH A TRAILER. UNIT 1 MADE A RIGHT TURN FROM 78TH ST. ONTO SOUTHBOUND KERBER BLVD. DRIVER STATED HE MUST HAVE TAKEN THE CORNER TOO SHARPLY AND STRUCK THE TRAFFIC SIGNAL. DRIVER STATED HE DID NOT REALIZE HE HAD STRUCK ANYTHING UNTIL LATER. THE TRAILER NUMBER FOR THE TRUCK WAS #590227. THERE WAS MINOR DAMAGE TO THE TRAILER OF THE SEMI- TRUCK. THE CITY OF CHANHASSEN ESTIMATES THE DAMAGE TO THE TRAFFIC SIGNAL TO BE APPROXIMATELY $3000.00 TO FIX AND REPLACE. THERE WERE NO INJURIES REPORTED FOR THIS INCIDENT. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 18 of 26459633 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10935721 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME 78th St. W ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 06/17/14 TIME 12:35 DAY Tue LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car NORTHWEST Turning Right 72 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Bicycle BICYCLIST PED XNG N MK XWK 15 M Apparently Normal Failure to Yield Right-of-Way Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 06/17/2014 AT 1235, THERE WAS A BICYCLE VS. AUTOMOBILE CRASH AT THE INTERSECTION OF 78TH ST. W. AND KERBER BLVD. IN THE CITY OF CHANHASSEN. UNIT 1 WAS SITTING IN THE OUTSIDE LANE OF 78TH ST. FACING WESTBOUND. UNIT 1 WAS WAITING TO TURN RIGHT ONTO NORTHBOUND KERBER BLVD. DRIVER 1 STATED WHEN THE LIGHT TURNED GREEN HE PROCEEDED TO TURN AND STRUCK THE JUVENILE MALE ON HIS BICYCLE. THE MALE ON THE BICYCLE STATED HE WAS WESTBOUND ON THE SIDEWALK ON THE NORTH SIDE OF 78TH ST. AND NOTICED THE LIGHT TURNED GREEN AND WENT THROUGH THE CONTROLLED INTERSECTION. UNIT 2 STATED HE DID NOT LOOK TO SEE IF HE HAD THE GREEN LIGHT TO WALK THROUGH THE INTERSECTION, HE STATED HE JUST SAW THE GREEN LIGHT FOR TRAFFIC. DRIVER 2 WAS TRANSPORTED TO PARK NICOLLET CLINIC IN CHANHASSEN AND CLEARED. UNIT 1 STATED HE SUSTAINED NO DAMAGE TO HIS VEHICLE AND WAS NOT INJURED. INCIDENT ID 11023237 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME W 78th St ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 3 # KILL 0 DATE 11/16/15 TIME 16:30 DAY Mon LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Sunset WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 27 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car SOUTHEAST Turning Left 16 F Apparently Normal Failure to Yield Right-of-Way Unit 3 Motor Vehicle in Transport Sport Utility Vehicle Eastbound VEH STOPPED IN TRAFFIC 54 M Apparently Normal No Clear Contributing Action Unit 4 OFFICER SKETCH NARRATIVE V1 WAS TRAVELING NORTH ON KERBER BLVD. D1 SAID HIS LIGHT WAS GREEN AS HE ENTERED THE INTERSECTION THE LIGHT TRANSITIONED TO YELLOW. V2 WAS TRAVELING SOUTH ON KERBER BLVD TO MAKE A LEFT TURN ONTO EASTBOUND W 78TH ST. D2 SAID THE LIGHT WAS GREEN AND AS SHE ENTERED INTERSECTION THE LIGHT TURNED YELLOW. D2 SAID SHE SAW THE INTERSECTION WAS CLEAR AND BEGAN HER TURN WHEN V1 ENTERED. V3 WAS STOPPED FACING WEST ON W 78TH ST, WAITING TO MAKE A RIGHT TURN ONTO NORTHBOUND KERBER BLVD. D3 SAID BOTH V1 AND V2 ENTERED SIMULTANEOUSLY, AS V1 ENTERED, V2 TURNED. D3 SAID D1 ENTERED ON A GREEN AND THE LIGHT CHANGED TO YELLOW. D3 SAID HE DID NOT THINK V2 SAW V1. D1 SAID HE ENTERED THE INTERSECTION, AS HE DID, V2 TURNED IN FRONT OF HIM. D1 SAID HE BRAKED AND ABS ACTIVATED. D1 WAS UNABLE TO AVOID COLLISION AND STRUCK V2 IN THE INTERSECTION AS V2 TURNED IN FRONT. THE MOMENTUM FROM Report Generated 09/02/2022 MnCMAT 2.0.0 Page 19 of 26460634 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 11023358 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.981 ROUTE NAME Kerber Blvd ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 11/18/15 TIME 17:15 DAY Wed LAT 44.862145 LONG -93.540242 UTM X 457319.3 UTM Y 4967777.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Pedestrian CRASH SEVERITY A - Serious Injury FIRST HARMFUL Pedestrian LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Cloudy Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Turning Left 63 M Unknown Inattentive/Distraction (Talking Unit 2 Pedestrian PEDESTRIAN Southbound PED XNG W SIGNAL 53 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 2 WAS CROSSING W. 78TH ST. AT KERBER BLVD. VIA THE EAST CROSSWALK. UNIT 2 STATED AS HE ENTERED THE EASTBOUND LANES OF W. 78TH ST. HE NOTICED VEH 1 APPROACHING HIS LOCATION. UNIT 2 STATED VEH 1 DID NOT STOP AND COLLIDED WITH UNIT 2. UNIT 2 STATED VEH 1 PULLED OVER AND DRIVER 1 EXCHANGED INFORMATION WITH UNIT 2. UNIT 2 LEFT THE SCENE. UNIT 2 LATER FLAGGED ME DOWN. UNIT 2 STATED HE DID NOT HAVE PAIN AT FIRST BUT THEN LATER HAD MODERATE PAIN ON THE RIGHT SIDE OF HIS BODY. UNIT 2 REQUESTED AN AMBULANCE TO THE SCENE AND WAS TRANSPORTED TO THE HOSPITAL. I LATER SPOKE TO DRIVER 1 WHO STATED THE DUE TO UNIT 2 WEARING DARK CLOTHING AND THE LIMITED LIGHTING DRIVER 1 DID NOT SEE UNIT 2 PRIOR TO THE COLLISION. DRIVER 2 GAVE ME HIS INFORMATION AND STATED HE HAD CONTACTED HIS INSURANCE TO MAKE THEM AWARE OF THE INCIDENT. INCIDENT ID 00512254 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.991 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 1 # KILL 0 DATE 10/25/17 TIME 07:00 DAY Wed LAT 44.862352 LONG -93.540227 UTM X 457320.7 UTM Y 4967800.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Single Vehicle Run Off Road CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Traffic Signal or Signal Structure LIGHT CONDITION Sunrise WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Medium / Heavy Trucks (More Westbound Turning Right 35 M Unknown Unknown Unit 2 Unit 3 Unit 4 OFFICER SKETCH NARRATIVE I RESPONDED TO A REPORT OF A DAMAGED TRAFFIC CONTROL SIGNAL AT THE NORTHEAST CORNER OF THE INTERSECTION OF W. 78TH ST. AND KERBER BLVD. I OBSERVED THE TRAFFIC SIGNAL AT THE CORNER HAD BEEN SIGNIFICANTLY DAMAGED. I DID NOT SEE ANY VEHICLES IN THE GENERAL AREA THAT WERE TALL ENOUGH TO HIT THE SIGNAL. BASED ON THE DAMAGE, AND THE TIME OF DAY, I BELIEVED A SEMI TRUCK MAY HAVE HIT THE SIGNAL WHILE TURNING NORTHBOUND ON KERBER WHILE TRAVELING WESTBOUND ON W. 78TH. THE CITY OF CHANHASSEN PUBLIC WORKS WAS NOTIFIED. A PUBLIC WORKS EMPLOYEE WENT TO THE LOADING DOCK AT LUNDS AND BYERLEY'S. LUNDS AND BYERLY'S IS DIRECTLY OFF KERBER AND NEAR THE INTERSECTION WHERE THE CRASH OCCURRED. THE EMPLOYEE SAW A TRUCK THAT APPEARED TO HAVE FRESH DAMAGE TO THE TRAILER. THE DAMAGE WAS IN A LOCATION THAT WAS CONSISTENT WITH THE LOCATION OF WHERE THE TRAFFIC SIGNAL Report Generated 09/02/2022 MnCMAT 2.0.0 Page 20 of 26461635 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00734191 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.991 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 2 # KILL 0 DATE 07/17/19 TIME 16:30 DAY Wed LAT 44.862352 LONG -93.540236 UTM X 457319.9 UTM Y 4967800.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Pickup Southbound Turning Left 67 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 82 F Apparently Normal Ran Red Light Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS TRAVELING SOUTHBOUND ON KERBER BLVD, TURNING EASTBOUND ONTO W 78TH ST IN THE CITY OF CHANHASSEN. UNIT 2 WAS TRAVELING EASTBOUND ON W 78TH ST, APPROACHING KERBER BLVD. THE DRIVER OF UNIT 2 ADMITTED TO CHANGING HER AIR CONDITIONING SETTINGS, THEN LOOKED UP AND SAW A RED LIGHT. UNIT 2'S FRONT LEFT CORNER HIT UNIT 1'S FRONT RIGHT CORNER. A WITNESS ON SCENE STATED UNIT 1 WAS TURNING ON A GREEN LIGHT AND UNIT 2 HAD A RED LIGHT AND APPEARED TO BE DRIVING RATHER FAST. BOTH VEHICLES WERE TOWED BY SHAKOPEE TOWING DUE TO DISABLING DAMAGE. THE DRIVER OF UNIT 1 WAS TRANSPORTED BY RIDGEVIEW PARAMEDICS AND THE DRIVER OF UNIT 2 WAS SELF TRANSPORTED BY FAMILY TO BE EVALUATED. THE DRIVER OF UNIT 2 WAS ISSUED A CITATION FOR FAILURE TO OBEY A TRAFFIC CONTROL DEVICE. INCIDENT ID 00378938 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.992 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 2 # KILL 0 DATE 09/11/16 TIME 19:19 DAY Sun LAT 44.862351 LONG -93.540201 UTM X 457322.7 UTM Y 4967800.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Vehicle Stopped or Stalled in 29 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Van (Seats Installe Westbound Moving Forward 40 M Asleep or Fatigued Following Too Closely Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 DRIVER STATED HE WAS STOPPED AT A RED LIGHT IN THE RIGHT HAND LANE ON WESTBOUND WEST 78TH STREET AT THE INTERSECTION OF KERBER BLVD. UNIT 1 STATED UNIT 2 RAN INTO THE REAR OF HIS VEHICLE. UNIT 1 STATED BOTH PULLED ONTO KERBER BLVD. UNIT 1 STATED AFTER A BRIEF DISCUSSION UNIT 2 LEFT THE SCENE WITHOUT PROVIDING CONTACT INFORMATION OR INSURANCE INFORMATION. UNIT 2 WAS LATER CONTACTED ON 09/13/2016 AFTER A FAILED ATTEMPT TO CONTACT HIM ON 09/11/2016. UNIT 2 STATED HE WAS WESTBOUND ON WEST 78TH STREET APPROACHING THE INTERSECTION OF KERBER BLVD. IN THE RIGHT HAND LAND. UNIT 2 STATED HE THOUGHT THE LIGHT WAS GREEN BUT LATER REALIZED IT WAS RED. UNIT 2 STATED UNIT 1 CHANGED FROM THE LEFT LANE INTO THE RIGHT LANE AND BEFORE HE KNEW IT THE GAP BETWEEN THE VEHICLES CLOSED AND HE STRUCK UNIT 1. UNIT 2 STATED HE STOPPED WITH UNIT 1 AND DISCUSSED HOW TO Report Generated 09/02/2022 MnCMAT 2.0.0 Page 21 of 26 Intersection #4 462636 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00522501 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.992 ROUTE NAME 113 ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 12/06/17 TIME 10:45 DAY Wed LAT 44.862352 LONG -93.540214 UTM X 457321.7 UTM Y 4967800.6 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Vehicle Stopped or Stalled in 53 M Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Van (Seats Installe Eastbound Moving Forward 78 M Apparently Normal Driver Distracted Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 12/06/2017, THERE WAS A TWO VEHICLE PROPERTY DAMAGE CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. DRIVER 1 STATED THAT HE WAS IN THE OUTSIDE LANE OF EASTBOUND 78TH ST. AND HAD STOPPED FOR THE RED LIGHT. DRIVER 1 STATED AS HE WAS STOPPED HE WAS STRUCK BY UNIT 2. DRIVER 2 STATED THAT HE WAS EASTBOUND ON 78TH ST. AND WAS LOOKING FOR THE CHANHASSEN DINNER THEATRE. DRIVER 2 STATED HE LOOKED TO HIS RIGHT AND WHEN HE LOOKED FORWARD, HE SAW THE OTHER VEHICLE HAD STOPPED. DRIVER 2 STATED HE WAS UNABLE TO STOP TO AVOID THE CRASH. BOTH VEHICLES SUSTAINED MODERATE DAMAGE AND WERE DRIVEN FROM THE SCENE. NO INJURIES WERE REPORTED. INCIDENT ID 00722239 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.994 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-D COUNTY 10-Carver CITY Chanhassen INTERSECT WITH KERBER BLVD # VEH 1 # KILL 0 DATE 05/25/19 TIME 11:05 DAY Sat LAT 44.862351 LONG -93.540175 UTM X 457324.7 UTM Y 4967800.5 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Bicycle Walk/Cycle on Sidewalk 15 F Apparently Normal Unknown Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 43 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 05/25/2019, THERE WAS A TWO VEHICLE PROPERTY DAMAGE CRASH AT THE INTERSECTION OF KERBER BLVD. AND 78TH ST. IN THE CITY OF CHANHASSEN. UNIT 1 WAS A BICYCLE ON THE NORTH SIDE OF 78TH ST. TRAVELING WESTBOUND. DRIVER 1 STATED THAT SHE WAS WESTBOUND ON THE SIDEWALK AND APPROACHED THE INTERSECTION. DRIER 1 STATED SHE COULD NOT REMEMBER IF THE LIGHT WAS RED OR GREEN, BUT SHE LOOKED AND DID NOT SEE ANY VEHICLES SO SHE CONTINUED INTO THE INTERSECTION. DRIVER 1 STATED THAT SHE SAW THE VEHICLE AT THE LAST SECOND AND STRUCK THE SIDE OF THE VEHICLE. DRIVER 2 STATED SHE WAS NORTHBOUND ON KERBER BLVD. AND HAD THE GREEN LIGHT TO PROCEED THROUGH THE INTERSECTION. DRIVER 1 STATED AS SHE WENT THROUGH THE INTERSECTION, SHE SAW UNIT 1 AT THE LAST SECOND AND COULD NOT STOP TO AVOID THE CRASH. UNIT 2 SUSTAINED MINOR DAMAGE TO THE DRIVER'S SIDE OF THE VEHICLE. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 22 of 26 Intersection #4 463637 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00913742 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 2.996 ROUTE NAME W 78TH ST ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 06/22/21 TIME 16:27 DAY Tue LAT 44.862138 LONG -93.539921 UTM X 457344.7 UTM Y 4967776.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Moving Forward 49 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Westbound Changing Lanes 22 F Apparently Normal Improper Turn/Merge Unit 3 Unit 4 OFFICER SKETCH NARRATIVE ON 06/22/2021 I, DEPUTY KANE-ZAFKE #885, WAS DISPATCHED TO A PD CRASH THAT HAD OCCURRED NEAR THE INTERSECTION OF WEST 78TH STREET AND MARKET BOULEVARD IN THE CITY OF CHANHASSEN. THE DRIVER OF UNIT 1 ADVISED THE DRIVER SIDE OF HER VEHICLE WAS HIT BY UNIT 2. THE DRIVER OF UNIT 1 STATED SHE DID NOT BELIEVE THE DRIVER OF UNIT 2 SAW UNIT 1 AS UNIT 2 WAS MERGING INTO THE OTHER LANE OF TRAFFIC. THE DRIVER OF UNIT 2 ADVISED THEY WERE ATTEMPTING TO MOVE OVER A LANE ON WEST 78TH STREET SO THEY COULD PROCEEDED NORTHBOUND ON KERBER BOULEVARD. THE DRIVER OF UNIT 2 STATED UNIT 1 WAS IN THEIR "BLIND SPOT" AND THEY DID NOT SEE UNIT 1. THERE WAS MINOR DAMAGE TO THE DRIVER SIDE OF UNIT 1 AND MINOR DAMAGE TO THE PASSENGER SIDE OF UNIT 2. NO TOWS OR MEDICAL ATTENTION NEEDED. DRIVER OF UNIT 2 WAS WARNED FOR FAILURE TO DRIVE WITH DUE CARE. AFTER THE SUBMISSION OF THIS REPORT, INCIDENT ID 10778232 ROUTE SYS 05-MSAS ROUTE NUM 0113 MEASURE 3.018 ROUTE NAME ROUTE ID 0500023937990113-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 05/12/12 TIME 15:00 DAY Sat LAT 44.862129 LONG -93.539489 UTM X 457378.8 UTM Y 4967775.5 WORK ZONE TYPE BASIC TYPE Rear End CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 83 M Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Westbound VEH STOPPED IN TRAFFIC 71 M Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 23 of 26 Intersection #4 464638 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 10778054 ROUTE SYS 10-MUN ROUTE NUM 0129 MEASURE 0.144 ROUTE NAME ROUTE ID 1000023937990129-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 1 # KILL 0 DATE 05/05/12 TIME 21:15 DAY Sat LAT 44.862139 LONG -93.540241 UTM X 457319.4 UTM Y 4967777.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Bike CRASH SEVERITY C - Possible Injury FIRST HARMFUL Pedalcyclist (Bicyclist) LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Northbound Turning Left 58 F Unit 2 Bicycle BICYCLIST PED XNG W SIGNAL 29 M Unit 3 Unit 4 OFFICER SKETCH NO OFFICER SKETCH WAS FOUND. NARRATIVE NO NARRATIVE WAS FOUND. INCIDENT ID 00424029 ROUTE SYS 10-MUN ROUTE NUM 0534 MEASURE 0.043 ROUTE NAME TARGET LA ROUTE ID 1000023937990534-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH W 78TH ST # VEH 2 # KILL 0 DATE 02/19/17 TIME 18:26 DAY Sun LAT 44.862487 LONG -93.544631 UTM X 456972.8 UTM Y 4967818.1 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Dark (Str Lights On) WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Westbound Turning Left 38 M Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 51 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE UNIT 1 WAS FACING WESTBOUND ON WEST 78TH STREET IN THE LEFT TURN LANE AT THE INTERSECTION OF TARGET ENTRANCE. UNIT 1 STATED THE LIGHTS TURNED GREEN AND HE STARTED HIS TURN. UNIT 1 STATED HE JUST ASSUMED HE HAD A GREEN ARROW. UNIT 2 STATED SHE WAS EASTBOUND ON WEST 78TH STREET CROSSING THE INTERSECTION WITH A GREEN LIGHT. UNIT 2 STATED UNIT 1 TURNED IN FRONT OF HER AND SHE HIT THE VEHICLE. THE INTERSECTION HAS A YELLOW FLASHING LEFT TURN ARROW THAT MEANING THAT UNIT 1 SHOULD HAVE YIELDED TO UNIT 2. UNIT 1 WAS GIVEN A VERBAL WARNING FOR FAILING TO YIELD TO ONCOMING TRAFFIC. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 24 of 26465639 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00707946 ROUTE SYS 10-MUN ROUTE NUM 0534 MEASURE 0.046 ROUTE NAME TARGET LA ROUTE ID 1000023937990534-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 05/05/19 TIME 15:00 DAY Sun LAT 44.862520 LONG -93.544603 UTM X 456975.1 UTM Y 4967821.7 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Sideswipe Same Direction CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Passenger Car Eastbound Changing Lanes 60 F Apparently Normal No Clear Contributing Action Unit 2 Motor Vehicle in Transport Passenger Car Eastbound Moving Forward 23 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE P1 WAS DRIVING V1 AND TURNED ONTO W78TH FROM TARGET. WHILE DOING THIS P2 DRIVING V2 WAS IN THE NORTH MOST LANE DRIVING EASTBOUND ON 78TH. P1 STATED SHE THEN ATTEMPTED TO TURN FROM THE SOUTH MOST LANE INTO THE NORTH MOST LANE BUT DID NOT SEE V2. P1 STATED V2 "MUST HAVE BEEN IN MY BLIND SPOT." P1 THEN WENT INTO THE NORTH MOST LANE CAUSING A "SIDE SWIPE" STYLE CRASH. V1 HAD MINOR DAMAGE TO THE FRONT DRIVER SIDE OF THE VEHICLE AND V2 HAD MODERATE DAMAGE TO THE BACK PASSENGER QUARTER PANEL. BOTH VEHICLES WERE ABLE TO DRIVE AWAY FROM THE SCENE. INCIDENT ID 00776028 ROUTE SYS 10-MUN ROUTE NUM 0534 MEASURE 0.056 ROUTE NAME W 78TH ST ROUTE ID 1000023937990534-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 12/31/19 TIME 13:30 DAY Tue LAT 44.862630 LONG -93.544469 UTM X 456985.7 UTM Y 4967833.8 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Angle CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Moving Forward 74 F Apparently Normal Ran Red Light Unit 2 Motor Vehicle in Transport Sport Utility Vehicle Northbound Moving Forward 63 F Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE VEHICLE 1 WAS TRAVELLING E ON WEST 78TH STREET. VEHICLE 2 WAS TRAVELLING NORTH ON TARGET ENTRANCE. VEHICLE 2 CLAIMED TO HAVE BEEN STOPPED AT THE INTERSECTION WITH W 78TH STREET WHILE WAITING FOR THE RED LIGHT TO TURN GREEN. VEHICLE 2 STATED THAT THE LIGHT TURNED GREEN AND SHE PROCEEDED TO ENTER THE INTERSECTION. VEHICLE 1 STATED SHE BELIEVED SHE STILL HAD A GREEN LIGHT, HOWEVER, SHE COULD NOT RECALL IF HER LIGHT WAS GREEN OR RED. THE FRONT OF VEHICLE 1 COLLIDED WITH THE FRONT/SIDE OF VEHICLE 2 CAUSING DISABLING DAMAGE TO BOTH VEHICLES. DRIVER 1 WAS CITED FOR FAILURE TO OBEY A TRAFFIC CONTROL DEVICE. DRIVER EVAL IS ALSO REQUESTED ON DRIVER 1 DUE TO CONFUSION ABOUT HOW CRASH OCCURRED. Report Generated 09/02/2022 MnCMAT 2.0.0 Page 25 of 26 Intersection #1 Intersection #1 466640 Crash Detail Report - Short Form Westwood Request - Short Form Report Version 1.0 February 2020 INCIDENT ID 00756954 ROUTE SYS 21-PRIV ROUTE NUM 0738 MEASURE 0000 ROUTE NAME 738 ROUTE ID 2100006594550738-I COUNTY 10-Carver CITY Chanhassen INTERSECT WITH # VEH 2 # KILL 0 DATE 10/24/19 TIME 16:10 DAY Thu LAT 44.862713 LONG -93.544368 UTM X 456993.8 UTM Y 4967843.0 WORK ZONE TYPE NOT APPLICABLE BASIC TYPE Left Turn CRASH SEVERITY N - Prop Damage Only FIRST HARMFUL Motor Vehicle In Transport LIGHT CONDITION Daylight WEATHER PRIMARY Clear Unit Type Vehicle Type Direction of Travel Manuever Age/Sex Physical Cond Contributing Factor 1 Unit 1 Motor Vehicle in Transport Sport Utility Vehicle Eastbound Turning Left 62 F Apparently Normal Failure to Yield Right-of-Way Unit 2 Motor Vehicle in Transport Passenger Car Westbound Moving Forward 33 M Apparently Normal No Clear Contributing Action Unit 3 Unit 4 OFFICER SKETCH NARRATIVE DRIVER OF UNIT #1 WAS HEADING WESTBOUND ON WEST 78TH STREET IN CHANHASSEN. DRIVER OF UNIT #2 WAS HEADING EASTBOUND ON WEST 78TH STREET AND WAS MAKING A LEFT HAND TURN ONTO TARGET ENTRANCE. DRIVER OF UNIT #2 FAILED TO YIELD TO UNIT #1 CAUSING THE CRASH. DRIVER OF UNIT #1 IS AT FAULT. NO INJURIES TO REPORT. BOTH UNITS SUSTAINED MODERATE DAMAGE AND WERE TOWED FROM THE SCENE BY WILLIAMS TOWING. Selection Filter: WORK AREA: State - SPATIAL FILTER APPLIED Analyst: Erik Henricksen Notes: Report Generated 09/02/2022 MnCMAT 2.0.0 Page 26 of 26 Intersection #1 467641 West Village Redevelopment Traffic Impact Anal ysis 12/9/2022 City of Chanhassen, Minnesota Confidential and Proprietary. TBPLS Firm #10074302 APPENDIX I West Village Redevelopment Site Plan 468642 TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFFFE=973.5FFE=973.5TGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSCALED PER PLANSCALED PER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN RIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTT10'19'12'PROPOSEDRETAILPROPOSEDRESTAURANT33 STALLS ADDED TO SITE 25'26'18' (TYP.)9' (TYP.)6'6' 5' 5'SAWCUT PAVEMENT (TYP.)11.7'ALTERNATE - DRIVE WITHADDITIONAL PARKINGSHEET NUMBER:DATE:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 LICENSE NO.VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0034109.00\DWG\CIVIL\0034109SP01.DWG 03/30/2022WEST VILLAGE REDEVELOPMENT CHANHASSEN, MN WEST VILLAGE REDEVELOPMENTSITE PLAN . . . 03/30/2022 7818 SANDPIPER AVE NW NORTH CANTON, OH 44720 PHILLIPS EDISON & COMPANYNOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0034109.00C2.0PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TPARKING SUMMARYEXISTING PARKING FOR SHOPPING CENTER·PROVIDED= 558 STALLS·REQUIRED = 529 STALLSPROPOSED BUILDING 7,200 SF·RETAIL 5/1000 SF - 3,500 SF = 18 STALLS·RESTAURANT 1/80 SF - 3,600 SF = 45 STALLS·TOTAL STALLS REQUIRED = 63 STALLSPROPOSED DEVELOPMENT·STALLS ADDED= 33 STALLS·STALLS LOST FOR BUILDING = 70 STALLS·NET STALLS LOST= 37 STALLS·TOTAL STALLS PROPOSED = 521 STALLS·TOTAL REQUIRED = 592 STALLS469643 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOST O ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=963.07FULL OF ICERIM=962.66FULL OF ICERIM=964.85INV(E)=961.44INV(W)=961.35RIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.07RIM=971.91INV(N)=967.58INV(SW)=967.61RIM=973.57INV(N)=968.72INV(S)=968.67INV(E)=968.8924" RCP18" RCP12" RCP12 " R C P 12" RCP12" RCPSCALED PER PLANSCALED PER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN 12" RCP12" RCP12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTT970975980969971972973974976977978979975971972973974976965970963964966967968969971972973975980971972973974976 9779789799659709669679689699 71 971 9729739729 7 3 965 963964966 965970966 967968969 971972973970966967968969970968969GAS GASPUGPUG PUG TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFFFE=973.5FFE=973.5975.95971.64970.50967.50969.00972.00972.70972.50970.50965.90966.35972.40974.20974.60972.30970.70971.20973.00972.75972.25972.50972.25970.75967.40SHEET NUMBER:DATE:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0034109.00\DWG\CIVIL\0034109GD01.DWG 06/14/2022WEST VILLAGE REDEVELOPMENT CHANHASSEN, MN WEST VILLAGE REDEVELOPMENTGRADING PLAN 06/14/2022 . . . XX/XX/XX 7818 SANDPIPER AVE NW NORTH CANTON, OH 44720 PHILLIPS EDISON & COMPANY XXXXX JOSEPH A. SCHRAMMNOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0034109.00C3.0PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIORTO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFVESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS,EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD. THESE AREASSHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FORPLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTHFINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN ORBETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINEUNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADINGAND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOILMATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BEREQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACHOF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENTTESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIEDHEREIN.13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICALENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BECOMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.470644 TENANT 13,600 SFTENANT 23,500 SFUTIL.100SFFFE=973.5FFE=973.5GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOST O ST O ST OPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP U G PUG PUGPUGPUGPUGPUGPUGPUGPUGPUG PUG PUG PUG PUG PUG PUGPUGPUGPUGPUG PUGPUGPUGPUGPUGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANRIM=963.07FULL OF ICERIM=962.66FULL OF ICERIM=964.85INV(E)=961.44INV(W)=961.35RIM=965.34INV(E)=962.09INV(W)=961.64RIM=966.44INV(W)=962.39RIM=966.82INV(S)=963.26RIM=967.53INV(W)=963.93RIM=965.03INV(N)=962.40INV(S)=961.07RIM=971.91INV(N)=967.58INV(SW)=967.61RIM=973.57INV(N)=968.72INV(S)=968.67INV(E)=968.8924" RCP18" RCP12" RCP12 " R C P 12" RCP12" RCPSCALED PER PLANSCALED PER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANHYDRANT PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANGATE VALVE PLACEDPER PLANSCALED PER PLAN 12" RCP12" RCP12" RCP12" RCP12" RCPRIM=972.54INV(NW)=967.44INV(SE)=967.44SNOWPILESTT204 LF - 6" PVC SANCONSTRUCT MHOVER EX. SANRE=979.20IE=966.49±58 LF - 6" WM6" GVWET TAP INTOEX. 8" WM125 LF - 15" STM SWR33 LF - 15" STM SWR108 LF - 12" STM SWR67 LF - 12" STM SWR116 LF - 15" STM SWR28 LF - 15" STM SWR32 LF - 12" STM SWRUNDERGROUND STORMWATER SYSTEMSTORMTECH SC-740 CHAMBERS160' x 50' WITH 6,000 CF STORAGE NEEDED(IF NO NEW WEST DRIVE/PARKING ALTERNATE,110' x 50' WITH 4,500 CF STORAGE NEEDED)CHAMBER INVERT=963.706" COMBINED WM STUBIE=965.505 LF - 15" STM SWRGAS GASPUGPUG PUG STMH 301CBMH 303STMH 302CBMH 304CBMH 202CBMH 201STMH 1011,500 GALGREASE TRAP6" SANITARY STUBIE=968.83±21 LF - 6" PVC SANSHEET NUMBER:DATE:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0034109.00\DWG\CIVIL\0034109UT01.DWG 06/14/2022WEST VILLAGE REDEVELOPMENT CHANHASSEN, MN WEST VILLAGE REDEVELOPMENTUTILITY PLAN 06/14/2022 . . . XX/XX/XX 7818 SANDPIPER AVE NW NORTH CANTON, OH 44720 PHILLIPS EDISON & COMPANY XXXXX JOSEPH A. SCHRAMMNOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0034109.00C5.0SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESAND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PERCITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE ANDLOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITSHAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESSOTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OFDOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYCONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THEAPPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIESSHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TOCOMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALLNOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSECONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TOBE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINTDEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BYLOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BEINCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITHSANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONWITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN ORNOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINESSHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PERAWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE <<7.5' OR 8'>> MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHESOF THICKNESS.GENERAL UTILITY NOTESSDT13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYLCHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGSSHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BEINSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICHIS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALLBE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNINGAGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" ANDSMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISENOTED, PER ASTM C76, WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFAASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEETREQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 ANDINSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTMD2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEETASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BEINSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORMSEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BETESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENTWEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THEELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNERWITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDELOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTIONELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONSON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLECASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANREFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTES (CONT.)471645 Queuing Statement Prepared for Mr.Travis Larsen VP Construction and Facilities Café Zupas 460 W Universal Circle Sandy, UT 84070 T: (801)870-8118 tlarsen@cafezupas.com Prepared by 472646 Greenlight Traffic Engineering, LLC S 14050 N 83 rd 18358ZA,airoeP,092etS,evA T (602) 499-1339 W greenlightte.com 1 INTRODUCTION This queueing study was prepared for the proposed Café Zupas restaurant that will be developed The purpose of this study is to estimate the potential drive-through queues associated with the Project and address any potential on-site circulation concerns. This study has been completed to satisfy the City’s planning- level technical report requirements for new development. 2 PROPOSED SITE CONDITIONS The drive-through will circulate in a counterclockwise direction along the north and east sides of the Project and will be fed from the drive aisle northeast of the Project. Parking stalls are shown on the site plan,including four (4)drive-through parking and two (2)ADA-accessible stalls. Additional shared parking is available in the large commercial development. 3 QUEUING DATA COLLECTION AND ANALYSIS The Project drive-through will utilize a two-lane system.The lane closest to the building will have two kiosks for ordering.Team members will be staged outside during lunch and dinner to expedite the line.The outside lane will be used for customers who pre-order via the Café Zupas mobile application.Pre-order customers will pay via the mobile application and will be given a specific time to collect their order.Pre-order customers will bypass the inside drive-through lane and proceed to the service window to collect their order.Customers who order with the team members or at the kiosks will drive around to the service window.At the service window, customers will pay and be asked to pull forward to a numbered parking stall to prevent cars from stacking between the order kiosks and the window.The kiosk order will then be brought out to the customer at the designated parking stall. This is done to avoid the long backup for the drive-through vehicles. The dual drive-through lanes will have a queue storage length of approximately 210 feet.Vehicles will enter the drive-through lanes near the northeast corner of the site and loop around the building in a counterclockwise motion to the west and south sides of the building.The dual drive-through lanes continue along the east side of the building and merge into a single drive-through lane in advance of the single service window on the east side of the Project. Queueing and drive-through parking data analysis was performed using queue data obtained from three (3) existing Café Zupas locations in Utah by L2 Data Collection: 1410 E. Saint George Blvd,Saint George, UT 84790 o Days:Friday,October 7,2022,and Saturday,October 8,2022 o Time:11AM-2PM & 4PM-7PM o Queue count frequency increment:1 minute 1270 E 3500 N Lehi, Highland, UT 84043 o Days:Friday,October 14, 2022,and Saturday, October 15, 2022 o Time:11AM-2PM & 4PM-7PM o Queue count frequency increment:1 minute 879 N Redwood Rd, Saratoga Springs, UT 84045 o Days:Friday,October 14, 2022,and Saturday, October 15, 2022 o Time:11AM-2PM & 4PM-7PM o Queue count frequency increment:1 minute Based on Case No. FS21-562 473647 Greenlight Traffic Engineering, LLC S 14050 N 83 rd 18358ZA,airoeP,092etS,evA T (602) 499-1339 W greenlightte.com Queueing and drive-through designated parking data was collected at one-minute intervals from 11 AM to 2 PM and from 4 PM to 7 PM (Café Zupas is not open in the AM peak hour).Observed queuing data is provided in Attachment B. The maximum queue observed during the data collection was six (6)vehicles.With the assumption of 24 feet of queuing space per vehicle,the maximum vehicle queue length needed would be 144 feet.With a proposed queuing length of 210 feet,the Project is expected to sufficiently accommodate the maximum queue length within the drive-through lane. Table 1:Parking Stalls Observation Location Day Available drive- through parking stalls Longest Consecutive Time of 100% Occupancy Time Vehicles inside queue Vehicles outside queue 1410 E Saint George Blvd Friday, October 7,2022 4 1 minute 1:27 PM - 1:28 PM 3 0 Saturday, October 8,2022 4 8 minutes 6:19 PM - 6:27 PM 3 0 1270 E 3500 N Lehi Friday, October 14,2022 4 2 minutes 6:50 PM - 6:52 PM 2 0 Saturday, October 15,2022 4 4 minutes 6:56 PM –7:00 PM 1 0 879 N Redwood Rd Friday, October 14,2022 4 3 minutes 4:19 PM - 4:22 PM 1 0 Saturday, October 15,2022 4 5 minutes 1:36 PM –1:41 PM 1 0 The longest observed consecutive time of 100%occupancy of the available drive-through parking stalls was eight (8)minutes. During this time,the maximum inside queue observed was three (3) vehicles and no vehicles were observed in the outside queue.With four (4)drive-through parking stalls proposed,the Project is expected to sufficiently accommodate the demand without any spillback. 4 CONCLUSIONS The following conclusions are made based on the findings of the Project Queuing Analysis: 1.Queuing data collected at three (3) similar Café Zupas drive-through locations show that the observed maximum queue was six (6) vehicles. 2.The Project is expected to adequately accommodate the maximum queuing length within the drive- through lane. 3.The longest consecutive time of 100% occupancy of the available drive-through parking stalls observed was eight (8)minutes.During this time,the maximum inside queue observed was three (3)vehicles and no vehicles were observed in the outside queue.With four (4)drive-through parking stalls proposed, the Project is expected to sufficiently accommodate the demand without any spillback. Based on Case No. FS21-562 474648 Greenlight Traffic Engineering, LLC S 14050 N 83 rd Ave,Ste 290,Peoria,AZ 85381 T (602) 499-1339 W greenlightte.com Attachment: Existing Café Zupas Drive-Through Queuing Data 5 RECOMMENDATIONS In summary,the proposed Project is expected to have minimal impacts on the adjacent roadway network.The following recommendations were developed based on the findings of the Project Queuing Analysis: 1.Design and construction of the proposed Project improvements should conform to the City’s design standards, as applicable. Greenlight Traffic Engineering, LLC STUDY PERFORMED AND SIGNED BY SCOTT KELLEY, PTEO AT GREENLIGHT TRAFFIC ENGINEERING, LLC. STUDY WAS CONDUCTED FOR SITE IN SURPRISE, ARIZONA. QUEUING DATA RECIEVED IS RELEVANT TO ALL STANDARD CAFE ZUPAS DRIVE-THRU LOCATIONS. QUEUING DATA IS BASED ON THIS CASE NO. FS21-562 Scott Kelley,PE,PTOE Principal/Project Manager scottk@greenlightte.com (602)499-1339 Scott Kelley,PE,PTOE Based on Case No. FS21-562 475649 ATTACHMENT 476650 p Location:St. George - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Outside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 0 11:23 AM 0 12:23 PM 0 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 0 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 0 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 0 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 0 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 0 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 0 6:37 PM 0 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 0 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 0 4:41 PM 0 5:41 PM 0 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 0 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 0 6:43 PM 0 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 0 5:44 PM 0 6:44 PM 0 11:45 AM 0 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 0 12:46 PM 0 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 0 11:47 AM 0 12:47 PM 0 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 0 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 0 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 0 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 0 11:51 AM 0 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 0 11:52 AM 0 12:52 PM 0 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 0 11:53 AM 0 12:53 PM 0 1:53 PM 0 4:53 PM 0 5:53 PM 0 6:53 PM 0 11:54 AM 0 12:54 PM 0 1:54 PM 0 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 0 12:55 PM 0 1:55 PM 0 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 0 12:57 PM 0 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 0 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 0 * There were no cars waiting in the Outside Queue. Friday, October 7 477651 Location:St. George - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Inside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 1 4:00 PM 2 5:00 PM 0 6:00 PM 2 11:01 AM 0 12:01 PM 0 1:01 PM 1 4:01 PM 0 5:01 PM 1 6:01 PM 1 11:02 AM 0 12:02 PM 0 1:02 PM 3 4:02 PM 0 5:02 PM 1 6:02 PM 1 11:03 AM 0 12:03 PM 0 1:03 PM 2 4:03 PM 0 5:03 PM 1 6:03 PM 1 11:04 AM 0 12:04 PM 0 1:04 PM 4 4:04 PM 0 5:04 PM 0 6:04 PM 1 11:05 AM 1 12:05 PM 1 1:05 PM 3 4:05 PM 0 5:05 PM 2 6:05 PM 3 11:06 AM 0 12:06 PM 0 1:06 PM 2 4:06 PM 0 5:06 PM 2 6:06 PM 3 11:07 AM 0 12:07 PM 0 1:07 PM 1 4:07 PM 0 5:07 PM 1 6:07 PM 3 11:08 AM 0 12:08 PM 0 1:08 PM 1 4:08 PM 1 5:08 PM 2 6:08 PM 2 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 1 6:09 PM 3 11:10 AM 0 12:10 PM 1 1:10 PM 0 4:10 PM 2 5:10 PM 0 6:10 PM 4 11:11 AM 0 12:11 PM 1 1:11 PM 0 4:11 PM 1 5:11 PM 1 6:11 PM 4 11:12 AM 0 12:12 PM 1 1:12 PM 0 4:12 PM 1 5:12 PM 1 6:12 PM 4 11:13 AM 1 12:13 PM 1 1:13 PM 0 4:13 PM 1 5:13 PM 2 6:13 PM 3 11:14 AM 1 12:14 PM 1 1:14 PM 1 4:14 PM 2 5:14 PM 2 6:14 PM 2 11:15 AM 1 12:15 PM 1 1:15 PM 2 4:15 PM 3 5:15 PM 3 6:15 PM 3 11:16 AM 1 12:16 PM 1 1:16 PM 2 4:16 PM 2 5:16 PM 5 6:16 PM 2 11:17 AM 0 12:17 PM 0 1:17 PM 3 4:17 PM 1 5:17 PM 3 6:17 PM 1 11:18 AM 2 12:18 PM 1 1:18 PM 1 4:18 PM 0 5:18 PM 3 6:18 PM 1 11:19 AM 1 12:19 PM 1 1:19 PM 4 4:19 PM 0 5:19 PM 2 6:19 PM 0 11:20 AM 0 12:20 PM 1 1:20 PM 5 4:20 PM 1 5:20 PM 1 6:20 PM 0 11:21 AM 0 12:21 PM 1 1:21 PM 4 4:21 PM 1 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 1 1:22 PM 3 4:22 PM 2 5:22 PM 0 6:22 PM 0 11:23 AM 1 12:23 PM 1 1:23 PM 5 4:23 PM 2 5:23 PM 0 6:23 PM 1 11:24 AM 1 12:24 PM 1 1:24 PM 6 4:24 PM 2 5:24 PM 0 6:24 PM 1 11:25 AM 3 12:25 PM 0 1:25 PM 4 4:25 PM 2 5:25 PM 0 6:25 PM 2 11:26 AM 3 12:26 PM 0 1:26 PM 3 4:26 PM 2 5:26 PM 1 6:26 PM 2 11:27 AM 3 12:27 PM 1 1:27 PM 3 4:27 PM 2 5:27 PM 0 6:27 PM 1 11:28 AM 1 12:28 PM 0 1:28 PM 5 4:28 PM 2 5:28 PM 1 6:28 PM 1 11:29 AM 1 12:29 PM 0 1:29 PM 4 4:29 PM 3 5:29 PM 0 6:29 PM 1 11:30 AM 0 12:30 PM 1 1:30 PM 4 4:30 PM 2 5:30 PM 1 6:30 PM 1 11:31 AM 0 12:31 PM 1 1:31 PM 2 4:31 PM 1 5:31 PM 1 6:31 PM 0 11:32 AM 0 12:32 PM 2 1:32 PM 4 4:32 PM 0 5:32 PM 0 6:32 PM 1 11:33 AM 0 12:33 PM 2 1:33 PM 3 4:33 PM 1 5:33 PM 0 6:33 PM 1 11:34 AM 0 12:34 PM 0 1:34 PM 5 4:34 PM 0 5:34 PM 0 6:34 PM 1 11:35 AM 2 12:35 PM 1 1:35 PM 4 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 1 12:36 PM 1 1:36 PM 2 4:36 PM 1 5:36 PM 0 6:36 PM 0 11:37 AM 1 12:37 PM 4 1:37 PM 1 4:37 PM 0 5:37 PM 2 6:37 PM 1 11:38 AM 1 12:38 PM 2 1:38 PM 0 4:38 PM 0 5:38 PM 2 6:38 PM 1 11:39 AM 2 12:39 PM 2 1:39 PM 1 4:39 PM 1 5:39 PM 1 6:39 PM 2 11:40 AM 2 12:40 PM 2 1:40 PM 1 4:40 PM 1 5:40 PM 1 6:40 PM 3 11:41 AM 2 12:41 PM 3 1:41 PM 1 4:41 PM 1 5:41 PM 0 6:41 PM 4 11:42 AM 2 12:42 PM 2 1:42 PM 2 4:42 PM 0 5:42 PM 0 6:42 PM 4 11:43 AM 2 12:43 PM 2 1:43 PM 0 4:43 PM 1 5:43 PM 0 6:43 PM 4 11:44 AM 2 12:44 PM 3 1:44 PM 2 4:44 PM 1 5:44 PM 0 6:44 PM 3 11:45 AM 3 12:45 PM 3 1:45 PM 2 4:45 PM 1 5:45 PM 0 6:45 PM 3 11:46 AM 3 12:46 PM 3 1:46 PM 1 4:46 PM 1 5:46 PM 0 6:46 PM 3 11:47 AM 3 12:47 PM 2 1:47 PM 2 4:47 PM 1 5:47 PM 1 6:47 PM 3 11:48 AM 3 12:48 PM 3 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 2 11:49 AM 2 12:49 PM 5 1:49 PM 0 4:49 PM 1 5:49 PM 2 6:49 PM 4 11:50 AM 4 12:50 PM 5 1:50 PM 1 4:50 PM 1 5:50 PM 3 6:50 PM 3 11:51 AM 2 12:51 PM 5 1:51 PM 2 4:51 PM 1 5:51 PM 1 6:51 PM 3 11:52 AM 2 12:52 PM 4 1:52 PM 2 4:52 PM 0 5:52 PM 1 6:52 PM 2 11:53 AM 1 12:53 PM 4 1:53 PM 2 4:53 PM 0 5:53 PM 0 6:53 PM 1 11:54 AM 0 12:54 PM 4 1:54 PM 1 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 2 12:55 PM 3 1:55 PM 1 4:55 PM 0 5:55 PM 0 6:55 PM 1 11:56 AM 1 12:56 PM 2 1:56 PM 2 4:56 PM 0 5:56 PM 0 6:56 PM 1 11:57 AM 1 12:57 PM 1 1:57 PM 3 4:57 PM 0 5:57 PM 0 6:57 PM 1 11:58 AM 1 12:58 PM 1 1:58 PM 2 4:58 PM 0 5:58 PM 1 6:58 PM 2 11:59 AM 1 12:59 PM 1 1:59 PM 2 4:59 PM 0 5:59 PM 1 6:59 PM 2 Friday, October 7 478652 Location:St. George - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Drive-Up Parking Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 1 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 1 5:01 PM 0 6:01 PM 1 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 1 5:02 PM 0 6:02 PM 1 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 1 5:03 PM 0 6:03 PM 1 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 1 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 1 11:06 AM 1 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 1 11:07 AM 0 12:07 PM 0 1:07 PM 1 4:07 PM 0 5:07 PM 0 6:07 PM 1 11:08 AM 0 12:08 PM 0 1:08 PM 3 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 3 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 2 4:10 PM 0 5:10 PM 1 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 2 4:11 PM 1 5:11 PM 1 6:11 PM 1 11:12 AM 0 12:12 PM 0 1:12 PM 2 4:12 PM 1 5:12 PM 1 6:12 PM 1 11:13 AM 0 12:13 PM 0 1:13 PM 1 4:13 PM 1 5:13 PM 1 6:13 PM 2 11:14 AM 0 12:14 PM 0 1:14 PM 1 4:14 PM 1 5:14 PM 0 6:14 PM 2 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 1 5:15 PM 0 6:15 PM 2 11:16 AM 0 12:16 PM 0 1:16 PM 1 4:16 PM 2 5:16 PM 0 6:16 PM 2 11:17 AM 1 12:17 PM 1 1:17 PM 1 4:17 PM 2 5:17 PM 0 6:17 PM 1 11:18 AM 1 12:18 PM 1 1:18 PM 1 4:18 PM 2 5:18 PM 0 6:18 PM 2 11:19 AM 2 12:19 PM 1 1:19 PM 1 4:19 PM 2 5:19 PM 1 6:19 PM 3 11:20 AM 1 12:20 PM 1 1:20 PM 1 4:20 PM 2 5:20 PM 0 6:20 PM 3 11:21 AM 2 12:21 PM 1 1:21 PM 1 4:21 PM 2 5:21 PM 0 6:21 PM 2 11:22 AM 1 12:22 PM 1 1:22 PM 2 4:22 PM 2 5:22 PM 0 6:22 PM 2 11:23 AM 1 12:23 PM 0 1:23 PM 1 4:23 PM 2 5:23 PM 0 6:23 PM 1 11:24 AM 0 12:24 PM 0 1:24 PM 1 4:24 PM 1 5:24 PM 0 6:24 PM 1 11:25 AM 0 12:25 PM 0 1:25 PM 2 4:25 PM 1 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 3 4:26 PM 1 5:26 PM 0 6:26 PM 0 11:27 AM 1 12:27 PM 0 1:27 PM 4 4:27 PM 1 5:27 PM 1 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 3 4:28 PM 1 5:28 PM 0 6:28 PM 1 11:29 AM 1 12:29 PM 0 1:29 PM 3 4:29 PM 2 5:29 PM 0 6:29 PM 1 11:30 AM 0 12:30 PM 1 1:30 PM 3 4:30 PM 3 5:30 PM 0 6:30 PM 2 11:31 AM 0 12:31 PM 1 1:31 PM 2 4:31 PM 4 5:31 PM 0 6:31 PM 1 11:32 AM 0 12:32 PM 0 1:32 PM 1 4:32 PM 3 5:32 PM 1 6:32 PM 1 11:33 AM 0 12:33 PM 0 1:33 PM 1 4:33 PM 3 5:33 PM 1 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 1 4:34 PM 3 5:34 PM 1 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 2 5:35 PM 1 6:35 PM 0 11:36 AM 0 12:36 PM 1 1:36 PM 0 4:36 PM 2 5:36 PM 1 6:36 PM 0 11:37 AM 0 12:37 PM 1 1:37 PM 0 4:37 PM 2 5:37 PM 1 6:37 PM 0 11:38 AM 0 12:38 PM 1 1:38 PM 0 4:38 PM 2 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 2 1:39 PM 0 4:39 PM 2 5:39 PM 1 6:39 PM 0 11:40 AM 0 12:40 PM 2 1:40 PM 0 4:40 PM 1 5:40 PM 1 6:40 PM 0 11:41 AM 0 12:41 PM 2 1:41 PM 0 4:41 PM 1 5:41 PM 2 6:41 PM 0 11:42 AM 0 12:42 PM 1 1:42 PM 2 4:42 PM 1 5:42 PM 2 6:42 PM 0 11:43 AM 0 12:43 PM 1 1:43 PM 1 4:43 PM 1 5:43 PM 0 6:43 PM 0 11:44 AM 1 12:44 PM 1 1:44 PM 1 4:44 PM 1 5:44 PM 0 6:44 PM 2 11:45 AM 1 12:45 PM 1 1:45 PM 0 4:45 PM 1 5:45 PM 0 6:45 PM 2 11:46 AM 0 12:46 PM 2 1:46 PM 1 4:46 PM 0 5:46 PM 0 6:46 PM 3 11:47 AM 1 12:47 PM 1 1:47 PM 1 4:47 PM 0 5:47 PM 0 6:47 PM 3 11:48 AM 1 12:48 PM 1 1:48 PM 0 4:48 PM 1 5:48 PM 0 6:48 PM 2 11:49 AM 2 12:49 PM 1 1:49 PM 0 4:49 PM 1 5:49 PM 0 6:49 PM 2 11:50 AM 2 12:50 PM 1 1:50 PM 0 4:50 PM 1 5:50 PM 0 6:50 PM 2 11:51 AM 2 12:51 PM 1 1:51 PM 0 4:51 PM 2 5:51 PM 1 6:51 PM 2 11:52 AM 2 12:52 PM 0 1:52 PM 0 4:52 PM 2 5:52 PM 1 6:52 PM 3 11:53 AM 3 12:53 PM 0 1:53 PM 0 4:53 PM 1 5:53 PM 1 6:53 PM 3 11:54 AM 2 12:54 PM 0 1:54 PM 1 4:54 PM 1 5:54 PM 1 6:54 PM 3 11:55 AM 1 12:55 PM 0 1:55 PM 1 4:55 PM 1 5:55 PM 0 6:55 PM 3 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 2 11:57 AM 0 12:57 PM 1 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 1 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 1 11:59 AM 0 12:59 PM 0 1:59 PM 1 4:59 PM 0 5:59 PM 0 6:59 PM 0 Friday, October 7 479653 Location:St. George - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Outside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 0 11:23 AM 0 12:23 PM 0 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 0 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 0 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 0 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 0 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 0 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 0 6:37 PM 0 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 0 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 0 4:41 PM 0 5:41 PM 0 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 0 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 0 6:43 PM 0 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 0 5:44 PM 0 6:44 PM 0 11:45 AM 0 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 0 12:46 PM 0 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 0 11:47 AM 0 12:47 PM 0 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 0 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 0 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 0 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 0 11:51 AM 0 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 0 11:52 AM 0 12:52 PM 0 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 0 11:53 AM 0 12:53 PM 0 1:53 PM 0 4:53 PM 0 5:53 PM 0 6:53 PM 0 11:54 AM 0 12:54 PM 0 1:54 PM 0 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 0 12:55 PM 0 1:55 PM 0 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 0 12:57 PM 0 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 0 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 0 * There were no cars waiting in the Outside Queue. Saturday, October 8 480654 Location:St. George - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Inside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 1 1:00 PM 2 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 2 1:01 PM 3 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 2 1:02 PM 3 4:02 PM 1 5:02 PM 0 6:02 PM 1 11:03 AM 0 12:03 PM 2 1:03 PM 4 4:03 PM 1 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 4 4:04 PM 1 5:04 PM 0 6:04 PM 0 11:05 AM 1 12:05 PM 2 1:05 PM 2 4:05 PM 1 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 2 1:06 PM 3 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 3 1:07 PM 3 4:07 PM 1 5:07 PM 0 6:07 PM 1 11:08 AM 0 12:08 PM 3 1:08 PM 4 4:08 PM 1 5:08 PM 0 6:08 PM 1 11:09 AM 0 12:09 PM 4 1:09 PM 5 4:09 PM 0 5:09 PM 0 6:09 PM 4 11:10 AM 0 12:10 PM 4 1:10 PM 4 4:10 PM 0 5:10 PM 0 6:10 PM 4 11:11 AM 0 12:11 PM 5 1:11 PM 3 4:11 PM 0 5:11 PM 1 6:11 PM 3 11:12 AM 0 12:12 PM 5 1:12 PM 2 4:12 PM 0 5:12 PM 2 6:12 PM 4 11:13 AM 1 12:13 PM 5 1:13 PM 1 4:13 PM 0 5:13 PM 1 6:13 PM 4 11:14 AM 1 12:14 PM 4 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 4 11:15 AM 1 12:15 PM 3 1:15 PM 0 4:15 PM 0 5:15 PM 2 6:15 PM 3 11:16 AM 2 12:16 PM 3 1:16 PM 0 4:16 PM 0 5:16 PM 3 6:16 PM 3 11:17 AM 2 12:17 PM 3 1:17 PM 0 4:17 PM 1 5:17 PM 3 6:17 PM 2 11:18 AM 2 12:18 PM 2 1:18 PM 0 4:18 PM 1 5:18 PM 4 6:18 PM 1 11:19 AM 2 12:19 PM 3 1:19 PM 0 4:19 PM 0 5:19 PM 4 6:19 PM 3 11:20 AM 2 12:20 PM 3 1:20 PM 1 4:20 PM 0 5:20 PM 4 6:20 PM 2 11:21 AM 2 12:21 PM 2 1:21 PM 2 4:21 PM 0 5:21 PM 4 6:21 PM 2 11:22 AM 2 12:22 PM 3 1:22 PM 2 4:22 PM 0 5:22 PM 4 6:22 PM 2 11:23 AM 3 12:23 PM 3 1:23 PM 2 4:23 PM 1 5:23 PM 4 6:23 PM 2 11:24 AM 3 12:24 PM 4 1:24 PM 1 4:24 PM 1 5:24 PM 4 6:24 PM 1 11:25 AM 4 12:25 PM 4 1:25 PM 1 4:25 PM 0 5:25 PM 2 6:25 PM 1 11:26 AM 2 12:26 PM 5 1:26 PM 1 4:26 PM 0 5:26 PM 2 6:26 PM 0 11:27 AM 2 12:27 PM 4 1:27 PM 2 4:27 PM 0 5:27 PM 2 6:27 PM 0 11:28 AM 2 12:28 PM 4 1:28 PM 2 4:28 PM 0 5:28 PM 2 6:28 PM 1 11:29 AM 1 12:29 PM 4 1:29 PM 1 4:29 PM 0 5:29 PM 2 6:29 PM 1 11:30 AM 1 12:30 PM 4 1:30 PM 0 4:30 PM 1 5:30 PM 2 6:30 PM 2 11:31 AM 1 12:31 PM 3 1:31 PM 0 4:31 PM 1 5:31 PM 2 6:31 PM 3 11:32 AM 1 12:32 PM 3 1:32 PM 0 4:32 PM 1 5:32 PM 2 6:32 PM 3 11:33 AM 1 12:33 PM 1 1:33 PM 1 4:33 PM 2 5:33 PM 1 6:33 PM 1 11:34 AM 1 12:34 PM 3 1:34 PM 2 4:34 PM 1 5:34 PM 2 6:34 PM 1 11:35 AM 2 12:35 PM 2 1:35 PM 2 4:35 PM 3 5:35 PM 1 6:35 PM 2 11:36 AM 3 12:36 PM 1 1:36 PM 2 4:36 PM 3 5:36 PM 1 6:36 PM 1 11:37 AM 3 12:37 PM 0 1:37 PM 2 4:37 PM 3 5:37 PM 1 6:37 PM 0 11:38 AM 3 12:38 PM 0 1:38 PM 3 4:38 PM 3 5:38 PM 1 6:38 PM 0 11:39 AM 2 12:39 PM 0 1:39 PM 2 4:39 PM 2 5:39 PM 2 6:39 PM 0 11:40 AM 2 12:40 PM 0 1:40 PM 1 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 2 12:41 PM 0 1:41 PM 1 4:41 PM 0 5:41 PM 1 6:41 PM 0 11:42 AM 1 12:42 PM 0 1:42 PM 1 4:42 PM 1 5:42 PM 1 6:42 PM 0 11:43 AM 3 12:43 PM 0 1:43 PM 0 4:43 PM 1 5:43 PM 2 6:43 PM 0 11:44 AM 4 12:44 PM 1 1:44 PM 3 4:44 PM 1 5:44 PM 1 6:44 PM 2 11:45 AM 3 12:45 PM 1 1:45 PM 2 4:45 PM 3 5:45 PM 1 6:45 PM 1 11:46 AM 3 12:46 PM 1 1:46 PM 2 4:46 PM 1 5:46 PM 2 6:46 PM 1 11:47 AM 2 12:47 PM 0 1:47 PM 1 4:47 PM 1 5:47 PM 2 6:47 PM 2 11:48 AM 1 12:48 PM 1 1:48 PM 1 4:48 PM 2 5:48 PM 2 6:48 PM 2 11:49 AM 1 12:49 PM 1 1:49 PM 0 4:49 PM 2 5:49 PM 1 6:49 PM 3 11:50 AM 1 12:50 PM 2 1:50 PM 0 4:50 PM 2 5:50 PM 2 6:50 PM 3 11:51 AM 2 12:51 PM 2 1:51 PM 1 4:51 PM 2 5:51 PM 1 6:51 PM 3 11:52 AM 1 12:52 PM 3 1:52 PM 1 4:52 PM 3 5:52 PM 1 6:52 PM 3 11:53 AM 3 12:53 PM 3 1:53 PM 2 4:53 PM 2 5:53 PM 0 6:53 PM 4 11:54 AM 2 12:54 PM 2 1:54 PM 1 4:54 PM 1 5:54 PM 0 6:54 PM 3 11:55 AM 2 12:55 PM 1 1:55 PM 1 4:55 PM 1 5:55 PM 0 6:55 PM 2 11:56 AM 2 12:56 PM 2 1:56 PM 2 4:56 PM 0 5:56 PM 0 6:56 PM 4 11:57 AM 1 12:57 PM 0 1:57 PM 1 4:57 PM 0 5:57 PM 0 6:57 PM 4 11:58 AM 2 12:58 PM 1 1:58 PM 1 4:58 PM 0 5:58 PM 0 6:58 PM 4 11:59 AM 2 12:59 PM 3 1:59 PM 1 4:59 PM 1 5:59 PM 0 6:59 PM 3 Saturday, October 8 481655 Location:St. George - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Drive-Up Parking Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 1 1:00 PM 2 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 1 1:01 PM 1 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 1 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 1 1:03 PM 1 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 1 1:04 PM 1 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 1 1:05 PM 1 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 1 1:06 PM 1 4:06 PM 1 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 1 1:07 PM 1 4:07 PM 1 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 1 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 2 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 2 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 2 4:11 PM 1 5:11 PM 0 6:11 PM 1 11:12 AM 0 12:12 PM 0 1:12 PM 2 4:12 PM 1 5:12 PM 0 6:12 PM 1 11:13 AM 0 12:13 PM 1 1:13 PM 3 4:13 PM 0 5:13 PM 1 6:13 PM 1 11:14 AM 0 12:14 PM 1 1:14 PM 4 4:14 PM 0 5:14 PM 1 6:14 PM 2 11:15 AM 1 12:15 PM 2 1:15 PM 4 4:15 PM 0 5:15 PM 0 6:15 PM 3 11:16 AM 1 12:16 PM 3 1:16 PM 3 4:16 PM 0 5:16 PM 0 6:16 PM 3 11:17 AM 1 12:17 PM 3 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 4 11:18 AM 1 12:18 PM 4 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 3 11:19 AM 1 12:19 PM 2 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 4 11:20 AM 1 12:20 PM 2 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 4 11:21 AM 1 12:21 PM 2 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 4 11:22 AM 1 12:22 PM 1 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 4 11:23 AM 1 12:23 PM 1 1:23 PM 0 4:23 PM 0 5:23 PM 1 6:23 PM 4 11:24 AM 1 12:24 PM 0 1:24 PM 1 4:24 PM 0 5:24 PM 1 6:24 PM 4 11:25 AM 1 12:25 PM 0 1:25 PM 2 4:25 PM 0 5:25 PM 2 6:25 PM 4 11:26 AM 2 12:26 PM 0 1:26 PM 2 4:26 PM 0 5:26 PM 2 6:26 PM 4 11:27 AM 2 12:27 PM 1 1:27 PM 2 4:27 PM 0 5:27 PM 2 6:27 PM 3 11:28 AM 2 12:28 PM 1 1:28 PM 0 4:28 PM 0 5:28 PM 2 6:28 PM 2 11:29 AM 3 12:29 PM 1 1:29 PM 1 4:29 PM 0 5:29 PM 2 6:29 PM 2 11:30 AM 3 12:30 PM 1 1:30 PM 1 4:30 PM 0 5:30 PM 1 6:30 PM 1 11:31 AM 2 12:31 PM 3 1:31 PM 1 4:31 PM 0 5:31 PM 1 6:31 PM 0 11:32 AM 1 12:32 PM 3 1:32 PM 1 4:32 PM 0 5:32 PM 1 6:32 PM 0 11:33 AM 1 12:33 PM 4 1:33 PM 0 4:33 PM 0 5:33 PM 1 6:33 PM 0 11:34 AM 2 12:34 PM 3 1:34 PM 0 4:34 PM 1 5:34 PM 1 6:34 PM 2 11:35 AM 1 12:35 PM 2 1:35 PM 1 4:35 PM 1 5:35 PM 2 6:35 PM 2 11:36 AM 1 12:36 PM 2 1:36 PM 1 4:36 PM 0 5:36 PM 2 6:36 PM 2 11:37 AM 1 12:37 PM 2 1:37 PM 1 4:37 PM 0 5:37 PM 1 6:37 PM 2 11:38 AM 1 12:38 PM 2 1:38 PM 0 4:38 PM 0 5:38 PM 1 6:38 PM 1 11:39 AM 1 12:39 PM 1 1:39 PM 1 4:39 PM 1 5:39 PM 1 6:39 PM 1 11:40 AM 1 12:40 PM 1 1:40 PM 2 4:40 PM 3 5:40 PM 1 6:40 PM 2 11:41 AM 2 12:41 PM 0 1:41 PM 2 4:41 PM 3 5:41 PM 2 6:41 PM 2 11:42 AM 3 12:42 PM 0 1:42 PM 2 4:42 PM 3 5:42 PM 1 6:42 PM 2 11:43 AM 2 12:43 PM 0 1:43 PM 3 4:43 PM 3 5:43 PM 1 6:43 PM 2 11:44 AM 2 12:44 PM 0 1:44 PM 1 4:44 PM 2 5:44 PM 0 6:44 PM 1 11:45 AM 2 12:45 PM 0 1:45 PM 1 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 2 12:46 PM 0 1:46 PM 1 4:46 PM 1 5:46 PM 0 6:46 PM 0 11:47 AM 1 12:47 PM 0 1:47 PM 2 4:47 PM 2 5:47 PM 0 6:47 PM 1 11:48 AM 0 12:48 PM 0 1:48 PM 2 4:48 PM 2 5:48 PM 0 6:48 PM 1 11:49 AM 0 12:49 PM 0 1:49 PM 3 4:49 PM 2 5:49 PM 1 6:49 PM 1 11:50 AM 0 12:50 PM 0 1:50 PM 2 4:50 PM 1 5:50 PM 1 6:50 PM 2 11:51 AM 0 12:51 PM 1 1:51 PM 2 4:51 PM 0 5:51 PM 2 6:51 PM 2 11:52 AM 1 12:52 PM 1 1:52 PM 1 4:52 PM 0 5:52 PM 2 6:52 PM 3 11:53 AM 1 12:53 PM 1 1:53 PM 1 4:53 PM 1 5:53 PM 1 6:53 PM 4 11:54 AM 1 12:54 PM 2 1:54 PM 2 4:54 PM 2 5:54 PM 1 6:54 PM 4 11:55 AM 1 12:55 PM 3 1:55 PM 2 4:55 PM 2 5:55 PM 1 6:55 PM 4 11:56 AM 1 12:56 PM 3 1:56 PM 1 4:56 PM 3 5:56 PM 0 6:56 PM 4 11:57 AM 0 12:57 PM 3 1:57 PM 2 4:57 PM 2 5:57 PM 0 6:57 PM 2 11:58 AM 0 12:58 PM 4 1:58 PM 1 4:58 PM 2 5:58 PM 0 6:58 PM 2 11:59 AM 0 12:59 PM 4 1:59 PM 1 4:59 PM 0 5:59 PM 0 6:59 PM 2 Saturday, October 8 482656 Location:Highland - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Outside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 0 11:23 AM 0 12:23 PM 0 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 0 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 0 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 0 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 0 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 0 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 0 6:37 PM 0 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 0 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 0 4:41 PM 0 5:41 PM 0 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 0 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 0 6:43 PM 0 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 0 5:44 PM 0 6:44 PM 0 11:45 AM 0 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 0 12:46 PM 0 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 0 11:47 AM 0 12:47 PM 0 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 0 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 0 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 0 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 0 11:51 AM 0 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 0 11:52 AM 0 12:52 PM 0 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 0 11:53 AM 0 12:53 PM 0 1:53 PM 0 4:53 PM 0 5:53 PM 0 6:53 PM 0 11:54 AM 0 12:54 PM 0 1:54 PM 0 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 0 12:55 PM 0 1:55 PM 0 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 0 12:57 PM 0 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 0 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 0 Friday, October 14 483657 Location:Highland - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Inside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 1 1:00 PM 2 4:00 PM 2 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 2 1:01 PM 4 4:01 PM 1 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 3 1:02 PM 4 4:02 PM 1 5:02 PM 1 6:02 PM 0 11:03 AM 0 12:03 PM 2 1:03 PM 0 4:03 PM 1 5:03 PM 1 6:03 PM 1 11:04 AM 0 12:04 PM 2 1:04 PM 0 4:04 PM 2 5:04 PM 2 6:04 PM 1 11:05 AM 0 12:05 PM 2 1:05 PM 0 4:05 PM 2 5:05 PM 3 6:05 PM 1 11:06 AM 0 12:06 PM 1 1:06 PM 0 4:06 PM 2 5:06 PM 2 6:06 PM 2 11:07 AM 0 12:07 PM 1 1:07 PM 0 4:07 PM 1 5:07 PM 2 6:07 PM 0 11:08 AM 0 12:08 PM 2 1:08 PM 2 4:08 PM 0 5:08 PM 1 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 2 4:09 PM 1 5:09 PM 1 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 2 4:10 PM 1 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 2 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 1 1:13 PM 2 4:13 PM 0 5:13 PM 1 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 1 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 1 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 1 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 1 6:17 PM 1 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 1 12:19 PM 1 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 1 11:20 AM 0 12:20 PM 1 1:20 PM 0 4:20 PM 0 5:20 PM 1 6:20 PM 1 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 1 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 1 5:22 PM 1 6:22 PM 1 11:23 AM 0 12:23 PM 1 1:23 PM 0 4:23 PM 1 5:23 PM 2 6:23 PM 1 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 1 5:24 PM 3 6:24 PM 1 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 4 6:25 PM 1 11:26 AM 0 12:26 PM 1 1:26 PM 0 4:26 PM 0 5:26 PM 5 6:26 PM 0 11:27 AM 0 12:27 PM 1 1:27 PM 0 4:27 PM 1 5:27 PM 5 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 1 5:28 PM 3 6:28 PM 1 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 1 5:29 PM 3 6:29 PM 1 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 1 5:30 PM 3 6:30 PM 2 11:31 AM 0 12:31 PM 1 1:31 PM 2 4:31 PM 0 5:31 PM 4 6:31 PM 1 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 4 6:32 PM 3 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 3 6:33 PM 2 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 3 6:34 PM 2 11:35 AM 0 12:35 PM 1 1:35 PM 2 4:35 PM 0 5:35 PM 2 6:35 PM 1 11:36 AM 0 12:36 PM 1 1:36 PM 4 4:36 PM 0 5:36 PM 1 6:36 PM 0 11:37 AM 0 12:37 PM 2 1:37 PM 4 4:37 PM 0 5:37 PM 1 6:37 PM 0 11:38 AM 0 12:38 PM 1 1:38 PM 2 4:38 PM 0 5:38 PM 1 6:38 PM 0 11:39 AM 0 12:39 PM 1 1:39 PM 2 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 2 12:40 PM 1 1:40 PM 0 4:40 PM 2 5:40 PM 0 6:40 PM 0 11:41 AM 3 12:41 PM 0 1:41 PM 0 4:41 PM 2 5:41 PM 1 6:41 PM 0 11:42 AM 3 12:42 PM 0 1:42 PM 0 4:42 PM 2 5:42 PM 1 6:42 PM 1 11:43 AM 3 12:43 PM 1 1:43 PM 0 4:43 PM 1 5:43 PM 0 6:43 PM 0 11:44 AM 4 12:44 PM 1 1:44 PM 0 4:44 PM 1 5:44 PM 0 6:44 PM 1 11:45 AM 3 12:45 PM 2 1:45 PM 2 4:45 PM 1 5:45 PM 0 6:45 PM 1 11:46 AM 3 12:46 PM 1 1:46 PM 2 4:46 PM 0 5:46 PM 0 6:46 PM 2 11:47 AM 2 12:47 PM 1 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 2 11:48 AM 1 12:48 PM 0 1:48 PM 0 4:48 PM 1 5:48 PM 0 6:48 PM 1 11:49 AM 0 12:49 PM 1 1:49 PM 0 4:49 PM 2 5:49 PM 1 6:49 PM 2 11:50 AM 0 12:50 PM 1 1:50 PM 0 4:50 PM 2 5:50 PM 1 6:50 PM 1 11:51 AM 1 12:51 PM 1 1:51 PM 2 4:51 PM 2 5:51 PM 2 6:51 PM 2 11:52 AM 1 12:52 PM 0 1:52 PM 2 4:52 PM 1 5:52 PM 2 6:52 PM 3 11:53 AM 0 12:53 PM 1 1:53 PM 0 4:53 PM 0 5:53 PM 1 6:53 PM 1 11:54 AM 0 12:54 PM 2 1:54 PM 2 4:54 PM 1 5:54 PM 1 6:54 PM 1 11:55 AM 0 12:55 PM 1 1:55 PM 2 4:55 PM 1 5:55 PM 1 6:55 PM 2 11:56 AM 0 12:56 PM 2 1:56 PM 2 4:56 PM 1 5:56 PM 0 6:56 PM 3 11:57 AM 0 12:57 PM 2 1:57 PM 0 4:57 PM 1 5:57 PM 1 6:57 PM 3 11:58 AM 0 12:58 PM 3 1:58 PM 2 4:58 PM 0 5:58 PM 2 6:58 PM 3 11:59 AM 1 12:59 PM 2 1:59 PM 0 4:59 PM 0 5:59 PM 2 6:59 PM 2 Friday, October 14 484658 Location:Highland - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Drive-Up Parking Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 1 12:00 PM 0 1:00 PM 1 4:00 PM 0 5:00 PM 1 6:00 PM 3 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 1 6:01 PM 3 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 1 6:02 PM 2 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 1 11:04 AM 0 12:04 PM 0 1:04 PM 1 4:04 PM 1 5:04 PM 0 6:04 PM 1 11:05 AM 0 12:05 PM 0 1:05 PM 1 4:05 PM 1 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 1 1:06 PM 0 4:06 PM 1 5:06 PM 1 6:06 PM 0 11:07 AM 0 12:07 PM 1 1:07 PM 0 4:07 PM 2 5:07 PM 1 6:07 PM 1 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 3 5:08 PM 1 6:08 PM 1 11:09 AM 0 12:09 PM 2 1:09 PM 1 4:09 PM 3 5:09 PM 1 6:09 PM 1 11:10 AM 0 12:10 PM 2 1:10 PM 1 4:10 PM 2 5:10 PM 1 6:10 PM 0 11:11 AM 0 12:11 PM 2 1:11 PM 1 4:11 PM 2 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 1 1:12 PM 1 4:12 PM 1 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 1 1:13 PM 0 4:13 PM 1 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 2 1:14 PM 1 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 1 1:15 PM 2 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 1 1:16 PM 2 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 1 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 1 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 1 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 1 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 1 11:22 AM 0 12:22 PM 1 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 1 11:23 AM 0 12:23 PM 1 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 1 11:24 AM 0 12:24 PM 1 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 1 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 1 5:25 PM 1 6:25 PM 1 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 1 5:26 PM 1 6:26 PM 2 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 1 6:27 PM 2 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 1 6:28 PM 1 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 1 6:29 PM 1 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 1 6:30 PM 1 11:31 AM 0 12:31 PM 1 1:31 PM 0 4:31 PM 1 5:31 PM 1 6:31 PM 2 11:32 AM 0 12:32 PM 2 1:32 PM 0 4:32 PM 1 5:32 PM 1 6:32 PM 2 11:33 AM 0 12:33 PM 1 1:33 PM 0 4:33 PM 0 5:33 PM 2 6:33 PM 2 11:34 AM 0 12:34 PM 1 1:34 PM 0 4:34 PM 0 5:34 PM 2 6:34 PM 2 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 2 6:35 PM 3 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 3 6:36 PM 4 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 2 6:37 PM 3 11:38 AM 0 12:38 PM 1 1:38 PM 1 4:38 PM 0 5:38 PM 2 6:38 PM 3 11:39 AM 0 12:39 PM 1 1:39 PM 1 4:39 PM 0 5:39 PM 1 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 1 4:40 PM 0 5:40 PM 1 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 2 4:41 PM 0 5:41 PM 1 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 1 4:42 PM 0 5:42 PM 1 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 1 4:43 PM 0 5:43 PM 2 6:43 PM 1 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 1 5:44 PM 1 6:44 PM 1 11:45 AM 1 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 1 6:45 PM 1 11:46 AM 1 12:46 PM 1 1:46 PM 0 4:46 PM 1 5:46 PM 1 6:46 PM 1 11:47 AM 2 12:47 PM 0 1:47 PM 1 4:47 PM 1 5:47 PM 0 6:47 PM 2 11:48 AM 3 12:48 PM 1 1:48 PM 1 4:48 PM 0 5:48 PM 0 6:48 PM 3 11:49 AM 3 12:49 PM 1 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 3 11:50 AM 2 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 4 11:51 AM 2 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 4 11:52 AM 1 12:52 PM 1 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 3 11:53 AM 0 12:53 PM 1 1:53 PM 0 4:53 PM 0 5:53 PM 1 6:53 PM 2 11:54 AM 0 12:54 PM 1 1:54 PM 0 4:54 PM 1 5:54 PM 1 6:54 PM 2 11:55 AM 0 12:55 PM 0 1:55 PM 1 4:55 PM 1 5:55 PM 1 6:55 PM 3 11:56 AM 0 12:56 PM 0 1:56 PM 1 4:56 PM 1 5:56 PM 2 6:56 PM 3 11:57 AM 0 12:57 PM 1 1:57 PM 1 4:57 PM 1 5:57 PM 2 6:57 PM 3 11:58 AM 0 12:58 PM 1 1:58 PM 2 4:58 PM 2 5:58 PM 1 6:58 PM 3 11:59 AM 0 12:59 PM 2 1:59 PM 2 4:59 PM 2 5:59 PM 1 6:59 PM 2 Friday, October 14 485659 Location:Highland - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Outside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 0 11:23 AM 0 12:23 PM 0 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 0 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 0 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 0 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 0 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 0 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 0 6:37 PM 0 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 0 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 0 4:41 PM 0 5:41 PM 0 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 0 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 0 6:43 PM 0 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 0 5:44 PM 0 6:44 PM 0 11:45 AM 0 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 0 12:46 PM 0 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 0 11:47 AM 0 12:47 PM 0 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 0 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 0 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 0 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 0 11:51 AM 0 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 0 11:52 AM 0 12:52 PM 0 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 0 11:53 AM 0 12:53 PM 0 1:53 PM 0 4:53 PM 0 5:53 PM 0 6:53 PM 0 11:54 AM 0 12:54 PM 0 1:54 PM 0 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 0 12:55 PM 0 1:55 PM 0 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 0 12:57 PM 0 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 0 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 0 Saturday, October 15 486660 Location:Highland - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Inside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 1 4:00 PM 1 5:00 PM 0 6:00 PM 1 11:01 AM 1 12:01 PM 0 1:01 PM 0 4:01 PM 1 5:01 PM 0 6:01 PM 1 11:02 AM 1 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 1 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 1 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 1 11:05 AM 0 12:05 PM 0 1:05 PM 1 4:05 PM 0 5:05 PM 0 6:05 PM 1 11:06 AM 0 12:06 PM 0 1:06 PM 1 4:06 PM 0 5:06 PM 0 6:06 PM 1 11:07 AM 0 12:07 PM 0 1:07 PM 1 4:07 PM 1 5:07 PM 0 6:07 PM 1 11:08 AM 0 12:08 PM 0 1:08 PM 1 4:08 PM 0 5:08 PM 1 6:08 PM 1 11:09 AM 0 12:09 PM 1` 1:09 PM 1 4:09 PM 1 5:09 PM 1 6:09 PM 2 11:10 AM 0 12:10 PM 0 1:10 PM 1 4:10 PM 1 5:10 PM 0 6:10 PM 3 11:11 AM 0 12:11 PM 0 1:11 PM 1 4:11 PM 1 5:11 PM 1 6:11 PM 3 11:12 AM 1 12:12 PM 0 1:12 PM 1 4:12 PM 0 5:12 PM 1 6:12 PM 3 11:13 AM 1 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 1 6:13 PM 1 11:14 AM 1 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 1 6:14 PM 2 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 1 6:15 PM 2 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 1 6:16 PM 4 11:17 AM 0 12:17 PM 1 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 3 11:18 AM 0 12:18 PM 2 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 2 11:19 AM 0 12:19 PM 1 1:19 PM 0 4:19 PM 0 5:19 PM 1 6:19 PM 1 11:20 AM 0 12:20 PM 1 1:20 PM 1 4:20 PM 0 5:20 PM 1 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 1 4:21 PM 0 5:21 PM 1 6:21 PM 3 11:22 AM 0 12:22 PM 1 1:22 PM 2 4:22 PM 0 5:22 PM 1 6:22 PM 2 11:23 AM 0 12:23 PM 0 1:23 PM 1 4:23 PM 1 5:23 PM 0 6:23 PM 1 11:24 AM 0 12:24 PM 1 1:24 PM 1 4:24 PM 1 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 1 1:25 PM 0 4:25 PM 1 5:25 PM 0 6:25 PM 1 11:26 AM 0 12:26 PM 3 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 2 11:27 AM 0 12:27 PM 3 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 1 11:28 AM 0 12:28 PM 2 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 2 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 1 11:30 AM 0 12:30 PM 1 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 2 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 1 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 1 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 1 6:33 PM 3 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 2 6:34 PM 3 11:35 AM 0 12:35 PM 1 1:35 PM 0 4:35 PM 0 5:35 PM 2 6:35 PM 3 11:36 AM 0 12:36 PM 0 1:36 PM 1 4:36 PM 0 5:36 PM 1 6:36 PM 4 11:37 AM 0 12:37 PM 0 1:37 PM 1 4:37 PM 0 5:37 PM 0 6:37 PM 3 11:38 AM 1 12:38 PM 0 1:38 PM 2 4:38 PM 0 5:38 PM 1 6:38 PM 2 11:39 AM 1 12:39 PM 0 1:39 PM 2 4:39 PM 0 5:39 PM 1 6:39 PM 1 11:40 AM 1 12:40 PM 0 1:40 PM 3 4:40 PM 0 5:40 PM 1 6:40 PM 1 11:41 AM 1 12:41 PM 0 1:41 PM 1 4:41 PM 1 5:41 PM 0 6:41 PM 0 11:42 AM 2 12:42 PM 0 1:42 PM 1 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 2 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 1 6:43 PM 0 11:44 AM 1 12:44 PM 1 1:44 PM 0 4:44 PM 0 5:44 PM 1 6:44 PM 1 11:45 AM 0 12:45 PM 1 1:45 PM 1 4:45 PM 0 5:45 PM 1 6:45 PM 1 11:46 AM 0 12:46 PM 1 1:46 PM 1 4:46 PM 2 5:46 PM 1 6:46 PM 0 11:47 AM 0 12:47 PM 1 1:47 PM 1 4:47 PM 1 5:47 PM 1 6:47 PM 1 11:48 AM 0 12:48 PM 0 1:48 PM 1 4:48 PM 1 5:48 PM 2 6:48 PM 2 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 1 5:49 PM 1 6:49 PM 2 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 1 5:50 PM 2 6:50 PM 2 11:51 AM 0 12:51 PM 1 1:51 PM 0 4:51 PM 1 5:51 PM 1 6:51 PM 1 11:52 AM 0 12:52 PM 1 1:52 PM 1 4:52 PM 1 5:52 PM 1 6:52 PM 1 11:53 AM 1 12:53 PM 2 1:53 PM 1 4:53 PM 1 5:53 PM 1 6:53 PM 1 11:54 AM 0 12:54 PM 2 1:54 PM 1 4:54 PM 0 5:54 PM 2 6:54 PM 0 11:55 AM 0 12:55 PM 1 1:55 PM 2 4:55 PM 0 5:55 PM 1 6:55 PM 2 11:56 AM 0 12:56 PM 0 1:56 PM 2 4:56 PM 0 5:56 PM 1 6:56 PM 1 11:57 AM 0 12:57 PM 0 1:57 PM 3 4:57 PM 0 5:57 PM 1 6:57 PM 1 11:58 AM 0 12:58 PM 0 1:58 PM 2 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 1 4:59 PM 0 5:59 PM 1 6:59 PM 1 Saturday, October 15 487661 Location:Highland - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Drive-Up Parking Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 1 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 2 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 1 5:02 PM 0 6:02 PM 2 11:03 AM 1 12:03 PM 0 1:03 PM 0 4:03 PM 1 5:03 PM 0 6:03 PM 2 11:04 AM 1 12:04 PM 0 1:04 PM 0 4:04 PM 1 5:04 PM 0 6:04 PM 3 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 1 5:05 PM 0 6:05 PM 2 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 1 5:06 PM 0 6:06 PM 1 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 1 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 1 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 1 1:10 PM 0 4:10 PM 0 5:10 PM 1 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 1 6:11 PM 1 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 1 5:12 PM 1 6:12 PM 2 11:13 AM 0 12:13 PM 0 1:13 PM 1 4:13 PM 1 5:13 PM 1 6:13 PM 4 11:14 AM 0 12:14 PM 0 1:14 PM 1 4:14 PM 1 5:14 PM 0 6:14 PM 3 11:15 AM 1 12:15 PM 0 1:15 PM 0 4:15 PM 1 5:15 PM 0 6:15 PM 3 11:16 AM 1 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 3 11:17 AM 1 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 1 6:17 PM 3 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 1 6:18 PM 3 11:19 AM 0 12:19 PM 1 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 4 11:20 AM 0 12:20 PM 1 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 3 11:21 AM 0 12:21 PM 2 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 2 11:22 AM 0 12:22 PM 1 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 1 11:23 AM 0 12:23 PM 2 1:23 PM 1 4:23 PM 0 5:23 PM 1 6:23 PM 2 11:24 AM 0 12:24 PM 2 1:24 PM 1 4:24 PM 1 5:24 PM 1 6:24 PM 2 11:25 AM 0 12:25 PM 0 1:25 PM 2 4:25 PM 1 5:25 PM 1 6:25 PM 2 11:26 AM 0 12:26 PM 1 1:26 PM 2 4:26 PM 1 5:26 PM 0 6:26 PM 1 11:27 AM 0 12:27 PM 1 1:27 PM 1 4:27 PM 1 5:27 PM 0 6:27 PM 2 11:28 AM 0 12:28 PM 1 1:28 PM 1 4:28 PM 1 5:28 PM 0 6:28 PM 3 11:29 AM 0 12:29 PM 1 1:29 PM 1 4:29 PM 0 5:29 PM 0 6:29 PM 3 11:30 AM 0 12:30 PM 2 1:30 PM 1 4:30 PM 0 5:30 PM 0 6:30 PM 2 11:31 AM 0 12:31 PM 2 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 3 11:32 AM 0 12:32 PM 1 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 3 11:33 AM 0 12:33 PM 1 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 4 11:34 AM 0 12:34 PM 1 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 4 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 4 11:36 AM 0 12:36 PM 1 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 3 11:37 AM 0 12:37 PM 1 1:37 PM 0 4:37 PM 0 5:37 PM 1 6:37 PM 2 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 1 6:38 PM 3 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 4 11:40 AM 0 12:40 PM 0 1:40 PM 1 4:40 PM 0 5:40 PM 0 6:40 PM 3 11:41 AM 0 12:41 PM 0 1:41 PM 2 4:41 PM 0 5:41 PM 1 6:41 PM 4 11:42 AM 0 12:42 PM 0 1:42 PM 1 4:42 PM 0 5:42 PM 1 6:42 PM 4 11:43 AM 0 12:43 PM 0 1:43 PM 1 4:43 PM 0 5:43 PM 1 6:43 PM 3 11:44 AM 1 12:44 PM 0 1:44 PM 1 4:44 PM 0 5:44 PM 0 6:44 PM 2 11:45 AM 2 12:45 PM 0 1:45 PM 1 4:45 PM 0 5:45 PM 0 6:45 PM 2 11:46 AM 2 12:46 PM 1 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 3 11:47 AM 2 12:47 PM 1 1:47 PM 1 4:47 PM 0 5:47 PM 0 6:47 PM 3 11:48 AM 2 12:48 PM 2 1:48 PM 1 4:48 PM 0 5:48 PM 0 6:48 PM 3 11:49 AM 2 12:49 PM 2 1:49 PM 1 4:49 PM 0 5:49 PM 0 6:49 PM 1 11:50 AM 2 12:50 PM 2 1:50 PM 1 4:50 PM 0 5:50 PM 0 6:50 PM 1 11:51 AM 1 12:51 PM 1 1:51 PM 1 4:51 PM 0 5:51 PM 1 6:51 PM 2 11:52 AM 0 12:52 PM 1 1:52 PM 1 4:52 PM 0 5:52 PM 1 6:52 PM 3 11:53 AM 0 12:53 PM 1 1:53 PM 1 4:53 PM 0 5:53 PM 0 6:53 PM 3 11:54 AM 0 12:54 PM 0 1:54 PM 1 4:54 PM 0 5:54 PM 0 6:54 PM 3 11:55 AM 0 12:55 PM 1 1:55 PM 1 4:55 PM 0 5:55 PM 0 6:55 PM 3 11:56 AM 0 12:56 PM 2 1:56 PM 1 4:56 PM 0 5:56 PM 1 6:56 PM 4 11:57 AM 0 12:57 PM 0 1:57 PM 1 4:57 PM 0 5:57 PM 1 6:57 PM 4 11:58 AM 0 12:58 PM 0 1:58 PM 2 4:58 PM 0 5:58 PM 1 6:58 PM 5 11:59 AM 0 12:59 PM 0 1:59 PM 2 4:59 PM 0 5:59 PM 1 6:59 PM 5 Saturday, October 15 488662 Location:Satatoga Springs Zupas - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Outside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 0 11:23 AM 0 12:23 PM 0 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 0 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 0 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 0 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 0 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 0 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 0 6:37 PM 0 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 0 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 0 4:41 PM 0 5:41 PM 0 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 0 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 0 6:43 PM 0 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 0 5:44 PM 0 6:44 PM 0 11:45 AM 0 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 0 12:46 PM 0 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 0 11:47 AM 0 12:47 PM 0 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 0 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 0 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 0 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 0 11:51 AM 0 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 0 11:52 AM 0 12:52 PM 0 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 0 11:53 AM 0 12:53 PM 0 1:53 PM 0 4:53 PM 0 5:53 PM 0 6:53 PM 0 11:54 AM 0 12:54 PM 0 1:54 PM 0 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 0 12:55 PM 0 1:55 PM 0 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 0 12:57 PM 0 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 0 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 0 Friday, October 14 489663 Location:Satatoga Springs Zupas - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Inside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 2 12:00 PM 2 1:00 PM 1 4:00 PM 1 5:00 PM 1 6:00 PM 0 11:01 AM 3 12:01 PM 1 1:01 PM 0 4:01 PM 1 5:01 PM 2 6:01 PM 1 11:02 AM 3 12:02 PM 1 1:02 PM 0 4:02 PM 1 5:02 PM 2 6:02 PM 0 11:03 AM 3 12:03 PM 1 1:03 PM 0 4:03 PM 0 5:03 PM 2 6:03 PM 0 11:04 AM 3 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 3 6:04 PM 0 11:05 AM 3 12:05 PM 2 1:05 PM 0 4:05 PM 0 5:05 PM 3 6:05 PM 1 11:06 AM 2 12:06 PM 2 1:06 PM 0 4:06 PM 1 5:06 PM 2 6:06 PM 1 11:07 AM 0 12:07 PM 2 1:07 PM 0 4:07 PM 1 5:07 PM 1 6:07 PM 1 11:08 AM 0 12:08 PM 2 1:08 PM 1 4:08 PM 1 5:08 PM 1 6:08 PM 1 11:09 AM 0 12:09 PM 2 1:09 PM 1 4:09 PM 2 5:09 PM 1 6:09 PM 1 11:10 AM 0 12:10 PM 2 1:10 PM 1 4:10 PM 1 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 2 1:11 PM 1 4:11 PM 0 5:11 PM 0 6:11 PM 2 11:12 AM 0 12:12 PM 1 1:12 PM 2 4:12 PM 1 5:12 PM 0 6:12 PM 2 11:13 AM 1 12:13 PM 0 1:13 PM 2 4:13 PM 1 5:13 PM 0 6:13 PM 3 11:14 AM 2 12:14 PM 1 1:14 PM 3 4:14 PM 1 5:14 PM 0 6:14 PM 2 11:15 AM 1 12:15 PM 1 1:15 PM 3 4:15 PM 1 5:15 PM 0 6:15 PM 3 11:16 AM 1 12:16 PM 1 1:16 PM 2 4:16 PM 2 5:16 PM 0 6:16 PM 2 11:17 AM 0 12:17 PM 3 1:17 PM 2 4:17 PM 2 5:17 PM 0 6:17 PM 3 11:18 AM 0 12:18 PM 2 1:18 PM 2 4:18 PM 1 5:18 PM 0 6:18 PM 2 11:19 AM 0 12:19 PM 1 1:19 PM 1 4:19 PM 0 5:19 PM 0 6:19 PM 2 11:20 AM 0 12:20 PM 0 1:20 PM 3 4:20 PM 0 5:20 PM 0 6:20 PM 3 11:21 AM 0 12:21 PM 1 1:21 PM 3 4:21 PM 1 5:21 PM 2 6:21 PM 3 11:22 AM 0 12:22 PM 1 1:22 PM 2 4:22 PM 2 5:22 PM 2 6:22 PM 2 11:23 AM 0 12:23 PM 2 1:23 PM 1 4:23 PM 2 5:23 PM 1 6:23 PM 1 11:24 AM 0 12:24 PM 3 1:24 PM 2 4:24 PM 2 5:24 PM 1 6:24 PM 0 11:25 AM 0 12:25 PM 2 1:25 PM 2 4:25 PM 1 5:25 PM 1 6:25 PM 1 11:26 AM 0 12:26 PM 1 1:26 PM 1 4:26 PM 1 5:26 PM 1 6:26 PM 1 11:27 AM 0 12:27 PM 1 1:27 PM 0 4:27 PM 0 5:27 PM 2 6:27 PM 1 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 3 6:28 PM 1 11:29 AM 0 12:29 PM 0 1:29 PM 2 4:29 PM 0 5:29 PM 3 6:29 PM 0 11:30 AM 1 12:30 PM 1 1:30 PM 2 4:30 PM 0 5:30 PM 4 6:30 PM 0 11:31 AM 3 12:31 PM 2 1:31 PM 2 4:31 PM 1 5:31 PM 3 6:31 PM 0 11:32 AM 4 12:32 PM 2 1:32 PM 2 4:32 PM 0 5:32 PM 3 6:32 PM 0 11:33 AM 3 12:33 PM 1 1:33 PM 3 4:33 PM 0 5:33 PM 3 6:33 PM 1 11:34 AM 2 12:34 PM 2 1:34 PM 3 4:34 PM 0 5:34 PM 2 6:34 PM 1 11:35 AM 2 12:35 PM 2 1:35 PM 2 4:35 PM 0 5:35 PM 1 6:35 PM 2 11:36 AM 2 12:36 PM 3 1:36 PM 2 4:36 PM 0 5:36 PM 1 6:36 PM 1 11:37 AM 2 12:37 PM 3 1:37 PM 0 4:37 PM 1 5:37 PM 1 6:37 PM 2 11:38 AM 3 12:38 PM 3 1:38 PM 1 4:38 PM 1 5:38 PM 1 6:38 PM 2 11:39 AM 2 12:39 PM 0 1:39 PM 1 4:39 PM 0 5:39 PM 3 6:39 PM 2 11:40 AM 1 12:40 PM 0 1:40 PM 1 4:40 PM 1 5:40 PM 2 6:40 PM 3 11:41 AM 1 12:41 PM 0 1:41 PM 2 4:41 PM 1 5:41 PM 3 6:41 PM 4 11:42 AM 2 12:42 PM 0 1:42 PM 1 4:42 PM 1 5:42 PM 2 6:42 PM 2 11:43 AM 0 12:43 PM 0 1:43 PM 1 4:43 PM 1 5:43 PM 1 6:43 PM 2 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 2 5:44 PM 0 6:44 PM 2 11:45 AM 0 12:45 PM 2 1:45 PM 0 4:45 PM 2 5:45 PM 1 6:45 PM 2 11:46 AM 0 12:46 PM 2 1:46 PM 0 4:46 PM 1 5:46 PM 1 6:46 PM 2 11:47 AM 0 12:47 PM 3 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 5 11:48 AM 0 12:48 PM 2 1:48 PM 1 4:48 PM 0 5:48 PM 0 6:48 PM 4 11:49 AM 0 12:49 PM 2 1:49 PM 1 4:49 PM 0 5:49 PM 1 6:49 PM 3 11:50 AM 0 12:50 PM 1 1:50 PM 1 4:50 PM 1 5:50 PM 1 6:50 PM 4 11:51 AM 0 12:51 PM 1 1:51 PM 2 4:51 PM 1 5:51 PM 1 6:51 PM 4 11:52 AM 0 12:52 PM 2 1:52 PM 2 4:52 PM 0 5:52 PM 1 6:52 PM 5 11:53 AM 0 12:53 PM 1 1:53 PM 2 4:53 PM 0 5:53 PM 1 6:53 PM 3 11:54 AM 0 12:54 PM 1 1:54 PM 2 4:54 PM 0 5:54 PM 0 6:54 PM 3 11:55 AM 0 12:55 PM 2 1:55 PM 2 4:55 PM 1 5:55 PM 0 6:55 PM 3 11:56 AM 0 12:56 PM 0 1:56 PM 2 4:56 PM 1 5:56 PM 0 6:56 PM 3 11:57 AM 1 12:57 PM 1 1:57 PM 1 4:57 PM 0 5:57 PM 2 6:57 PM 2 11:58 AM 2 12:58 PM 0 1:58 PM 2 4:58 PM 0 5:58 PM 2 6:58 PM 1 11:59 AM 2 12:59 PM 0 1:59 PM 1 4:59 PM 0 5:59 PM 1 6:59 PM 1 Friday, October 14 490664 Location:Satatoga Springs Zupas - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Drive-Up Parking Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 1 4:00 PM 1 5:00 PM 1 6:00 PM 1 11:01 AM 0 12:01 PM 1 1:01 PM 0 4:01 PM 1 5:01 PM 1 6:01 PM 0 11:02 AM 0 12:02 PM 1 1:02 PM 0 4:02 PM 1 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 2 1:03 PM 0 4:03 PM 1 5:03 PM 0 6:03 PM 1 11:04 AM 0 12:04 PM 2 1:04 PM 0 4:04 PM 1 5:04 PM 0 6:04 PM 1 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 1 5:05 PM 0 6:05 PM 0 11:06 AM 1 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 1 6:06 PM 0 11:07 AM 3 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 1 6:07 PM 0 11:08 AM 3 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 1 6:08 PM 0 11:09 AM 3 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 1 6:09 PM 0 11:10 AM 2 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 2 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 2 5:11 PM 2 6:11 PM 0 11:12 AM 0 12:12 PM 1 1:12 PM 0 4:12 PM 2 5:12 PM 2 6:12 PM 0 11:13 AM 0 12:13 PM 2 1:13 PM 1 4:13 PM 2 5:13 PM 1 6:13 PM 0 11:14 AM 0 12:14 PM 2 1:14 PM 1 4:14 PM 2 5:14 PM 1 6:14 PM 0 11:15 AM 0 12:15 PM 2 1:15 PM 1 4:15 PM 2 5:15 PM 1 6:15 PM 0 11:16 AM 0 12:16 PM 1 1:16 PM 2 4:16 PM 2 5:16 PM 0 6:16 PM 2 11:17 AM 1 12:17 PM 1 1:17 PM 3 4:17 PM 2 5:17 PM 0 6:17 PM 2 11:18 AM 1 12:18 PM 2 1:18 PM 1 4:18 PM 3 5:18 PM 0 6:18 PM 2 11:19 AM 1 12:19 PM 3 1:19 PM 2 4:19 PM 4 5:19 PM 0 6:19 PM 3 11:20 AM 1 12:20 PM 3 1:20 PM 1 4:20 PM 4 5:20 PM 0 6:20 PM 3 11:21 AM 1 12:21 PM 3 1:21 PM 2 4:21 PM 4 5:21 PM 0 6:21 PM 3 11:22 AM 1 12:22 PM 3 1:22 PM 2 4:22 PM 2 5:22 PM 0 6:22 PM 3 11:23 AM 1 12:23 PM 2 1:23 PM 3 4:23 PM 3 5:23 PM 0 6:23 PM 3 11:24 AM 0 12:24 PM 1 1:24 PM 2 4:24 PM 3 5:24 PM 0 6:24 PM 3 11:25 AM 0 12:25 PM 3 1:25 PM 2 4:25 PM 3 5:25 PM 1 6:25 PM 2 11:26 AM 0 12:26 PM 3 1:26 PM 2 4:26 PM 2 5:26 PM 1 6:26 PM 1 11:27 AM 0 12:27 PM 2 1:27 PM 1 4:27 PM 3 5:27 PM 1 6:27 PM 0 11:28 AM 0 12:28 PM 3 1:28 PM 0 4:28 PM 3 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 2 1:29 PM 0 4:29 PM 1 5:29 PM 0 6:29 PM 1 11:30 AM 0 12:30 PM 2 1:30 PM 0 4:30 PM 1 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 2 1:31 PM 0 4:31 PM 1 5:31 PM 1 6:31 PM 2 11:32 AM 0 12:32 PM 1 1:32 PM 0 4:32 PM 2 5:32 PM 1 6:32 PM 2 11:33 AM 1 12:33 PM 1 1:33 PM 0 4:33 PM 2 5:33 PM 2 6:33 PM 1 11:34 AM 1 12:34 PM 1 1:34 PM 0 4:34 PM 2 5:34 PM 2 6:34 PM 1 11:35 AM 1 12:35 PM 0 1:35 PM 1 4:35 PM 2 5:35 PM 3 6:35 PM 2 11:36 AM 2 12:36 PM 0 1:36 PM 1 4:36 PM 2 5:36 PM 2 6:36 PM 2 11:37 AM 2 12:37 PM 0 1:37 PM 2 4:37 PM 2 5:37 PM 1 6:37 PM 3 11:38 AM 2 12:38 PM 2 1:38 PM 2 4:38 PM 2 5:38 PM 1 6:38 PM 2 11:39 AM 3 12:39 PM 3 1:39 PM 2 4:39 PM 3 5:39 PM 1 6:39 PM 1 11:40 AM 4 12:40 PM 1 1:40 PM 1 4:40 PM 2 5:40 PM 1 6:40 PM 2 11:41 AM 4 12:41 PM 1 1:41 PM 1 4:41 PM 2 5:41 PM 1 6:41 PM 3 11:42 AM 2 12:42 PM 0 1:42 PM 0 4:42 PM 1 5:42 PM 1 6:42 PM 2 11:43 AM 2 12:43 PM 0 1:43 PM 0 4:43 PM 1 5:43 PM 1 6:43 PM 3 11:44 AM 1 12:44 PM 0 1:44 PM 1 4:44 PM 1 5:44 PM 0 6:44 PM 3 11:45 AM 0 12:45 PM 0 1:45 PM 1 4:45 PM 1 5:45 PM 0 6:45 PM 3 11:46 AM 0 12:46 PM 1 1:46 PM 1 4:46 PM 2 5:46 PM 0 6:46 PM 1 11:47 AM 0 12:47 PM 1 1:47 PM 1 4:47 PM 1 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 2 1:48 PM 1 4:48 PM 2 5:48 PM 0 6:48 PM 1 11:49 AM 0 12:49 PM 2 1:49 PM 0 4:49 PM 2 5:49 PM 0 6:49 PM 1 11:50 AM 0 12:50 PM 3 1:50 PM 0 4:50 PM 2 5:50 PM 0 6:50 PM 2 11:51 AM 0 12:51 PM 3 1:51 PM 0 4:51 PM 2 5:51 PM 0 6:51 PM 1 11:52 AM 0 12:52 PM 2 1:52 PM 1 4:52 PM 2 5:52 PM 1 6:52 PM 1 11:53 AM 0 12:53 PM 1 1:53 PM 1 4:53 PM 3 5:53 PM 1 6:53 PM 2 11:54 AM 0 12:54 PM 1 1:54 PM 2 4:54 PM 1 5:54 PM 1 6:54 PM 3 11:55 AM 0 12:55 PM 1 1:55 PM 2 4:55 PM 1 5:55 PM 1 6:55 PM 2 11:56 AM 0 12:56 PM 1 1:56 PM 2 4:56 PM 1 5:56 PM 0 6:56 PM 1 11:57 AM 0 12:57 PM 0 1:57 PM 2 4:57 PM 1 5:57 PM 0 6:57 PM 2 11:58 AM 0 12:58 PM 1 1:58 PM 1 4:58 PM 2 5:58 PM 0 6:58 PM 2 11:59 AM 0 12:59 PM 1 1:59 PM 1 4:59 PM 1 5:59 PM 0 6:59 PM 3 Friday, October 14 491665 Location:Satatoga Springs Zupas - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Outside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 0 1:00 PM 0 4:00 PM 0 5:00 PM 0 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 0 4:01 PM 0 5:01 PM 0 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 0 4:02 PM 0 5:02 PM 0 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 0 5:03 PM 0 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 0 5:04 PM 0 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 0 1:06 PM 0 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 0 1:07 PM 0 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 0 1:08 PM 0 4:08 PM 0 5:08 PM 0 6:08 PM 0 11:09 AM 0 12:09 PM 0 1:09 PM 0 4:09 PM 0 5:09 PM 0 6:09 PM 0 11:10 AM 0 12:10 PM 0 1:10 PM 0 4:10 PM 0 5:10 PM 0 6:10 PM 0 11:11 AM 0 12:11 PM 0 1:11 PM 0 4:11 PM 0 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 0 1:12 PM 0 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 0 1:13 PM 0 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 0 4:14 PM 0 5:14 PM 0 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 0 4:15 PM 0 5:15 PM 0 6:15 PM 0 11:16 AM 0 12:16 PM 0 1:16 PM 0 4:16 PM 0 5:16 PM 0 6:16 PM 0 11:17 AM 0 12:17 PM 0 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 0 1:18 PM 0 4:18 PM 0 5:18 PM 0 6:18 PM 0 11:19 AM 0 12:19 PM 0 1:19 PM 0 4:19 PM 0 5:19 PM 0 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 0 1:22 PM 0 4:22 PM 0 5:22 PM 0 6:22 PM 0 11:23 AM 0 12:23 PM 0 1:23 PM 0 4:23 PM 0 5:23 PM 0 6:23 PM 0 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 0 5:24 PM 0 6:24 PM 0 11:25 AM 0 12:25 PM 0 1:25 PM 0 4:25 PM 0 5:25 PM 0 6:25 PM 0 11:26 AM 0 12:26 PM 0 1:26 PM 0 4:26 PM 0 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 0 1:28 PM 0 4:28 PM 0 5:28 PM 0 6:28 PM 0 11:29 AM 0 12:29 PM 0 1:29 PM 0 4:29 PM 0 5:29 PM 0 6:29 PM 0 11:30 AM 0 12:30 PM 0 1:30 PM 0 4:30 PM 0 5:30 PM 0 6:30 PM 0 11:31 AM 0 12:31 PM 0 1:31 PM 0 4:31 PM 0 5:31 PM 0 6:31 PM 0 11:32 AM 0 12:32 PM 0 1:32 PM 0 4:32 PM 0 5:32 PM 0 6:32 PM 0 11:33 AM 0 12:33 PM 0 1:33 PM 0 4:33 PM 0 5:33 PM 0 6:33 PM 0 11:34 AM 0 12:34 PM 0 1:34 PM 0 4:34 PM 0 5:34 PM 0 6:34 PM 0 11:35 AM 0 12:35 PM 0 1:35 PM 0 4:35 PM 0 5:35 PM 0 6:35 PM 0 11:36 AM 0 12:36 PM 0 1:36 PM 0 4:36 PM 0 5:36 PM 0 6:36 PM 0 11:37 AM 0 12:37 PM 0 1:37 PM 0 4:37 PM 0 5:37 PM 0 6:37 PM 0 11:38 AM 0 12:38 PM 0 1:38 PM 0 4:38 PM 0 5:38 PM 0 6:38 PM 0 11:39 AM 0 12:39 PM 0 1:39 PM 0 4:39 PM 0 5:39 PM 0 6:39 PM 0 11:40 AM 0 12:40 PM 0 1:40 PM 0 4:40 PM 0 5:40 PM 0 6:40 PM 0 11:41 AM 0 12:41 PM 0 1:41 PM 0 4:41 PM 0 5:41 PM 0 6:41 PM 0 11:42 AM 0 12:42 PM 0 1:42 PM 0 4:42 PM 0 5:42 PM 0 6:42 PM 0 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 0 6:43 PM 0 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 0 5:44 PM 0 6:44 PM 0 11:45 AM 0 12:45 PM 0 1:45 PM 0 4:45 PM 0 5:45 PM 0 6:45 PM 0 11:46 AM 0 12:46 PM 0 1:46 PM 0 4:46 PM 0 5:46 PM 0 6:46 PM 0 11:47 AM 0 12:47 PM 0 1:47 PM 0 4:47 PM 0 5:47 PM 0 6:47 PM 0 11:48 AM 0 12:48 PM 0 1:48 PM 0 4:48 PM 0 5:48 PM 0 6:48 PM 0 11:49 AM 0 12:49 PM 0 1:49 PM 0 4:49 PM 0 5:49 PM 0 6:49 PM 0 11:50 AM 0 12:50 PM 0 1:50 PM 0 4:50 PM 0 5:50 PM 0 6:50 PM 0 11:51 AM 0 12:51 PM 0 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 0 11:52 AM 0 12:52 PM 0 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 0 11:53 AM 0 12:53 PM 1 1:53 PM 0 4:53 PM 0 5:53 PM 0 6:53 PM 0 11:54 AM 0 12:54 PM 1 1:54 PM 0 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 0 12:55 PM 1 1:55 PM 0 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 0 12:56 PM 0 1:56 PM 0 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 0 12:57 PM 0 1:57 PM 0 4:57 PM 0 5:57 PM 0 6:57 PM 0 11:58 AM 0 12:58 PM 0 1:58 PM 0 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 0 12:59 PM 0 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 0 Saturday, October 15 492666 Location:Satatoga Springs Zupas - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Inside Queue Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 1 1:00 PM 0 4:00 PM 0 5:00 PM 1 6:00 PM 0 11:01 AM 0 12:01 PM 0 1:01 PM 1 4:01 PM 0 5:01 PM 2 6:01 PM 0 11:02 AM 0 12:02 PM 0 1:02 PM 1 4:02 PM 0 5:02 PM 2 6:02 PM 0 11:03 AM 0 12:03 PM 0 1:03 PM 0 4:03 PM 1 5:03 PM 1 6:03 PM 0 11:04 AM 0 12:04 PM 0 1:04 PM 0 4:04 PM 1 5:04 PM 1 6:04 PM 0 11:05 AM 0 12:05 PM 0 1:05 PM 0 4:05 PM 0 5:05 PM 0 6:05 PM 0 11:06 AM 0 12:06 PM 1 1:06 PM 1 4:06 PM 0 5:06 PM 0 6:06 PM 0 11:07 AM 0 12:07 PM 1 1:07 PM 1 4:07 PM 0 5:07 PM 0 6:07 PM 0 11:08 AM 0 12:08 PM 1 1:08 PM 1 4:08 PM 2 5:08 PM 0 6:08 PM 1 11:09 AM 0 12:09 PM 1 1:09 PM 1 4:09 PM 2 5:09 PM 1 6:09 PM 0 11:10 AM 0 12:10 PM 1 1:10 PM 1 4:10 PM 2 5:10 PM 1 6:10 PM 0 11:11 AM 0 12:11 PM 1 1:11 PM 2 4:11 PM 0 5:11 PM 1 6:11 PM 0 11:12 AM 1 12:12 PM 1 1:12 PM 2 4:12 PM 0 5:12 PM 1 6:12 PM 1 11:13 AM 1 12:13 PM 0 1:13 PM 1 4:13 PM 0 5:13 PM 0 6:13 PM 0 11:14 AM 0 12:14 PM 0 1:14 PM 2 4:14 PM 0 5:14 PM 1 6:14 PM 0 11:15 AM 0 12:15 PM 0 1:15 PM 2 4:15 PM 0 5:15 PM 1 6:15 PM 0 11:16 AM 0 12:16 PM 1 1:16 PM 0 4:16 PM 0 5:16 PM 1 6:16 PM 0 11:17 AM 0 12:17 PM 1 1:17 PM 0 4:17 PM 0 5:17 PM 0 6:17 PM 0 11:18 AM 0 12:18 PM 1 1:18 PM 0 4:18 PM 0 5:18 PM 1 6:18 PM 0 11:19 AM 0 12:19 PM 1 1:19 PM 0 4:19 PM 1 5:19 PM 2 6:19 PM 0 11:20 AM 0 12:20 PM 0 1:20 PM 0 4:20 PM 1 5:20 PM 3 6:20 PM 1 11:21 AM 0 12:21 PM 0 1:21 PM 0 4:21 PM 3 5:21 PM 4 6:21 PM 1 11:22 AM 0 12:22 PM 1 1:22 PM 1 4:22 PM 2 5:22 PM 3 6:22 PM 1 11:23 AM 1 12:23 PM 0 1:23 PM 0 4:23 PM 1 5:23 PM 2 6:23 PM 2 11:24 AM 0 12:24 PM 0 1:24 PM 0 4:24 PM 1 5:24 PM 1 6:24 PM 1 11:25 AM 0 12:25 PM 1 1:25 PM 0 4:25 PM 1 5:25 PM 1 6:25 PM 0 11:26 AM 0 12:26 PM 2 1:26 PM 0 4:26 PM 1 5:26 PM 0 6:26 PM 0 11:27 AM 0 12:27 PM 2 1:27 PM 0 4:27 PM 0 5:27 PM 0 6:27 PM 0 11:28 AM 0 12:28 PM 1 1:28 PM 0 4:28 PM 1 5:28 PM 0 6:28 PM 2 11:29 AM 0 12:29 PM 0 1:29 PM 1 4:29 PM 1 5:29 PM 1 6:29 PM 3 11:30 AM 0 12:30 PM 0 1:30 PM 1 4:30 PM 1 5:30 PM 1 6:30 PM 2 11:31 AM 0 12:31 PM 0 1:31 PM 2 4:31 PM 1 5:31 PM 1 6:31 PM 2 11:32 AM 0 12:32 PM 0 1:32 PM 2 4:32 PM 1 5:32 PM 2 6:32 PM 3 11:33 AM 0 12:33 PM 0 1:33 PM 1 4:33 PM 0 5:33 PM 3 6:33 PM 3 11:34 AM 1 12:34 PM 0 1:34 PM 1 4:34 PM 1 5:34 PM 3 6:34 PM 3 11:35 AM 1 12:35 PM 0 1:35 PM 0 4:35 PM 1 5:35 PM 2 6:35 PM 4 11:36 AM 0 12:36 PM 2 1:36 PM 0 4:36 PM 1 5:36 PM 1 6:36 PM 4 11:37 AM 0 12:37 PM 2 1:37 PM 1 4:37 PM 0 5:37 PM 0 6:37 PM 3 11:38 AM 1 12:38 PM 2 1:38 PM 0 4:38 PM 0 5:38 PM 1 6:38 PM 3 11:39 AM 1 12:39 PM 1 1:39 PM 0 4:39 PM 1 5:39 PM 1 6:39 PM 1 11:40 AM 0 12:40 PM 1 1:40 PM 1 4:40 PM 1 5:40 PM 1 6:40 PM 0 11:41 AM 1 12:41 PM 0 1:41 PM 3 4:41 PM 1 5:41 PM 1 6:41 PM 2 11:42 AM 0 12:42 PM 0 1:42 PM 2 4:42 PM 0 5:42 PM 1 6:42 PM 2 11:43 AM 0 12:43 PM 0 1:43 PM 0 4:43 PM 0 5:43 PM 1 6:43 PM 2 11:44 AM 0 12:44 PM 0 1:44 PM 0 4:44 PM 1 5:44 PM 0 6:44 PM 5 11:45 AM 1 12:45 PM 0 1:45 PM 1 4:45 PM 1 5:45 PM 1 6:45 PM 4 11:46 AM 0 12:46 PM 0 1:46 PM 1 4:46 PM 0 5:46 PM 1 6:46 PM 4 11:47 AM 0 12:47 PM 1 1:47 PM 0 4:47 PM 1 5:47 PM 2 6:47 PM 4 11:48 AM 0 12:48 PM 1 1:48 PM 0 4:48 PM 2 5:48 PM 1 6:48 PM 2 11:49 AM 0 12:49 PM 0 1:49 PM 3 4:49 PM 1 5:49 PM 0 6:49 PM 1 11:50 AM 0 12:50 PM 1 1:50 PM 2 4:50 PM 0 5:50 PM 0 6:50 PM 1 11:51 AM 1 12:51 PM 1 1:51 PM 0 4:51 PM 0 5:51 PM 0 6:51 PM 1 11:52 AM 1 12:52 PM 3 1:52 PM 0 4:52 PM 0 5:52 PM 0 6:52 PM 1 11:53 AM 1 12:53 PM 4 1:53 PM 0 4:53 PM 1 5:53 PM 0 6:53 PM 0 11:54 AM 1 12:54 PM 4 1:54 PM 1 4:54 PM 0 5:54 PM 0 6:54 PM 0 11:55 AM 2 12:55 PM 4 1:55 PM 2 4:55 PM 0 5:55 PM 0 6:55 PM 0 11:56 AM 2 12:56 PM 4 1:56 PM 2 4:56 PM 0 5:56 PM 0 6:56 PM 0 11:57 AM 1 12:57 PM 4 1:57 PM 2 4:57 PM 1 5:57 PM 0 6:57 PM 0 11:58 AM 2 12:58 PM 3 1:58 PM 0 4:58 PM 1 5:58 PM 0 6:58 PM 1 11:59 AM 1 12:59 PM 1 1:59 PM 0 4:59 PM 2 5:59 PM 0 6:59 PM 0 Saturday, October 15 493667 Location:Satatoga Springs Zupas - Zupas Date: Time:11AM-2PM & 4PM-7PM Queue Location:Drive-Up Parking Time Queue Time Queue Time Queue Time Queue Time Queue Time Queue 11:00 AM 0 12:00 PM 3 1:00 PM 5 4:00 PM 2 5:00 PM 1 6:00 PM 0 11:01 AM 0 12:01 PM 2 1:01 PM 5 4:01 PM 2 5:01 PM 1 6:01 PM 0 11:02 AM 0 12:02 PM 2 1:02 PM 4 4:02 PM 2 5:02 PM 1 6:02 PM 0 11:03 AM 0 12:03 PM 2 1:03 PM 3 4:03 PM 1 5:03 PM 1 6:03 PM 0 11:04 AM 0 12:04 PM 1 1:04 PM 3 4:04 PM 0 5:04 PM 1 6:04 PM 0 11:05 AM 0 12:05 PM 1 1:05 PM 1 4:05 PM 1 5:05 PM 2 6:05 PM 0 11:06 AM 0 12:06 PM 1 1:06 PM 1 4:06 PM 1 5:06 PM 1 6:06 PM 0 11:07 AM 0 12:07 PM 1 1:07 PM 0 4:07 PM 1 5:07 PM 1 6:07 PM 0 11:08 AM 0 12:08 PM 1 1:08 PM 0 4:08 PM 1 5:08 PM 1 6:08 PM 0 11:09 AM 0 12:09 PM 1 1:09 PM 0 4:09 PM 1 5:09 PM 1 6:09 PM 0 11:10 AM 0 12:10 PM 2 1:10 PM 1 4:10 PM 0 5:10 PM 1 6:10 PM 0 11:11 AM 0 12:11 PM 2 1:11 PM 1 4:11 PM 1 5:11 PM 0 6:11 PM 0 11:12 AM 0 12:12 PM 2 1:12 PM 1 4:12 PM 0 5:12 PM 0 6:12 PM 0 11:13 AM 0 12:13 PM 3 1:13 PM 2 4:13 PM 0 5:13 PM 1 6:13 PM 0 11:14 AM 1 12:14 PM 3 1:14 PM 1 4:14 PM 0 5:14 PM 1 6:14 PM 0 11:15 AM 1 12:15 PM 1 1:15 PM 1 4:15 PM 0 5:15 PM 1 6:15 PM 0 11:16 AM 1 12:16 PM 1 1:16 PM 3 4:16 PM 0 5:16 PM 1 6:16 PM 0 11:17 AM 1 12:17 PM 1 1:17 PM 3 4:17 PM 0 5:17 PM 2 6:17 PM 0 11:18 AM 1 12:18 PM 1 1:18 PM 3 4:18 PM 0 5:18 PM 1 6:18 PM 0 11:19 AM 1 12:19 PM 0 1:19 PM 3 4:19 PM 0 5:19 PM 1 6:19 PM 0 11:20 AM 0 12:20 PM 1 1:20 PM 3 4:20 PM 0 5:20 PM 0 6:20 PM 0 11:21 AM 0 12:21 PM 1 1:21 PM 3 4:21 PM 0 5:21 PM 0 6:21 PM 0 11:22 AM 0 12:22 PM 1 1:22 PM 1 4:22 PM 0 5:22 PM 1 6:22 PM 0 11:23 AM 0 12:23 PM 1 1:23 PM 0 4:23 PM 0 5:23 PM 1 6:23 PM 0 11:24 AM 0 12:24 PM 1 1:24 PM 0 4:24 PM 0 5:24 PM 2 6:24 PM 1 11:25 AM 0 12:25 PM 1 1:25 PM 0 4:25 PM 0 5:25 PM 2 6:25 PM 1 11:26 AM 0 12:26 PM 1 1:26 PM 0 4:26 PM 0 5:26 PM 1 6:26 PM 1 11:27 AM 0 12:27 PM 0 1:27 PM 0 4:27 PM 1 5:27 PM 1 6:27 PM 2 11:28 AM 0 12:28 PM 1 1:28 PM 0 4:28 PM 2 5:28 PM 1 6:28 PM 2 11:29 AM 0 12:29 PM 2 1:29 PM 0 4:29 PM 2 5:29 PM 0 6:29 PM 1 11:30 AM 0 12:30 PM 2 1:30 PM 0 4:30 PM 3 5:30 PM 0 6:30 PM 2 11:31 AM 0 12:31 PM 1 1:31 PM 0 4:31 PM 2 5:31 PM 2 6:31 PM 2 11:32 AM 0 12:32 PM 1 1:32 PM 1 4:32 PM 2 5:32 PM 2 6:32 PM 2 11:33 AM 0 12:33 PM 1 1:33 PM 2 4:33 PM 3 5:33 PM 2 6:33 PM 3 11:34 AM 0 12:34 PM 1 1:34 PM 3 4:34 PM 2 5:34 PM 2 6:34 PM 3 11:35 AM 0 12:35 PM 1 1:35 PM 3 4:35 PM 2 5:35 PM 1 6:35 PM 2 11:36 AM 1 12:36 PM 0 1:36 PM 4 4:36 PM 2 5:36 PM 3 6:36 PM 1 11:37 AM 1 12:37 PM 0 1:37 PM 4 4:37 PM 3 5:37 PM 4 6:37 PM 2 11:38 AM 1 12:38 PM 0 1:38 PM 4 4:38 PM 2 5:38 PM 3 6:38 PM 3 11:39 AM 1 12:39 PM 1 1:39 PM 4 4:39 PM 1 5:39 PM 1 6:39 PM 3 11:40 AM 2 12:40 PM 1 1:40 PM 4 4:40 PM 1 5:40 PM 1 6:40 PM 3 11:41 AM 1 12:41 PM 2 1:41 PM 2 4:41 PM 1 5:41 PM 1 6:41 PM 3 11:42 AM 1 12:42 PM 2 1:42 PM 3 4:42 PM 2 5:42 PM 2 6:42 PM 3 11:43 AM 1 12:43 PM 0 1:43 PM 2 4:43 PM 1 5:43 PM 1 6:43 PM 3 11:44 AM 0 12:44 PM 0 1:44 PM 2 4:44 PM 1 5:44 PM 2 6:44 PM 3 11:45 AM 0 12:45 PM 0 1:45 PM 1 4:45 PM 0 5:45 PM 2 6:45 PM 4 11:46 AM 0 12:46 PM 0 1:46 PM 1 4:46 PM 1 5:46 PM 0 6:46 PM 3 11:47 AM 0 12:47 PM 0 1:47 PM 1 4:47 PM 0 5:47 PM 0 6:47 PM 4 11:48 AM 0 12:48 PM 0 1:48 PM 1 4:48 PM 0 5:48 PM 1 6:48 PM 4 11:49 AM 0 12:49 PM 1 1:49 PM 1 4:49 PM 0 5:49 PM 1 6:49 PM 4 11:50 AM 0 12:50 PM 1 1:50 PM 3 4:50 PM 1 5:50 PM 1 6:50 PM 3 11:51 AM 0 12:51 PM 1 1:51 PM 4 4:51 PM 1 5:51 PM 1 6:51 PM 3 11:52 AM 0 12:52 PM 1 1:52 PM 3 4:52 PM 1 5:52 PM 0 6:52 PM 2 11:53 AM 0 12:53 PM 0 1:53 PM 3 4:53 PM 1 5:53 PM 0 6:53 PM 2 11:54 AM 1 12:54 PM 1 1:54 PM 3 4:54 PM 1 5:54 PM 0 6:54 PM 2 11:55 AM 1 12:55 PM 1 1:55 PM 2 4:55 PM 2 5:55 PM 0 6:55 PM 1 11:56 AM 1 12:56 PM 1 1:56 PM 0 4:56 PM 1 5:56 PM 0 6:56 PM 0 11:57 AM 2 12:57 PM 2 1:57 PM 0 4:57 PM 1 5:57 PM 0 6:57 PM 0 11:58 AM 2 12:58 PM 3 1:58 PM 2 4:58 PM 0 5:58 PM 0 6:58 PM 0 11:59 AM 3 12:59 PM 4 1:59 PM 0 4:59 PM 0 5:59 PM 0 6:59 PM 1 Saturday, October 15 494668 From:David Benedict Sent:Friday, May 19, 2023 9:25 AM To:Generous, Bob <bgenerous@chanhassenmn.gov> Cc:Maass, Eric <emaass@chanhassenmn.gov>; Young-Walters, MacKenzie <mwalters@chanhassenmn.gov> Subject:Resident Feedback: Case #: 2023-08 (Cafe Zupas) Hi Bob, I will be out of town on June 6th, so I am sharing my feedback on the Cafe Zupas proposal. A few questions and thoughts... Questions How is that property currently zoned? use, density, etc. Has the city received/ know about any other potential activity on that site? My opinions That site is one of the premier, undeveloped parking lots downtown A drive-thru cafe is a massive underutilization of the site o I was very disappointed when I found out the "proposed development" was a drive-thru Cafe Zupas. I mean no disrespect to the Cafe (I lived near one in Edina) o I'm all for adding more restaurants to our city The entire length of that parking lot should be developed as a mixed use (i.e., residential and commercial) that brings buildings right up to W 78th o Notable examples of archetypes would be downtown Hopkins, 50th and France in Edina, or even the parking lot developments of Southdale We need to find a way to build more housing and greater density downtown Chanhassen o I'm talking about simple stick builds of 4-6 stories (we shouldn't be afraid of this!) o This feeling applies to other underutilized sites, including the Cub area, Dinner Theater area, Target area, etc. o Correcting zoning issues if applicable Thank you for your time! Best, David Benedict 612-406-9474 495669 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COLTNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on May 25, 2023,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 to consider a request for a Subdivision, Site plan Review with variances, and a Conditional Use Permit for a drive- through restaurant located at 800 W. 78th Street. Property Owner: Joe Schlosser, West Viltage Station LLC, Applicant: Carf6 Zupas 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 County, Minnesota, and by other appropriate records.- City Subscribed and sworn to before me this 25 day of 2023 Public 496670 Building Location Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. ihis map is a compitation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The city does not warrant that the Geographic lnformation System (GlS) tiata used to prepare this map are error free, and the C1y does not represeni that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the iepiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota StItutls $+OO.OS, Subd. 21 (2000), and the user of this map acknowledges that the City shall ndt be liable for any damages, and expressly waives all claims, and agrees to dlfend, indemnify, and hold harmless the City from any and all claims brought O! User, its employees or agents, or third parties which arise out of the user's access or r rqF ^f ,lata nrnrrialaal (TAX_NAMED <TAX-ADD-LI> (TAX_ADD_L2D (Next Record><TAX-NAMED (TAX_ADD_LID (TAX_ADD_L2D Building Location Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. ihis map is a cohpitation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The city does not warrant that the Geographic lnformation system (Gls) Data used to prepare this map are error free, and the city does not represeni that tire GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the bepiction oi geographic features. The preceding disclaimer is provided pursuant to Minnesota Sfitutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the city snall not be liable for any damages, and expressly waives all claims, and agrees to dlfend, indemnify, and hold harmless the City from any and all claims brought ni User, its employees or agents, or third parties which arise out of the user's access or r reF 6f dale nravialFrl -! F- ry :E' ct {o:< ; -F -;irl JrFa1ryry *!.{E *".1 E I i 1.: t-:[o 3,oY E lAtfu ..r- -' .,t * 'rEI i"I 497671 Chanhassen Notice of Public Hearing Commission Meeti Tuesday, June 6, 2023 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order ofthe agenda-Date & Time CiW Hall Council Chambers, 7700 Market Blvd.Location: Consider a request for a Subdivision, Site Plan Review with variances, and a Conditional Use Permit for a drive-through restaurant located at 800 W. 78th Street. Proposal: Cafe ZupasApplicant: Joe Schlosser, West Village StationOwner: Property Location: 800 w is on the reverse side of Street What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: l. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. To view project documents before the meeting, please visit the City's proposed development webpage at: www.ci.chanhassen.mn.us/oroDoseddevelopments. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous@chanhassenmn.gov or by phone at 952-227-l l3l. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Questions & Comments: Sign up to receive email updates about this or other projects. Go to https ://www.chanhassenmn.qov/i-want-to/su bscribe City Review Procedure: . dubdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lntarim Uses, Wetland Alterations, Rezonings, Comprahensive plan Amendments, Variancos, Appeals, and Code Amendments require a public hearing bafore the Planning Commission. City ordinanes requira all property within 5OO feet of the subject site to be notified of the appli€tion in writing. Any interested party is invited to attend the meeting. . Staff prepares a report on the subject appli€tion that includes all pertinent information and a recommendation. These reports are available by request. At tha Planning Commission meeting, staff will give a verbal overyiew of the report and a recommendation. The item will be opened for the public to apeak about the proposal as a part of the hearing pro@ss. The Commission will close the public hearing and tiscuss the 1em and maie a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partiy the planning Commission's rocommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council ex@pt rezonings and land use amendments from residential to @mmercial/industrial. . Minnesota State Statute 519.99 requires all applications to be proessed within 60 days unless the appli@nt waives lhis standard. Some applications due to their mmplexity may take several months to @mplete. Any person wishing to follow an item through the proess ihould check with the Planning Department regarding its status and scheduling for the City Council meeting . A neighborhood spokesperson/reprasentative is en@uraged to provide a contact for the city. Often developers are enmuraged to meet;ith the neighborh@d regarding their proposal. Staff is als available to review the prcject with any interested per$n(s). . Beeuse the Planning Commission holds the public hearing, the City Council does not. Minules are taken and any @respondsn@ regarding the applicaiion will be includad in the rsport to the City Council. lf you wish to have something to be included in the report, olease contacl the Planning Staff person named on the notification Notice of Public Hearing Chanhassen Planni Commission Date & Time:Tuesday, June 6, 2023 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. CiW Hall Council Chambers,7700 Mar!qlp\(.Location: Consider a request for a Subdivision, Site Plan Review with variances, and a Conditional Use Permit for a drive- through restaurant located at 800 W. 78th Street. Proposal: Cafe ZupasApplicant: Joe Schlosser, West StationOwner: 800 w is on the reverse StreetPropefi Location: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: I . Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Planning Commission discusses the project. \lUhat Happens at the Meeting: To view project documents before the meeting, please visit the City's proposed development webpage at: www.ci.chanhassen.mn.us/DroDoseddevelopments. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous@chanhassenmn.gov or by phone at952-227-l l3l. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeting. Questions & Comments: Sign up to receive email updates about this or other projects. Go to https : //www. c h a n h as se n m n . q ov/i-wa nt-to/s u bsc ri be City Review Prccedurc: Ir Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and lnterim Uses, Wetland Alteratrons, Rezonings, ] Comprehensive Plan Amendmants, Variances, Appeals, and Code Amendments require a public hearing before the Planning . Commission. City ordinan@s requirs all property within 5OO feet of the subject site to be notified of the application in writing Any interestod party is invited to attend the meeting. . Staff prepares a report on the subject appli€tion that inciudes all pertinent information and a rercmmendation. These reports are available by request. At the Plan;ing iommission meeting, staff will give a verbal overuiew of the report and a re@mmendation. Tha itam will be opened for the publii to speak about the prcposal as a part of the hearing p,roce,ss. The Commission will close the public hearing ant discuss th6 iiem and mako a recommendation to the City Council. Tho City Council may reverse, affirm or modify wholly-or partly the Planning Commission's recommendation. Rezonings, land use and @de amendments take a simple majority voteot tire City Councit erept rezonings and land use amendments from residential to commercial/industrial. . Minnesola State Statute 519.99 requires allapplietions to be pro@ssed within 60 days unless the appli€nt waives this standard. Some appli€tions dua to their complexity may take several monlhs to @mplete. Any person wishing to follow an item through the process ihould check with the Planning Department regarding its status and scheduling for the City Council meting. . A neignOorhood spokesperson/representative is enmuraged to provide a mntact for the city. Often developers are en@uraged to meet with the neighborhood rega;ding their proposal. Staff is also available to review the prciect with any interested person(s). . Be€use the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any @responden@ regaiding the appli€tion will be included in th6 report to the City Council. lf you wish to have something to be included in the report, please contaci the Planning Staff person named on the notifietion.498672 Tax name 5358 JACKSON DRIVE AARON V GUSPIEL LLC ABD BU AGG ALAN D FARKAS ALEX TSEGAI ALICE M LYON ALLAN H SOLHEIM ALSARA PROPERTIES AMY R MURPHY HUTCHINSON LLC A NDRES DIAZ MICHAUS NNA DERAAD ASHLEY NEATON BARRY MORTENSON BERCH HOLDINGS LLC BETH A BENZIE BEVERLY SUMNER HEWITT BIJAN AKRADI BILL Y ZHOU BODKIN PROPERTIES LLC BRADLEY BLADINE BRADLEY N RUHL BRINDA L TERZICH CAGNEY FAMILY TRUST CAROL A THUENING LIVING TRUST CAROL E GOUGH CAROL H PETERSON CARVER COUNTY CARVER COUNW CDA CHLOE OLSON CHRIS E & CAROLYN CHRISTINA WELCH HOOKER Tax add 11 5425 BOONE AVE N 15553 RANCHVIEW CT 7709 NICHOLAS WAY 750 WEST VILLAGE RD # 106 6400 CHATHAM WAY 10041 LEE DR #10L 889 KIMBERLY LN 7637 NICHOLAS WAY PO BOX 8694 109 GOATHILL RD 18528 WYNNFIELD RD 7619 NICHOLAS WAY 412 PLEASANT LN 7693 NICHOLAS WAY 261 SCHOOL AVE # 240 938 KELLY CT 2645 CHRISTIAN CT 906 KIMBERLY LN 3434 LEXINGTON AVE N #4OO 6357 CLIFFWOOD CIR 6791 BRIARWOOD CT 11.916 TERRAZA CIR 7621 NICHOLAS WAY 2O8O LAKE WINDWARD DR 917 KELLY CT 870 KIMBERLY LN 903 KIMBERLY LN 602 4TH ST E 705 WALNUT ST N 770 WEST VILLAGE RD #107 61,19 294TH STREET CT 4035 APACHE DR Tax add 12 NEW HOPE, MN 55428-3614 WAYZATA, MN 55391. l UL-RAHIM AHMED L MONSUR PROPERTIES LLC CHANHASSEN, MN CHANHASSEN, MN EDEN PRAIRIE, MN EDEN PRAIRIE, MN 55317- 5s317- s5346- 55347-4805 740 WEST VILLAGE RD CHAN HASSEN, M N 55!1-7-7533 CHANHASSEN, MN 55317-9705 CHANHASSEN, MN 55317 -7 545 SAINTJOSEPH, MO 64508- MOORESVI LLE, NC 281.17 - EDEN PRAIRIE, MN 55347- CHANHASSEN, MN 55317- CHASKA, MN 55318- CHAN HASSE N, M N 55317 -7 543 EXCELSIOR, MN 55331-1932 CHANHASSEN, MN 55317 -87 L4 CHASKA, MN 55318- CHANHASSEN, MN 55317- SHOREVIEW, MN 55126- EXCELSIOR, MN 55331- CHANHASSEN, MN 55317- AUSTIN, TX78726-2351. CHANHASSEN, MN 55317 -7 545 ALPHARETTA, GA 3OOO5- CHANHASSEN, MN CHANHASSEN, MN 55317- 55377-9705 CHAN HASSE N, M N 55317 -977 9 CHASKA, MN 55318-2102 CHASKA, MN 553].8-2039 CHANHASSEN, MN 55317- CANNON FALLS, MN 55009-9233 HAMEL, MN 55340-9703 499673 CHRISTOPHER E ANDERSON CHRISTOPHER R KENEALY COLIN E KLUEGEL COLIN P PAARMANN CONNIE LEE SCHIBILLA CONSUELO AGUIRRE LOPEZ CORINE E MACKEDANZ COURTNEY P DECKER CYNTHIA L EHLEN DANIEL BAKER DANNA L ROSENTHAL DAVID A KAYS DAVID LADD DAVID W DICKINSON AND MARVIS J DICKINSON DECHANG SUN DENISE E BERRY DENISE E PEPPE DONALD DUDZIAK DONALD R RYE EDIN MALCINOVIC ELDON BONTREGER ERIC FORMICO ERIN STOLTZ FRANK FORMICO GARTHR&JILLKPETERSON GBM REALTY SOUTHCROSS GBM REALTY SOUTHCROSS LLC GERRY GIBBS GIOVANNI F RIVA GRANTLAND HILL GREGORY SIKONIA HALL REVOCABLE TRUST HALLA FAMILY LP HEATHER P THOMPSON 7623 NICHOLAS WAY 7653 NICHOLAS WAY 7713 NICHOLAS WAY r784s txorutA avr 960 KIMBERLY LN 7645 NICHOLAS WAY 7639 NICHOLS WAY 710 WEST VILLAGE RD #107 7607 NICHOLAS WAY 6113 IDYLWOOD DR 8653 CHANHASSEN HILLS DR N 7631 NICHOLAS WAY 15613 N LUND RD 35625 OSTLUND AVE APT 201 9232 GATEWAY LN 860 KIMBERLY LN 730 WEST VILLAGE RD #104 720 WEST VILLAGE RD #201 957 SANTA VERA DR 939 SANTA VERA DR 7247 PONTIAC CIR 5855 16TH ST S APT 4 949 SANTA VERA DR 19040 DUCK LAKE TRL 2946 13TH TER NW 5OO W 79TH S-T STE 4OO 5OO W 79TH ST STE 4OO 899 KIMBERLY LN 7625 NICHOLAS WAY 916 KIMBERLY LN 979 SANTA VERA DR 920 KIMBERLY LN 6601 MOHAWK TRL 15 PLEASANT LN E CHANHASSEN, MN 553T7 -7 545 CHANHASSEN, MN 553q- CHANHASSEN, MN 553T7 -7542 LAKEVTLLE, lVlN 55q44- CHANHASSEN, MN 55317 -9779 CHANHASSEN, MN 553L7.7 545 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7530 CHANHASSEN, MN 55317 -7545 MINNEAPOLIS, MN 55436- CHANHASSEN, MN 55317- CHAN HASSEN, M N 55377.7 545 EDEN PRAIRIE, MN 55346-1548 CROSSLAKE, MN 56442- EDEN PRAIRIE, MN 55347-3302 CHANHASSEN, MN 55317-9705 CHAN HASSEN, MN 55317 -7532 CHANHASSEN, MN 55317-7588 CHANHASSEN, MN 55317 -967 4 CHANHASSEN, MN 55317-9368 CHANHASSEN, MN 55317. SAINT PETERSBURG, FL 33705-5045 CHANHASSEN, MN 553T7.967 4 EDEN PRAIRIE, MN 55346-2045 ST PAUL, MN 551,12-6355 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEI!, MN ss3L7- CHANHASSEN, MN 55317. 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CHANHASSEN, MN 55317- CHANHASSEN, MN 553T7 -7 543 CHANHASSEN, MN 553\7 -7 545 CHANHASSEN, MN 5531-7- CHANHASSEN, MN 55317 -7 542 CHANHASSEN, MN 55317- EDEN PRAIRIE, MN 55346-4003 EDEN PRAIRIE, MN 55346-4003 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317 -9779 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317 -7 546 CHANHASSEN, MN 55317 -9779 CHANHASSEN, MN 55317 -967 4 CHASKA, MN 55318- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- .CHANHASSEN, MN 55317 -7 524 CHANHASSEN, MN 55317 -7 545 CHANHASSEN, MN 55317- CHANHASSEN MN 55317- 501675 KATELIN SWISHER KATH LYN J ANLAUF KATHRYN M WEBER KATIE E BENSON KELLEN A JOHNSON KELLY TAYLOR KHWICE PROPERTIES LLC KIMBERLY ANN ZABORSKY KRISTIN K MCINTYRE 7671 NICHOLAS WAY 913 KELLY CT 928 KIMBERLY LN 740 VILLAGE RD W UNIT 102 927 SANTA VERA DR 925 SANTA VERA DR 7269 PEARL DR 933 SANTA VERA DR 772], NICHOLAS WAY 17858 FRUITWOOD LN 170 BIRCH BLU FF RD 7615 NICHOLAS WAY 7OO W VILLAGE RD APT 105 740 WEST VILLAGE RD # 105 852 KIMBERLY LN 7673 NICHOLAS WAY 907 KIMBERLY LN 7663 NICHOLAS WAY 915 SANTA VERA DR 7609 NICHOLAS WAY 913 SANTA VERA DR 730 WEST VILLAGE RD #102 942 KELLY CT 7665 NICHOLAS WAY 3633 STRAWBERRY LN 856 KIMBERLY LN 7707 NICHOLAS WAY 7533 NICHOLAS WAY 10681 SMETANA RD APT 221 180 W BIRCHWOOD PL 884 KIMBERLY LN 720 WEST VILLAGE RD #104 7577 NICHOLAS WAY 2308 BOULDER RD CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-8714 CHANHASSEN, MN 55317.9779 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-9368 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.9368 CHANHASSEN, MN 55317-7544 EDEN PRAIRIE, MN 55347.3572 EXCELSTOR, MN 5s331-8512 CHANHASSEN, MN 55317-7545 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.7533 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9779 CHANHASSEN, MN 553],7- CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7545 CHANHASSEN, MN 55317-9368 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-8714 CHANHASSEN, MN 55317. EXCELSIOR, MN 55331. CHANHASSEN, MN 55317- CHANHASSEN, MN 5531,7- CHANHASSEN, MN 55317-7545 HOPKINS, MN 55343- CHANDLER, AZ 85248- CHANHASSEN, MN 55317-9705 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7546 CHANHASSEN, MN 55317- KUK YI LARRY A ZAMOR LAURA A KRENIK LAURA ANN SWANSON LAURIE J RECOB tEO D KATZNER LIESA D SANYA LINDA J CAILLIEZ LINDA WARD REVOCABLE TRUST INTERVIVOS TR LINDSAY ANN GELLING LISA BAUER LISA S FREDERICKS LOGAN T DEVEREUX LOIS S DILLON LUKE SCHNEEMAN LYMAN A BRINK JR MARGARET PREIN ER MARK A GREBNER LIVING TRUST MARK B FALZONE MARK E STROMBACK MARK WELBIG MARY E GREENING MATHEW A OLMSTED MATTHEW R GROTZ MATTHEW R WARDEN 502676 MEIGUANG GUO MICHAEL T DELANEY MICHELLE CHRISTOPHER MICHELLE D GRUNEWALD MOHAMMAD SEIFI MONICA J HANLEY MU LIU M U RALI DHARAN JANARDHANAN MYRA J LUCAS NAOMI C GIT NATALIA R LARSON NATE EORY NICHOLAS D OLSON NIKITA KLOCHAN OAK HILL HOMEOWNERS ASSN OAK PONDS HOMEOWNERS ASSN PATRICK WOOD PAUL DANIEL TARDENT PHUNG MANH KIEU PRADEEP PATIL RAMSES SIDKY REBECCA L ANDERSON RENAE M PATRICK RENEE L LALEMAN ROBERT MANDERS ROBIN WARDEN ROLO PROPERTIES LLC RON MULLER RONALD NORDQUIST RUBYJ BEEBE RUTH H EHLEN RYAN A PAULY I RYAN J & SHARIWOOD SAMANTHA M CARTIER 892 KIMBERLY LN 7679 NICHOLAS WAY 1904 MACGREGOR DR 7705 NICHOLAS WAY 7717 7691. 8840 4778 NICHOLAS WAY NICHOLAS WAY COTTONWOOD LN BULRUSH BLVD 7OO WEST VILLAGE RD #201 4423 NICOLLET AVE 904 KELLY CT 760 WEST VILLAGE RD # 102 923 SANTA VERA DR L3793 ATRIUM AVE #108 PO BOX 207 2815 WAYZATA BLVD 730 WEST VILLAGE RD #105 7513 NICHOLAS WAY 7649 NICHOLAS WAY 730 W VILLAGE RD #108 18556 PATHFINDER DR 237 TELLIDORA CT 7669 NICHOLAS WAY 4886 EDGEWATER DR 955 SANTA VERA DR 7643 NICHOLAS WAY 730 WEST VILLAGE RD #101 909 KELLY CT 19010 LAKE AVE 874 KIMBERLY LN 938 KIMBERLY LN 969 SANTA VERA DR 1225 MOERS DR 934 KELLY CT CHANHASSEN, MN 55317- CHANHASSEN, MN 55317 -7546 PLANO, TX 75093-4910 CHANHASSEN, M N 55317 -7 542 CHANHASSEN, MN 55317 -] 544 CHANHASSEN, MN 55317 -7 543 EDEN PRAIRIE, MN 55347- SHAKOPEE, MN 55379-5829 CHANHASSEN, MN 55317-7589 MINNEAPOLIS, MN 55419- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7535 CHANHASSEN, MN 55317- ROSEMOUNT, MN 55068- CHAN HASSEN, M N 55377 -O2O7 MINNEAPOLIS, MN 55405-2125 CHANHASSEN, MN 55317 -7 532 CHAN HASSEN, M N 55317 -7 545 CHANHASSEN, MN 553L7 -7 546 CHANHASSEN, MN 55317- EDEN PRAIRIE, MN 55346- FORT MYERS, FL 33908- CHANHASSEN, MN 55317 -7 546 MOUND, MN 55364- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317 -7 532 CHANHASSEN, M N 553T7.87 T4 WAYZATA, MN 55391-3147 CHANHASSEN, MN 55317-9705 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHASKA, MN 55318-4630 CHANHASSEN MN 55317- 503677 SANDRA ILLETSCHKO SARAH DELGADO MARTINEZ MACIAS SCOTT E SNYDER SCOTT H HUDLOW SCOTT M BALLANTYNE SHANDON N SULLIVAN SHELLY LOU KNOKE-MCANDREWS SM PROPERTIES LLC SPRUCE PARTNERS LLC STEVEN DEBELLA STUART J FLOLID SUBRAMANYAM JETW SUSAN G CONZET SUZANNE B SONDUCK TARGET CORPORATION T-0862 TEJA JEAN GRANDSTRAND TERRA HOMES LLC THE ALAN JOSLIN & JANET GARWOOD-JOSLIN L THE HEINONEN FAMILY REAL ESTATE TRUST THE KOPISCHKE LIVING TRUST I THE WOMACK FAMILY TRUST I TTHERESA EXENBERGER I ITHOMAS D HILK lrrvorHv J KoPrscHKE TRACY LE ADIM IVANOVICH LAVRUSIK ALERIE JEAN VAN ELLS VALLEY VIEW PROPERTY MANAGEMENT LLC VEREIT CNL FUNDING 2OOO-A GP LLC VY NGUYEN W BRADLEY MURDOCK WENDY J EVENSON WEST ONE PROPERTIES LLC WEST VILLAGE STATION LLC & IPX WEST VILL 750 WEST VILLAGE RD #105 7699 NICHOLAS WAY 970 KIMBERLY LN 770 WEST VILLAGE RD #101 720 WEST VILLAGE RD #103 PO BOX 42117 888 KIMBERLY LN 16980 PUEBLO BLVD 5605 W 36TH ST STE 114C 720 WEST VILLAGE RD UNIT 102 952 KIMBERLY LN 9631 LAFORET DR 947 SANTA VERA DR 930 KELLY CT PO BOX 94s6 942 KIMBERLY LN 9487 GEISLER RD 898 KIMBERLY LN 956 KIMBERLY LN 1530 126TH LN NW 111W MONROE ST 24W-N 908 KELLY CT 760 WEST VILLAGE RD #105 5525 MAPLE HEIGHTS RD 7703 NICHOLAS WAY 2482 DOWNING AVE 880 KIMBERLY LN 8622 VALLEY VIEW CT 11995 EL CAMINO REAL 7721 CHANHASSEN RD #348 9OO KELLY CT 885 KIMBERLY LN 7930 KERBER BLVD BOX 11 110501 NORTH LAKE DR CHANHASSEN, MN 55317.7 534 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 553L7.7536 CHANHASSEN, MN 553T7 -7 537 PHOEN tX, AZ 85080-21.17 CHANHASSEN, MN 55317.9705 JORDAN, MN 55352-9370 MINNEAPOLIS, MN 55416-2599 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- EDEN PRAIRIE, MN 55347-3534 CHAN HASSEN, M N 553T7 -967 4 CHANHASSEN, MN 55377 -87 1,4 MINNEAPOLIS, MN 55440-9456 CHANHASSEN, MN 55317. EDEN PRAIRIE, MN 55347- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- COON RAPIDS, MN 55448- cHtcAco, lL 60603- CHAN HASSEN, M N 55317 -87 14 CHANHASSEN, MN 55317-7535 EXCELSIOR, MN 55331- CHANHASSEN, MN 55317- SHAKOPEE, MN 55379- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- sAN DtEGO, CA 92130-2539 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.87 1,4 CHANHASSEN, MN 55317-9705 CHANHASSEN, MN 55317- ctNctNNAT|,oH 45249- 504678 DOUGLAS STAHOWIAK 710 WEST VILLAGE RD #103 CHANHASSEN, MN 55317-7530 WILLIAM J BRECHTEL 924 KIMBERLY LN CHAN HASSEN, M N 553L7 -977 9 WILLIAM OMAR CAMUEL 911 KIMBERLY LN CHANHASSEN, MN 553L7 -9779 WILLOW-MN LLC 3405 E EASTMAN AVE DENVER, CO 80210- YOGEINDRA N OHNESWERE 983 SANTA VERA DR CHANHASSEN, MN 55317- YONGPING PU 9220 GATEWAY LN EDEN PRAIRIE, MN 55347- M PRICE TRUSTEE 932 KIMBERLY LN CHANHASSEN, MN 553L7 -9779 YURI FARBER 9801.34TH AVE N PLYMOUTH, MN 55441- 505679 From: (email redacted) Sent: Friday, June 2, 2023 8:22 PM To: Ryan, Elise <eryan@chanhassenmn.gov> Subject: Café Zupas Proposal Dear Mayor Ryan, I would like to bring forward concerns about Café Zupas Proposal. As a newer resident to Chanhassen, I was attracted by the walkability around the downtown area. After settling in a bit, I notice it not as pedestrian friendly as it initially appeared. There has already been a vehicle – pedestrian accident near the Lund’s & Byerly proposed area. Many of us use SW Prime, or our own two feet to navigate around the city. I do not drive, yet I understand the lure of drive-thru restaurants. Please consider the additional “motivational” signage, and, to whom Café Zupas audience might be. My concern is that it could potentially be a driver distraction. Additionally, what considerations are being made so that pedestrians might be able to walk between Café Zupas and Lund’s and Byerly? Perhaps, a pedestrian crossing sign might be motivational for drivers to be cautious in parking lots. Even now, crossing from the library to Lund’s and Byerly is cumbersome. Crossing at the corner of 78th, the sideway leads the pedestrian into the parking lot. The sidewalk in front of Lund’s and Byerly does not lead to a pedestrian crossing. Of note, our Cub parking lot has poor access for the pedestrian to enter the store. As our City of Chanhassen develops, I hope we consider the safety of all. Your leadership abilities are appreciated. Thank you, Martha Barres 506680 From: Christine Meier Sent: Tuesday, June 6, 2023 9:16:02 AM To: Ryan, Elise <eryan@chanhassenmn.gov> Subject: Cafe Zupas proposed addition I am wondering why Cafe Zupas can't be positioned/added into the Avenida complex and needs to be crammed into a parking lot? At one point, the Avenida complex had revised plans to accommodate public requests for more drive-thru fast food eateries. It seems to me that the footprint to add a drive-thru in a parking lot will take many available spots that are currently being used by spring plant markets or Byerly's parking not to mention the additional traffic that is already at the intersection. The traffic on 78th seldom follows a 30 mph limit. Please reconsider this proposal. Christine Meier 507681 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JUNE 6, 2023 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Vice-Chair Kelsey Alto, Perry Schwartz, Ryan Soller, Edward Goff, Steve Jobe. MEMBERS ABSENT: None. STAFF PRESENT: Bob Generous, Senior Planner; Eric Maass, Planning Director, and MacKenzie Young-Walters, Associate Planner PUBLIC PRESENT: Chris Albright Superior Contracting, 22356 Aberdeen Avenue, Jordan Edgar Cepuritis Vice President of Development, Café Zupa, 460 West Universal Circle, Sandy, Utah PUBLIC HEARINGS: 1. CONSIDER A REQUEST FOR A FRONT YARD SETBACK AND OTHER VARIANCES TO BUILD A TWO-STORY HOME ON PROPERTY LOCATED AT 3632 HICKORY ROAD MacKenzie Young-Walters stated additional properties in the neighborhood have requested variances in the past due to abnormal lot size. This current lot is larger than required by the zoning district. The property is unique because it is a bisected parcel. The applicant’s proposal would meet the zoning requirements aside from the front yard setback request at 20 feet. The staff assessed the request and stated the proposal was reasonable and recommended approval. Commissioner Goff noted the front setback was preferable to the back setback. Chair Noyes questioned the water resource success due to the lot topography. Mr. Maass stated the water resource engineer hopes to bring the lot closer to compliance with the code. The engineer provided an option of a rain garden. Chair Noyes invited the applicant to address the Planning Commission. Chris Albright, General Contractor, opened the floor for questions. Chair Noyes asked how confident Mr. Albright was on saving trees during the project. Mr. Albright stated he was confident as there was not much tree coverage on the building site. 682 Planning Commission Minutes – June 6, 2023 2 Chair Noyes opened the public hearing. There were no public comments. Chair Noyes closed the public hearing. Commissioner Schwartz moved, Commissioner Perry seconded that the Chanhassen Board of Appeals and Adjustments, approves the requested 10-foot front yard setback variance, subject to the conditions of approval, and adopts the attached Findings of Fact and Decision. All voted in favor and the motion carried unanimously with a vote of 7 to 0. 2. CONSIDER A REQUEST FOR A SUBDIVISION, SITE PLAN REVIEW WITH VARIANCES, AND A CONDITIONAL USE PERMIT FOR A DRIVE-THROUGH RESTAURANT LOCATED AT 800 W. 78TH STREET Senior Planner Generous gave a summary of the staff report, noting the applicant is Café Zupas and West Village Station, LLC. The zoning for the property is commercial use and is at an existing shopping center. The preliminary plat would create two lots, with the shopping center located at Lot 1 and the drive-through restaurant at Lot 2. Lot 2 requests a drive-through which requires a conditional use permit. The restaurant will provide pedestrian access, a patio area, and two drive-through lanes. The lot already has access to utilities and there will be minor grading changes for the new building. The project also meets drainage and stormwater management, but the city has concerns about the placement of the catch basin near trash receptacles to ensure no illicit dumping. The development does not meet the landscaping diversity requirements and need additional tree types. The architecture was reoriented due to concerns of traffic with the drive- through. The staff report encouraged the applicant to include spandrel windows to the south elevation and to reorient the door from the southwest corner of the building. The materials are stucco, brick, composite wood, and metal. The conditional use permit is for the drive-through. All requirements for the city code have been met. Café Zupas drive-through has a maximum of six vehicles and there will not be impact on traffic circulation. The city recommends approval of the conditional use permit. The city code does not accommodate literary artistic expression. The staff recommended approval for the variance so the company can match brand identity. Chair Noyes stated he received a letter from a resident about concerns with the signage. Chair Noyes asked if the signage would be a distraction for drivers. Mr. Generous stated he did not think this was a concern, and engineering did not see this as an issue. Chair Noyes asked about the issue with crossing and accessibility. Mr. Generous stated they are addressing it, but the shopping center is an issue. Commissioner Schwartz asked if the trees would be over the proposed deck. Mr. Generous stated the trees would be on the periphery. Commissioner Goff asked Mr. Generous to address the letter writer’s concern about underutilizing a primary location. Planning Director Maass stated the city approved a consultant 683 Planning Commission Minutes – June 6, 2023 3 study to address a downtown design study to ensure the space is used to the best of the opportunities. This application was submitted prior to this study, so it must be based on current ordinances. Chair Noyes asked if the city is completing this study if it would be best to wait on approving this application. Mr. Maass stated they are under a statuary 60-day requirement to act on this application unless there is a moratorium. This current study would not be applied retroactively. Chair Noyes stated they received three letters regarding this project with a variety of opinions. Mr. Maass stated Café Zupa has been a good partner and made changes to promote pedestrian- friendly areas. Commissioner Schwartz stated the current study will have to take this building into account when considering additional building or business opportunities in the future. Mr. Maass understood but needs to review the application based on current city ordinances. Vice-Chair Alto shared that this location is well set up for a drive-through. The restaurant is a healthier option as opposed to a fast-food restaurant. Commissioner Schwartz asked if there was a physical barrier between the patio and the parking lot. Mr. Maass stated they suggested Café Zupa add a patio and they discussed adding a fence or barrier since it is next to the drive-through. Commissioner Schwartz asked if the restaurant places the order at the drive-through and waits at a pick-up location for the food. Edgar Cepuritis, Vice President of Development for Café Zupa, shared about the mobile ordering and drive-through options. Café Zupa desires to get cars from the drive-through queue to holding spaces to serve guests efficiently. Commissioner Schwartz asked if the gray areas on the site plan review are parking spaces. Mr. Cepuritis stated that is the current layout. There is a barrier between the current parking lot and the drive-through area. Customers are exiting into traffic either from the east or the north. Commissioner Goff questioned if the signage was artistic and not commercial. Commissioner Goff stated that the logo is used by Café Zupa, so it is commercial. He requested to see the logo meet city requirements. Chair Noyes questioned if the image was just a strawberry if it would be viewed as artistic. Commissioner Soller asked about the precedent of approving similar artistic signage. Mr. Maass stated that each variance is unique and does not create precedent from a policy standpoint. Chair Noyes stated he does not think there will be negative consequences to approving the artistic signage for Café Zupa. Commissioner Goff asked if the lettering and strawberry would be raised. Mr. Generous stated that the image would be painted. 684 Planning Commission Minutes – June 6, 2023 4 Vice-Chair Alto stated the painting would not detract like plastic signage would. Commissioner Soller asked if there would be a requirement for maintenance. Mr. Generous stated they would be held to building maintenance ordinance. Commissioner Schwartz stated the traffic impact study provided referenced the Café Zupa building and a 3500 retail unit. He questioned what the retail unit would be. Mr. Cepuritis stated the traffic study was done in conjunction with earlier work, but is not currently planned for. Mr. Cepuritis stated citizens want a drive-through, which helped Café Zupa serve guests well during the COVID-19 pandemic. The new stores include a drive-through. Mr. Cepuritis thanked Mr. Generous and Mr. Maass for their time and work together. He stated there will be a fence area near the drive-through to block the headlights from 78th Street. Mr. Cepuritis shared information about the mural on the building. It states, “Good things happen in Chanhassen.” He asked commissioners what objects or images they can include on the mural that connects with Chanhassen. Mr. Cepuritis shared Café Zupa desires a high-quality building and plans to maintain the building. Mr. Cepuritis also shared that the spandrel windows are glass windows that you cannot look through. Commissioner Schwartz encouraged Café Zupa commercial designer to offer a local challenge to area graphic designers to submit ideas for the murals. Mr. Cepuritis stated the store would consider running a challenge through the school system. Commissioner Soller asked for an estimate of additional parking spaces. Mr. Cepuritis stated there is a net negative 20 parking spaces when accounting for the building. Commissioner Soller stated residents were concerned about parking spaces impacted by the building. Commissioner Schwartz asked about the plans to use green construction and renewable energy. Mr. Cepuritis stated Café Zupa is energy and environmentally conscious. There is no written policy in their company to incorporate green energy or environmentally conscious construction. Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Soller stated there is a large sign at the parking lot that advertises Lunds & Byerlys. He asked if there would be additional signage for Café Zupa. Mr. Generous stated the structure is currently in place and the current management can determine the usage. Commissioner Johnson asked about the door being moved in the design and asked if this move was desired. The door provides access to employees delivering food out to vehicles in the drive- through lane. Mr. Maass shared this change aligns with code, which states the main entrance should face the primary street and secondary entrance to the side or rear. The door is required to be on the façade to align with code. The door with the vestibule would be the primary door. 685 Planning Commission Minutes – June 6, 2023 5 Commissioner Goff stated he approves of the sign, but requested to change the language in the application to state the sign is an artistic element to the storefront design. Commissioner Schwartz asked if the phrase “Nourish the Good Life” was a corporate slogan appearing on the letterhead or annual reports. Mr. Cepuritis stated the sign appeared on staff t- shirts. There is no copyright to this slogan and other individuals can use it. Commissioner Soller stated many individuals have different views of the development of downtown Chanhassen. He questioned what steps the city can take to increase pedestrian and motor traffic downtown safely and strategically. Vice-Chair Alto stated this is the goal of the Economic Development Commission. Commissioner Soller disagreed. Chairman Noyes shared when new concepts are being introduced, it is possible to create spaces from scratch. He noted the oldest part of the town is hard to develop with current businesses established. Mr. Maass shared the Planning Commission and Economic Development Commission will respond and react to active applications and future spaces. Commissioner Schwartz encouraged individuals to reference similar projects in other communities to consider what other neighboring towns are completing. Vice-Chair Alto moved, Commissioner Jobe seconded that the Chanhassen Board of Appeals and Adjustments approves Planning Case #2023-08 subject to the to the conditions of approval, and adopts the attached Findings of Fact and Decision, with the amendment to change the language of signage variance to artistic element. All voted in favor and the motion carried unanimously with a vote of 7 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MAY 16, 2023 Commissioner Soller moved, Commissioner Schwartz seconded the approval of the summary Minutes of the Planning Commission meeting dated May 16, 2023 as presented. CITY COUNCIL ACTION UPDATE: Mr. Young-Walters stated the City Council approved the amendments presented before the Planning Commission at the last meeting except for the amendment for the use of pervious pavers in the shoreland. The engineering department is considering a more comprehensive look at this amendment. Chairman Noyes asked if the amendment would return to the Planning Commission. It was indicated that if there were substantive changes, it would return to the Planning Commission. 686 Planning Commission Minutes – June 6, 2023 6 ADJOURNMENT: Commissioner Schwartz moved 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 7:18 p.m. Submitted by Eric Maass Planning Director 687 City Council Item June 26, 2023 Item 2023 Building Permit Activity File No.Item No: J.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION Correspondence Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 2023 Building Permit Activity May Year to Date 688 2023 Building Permit Activity May YTI)City of Chanhassen 7700 Market Boulevard Chanhassen, MN 553f7 952-227-1100 Residential Single-Family 6 ll t'7 I I 2Residential Townhomes Apartments/Senior Facilities 0 0 0 19Total Residential 7 t2 Residential Building Permits I't Quarter 2od Quarter 3'd Quarter 4th Quarter Total YTD 1 0 1New 0 0 0Redeveloped Remodeled l5 l9 34 l6 19 35Total Commercial Commercial Building Permits I't Quarter 2od Quarter 3'd Quarter 4th Quarter Total YTD 63 49Single-Family Lots 52 5lResidential Tounhome Lots 115 100Total Available Lots Available Lot Inventory (end of Quarter) I't Quarter 2od Quarter 3'd Quarter 4th Quarter Single-Family 49 40 68 98 48 t7 Townhomes 56 l8 0 0 0 2 0 110 0 0Apartments/Senior Facilities 268 0 66 74 6t 35Commercial5862 Total Number of All Permits 431 120 134 282 109 54 20192018 2020Total Permit H g:\admin\forms\building permit activity 2023 ytd.doc 2021 2022 2023I 689 BUILDING PERMIT DATA 2023 6t5t2023 Ilm JANUARY FEBRUARY MARCH I APRIL Subtotals I I Blds.Valuaiion ValBrre!Pmib lll,tq,Unils llal!ation Elion I R6id6tial SF DE'TACHED $4,840,9?6 SF ATTACHED I 2 FAMILY 3-4 FAMILY 5 OR MORE FAMILY Subtota 3 3 3 $1.396,337 0 0 0 s OTHER 0 0 0 $0 $0 $0 $0 0 0 0 $ i 0 0 0 $ Church6 0 0 0 lndustial 0 0 0 Parkins 0 0 0 $ S@i@ Slati@/Reair 0 HGpitaVlnstitutional 0 0 0 $ offi 6/8anks/Prof6sionel 0 0 0 Public works 0 0 0 Sch@ls 0 0 0 s Stq6 I I I I 0 $120,000 I I $9,97s 2 I 0 I 1.975 I $20.000 I 0 0 $ 20,000 2 I $20.000 $o 2 0 $t't 1.915 116 t76 $1,268,366 47 st 619 116 58 58 s2.o01.925 431 4ll $ 9.432.410 4 4 ts61%3 '7 $1,827,599 4 4 $684.339 14 34 0 3 9-859-521 2 2 0 $245,1 50 180 t80 $1,E32,329 54 t3,s07.375 62 62 s2,692,264 $o 467 0 19.537.68 r S@tion 5 D@olilio! SF Aflachcd 2 Fmily I 4 family 641 5 or moc fmily 648 oth6 649 Subtolal $0 $0 $0 lRt t80 $1,854,329 58 58 4 g5 5t14 5t9 61 1t 1l l Av6agc valuti@ ietion I R6id6tial SF DE'TACHED $465.446 ltDlv/o1 SF ATTACHED #Dlv/0!#Drv/o!fDrv/0! 2.FAMILY #DN/0r sDM0l sDrv/o!HDtV/O!#DM0! 3.4 FAMILY i,Dw/0!,Dw/0!,,Dry/O!#Drv/ot 5 OR MORE FAMILY gD[vo!l/DIV/0!#DM0! s539.286 $350.904 #Drv/0! 2023 GlPLAN\CENSUS\RPT 2023.x1s Valuanon Ptrmils Bldgs tlnits Valuarron P6mrrs gtagr..tllrfs. Yaluario! s0 4 4 4 $2.rs7.r44 I I 3 $t.052.71t Sction J Notr6idmhal S@tron 4 Addiioro R6iddtial Non16id6tial Garag6 N() Pmils Bldrs tln,rs l0l ' 102 l0l. t04, t05. t09. 2l:1' 214. l ilt' I9. 320. :t21. 122 . 121, 124 . 325. 126. 321 . I2l{. 129. HEttl+ --r---r- I+ 0lI+ -++-+---f-tr+ I+ Irl + trr I J 4 Xt.t\-.tl4 | 1 r $1.0<1,?il I t { xl rq^.r,-r9l l9l l9l s 9.441.16801- oI--ils---------. ol ol ol 3-- oI---oI oh -ol ol ol3 r9l r9l l9l $ 9,447,168999!4,S40.976...sU iqie!2-Bqrdqlral,Iq HOTELS/MOTELS Subtotal C)hd Structur6 othd than bldg. Subtotal. '434' . 4_17. 41X subroral $o $0 $120,000 _r22,ooo t22,000 = $02 t129,9?5 $o 41 1 54. 6t, 6t. $2.415,076 5. 5. $224.6n5 2 2 $245.750 6l{ . 68 . $2,81t5.51 I lr9. 89. ' $2.061,269 14 . 14 $6.558.915 + 103 | !03 |$8,620204 $0 $0 490 4118: 19 $ 29.156,824 -----oI---aI olTol ol ol$ol ol olsol ol olsol ol olr-----lf--nl olTsoi$o 67 3 $3,{t74,950 s42Sr348 [3L!!2 1 Jj l1! l . . $350 904 . ,DM0! , ,Dlv/ol //DM0! 1------f ----t---T_ ---s53?r8d f----f--f--f-#prvCI #Dw/o! -{p!uq\flDw/o! $5-19.286 ilDIV0' lll#prv/olilllcDry/o! --!rru!!" 690