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11-27-2023 Agenda and Packet
A.5:30 P.M. - WORK SESSION Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the lower level of City Hall and are open to the public. If the City Council does not complete the work session items in the time allotted, the remaining items will be considered after the regular agenda. A.1 Downtown Traffic Study A.2 Downtown Redevelopment Project Tax Increment Financing A.3 Aquatic Invasive Species (AIS) Program Presentation A.4 Final Review of Proposed 2024 Levy, Budgets, and CIP A.5 Chanhassen Bluffs Sports Complex A.6 Future Work Session Schedule B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance) C.PUBLIC ANNOUNCEMENTS C.1 Invitation to December 2 Tree Lighting Ceremony 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 November 13, 2023 D.2 Receive Planning Commission Meeting Minutes dated October 17, 2023 AGENDA CHANHASSEN CITY COUNCIL MONDAY, NOVEMBER 27, 2023 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD 1 D.3 Receive Commission on Aging Minutes dated October 20, 2023 D.4 Receive Economic Development Commission Minutes dated October 10, 2023 D.5 Approve Claims Paid dated November 27, 2023 D.6 Adopt 2024 City Meeting Schedule D.7 Approve Temporary On-Sale Liquor License to Rotary Club of Chanhassen for February Festival on February 3, 2024 at Lake Ann Park D.8 Adopt Security Camera Policy D.9 Resolution 2023-XX: Approve Submittal of a Local Road Improvement Program (LRIP) Funding Application for the Pleasant View Road Reconstruction Project D.10 Resolution 2023-XX: Designate Restrictions on Eastbound Left Turns at Great Plains Boulevard and West 79th Street During Specific Hours D.11 Resolution 2023-XX: Approve 2024 Service Agreement for Joint Assessment with Carver County Assessor D.12 Resolution 2023-XX: Certification of Water and Sewer Hook-Up Charges to the County Auditor D.13 Proclaim December 4, 2023 as Chanhassen Elementary Day E.VISITOR PRESENTATIONS Visitor Presentations requesting a response or action from the City Council must complete and submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda). E.1 Brad Murdock Citizen Action Request F.PUBLIC HEARINGS G.GENERAL BUSINESS H.COUNCIL PRESENTATIONS I.ADMINISTRATIVE PRESENTATIONS J.CORRESPONDENCE DISCUSSION J.1 Mental Wellness Round Table Flyer J.2 Mediacom Rate Increase J.3 Metropolitan Mosquito Control District 2022 Annual Summary J.4 October 2023 Monthly Communications Update K.ADJOURNMENT 2 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 November 27, 2023 Item Downtown Traffic Study File No.ENG 25-02 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 Discussion Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The engineering consultant (Kimley-Horn and Associates) will present the findings of a traffic study that was completed for the downtown area associated with the planned Market Boulevard Reconstruction Project. BACKGROUND The following projects are evolving over the next couple of years, and therefore a holistic look at traffic operations in the downtown area was warranted for review: Market Boulevard Reconstruction The Civic Campus Redevelopment The redevelopment project for the SE quadrant of West 78th Street and Market Boulevard (Hotel and Movie Theatre) The Downtown Visioning Project 4 The study also reviewed the operational issues at West 79th Street with Powers and Great Plains Boulevards. DISCUSSION This will be a presentation and discussion topic only. No formal approvals or actions are being asked for. The draft study is attached hereto. City staff has provided comments to the consultant, which are currently being incorporated, with a projected final deliverable by early December incorporating discussion elements from this City Council work session. BUDGET N/A RECOMMENDATION N/A ATTACHMENTS DRAFT Downtown Chanhassen Traffic Study October 2023 5 DRAFT DOWNTOWN CHANHASSEN TRAFFIC STUDY City of Chanhassen OCTOBER 2023 Prepared By: 6 7 1 Downtown Chanhassen Traffic Study October 2023 Table of Contents Project Background ..................................................................................................................... 1 Existing Conditions ..................................................................................................................... 1 Study Intersections...................................................................................................................... 2 Data Collection ........................................................................................................................... 2 Existing Traffic Operations .......................................................................................................... 2 StreetLight Analysis .................................................................................................................... 6 Traffic Forecasts ......................................................................................................................... 8 No Build Conditions Analysis ...................................................................................................... 9 Future Year (2045) No Build Traffic Operations ........................................................................... 9 Build Conditions Analysis .......................................................................................................... 12 Market Boulevard Improvements ............................................................................................... 12 3-Lane and 5-Lane Market Boulevard Alternatives ............................................................. 12 Market Boulevard and W 78th Street Intersection Control Alternatives ................................ 15 Other Improvement Concepts.................................................................................................... 15 W 78th Street and Great Plains Boulevard .......................................................................... 15 TH 5 and Market Boulevard & Great PLains Boulevard Intersection Analysis ............................. 17 W 79th Street Access Management and Circulation Improvements ............................................ 19 Conclusions .............................................................................................................................. 20 Appendices ............................................................................................................................... 22 8 Downtown Chanhassen Traffic Study October 2023 2 List of Tables Table 1: Level of Service Grading Descriptions 3 Table 2: Level of Service Grading Criteria 3 Table 3: Existing (2023) Conditions Peak Hour Delay and LOS Results 4 Figure 1: Chanhassen Cut-Through Traffic Analysis (Northbound Distribution) 7 Figure 2: Chanhassen Cut-Through Traffic Analysis (Southbound Distribution) 7 Table 4: Future Year (2045) No Build Peak Hour Delay and LOS Results 9 Table 5: 3-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results 14 Table 6: 5-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results 14 Table 7: 2 by 1 Roundabout Future Year (2045) Peak Hour LOS Results 15 Table 8: Hybrid Roundabout Future Year (2045) Peak Hour LOS Results 15 Table 9: Lane Reduction Future Year (2045) Peak Hour Delay and LOS Results 16 Table 10: TH 5 (Expanded Turn Lanes) – 2045 Peak Hour Delay and LOS Results 18 Table 11: TH 5 (WB Lane + Turn Lanes) – 2045 Peak Hour Delay and LOS Results 19 Table 12: Access Management Improvement Option Comparison 20 9 1 Downtown Chanhassen Traffic Study October 2023 PROJECT BACKGROUND The City of Chanhassen retained Kimley-Horn to complete a traffic study of Downtown Chanhassen that focused on the major roadways including W 78th Street, Great Plains Boulevard, and Market Boulevard. This study is being done in parallel with the feasibility study for the Market Boulevard Improvements project, for which Kimley-Horn is providing preliminary and final design engineering services. This traffic study will identify improvements to be implemented as part of the Market Boulevard Improvements project and provide long-term recommendations for improvements to be completed as part of future projects. This memorandum provides a summary of existing conditions in the study area, design year volume forecasts, an evaluation of several different design year scenarios, and several improvement concepts. EXISTING CONDITIONS The study area includes intersections along three roadways: W 78th Street, Great Plains Boulevard and Market Boulevard. The existing characteristics of the roadways are described below. W 78th Street W 78th Street is classified as an Urban Major Collector and is primarily a four-lane, divided roadway with dedicated left turn lanes throughout the study area. Within the study area, W 78th Street has a posted speed limit of 30 mph. The average annual daily traffic (AADT) in 2021 ranged from 12,400 vehicles per day (vpd) between Powers Boulevard and Kerber Boulevard to 10,000 vpd between Kerber Boulevard and Great Plains Boulevard. Great Plains Boulevard Great Plains Boulevard is an Urban Major Collector and is a four-lane, divided roadway with left turn lanes throughout the study area. Within the study area, Great Plains Boulevard has a posted speed limit of 30 mph. The AADT was 6,400 vpd between W 78th Street and TH 5 in 2021. Market Boulevard Market Boulevard is a Urban Major Collector and is a primarily a four-lane, undivided roadway. Within the study area, Market Boulevard has a posted speed limit of 30 mph. The AADT was 12,800 vpd between W 78th Street and TH 5 in 2021. 10 Downtown Chanhassen Traffic Study October 2023 2 STUDY INTERSECTIONS The study area includes the following intersections: 1. W 78th Street & Powers Boulevard (Traffic Signal) 2. W 78th Street & West Target Entrance (Traffic Signal) 3. W 78th Street & East Target Entrance (Side Street Stop) 4. W 78th Street & Kerber Boulevard (Traffic Signal) 5. Kerber Boulevard & North City Center Drive (Side Street Stop) 6. W 78th Street & Market Boulevard (Traffic Signal) 7. Market Boulevard & Market Square North Driveway (Side Street Stop) 8. Market Boulevard & Market Street (Side Street Stop) 9. Market Boulevard & W 79th Street (Side Street Stop) 10. Market Boulevard & TH 5 (Arboretum Boulevard) (Traffic Signal) 11. W 78th Street & Laredo Drive (Traffic Signal) 12. W 78th Street & Retail Entrance (Chanhassen Dinner Theatres) (Side Street Stop) 13. W 78th Street & Great Plains Boulevard (Traffic Signal) 14. Great Plains Boulevard & Market Street (Side Street Stop) 15. Great Plains Boulevard & W 79th Street (North) (Side Street Stop) 16. Great Plains Boulevard & W 79th Street (South) (Side Street Stop) 17. Great Plains Boulevard & TH 5 (Arboretum Boulevard) (Traffic Signal) Exhibit 1 of Appendix A illustrates the study area and location of the study intersections. Exhibit 2A and Exhibit 2B summarize the existing intersection control type and lane assignment at each study intersection. DATA COLLECTION Existing turning movement counts were collected at the study intersections on Monday, May 22nd, Wednesday, May 24th, and Wednesday, May 31, 2023. 24-hour turning movement counts were collected at all signalized intersections and high-volume unsignalized intersections to allow for a review of intersection control warrants. Peak period counts were collected at the remaining unsignalized intersections. The count data included vehicles, as well as bicycles and pedestrians. The AM peak hour for this study was determined to be 7:30 AM to 8:30 AM and the PM peak hour 4:30 PM to 5:30 PM. Exhibit 3A and Exhibit 3B provide the AM and PM peak hour vehicle turning movement volumes for Existing (2023) Conditions. The existing traffic count data is attached in Appendix B. EXISTING TRAFFIC OPERATIONS A capacity analysis of the study intersections was performed for both the AM and the PM peak hour using Synchro/SimTraffic software to determine existing level of service (LOS) and vehicle delay (in seconds per vehicle) for each intersection movement. The study intersections were modeled with the existing geometry and intersection control as summarized in Exhibit 2A and Exhibit 2B and existing traffic volumes are provided in Exhibit 3A and Exhibit 3B. Level of Service (LOS) grades, which are provided in the Transportation Research Board’s Highway Capacity Manual (HCM), quantify and categorize the driver’s discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating is provided in Table 1. 11 3 Downtown Chanhassen Traffic Study October 2023 Table 1: Level of Service Grading Descriptions Level of Service Description A Minimal control delay: traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. C Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E High control delay; average travel speed no more than 33 percent of free flow speed. F Extremely high control delay: extensive queuing and high volumes create exceedingly restricted traffic flow. The range of control delay for each rating (as detailed in the HCM) is shown in Table 2. Higher delays are tolerated for respective LOS rates at signalized intersections, because these intersections are expected to carry a larger volume of vehicles and stopping is required during red time. Table 2: Level of Service Grading Criteria Level of Service Average Control Delay (sec/veh) at: Unsignalized Intersections Signalized Intersections A 0 – 10 0 – 10 B > 10 – 15 > 10 – 20 C > 15 – 25 > 20 – 35 D > 25 – 35 > 35 – 55 E > 35 – 50 > 55 – 80 F > 50 > 80 The level of service and delay results for the Existing Conditions (2023) are summarized in Table 3. The SimTraffic reports are included in Appendix C. 12 Downtown Chanhassen Traffic Study October 2023 4 Table 3: Existing (2023) Conditions Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Powers Boulevard Signal EB D (43.4) D (43.8) A (5.4) B (17.9) D (35.4) D (42.8) A (7.1) C (22.8) WB D (40.5) C (24.0) A (4.6) C (34.5) C (33.5) A (6.5) NB D (44.4) B (13.1) A (2.5) D (45.5) C (22.9) A (4.6) SB D (48.1) A (9.3) A (1.6) D (43.4) B (17.6) A (3.2) W 78th Street & West Target Entrance Signal EB A (5.6) A (2.8) A (1.8) A (4.0) A (9.0) A (6.9) A (3.5) A (8.2) WB A (4.8) A (3.6) A (1.7) A (8.7) A (7.5) A (3.5) NB B (13.8) A (2.8) B (19.3) B (16.6) A (4.3) SB B (15.2) B (16.6) A (3.0) B (17.8) C (21.3) A (5.3) W 78th Street & East Target Entrance Side Street Stop EB A (3.1) A (0.7) A (0.4) - (-) A (4.7) A (1.3) A (1.1) - (-) WB A (3.8) A (1.2) A (1.1) A (4.9) A (1.6) A (1.4) NB A (8.1) A (6.6) A (3.6) C (15.3) C (17.2) A (6.2) SB A (5.9) A (6.8) A (2.8) B (12.7) C (19.3) A (4.7) W 78th Street & Kerber Boulevard Signal EB A (8.6) A (6.4) A (2.2) B (10.7) B (13.1) A (6.5) A (3.7) B (11.4) WB A (9.5) A (6.3) A (3.6) B (10.0) A (9.0) A (7.0) NB B (18.3) B (19.9) A (3.1) C (26.9) C (26.6) A (5.7) SB C (27.5) B (17.8) A (3.7) C (33.2) C (23.4) A (4.7) Kerber Boulevard & N City Center Drive Side Street Stop EB A (7.3) A (3.1) - (-) A (6.3) A (8.7) A (3.4) - (-) WB A (6.1) A (2.9) A (7.0) A (3.4) NB A (2.1) A (0.9) A (0.7) A (1.6) A (1.0) A (0.7) SB A (1.4) A (0.2) A (0.2) A (2.6) A (0.2) A (0.1) W 78th Street & Market Boulevard Signal EB A (9.2) A (9.8) A (3.7) A (8.2) B (11.7) B (15.1) A (4.7) B (14.0) WB A (8.9) A (5.0) A (2.6) B (14.6) A (9.7) A (6.7) NB B (18.1) B (13.6) A (5.9) C (28.8) B (17.3) A (8.5) SB B (13.8) B (14.7) A (3.6) B (14.7) B (19.5) A (7.0) Market Boulevard & Market Square North Driveway Side Street Stop EB A (8.7) A (3.4) - (-) C (18.3) C (24.8) A (6.1) - (-) WB A (8.6) A (8.1) C (19.4) C (24.1) A (7.7) NB A (2.9) A (0.6) A (0.2) A (4.9) A (1.9) A (0.3) SB A (3.3) A (0.8) A (0.5) A (4.7) A (1.4) A (0.8) Market Boulevard & Market Street Side Street Stop EB B (10.2) A (3.6) - (-) B (14.4) C (22.5) A (4.7) - (-) WB A (6.8) A (2.9) C (18.3) A (8.1) NB A (3.4) A (1.4) A (1.1) A (6.2) A (2.7) A (1.2) SB A (4.1) A (0.4) A (0.2) A (5.2) A (0.7) A (0.7) 13 5 Downtown Chanhassen Traffic Study October 2023 Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall Market Boulevard & W 79th Street Side Street Stop EB - (-) - (-) WB A (9.0) A (2.7) F (100+) E (35.8) NB A (3.8) A (3.5) A (6.0) A (5.6) SB A (5.0) A (0.3) B (12.1) A (6.7) Arboretum Boulevard & Market Boulevard Signal EB F (98.4) C (25.9) A (8.8) D (40.1) F (80.8) D (36.2) A (9.7) D (49.6) WB E (79.5) B (10.1) A (7.3) E (69.5) D (42.8) B (16.8) NB F (100+) F (100+) A (6.4) F (80.2) E (77.5) A (5.6) SB E (74.9) F (88.5) A (2.2) F (100+) F (100+) A (4.0) W 78th Street & Laredo Boulevard Signal EB A (7.7) A (4.8) A (3.1) A (7.2) A (9.2) A (5.7) A (4.1) A (8.2) WB A (5.2) A (5.0) A (2.0) A (8.2) A (5.8) A (3.5) NB C (24.9) B (15.7) A (6.3) C (25.6) C (34.4) B (13.0) SB C (25.1) B (18.4) A (5.3) C (28.1) C (25.6) A (7.2) W 78th Street & Retail Entrance Side Street Stop EB A (3.0) A (1.0) A (0.8) - (-) A (5.0) A (1.7) A (1.2) - (-) WB A (4.0) A (1.0) A (0.9) A (5.2) A (1.3) A (1.5) NB A (7.7) A (3.6) C (17.6) A (8.5) SB A (7.7) A (2.6) B (11.3) A (5.8) Great Plains Boulevard & W 78th Street Signal EB A (9.4) B (13.2) WB B (14.7) A (5.5) C (25.3) A (6.3) NB B (11.0) A (2.0) B (19.1) A (4.4) SB B (12.0) B (12.9) B (14.7) B (17.7) Great Plains Boulevard & Market Street Side Street Stop EB A (5.8) A (2.7) - (-) A (8.4) A (3.2) - (-) WB A (6.8) A (3.5) B (10.0) B (12.5) A (4.8) NB A (2.5) A (0.5) A (0.3) A (2.8) A (0.3) A (0.1) SB A (3.5) A (1.3) A (1.1) A (4.2) A (1.1) A (1.1) Great Plains Boulevard & W 79th Street (North) Side Street Stop EB A (6.8) A (8.4) A (3.0) - (-) B (10.8) A (5.0) - (-) WB A (7.2) A (3.1) B (11.6) B (10.5) A (3.0) NB A (1.3) A (0.4) A (0.2) A (0.6) A (0.3) SB A (2.9) A (0.4) A (0.4) A (2.9) A (0.4) A (0.3) Great Plains Boulevard & W 79th Street (South) Side Street Stop EB B (10.1) B (14.4) A (4.6) - (-) C (19.8) D (34.3) C (18.1) - (-) WB B (10.8) D (33.7) D (30.7) A (8.8) NB A (6.4) A (4.7) A (5.4) A (8.9) A (6.7) A (6.7) SB A (5.0) A (2.1) A (0.2) B (10.5) A (3.9) A (0.5) 14 Downtown Chanhassen Traffic Study October 2023 6 Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall Arboretum Boulevard & Great Plains Boulevard Signal EB E (76.9) B (17.8) B (12.1) C (26.6) E (78.9) C (22.7) B (11.6) D (38.6) WB F (100+) B (18.5) A (4.9) F (89.4) D (40.0) A (7.2) NB E (72.4) F (90.4) D (48.2) E (73.7) F (89.9) D (36.2) SB F (83.4) E (66.1) B (10.8) F (88.9) F (81.9) D (47.8) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red) Based on the Existing Year (2023) capacity analysis, all signalized intersections operate at LOS C or better in the AM and PM peak hour, except for the two intersections along TH 5. All movements at unsignalized intersections operate at LOS C or better, except for Market Boulevard & W 79th Street and Great Plains Boulevard & W 79th Street. These two intersections are impacted by queuing from nearby signalized intersections at TH 5. Signal timing along TH 5 prioritizes through traffic flow on TH 5, which causes higher delays for the major street left turn movements and minor street approaches. The intersection of TH 5 & Great Plains Boulevard operates at LOS D in the PM peak hour and the intersection of TH 5 & Market Boulevard operates at LOS D in the AM and PM peak hour. At both intersections, the left turn movements and minor street through movements operate at LOS E of LOS F. At TH 5 & Market Boulevard, the southbound approach 95th percentile queue extends past the intersection of Market Boulevard & W 79th Street by approximately 160 feet in the PM peak hour. This means that the intersection is blocked by queues for some of the peak hour, which contributes to higher delays for vehicles accessing Market Street from W 79th Street. The westbound left and through movement at this intersection operate at LOS F and E in the PM peak hour, respectively. A similar issue exists at the intersection of TH 5 & Great Plains Boulevard. The southbound approach 95th percentile queue extends past the Great Plains Boulevard & W 79th Street intersection by 75 feet, which blocks movements from accessing Great Plains Boulevard for portions of the PM peak hour. The eastbound left turn and the westbound left turn and through movements operate at LOS D. STREETLIGHT ANALYSIS An analysis was completed to quantify an observed pattern of cut-through traffic through Downtown Chanhassen. Market Boulevard intersects TH 5, but only extends one block north of W 78th Street. Kerber Boulevard does not intersect TH 5 but does intersect W 78th Street and connects Downtown Chanhassen to residential areas to the north. This lack of connectivity is believed to create a cut-through traffic pattern where traffic uses Market Boulevard, W 78th Street and Kerber Boulevard to pass through downtown Chanhassen rather than traveling on Powers Boulevard to TH 5. This creates high northbound left turn and eastbound right turn volumes at W 78th Street & Market Boulevard, and high westbound right turn and southbound left turn volumes at W 78th Street & Kerber Boulevard. To quantify this pattern, StreetLight Origin-Destination (O-D) data was used to estimate the amount of traffic that utilizes Market Boulevard and Kerber Boulevard route to cut through downtown in both the northbound and southbound directions. Figure 1 and Figure 2 below describe the breakdown of traffic between Market Boulevard, W 78th Street, and Kerber Boulevard measured using StreetLight data from 2019 during the AM Peak (6AM-10AM), PM Peak (3PM-7PM), and Daily (12AM-12AM) periods. 15 7 Downtown Chanhassen Traffic Study October 2023 Figure 1: Chanhassen Cut-Through Traffic Analysis (Northbound Distribution) Figure 2: Chanhassen Cut-Through Traffic Analysis (Southbound Distribution) The O-D data shows that 36 percent of the daily northbound traffic on Market Boulevard continues north on Kerber Boulevard to cutting through downtown Chanhassen. A similar pattern occurs in the reverse direction to a lesser degree. 26 percent of daily traffic southbound on Market Boulevard comes from 16 Downtown Chanhassen Traffic Study October 2023 8 southbound Kerber Boulevard. The O-D data confirms that Market Boulevard and Kerber Boulevard are used as cut-through routes. The cut through traffic pattern is more prominent in the northbound direction which is likely because southbound traffic experiences higher delays on the southbound approach at TH 5 and Market Boulevard as compared to the reverse westbound to northbound right turn movement. TRAFFIC FORECASTS Future traffic was projected throughout the study area to estimate daily and peak hour traffic volumes at the study intersections for the Design Year (2045). The traffic forecasts consist of two main components: background growth and planned development traffic. Background growth associated with local and regional population and employment increases was determined using projections from the City of Chanhassen and Carver County 2040 Transportation Plans. The annual growth rate along TH 5 and Powers Boulevard was forecasted at about 0.75 percent. The annual growth rate along Market Boulevard, Great Plains Boulevard, and W 78th Street were less consistent and are anticipated to vary between 0 and 0.6 percent. Based on these forecasted traffic volumes, 0.75% is the recommended growth rate for Powers Boulevard and TH 5, while a 0.5% growth rate is recommended for Market Boulevard, W 78th Street, and Great Plains Boulevard. These annual growth rates were applied to Existing (2023) traffic volumes to develop the Future Year (2045) traffic volumes. Refer to Appendix D for a summary of project annual growth rates. The City of Chanhassen has several parcels that are planned to redevelop so this study was to also to consider the impacts of redevelopment. Therefore, the second component of the traffic forecasts accounts for traffic generated by several specific redevelopments adjacent to study area. Trips generated by development were estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition). Refer to Appendix E for additional information on Trip Generation assignments. Below is a description of the parcels that are anticipated to redevelop: 1. A mid-rise multifamily housing development is proposed for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped from a hotel into 350 residential units and 12,000 square feet of restaurant and retail space. In total this proposed housing development is anticipated to bring approximately 3,000 daily trips to the study area. 2. Near the Great Plains Boulevard & Market Street intersection, there is an existing parking garage that was a park-and-ride lot for SouthWest Transit. This park-and-ride lot is no longer served by regular transit service. This site may be repurposed at some point in the future. For the purposes of this study, it was assumed that the lot would be redeveloped into a land use like other recent redevelopment sites in Downtown Chanhassen. The trip generation of a potential redevelopment of this site was estimated using the trip generation rates for 200 units of mid-rise multifamily housing and 6,000 square feet of retail/restaurant space. 3. There is also redevelopment near the Chanhassen City Hall. The City of Chanhassen has proposed a concept for a civic campus adjacent to City Hall. This plan includes the addition of a park, recreational areas, a performance space, and a new City Hall building which will include a senior center. The entering and exiting volumes on the north leg of the W 78th Street and Market Boulevard intersection and the west leg of the Kerber Boulevard and North City Center Drive intersection have been increased by 10% in addition to the background growth to account for the increased volume due to redevelopment of this site. 17 9 Downtown Chanhassen Traffic Study October 2023 The background growth rates were applied to the Existing (2023) traffic volumes. Exhibit 4A and Exhibit 4B summarize assignment of total trips generated by development within the study area. Expected traffic growth from the redevelopment was added in addition to these growth rates to develop the Future Year (2045) volumes. Future Year (2045) traffic volumes are summarized in Exhibit 5A and Exhibit 5B. NO BUILD CONDITIONS ANALYSIS Using the forecasted volumes, a capacity analysis for the AM and PM peak hours was performed using the Synchro/SimTraffic to determine the anticipated operating service level of the study intersections for the Future Year (2045) No Build conditions. The roadway geometry, lane configurations, and traffic control at study intersections remained unchanged from existing conditions. The cycle length and signal phasing were not changed from existing conditions. FUTURE YEAR (20 4 5) NO BUILD TRAFFIC OPERATIONS No Build results of the level of service and delay analysis for the study intersections are summarized in Table 4 below. The SimTraffic reports are included in Appendix C. Table 4: Future Year (2045) No Build Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Powers Boulevard Signal EB D (41.7) D (48.9) A (5.5) B (19.1) D (40.2) D (42.3) A (7.8) C (24.4) WB D (38.2) C (24.9) A (5.6) D (37.4) D (35.8) A (8.2) NB D (53.3) B (15.9) A (3.2) D (43.8) C (25.7) A (6.7) SB D (47.7) B (10.6) A (1.8) D (46.0) B (17.2) A (3.0) W 78th Street & West Target Entrance Signal EB A (5.6) A (3.1) A (2.0) A (4.2) B (11.0) A (8.1) A (3.6) A (9.5) WB A (5.9) A (3.7) A (1.7) B (11.5) A (9.0) A (3.8) NB B (15.5) A (3.1) C (22.2) B (17.4) A (5.2) SB C (20.3) B (14.6) A (3.7) B (19.3) B (19.6) A (5.3) W 78th Street & East Target Entrance Side Street Stop EB A (4.0) A (0.7) A (0.8) - (-) A (5.1) A (1.5) A (1.4) - (-) WB A (4.2) A (1.3) A (1.1) A (6.8) A (1.8) A (1.8) NB A (8.5) B (10.3) A (3.7) C (17.4) C (18.2) A (7.1) SB A (6.9) A (7.7) A (3.6) C (16.2) C (15.6) A (5.4) W 78th Street & Kerber Boulevard Signal EB B (10.3) A (6.6) A (3.5) B (11.4) B (14.5) A (7.7) A (4.5) B (12.2) WB A (9.6) A (7.3) A (4.7) B (10.8) B (10.3) A (8.0) NB B (16.0) C (22.3) A (4.6) C (24.0) C (23.5) A (5.3) SB C (28.8) B (13.2) A (3.9) C (33.3) B (19.2) A (4.8) Kerber Boulevard & N City Center Drive Side Street Stop EB A (7.0) A (4.1) - (-) A (6.8) A (9.6) A (3.3) - (-) WB A (5.3) A (2.4) A (7.3) A (4.4) NB A (2.8) A (1.0) A (0.8) A (2.3) A (1.2) A (0.7) SB A (1.8) A (0.2) A (0.3) A (2.3) A (0.3) A (0.5) 18 Downtown Chanhassen Traffic Study October 2023 10 Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB B (10.4) B (11.7) A (4.1) A (9.6) B (13.4) B (16.9) A (5.5) B (16.6) WB A (9.9) A (6.0) A (3.1) B (16.5) A (9.7) A (6.2) NB C (21.4) B (15.2) A (6.9) D (39.9) B (18.6) B (10.7) SB C (26.2) B (14.8) A (4.3) C (29.1) B (18.2) A (8.2) Market Boulevard & Market Square North Driveway Side Street Stop EB B (10.5) A (4.6) - (-) E (39.1) E (37.4) B (11.0) - (-) WB A (9.8) B (10.7) D (27.9) C (23.8) B (12.3) NB A (3.9) A (0.8) A (0.4) A (6.4) A (2.5) A (0.5) SB A (4.0) A (0.9) A (0.5) A (4.9) A (1.6) A (0.8) Market Boulevard & Market Street Side Street Stop EB A (7.3) A (4.8) - (-) D (25.7) D (32.9) A (7.7) - (-) WB B (11.0) A (5.9) D (33.7) C (15.6) NB A (3.8) A (1.8) A (1.4) A (6.7) A (2.8) A (1.4) SB A (4.0) A (0.7) A (0.3) A (6.2) A (1.3) A (0.7) Market Boulevard & W 79th Street Side Street Stop EB - (-) - (-) WB B (12.3) A (2.9) F (100+) F (100+) NB A (3.8) A (3.5) A (7.4) A (6.6) SB A (6.0) A (0.5) C (16.7) C (19.3) Arboretum Boulevard & Market Boulevard Signal EB F (100+) D (35.7) B (13.9) D (54.3) F (100+) F (87.1) D (42.9) F (100+) WB E (75.1) B (11.9) A (9.1) F (91.7) F (86.5) D (38.6) NB F (100+) F (100+) B (12.6) F (100+) F (100+) C (31.3) SB F (92.2) F (87.6) A (2.2) F (100+) F (100+) A (6.0) W 78th Street & Laredo Boulevard Signal EB A (8.6) A (7.1) A (4.9) A (9.8) B (10.1) A (9.2) A (6.4) A (9.8) WB A (7.7) A (7.2) A (2.8) B (10.1) A (5.7) A (4.1) NB C (24.1) C (23.9) B (12.0) C (28.4) C (23.8) B (13.6) SB C (23.8) B (17.7) A (5.5) C (27.8) C (30.2) A (7.4) W 78th Street & Retail Entrance Side Street Stop EB A (3.5) A (1.3) A (0.9) - (-) A (6.1) A (2.1) A (1.5) - (-) WB A (5.1) A (1.0) A (1.1) A (5.4) A (1.4) A (1.0) NB A (9.5) A (4.4) C (17.6) A (8.4) SB B (12.0) A (3.4) C (18.7) A (3.7) Great Plains Boulevard & W 78th Street Signal EB B (10.2) B (15.0) WB B (16.2) A (5.3) C (22.3) A (7.1) NB B (11.2) A (2.2) C (22.4) A (7.0) SB B (14.3) B (12.7) B (17.9) B (17.8) 19 11 Downtown Chanhassen Traffic Study October 2023 Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall Great Plains Boulevard & Market Street Side Street Stop EB A (7.5) A (3.3) - (-) B (14.4) A (4.4) - (-) WB A (7.7) A (3.6) B (13.5) B (11.6) A (6.0) NB A (2.7) A (0.4) A (0.2) A (3.3) A (0.4) A (0.2) SB A (3.9) A (1.4) A (1.3) A (4.5) A (1.2) A (1.1) Great Plains Boulevard & W 79th Street (North) Side Street Stop EB A (8.6) B (10.3) A (3.5) - (-) B (12.3) A (4.6) - (-) WB B (11.0) A (3.3) C (15.6) C (15.5) A (3.5) NB A (1.8) A (0.4) A (0.2) A (0.7) A (0.2) SB A (3.8) A (0.4) A (0.2) A (4.4) A (0.8) A (0.2) Great Plains Bouleverard & W 79th Street (South) Side Street Stop EB F (53.7) D (25.9) E (38.7) - (-) F (100+) F (100+) F (100+) - (-) WB E (39.5) F (100+) F (100+) F (100+) NB C (17.9) A (6.5) A (5.4) E (45.4) C (21.9) C (20.6) SB A (4.5) A (2.4) A (0.3) C (18.8) A (8.7) A (0.7) Arboretum Boulevard & Great Plains Boulevard Signal EB F (100+) C (23.7) B (13.9) C (33.8) F (100+) C (33.7) B (14.7) F (100+) WB F (100+) C (21.6) A (5.4) F (100+) F (100+) E (67.3) NB E (74.6) F (100+) E (59.2) E (71.8) F (100+) E (56.3) SB F (100+) E (65.0) C (21.1) F (100+) F (87.8) E (63.8) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red) Based on the Future Year (2045) No Build capacity analysis, the signalized intersections are projected to operate at LOS C or better in the AM and PM peak hour, except for the two intersections along TH 5. This is consistent with Existing Conditions. The eastbound left turn and through movement at Market Boulevard & Market Square North Drive are the two unsignalized movements that operate worse than LOS D, that aren’t directly impacted by queues from an adjacent signalized intersection. Both movements are anticipated to operate at just above the LOS E threshold. The southbound approach at the intersection of TH 5 & Market Boulevard is projected to have a 95th percentile queue that extends past the upstream intersection of Market Boulevard & W 79th Street by 300 feet during the PM peak hour. This creates high delays for the westbound left and right turn (both are projected to operate at LOS F) at Market Boulevard and W 79th Street as queues block vehicles from heading south on Market Boulevard during the PM peak hour. The intersection of TH 5 & Great Plains Boulevard also has a southbound queue that extends through an upstream intersection. The 95th percentile queue for this approach extends past W 79th Street by 140 feet in the AM peak hour and 130 feet in the PM peak hour. Multiple movements at the intersection of Great Plains Boulevard & W 79th Street operate at LOS E or LOS F in the AM and PM peak hour because they are blocked by queues for some portion of the peak hour. 20 Downtown Chanhassen Traffic Study October 2023 12 BUILD CONDITIONS ANALYSIS The build analysis is separated into four sections. Each section summarizes an analysis for build alternatives in different sections of the study area. The build alternatives analysis focused on the following and the detail involved was dependent on the purpose of the analysis: 1. On Market Boulevard, two different alternatives were analyzed to inform the preliminary design of Market Boulevard for the Market Boulevard Improvements Project. This project is expected to begin construction in 2024. Potential intersection control alternatives were also evaluated at the intersection Market Boulevard & W 78th Street. 2. Several other improvement concepts for the study area were analyzed at a higher level to inform long term planning decisions made by the City of Chanhassen that include: • A through lane reduction was analyzed along W 78th Street and Great Plains Boulevard to understand the potential impacts of improving the transportation system to better align with the context of downtown as it redevelops to allow for incorporation of completed street elements (e.g., addition of missing sidewalks, shorter pedestrian crossing, bulb-outs, on- street parking, etc.) that better serve non-motorized users and the redevelop parcels. • Potential solutions to improve traffic issues at the TH 5 and Market Boulevard and Great Plain Boulevard intersections were reviewed. • A high-level access management and road network connectivity improvements were evaluated to improve mobility to and from businesses W 79th Street. MARKET BOULEVARD IMPROVEMENTS 3 -LANE AND 5 -LANE MARKET BOULEVARD ALTERNATIVES Two different alternatives were analyzed on Market Boulevard between W 79th Street and W 78th Street. One alternative was a 3-lane divided roadway with dedicated left turn lanes, and right turn lanes where feasible throughout the corridor. The second alternative was a 5-Lane undivided roadway with dedicated left turn lanes and no right turn lanes. The access to the Walgreens north of W 79th Street is converted to right-in/right-out only in both concepts. Concept drawings for both alternatives are included in Appendix F. Both 3-Lane and 5-Lane build options were analyzed in Synchro/Simtraffic using Future Year (2045) traffic volumes. No changes were made to traffic control. For study intersections impacted by these improvement concepts, delay and LOS results for the 3-Lane alternative and the 5-lane alternative are summarized in Table 5 and Table 6, respectively. The SimTraffic reports are included in Appendix C. Both the 3-Lane Build and 5-Lane Build study area intersections are projected to operate similarly to the No Build Conditions. Several movements at Market Boulevard and Market Street have slightly higher delays in the 3-Lane alternative in the PM peak hour. However, the eastbound left turn delay at Market Boulevard & Market Square North Driveway is only higher than No Build by 6 seconds per vehicle and is still within a reasonable range for a side street movement at a side street stop control intersection. The eastbound through movements at Market Boulevard & Market Square North Driveway and the westbound left turn movement at Market Boulevard & Market Street also operate at LOS E or F in the PM peak hour, but these movement are projected to be less than 10 vehicles in the PM peak hour in 2045. After analyzing the two alternatives, the 3-Lane alternative is recommended. This alternative offers similar operations along Market Boulevard to the No Build alternative and the 5-lane alternative, without widening the road. This allows for the enhancement of pedestrian facilities and creation of a meeting with less impact 21 13 Downtown Chanhassen Traffic Study October 2023 to nearby properties. The 3-Lane alternative also is anticipated to reduce weaving traffic and increases pedestrian safety by allowing a shorter crossing of Market Boulevard. As part of the traffic analysis Market Boulevard, on-street parking was evaluated as an addition to the 3- lane alternative. The 3-lane alternative creates space within the right-of-way that could be used for on- street parking. However, the establishment of on-street parking is not recommended along Market Boulevard within the study area at this time. The amount of on-street parking that could be provided within proposed cross section is minimal due to the proposed turn lanes at intersections. On-street parking can have traffic calming effects, but the traffic calming effects are most pronounced on roadways with wide shoulders were on street parking would reduce the width of the traveled way and where on-street parking would be heavily utilized. It is recommended that efforts to add on-street parking in Downtown Chanhassen be focused on W 78th Street, where on-street parking could be used to reduce the number of through lanes. 22 Downtown Chanhassen Traffic Study October 2023 14 Table 5: 3-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB A (9.2) B (12.7) A (5.6) B (10.2) C (21.0) C (23.3) B (11.7) C (20.8) WB B (12.4) A (6.5) A (4.4) C (21.3) B (15.1) A (9.2) NB C (21.7) B (12.3) A (6.2) D (39.7) B (19.0) B (10.6) SB C (21.7) B (17.2) A (5.1) C (23.2) C (20.1) B (10.0) Market Boulevard & Market Square North Driveway Side Street Stop EB B (12.6) A (5.6) - (-) E (45.4) F (51.0) B (10.2) - (-) WB A (9.8) B (12.3) A (4.4) D (28.4) D (28.2) C (19.4) NB A (4.1) A (0.8) A (6.2) A (5.7) A (2.7) A (1.6) SB A (3.0) A (0.8) A (0.7) A (5.8) A (1.3) A (1.1) Market Boulevard & Market Street Side Street Stop EB B (10.0) A (4.2) - (-) D (33.8) E (37.4) B (13.7) - (-) WB B (10.4) A (6.5) E (41.3) A (9.2) NB A (3.5) A (0.6) A (0.5) D (39.7) B (19.0) B (10.6) SB A (3.3) A (0.3) A (0.1) C (23.2) C (20.1) B (10.0) Table 6: 5-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Market Boulevard Signal EB B (10.8) B (12.6) A (5.4) A (9.8) B (19.0) C (21.1) A (9.8) B (18.6) WB B (10.9) A (6.6) A (3.6) C (23.5) B (15.4) B (13.2) NB C (20.1) B (12.5) A (5.5) C (32.5) B (16.6) A (8.2) SB B (14.2) B (15.8) A (5.0) C (27.3) B (17.1) A (7.4) Market Boulevard & Market Square North Driveway Side Street Stop EB B (10.8) A (5.4) - (-) D (32.5) E (44.9) A (6.7) - (-) WB A (8.2) B (10.5) A (3.6) C (22.1) C (23.9) A (9.3) NB A (3.8) A (0.5) A (5.5) A (5.5) A (1.0) A (0.5) SB A (3.1) A (0.8) A (0.7) A (4.7) A (1.1) A (0.9) Market Boulevard & Market Street Side Street Stop EB A (9.7) A (3.0) - (-) C (22.3) D (27.1) A (7.8) - (-) WB B (10.6) A (5.0) C (23.8) B (13.2) NB A (3.4) A (1.1) A (1.2) C (32.5) B (16.6) A (8.2) SB A (2.8) A (0.2) A (0.2) C (27.3) B (17.1) A (7.4) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red) 23 15 Downtown Chanhassen Traffic Study October 2023 MARKET BOULEVARD AND W 78 TH STREET INTERSECTION CONTROL ALTERNATIVES Intersection control alternatives were also analyzed for the intersection of Market Boulevard & W 78th Street to inform the design of the Market Boulevard Improvements Project. This intersection is currently signalized, although a roundabout was considered to understand if a different type of intersection control should be considered. A single lane roundabout was first analyzed but it did not provide acceptable operations due to the high northbound left turn movement and at least one approach required an additional lane Therefore, two multilane roundabouts, a 2-by-1 roundabout and a hybrid single lane roundabout with an exclusive westbound left turn lane (and associated circulating lane in the roundabout), were analyzed in using RODEL roundabout analysis software at the 50th and 85th percentile confidence levels using Future Year (2045) traffic volumes. Conceptual layouts of each roundabout are included in Appendix G. Both roundabout alternatives were projected to operate at a similar level of service as a traffic signal in the No Build conditions, which operates at LOS A and B in the AM and PM peak hour, respectively. The RODEL reports are included in Appendix H. Although both roundabout options would operate similar LOS compared to a traffic signal at the intersection of Market Boulevard & W 78th Street, it is not recommended due to the magnitude of right-of-way impacts and a lack of significant operational benefit compared to a traffic signal. Multi-lane roundabouts also do not provide the same magnitude of safety benefit as a single lane roundabout, when compared to traditional intersection traffic control. Table 7: 2 by 1 Roundabout Future Year (2045) Peak Hour LOS Results Approach AM PM 50% Confidence 85% Confidence 50% Confidence 85% Confidence W 78th St (EB) A A A A W 78th St (WB) A A A A Market Blvd (NB) A A A C Market Blvd (SB) A A A A Table 8: Hybrid Roundabout Future Year (2045) Peak Hour LOS Results Approach AM PM 50% Confidence 85% Confidence 50% Confidence 85% Confidence W 78th St (EB) A A A A W 78th St (WB) A B B D Market Blvd (NB) A A B D Market Blvd (SB) A A A A OTHER IMPROVEMENT CONCEPTS W 78 TH STREET AND GREAT P L AINS BOULEVARD There are no impending improvement projects for the W 78th Street ang Great Plains Boulevard corridors, beyond those that would be incorporated as part of the Market Boulevard Improvements project at the Market Boulevard and W 78th Street intersection. To inform long term planning decisions a potential lane reduction improvement concept was evaluated along W 78th Street and Great Plains Boulevard. The primary purpose of lane reduction along W 78th Street and Great Plains Boulevard is to optimize the use of street space to benefit all users in the area and best fit the context of the area. This proposed improvement along W 78th Street and Great Plains Boulevard would potentially shorten crossing widths for pedestrians 24 Downtown Chanhassen Traffic Study October 2023 16 and reduce weaving traffic along the roadway. Lane reduction would also allow other improvements to be incorporate such as sidewalk connection where gaps exist, widened sidewalks and/or landscape buffers, and the ability to add on-street parking with less right of way impacts. To test the feasibility of a lane reduction on W 78th Street and Great Plains Boulevard, a scenario where a through lane was removed in each direction from Powers Boulevard to W 79th Street was modeled in Synchro/Simtraffic. The lane geometry for this scenario is illustrated in Exhibit 6A and Exhibit 6B. The delay and LOS results for the impacted intersections are summarized in Table 9. The SimTraffic reports are included in Appendix C. Table 9: Lane Reduction Future Year (2045) Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall W 78th Street & Powers Boulevard Signal EB D (43.7) D (48.6) A (6.3) B (19.0) D (38.2) D (42.7) A (8.4) C (25.4) WB D (40.7) C (25.4) A (5.0) D (36.9) C (33.2) A (8.8) NB D (49.3) B (15.9) A (3.6) D (46.9) C (25.2) A (7.7) SB D (47.7) B (10.2) A (1.6) E (60.5) B (17.7) A (3.5) W 78th Street & West Target Entrance Signal EB A (5.4) A (3.1) A (1.9) A (4.2) B (13.3) A (9.3) A (4.3) B (11.5) WB A (6.5) A (4.0) A (2.0) B (14.2) B (11.1) A (7.9) NB B (12.1) A (3.2) C (25.6) C (21.0) A (7.6) SB B (19.1) B (10.5) A (3.7) C (25.3) C (25.9) A (8.7) W 78th Street & East Target Entrance Side Street Stop EB A (3.7) A (0.9) A (0.6) - (-) A (6.0) A (2.0) A (1.5) - (-) WB A (4.5) A (1.6) A (1.4) A (7.6) A (2.7) A (2.0) NB A (8.7) B (11.3) A (4.1) D (32.3) D (26.0) C (15.0) SB A (8.2) A (9.0) A (3.3) C (23.1) C (23.0) A (9.0) W 78th Street & Kerber Boulevard Signal EB A (9.5) A (7.6) A (4.6) B (11.2) B (16.5) B (11.0) A (7.9) B (14.3) WB A (9.5) A (7.5) A (3.1) B (14.0) B (14.3) A (6.3) NB B (17.1) B (17.0) A (4.5) C (21.8) C (24.3) A (8.5) SB C (26.6) B (17.3) A (3.7) C (33.0) B (19.8) A (6.9) W 78th Street & Market Boulevard Signal EB B (10.7) B (12.8) A (6.1) B (10.1) C (20.0) C (21.5) B (10.8) C (20.2) WB B (11.7) A (7.0) A (4.4) C (22.7) B (15.5) B (13.0) NB B (19.7) B (13.4) A (6.2) D (38.9) C (20.3) B (10.5) SB C (23.9) B (16.8) A (4.6) C (22.5) C (21.9) A (8.6) W 78th Street & Laredo Boulevard Signal EB A (9.5) A (8.0) A (5.1) B (10.3) B (13.8) B (10.0) A (7.4) B (12.3) WB A (9.5) A (8.0) A (4.6) B (12.0) B (10.3) A (8.1) NB C (23.3) C (24.1) B (13.4) C (29.3) D (41.2) B (16.8) SB C (22.5) C (21.2) A (6.8) C (27.4) C (24.6) A (9.0) W 78th Street & Retail Entrance Side Street Stop EB A (3.8) A (1.3) A (1.4) - (-) A (6.6) A (2.1) A (1.8) - (-) WB A (4.7) A (1.1) A (1.1) A (5.9) A (1.7) A (1.7) NB B (11.4) A (4.1) C (22.6) A (9.6) SB A (9.8) A (2.7) C (18.7) A (9.4) 25 17 Downtown Chanhassen Traffic Study October 2023 Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall Great Plains Boulevard & W 78th Street Signal EB B (10.4) B (15.9) WB B (17.2) A (5.7) C (25.4) A (9.8) NB B (13.0) A (2.4) C (21.5) A (4.9) SB B (13.4) B (12.9) C (20.1) B (17.1) Great Plains Boulevard & Market Street Side Street Stop EB A (7.6) A (3.4) - (-) B (12.1) A (6.3) - (-) WB A (7.8) A (3.9) B (13.8) B (12.6) A (6.3) NB A (3.2) A (0.6) A (0.2) A (3.7) A (0.6) A (0.2) SB A (3.5) A (1.7) A (1.6) A (4.8) A (2.0) A (1.4) Great Plains Boulevard & W 79th Street (North) Side Street Stop EB A (7.5) A (9.9) A (7.6) - (-) B (13.4) C (15.2) - (-) WB B (14.9) A (3.1) D (25.3) B (11.9) A (4.1) NB A (2.9) A (0.5) A (0.2) A (0.7) A (0.3) SB A (4.3) A (2.7) A (0.5) A (4.5) A (6.0) A (0.6) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red) Based on the capacity analysis, the study intersections are anticipated to operate at LOS C or better in both peak hours. Overall, the results for the lane reduction concept show minor differences in delay when compared to the No Build Conditions. The differences in overall intersection delay are at most 4 seconds per vehicle, which has a minimal impact on the operation of the roadway. The southbound left turn in the PM peak hour at the intersection of W 78th Street & Powers Boulevard is projected to operate at LOS E. However, the overall intersection delay only increases by one second compared to the No Build Conditions results. Reducing through lanes and adding right turn lanes where feasible allows for additional space to be used to incorporate completed street elements in Downtown Chanhassen that can also provide benefits in reducing driving speeds in the area, making it safer for people to navigate the downtown area. TH 5 AND MARKET BOULEVARD & GREAT PLAINS BOULEVARD INTERSECTION ANALYSIS There are observed operational issues at the intersections of TH 5 & Market Boulevard and TH 5 & Great Plains Boulevard. Left turn and side street movements experience high delays, and queueing impacts adjacent intersection as summarized in the Existing Conditions section. Operations are projected to worsen in the Future Year (2045) No Build sections, with both intersections operating at LOS F in the PM peak hour. Significant queueing and high delays are expected to impact traffic entering and exiting Downtown Chanhassen via TH 5. As part of this study, several conceptual improvement concepts were reviewed to better understand the scale of improvements necessary to maintain reasonable operation at these two intersections on TH 5 and lessen the impact on the Market Boulevard and Great Plains Boulevard corridors. The first improvement considered at the TH 5 intersections involved expanding several single left turn lanes to dual left turn lanes. This included the eastbound, northbound, and southbound approaches at Market Boulevard and the westbound and southbound approaches at Great Plains Boulevard. This option is intended to increase capacity, while limiting right of way impacts. This option was analyzed in 26 Downtown Chanhassen Traffic Study October 2023 18 Synchro/Simtraffic using Future Year (2045) traffic volumes. The delay and LOS results are summarized in Table 10. The SimTraffic reports are included in Appendix C. In the PM peak hour, the Market Boulevard intersection operates at LOS E and the Great Plains Boulevard intersection operates at LOS F. There is less delay at both intersections, but operational issues are projected to continue even with additional turn lanes. This is not entirely unexpected as the locations where additional turn lanes were added did not have left turn volumes that were extremely high. Table 10: TH 5 (Expanded Turn Lanes) – 2045 Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall Arboretum Boulevard & Market Boulevard Signal EB F (94.5) D (36.7) B (14.4) D (45.7) F (97.5) E (63.0) C (28.4) E (73.6) WB E (72.9) B (11.9) A (8.9) F (95.1) F (97.7) C (34.8) NB F (100+) F (100+) B (13.3) F (80.2) F (100+) B (12.5) SB E (72.4) F (91.1) A (2.1) E (67.5) E (76.1) A (6.5) Arboretum Boulevard & Great Plains Boulevard Signal EB F (86.8) C (24.5) B (13.9) C (31.0) F (100+) C (23.1) B (14.4) F (93.7) WB F (97.7) C (22.1) A (6.3) F (100+) F (100+) F (100+) NB E (76.7) F (92.6) E (63.9) E (78.8) F (100+) E (61.7) SB E (73.0) E (65.5) B (19.2) F (87.4) E (74.8) E (58.4) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red) A scenario with an additional westbound lane along TH 5, in addition to expanding the number of turn lanes, was tested to evaluate the impact of further increasing intersection capacity. The additional westbound lane on TH 5 was assumed to be an auxiliary lane that is added prior to Great Plains Boulevard and is dropped at some point after Market Boulevard. There is an existing auxiliary lane in the westbound direction between Chanhassen Road and Great Plains Boulevard that could be converted to a through lane that would at a minimum extend through Market Boulevard, and likely to Powers Boulevard. The delay and LOS results for this concept are summarized in Table 11. The SimTraffic reports are included in Appendix C. The addition of another westbound through lane, in combination with expanding left turn lanes improved the LOS at both intersections to D or better. Queueing for this scenario was like the existing condition. 27 19 Downtown Chanhassen Traffic Study October 2023 Table 11: TH 5 (WB Lane + Turn Lanes) – 2045 Peak Hour Delay and LOS Results Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left* Through Right Overall Left* Through Right Overall Arboretum Boulevard & Market Boulevard Signal EB F (86.4) D (51.0) B (16.7) D (45.4) F (100+) C (34.0) B (13.2) D (39.8) WB E (64.9) C (30.7) B (12.2) F (80.1) A (9.4) A (6.3) NB E (72.1) F (90.6) A (5.8) F (99.2) F (100+) A (7.1) SB E (60.0) E (77.2) A (3.7) E (73.1) F (86.1) A (2.2) Arboretum Boulevard & Great Plains Boulevard Signal EB F (100+) C (23.4) B (13.2) D (38.2) F (93.2) C (22.2) B (13.4) C (29.3) WB F (84.6) C (27.1) A (9.6) F (100+) B (18.7) A (5.5) NB E (76.5) F (92.5) E (56.2) E (70.2) F (93.6) E (60.0) SB F (91.6) E (75.8) D (40.4) E (75.5) E (63.3) B (10.3) Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red) Based on the analysis results for these scenarios, to maintain the operations at a similar delay and LOS at the intersections along TH 5 into 2045 with the projected traffic growth, significant infrastructure improvements will be necessary. The improvements would likely include both expanding left turn lanes from single turn lanes to dual turn lanes where possible, and the addition of a westbound through lane at both intersections. When analyzed independently, the addition of a westbound through lane yields a larger operational benefit than just the expansion of left turn lanes along TH 5, particularly in the PM Peak Hour. These improvements were not developed into concept drawings nor were adjacent intersections on TH 5 evaluated as part of this study. A project on the trunk highway system will require input from MnDOT and a much more robust analysis. MnDOT will likely require that more system-wide approach be taken to develop such improvements. W 79 TH STREET ACCESS MANAGEMENT AND CIRCULATION IMPROVEMEN TS Access management and circulation improvements were evaluated for the area along W 79th Street between TH 5 and the railroad. There are several businesses along W 79th Street that generate a significant amount of traffic. These businesses can currently only be accessed from Great Plains Boulevard or Market Boulevard via W 79th Street. Existing queuing from TH 5 can make access difficult today and this is anticipated to become more challenging in the future. The distance between W 79th Street and the signalized intersections along TH 5 (shorter than 250 feet on both Market Boulevard and Great Plains Boulevard) also presents a potential safety issue. Three different concepts to create safer and more efficient access to this area were evaluated. These improvements include: • Construct a full median or directional median (i.e., pork chop island) at to restrict movements from W 79th Street onto Market Boulevard or Great Plains Boulevard. • Realign W 79th Street west of Great Plains Boulevard to align with W 79th Street east of Great Plains Boulevard (approximately 200 feet north). • Construct a new connections between W 79th Street to Market Street over the railroad tracks. These access management concepts are illustrated in Appendix I. Each alternative was evaluated qualitatively and the benefits and challenges with each alternative are summarized in Table 12. 28 Downtown Chanhassen Traffic Study October 2023 20 Table 12: Access Management Improvement Option Comparison Location Improvement Benefits Challenges Market Boulevard & W 79th Street and Great Plains Boulevard & W 79th Street Convert to Right- In/Right-Out • Improve operations and safety at the W 79th Street intersections with Market Boulevard and Great Plains Boulevard. • May create wayfinding challenges getting to and from W 79th Street. • Some drivers will need to take longer routes to access W 79th Street destinations. Great Plains Boulevard & W 79th Street Realign W 79th Street so west intersection aligns with east intersection • Provides additional queuing space on southbound Great Plains Boulevard at TH 5. • More convenient for drivers continuing onto W 79th Street east of Great Plains Boulevard. • Moves more traffic closer to railroad crossing on Great Plains Boulevard. • The realignment would significantly impact two or more private properties. Market Street and W 79th Street Provide a connection between Market Street and W 79th Street and limit access to W 79th Street at Market Boulevard and Great Plains Boulevard • Allows for additional routes for traffic to access the businesses between TH 5 and the railroad tracks and helps create a grid network downtown. • Improves safety and operations at Market Boulevard and Great Plains Boulevard and W 79th Street. • May reduce the impact of potential wayfinding challenges resulting from restricting access at W 79th Street intersections. • Requires approval of railroad authority and additional costs. • Creates an additional railroad crossing that would need to be maintained. CONCLUSIONS This traffic study was completed to inform the design of the Market Boulevard Improvements project and provide recommendations for potential long-term improvements to be considered with redevelopment in Downtown Chanhassen. This study was developed to summarize the intersection operations within the study area and provide recommendations on the lane configurations, intersections traffic control and access management based on a review of existing and future 2045 conditions. Based on the analysis, the following recommendations should be considered for incorporation into the design of roadway improvements for the Market Boulevard Improvements project and long-term planning decisions made by the City of Chanhassen: Market Boulevard Improvements Project: - Market Boulevard should be reconstructed as a 3-lane roadway with one travel lane in each direction and dedicated left turn lanes north of W 79th Street. Right turn lanes should be provided where feasible. The capacity analysis showed the 3-lane cross section operates similarly to the No Build condition. The access at the Walgreens driveway just north of W 79th Street should be converted to a right-in/right-out only. 29 21 Downtown Chanhassen Traffic Study October 2023 - There is significant queuing from TH 5 on Market Boulevard that extends through the W 79th Street intersection and creates high delays for westbound movements on W 79th Street so limiting access from W 79th Street to Market Boulevard is recommended. This will require that median be constructed to convert this intersection to a right-in/right-out. - The intersection of W 78th Street & Market Boulevard should remain a traffic signal. The traffic analysis showed that traffic volumes would necessitate the construction of a multilane roundabout to provide adequate capacity. This increases the potential right-of-way impact and it was determined that multilane roundabout options would perform similarly to a traffic signal. Long-Term Improvements: - A through lane reduction on W 78th Street and Great Plains Boulevard from Powers Boulevard to W 79th Street should be considered as a part of future projects. The analysis showed that a through lane could be removed in each direction of W 78th Street and Great Plains Boulevard without significantly worsening traffic operations along the corridor. This lane reduction will offer additional space to incorporate completed street elements that will better fit the context of Downtown Chanhassen. - To mitigate projected traffic issues at TH 5 & Market Boulevard and TH 5 & Great Plains Boulevard significant improvements will be required as signal retiming and additional turn lanes alone did not mitigate anticipated traffic congestion. The City should work with MnDOT to identify improvements as opportunities arise to develop a plan to improve traffic operations along TH 5 through Chanhassen. - Several alternatives that modify access to W 79th Street from Great Plains Boulevard and Market Boulevard are presented including: o Limiting access at Great Plains Boulevard & W 79th Street to right-in/right-out. o Realigning W 79th Street west of Great Plains Boulevard to align with W 79th Street east of Great Plains Boulevard. o Constructing a new public road across the railroad tracks between W 79th Street and Market Boulevard. The conversion to a right-in/right-out at the current intersection of W 79th Street and Great Plains Boulevard is the desired outcome and could be implemented along to improve safety and operations at Great Plains Boulevard. The other two alternatives have additional benefits, although they have more significant challenges to implement including costs, significant impacts to private property, and/or an additional crossing of the railroad tracks. 30 Downtown Chanhassen Traffic Study October 2023 22 APPENDICES Appendix A: Exhibits Appendix B: Existing Turning Movement Count Data Appendix C: SimTraffic Reports Appendix D: Traffic Forecasting Appendix E: Trip Generation Appendix F: Market Boulevard Improvement Alternatives Appendix G: W 78th Street and Market Boulevard Roundabout Concepts Appendix H: RODEL Reports Appendix I: Access Management Improvement Concepts 31 Downtown Chanhassen Traffic Study October 2023 APPENDIX A: EXHIBITS 32 NOT TO SCALE W 78th St 5 EXHIBIT 1 PROJECT SITE LOCATION AND STUDY AREA LEGEND Study Intersection 33 NOT TO SCALE W 78th St 5 EXHIBIT 2A EXISTING GEOMETRY AND INTERSECTION CONTROL 34 NOT TO SCALE W 78th St 5 EXHIBIT 2B EXISTING GEOMETRY AND INTERSECTION CONTROL 35 NOT TO SCALE W 78th St 5 EXHIBIT 3A EXISTING YEAR 2023 PEAK HOUR TRAFFIC VOLUMES LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) 36 NOT TO SCALE W 78th St 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 3B EXISTING YEAR 2023 PEAK HOUR TRAFFIC VOLUMES 37 NOT TO SCALE W 78th St 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 4A TOTAL TRIP ASSIGNMENT 38 NOT TO SCALE W 78th St 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 4B TOTAL TRIP ASSIGNMENT 39 NOT TO SCALE W 78th St 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 5A FUTURE YEAR 2045 PEAK HOUR TRAFFIC VOLUMES 40 NOT TO SCALE W 78th St 5 LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (X X) EXHIBIT 5B FUTURE YEAR 2045 PEAK HOUR TRAFFIC VOLUMES 41 NOT TO SCALE W 78th St 5 EXHIBIT 6A W 78TH STREET LANE REDUCTION GEOMETRY AND INTERSECTION CONTROL 42 NOT TO SCALE W 78th St 5 LEGEND Study Intersections Existing Signal Control Existing Stop Control EXHIBIT 6B W 78TH STREET LANE REDUCTION GEOMETRY AND INTERSECTION CONTROL 43 Downtown Chanhassen Traffic Study October 2023 APPENDIX B: EXISTING TURNING MOVEMENT COUNT DATA 44 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 1Turning Movement DataStart TimeArboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM41500019018000180110022000024112:15 AM41010015016400201100023020054212:30 AM012000120700070000005030082712:45 AM1700080101001110000120000222Hourly Total9441005405150056221005120500171321:00 AM1100001101000010000000210003241:15 AM270009071008001001001001191:30 AM0380003811100012000000101002521:45 AM1110001208000800000000000020Hourly Total46600070136100380010013120061152:00 AM011000110830011000000100001232:15 AM01000010041005000000102003182:30 AM26000801100011010001000000202:45 AM110000110111001201000100100125Hourly Total3370004003450039020002203005863:00 AM01000010061007000000400004213:15 AM11200013070007100001101002233:30 AM019000190830011000000101002323:45 AM114100160160001600000000000032Hourly Total25510058037400411000016020081084:00 AM1210002201200012000000400004384:15 AM4250002901130014001001311005494:30 AM1400004112020023010001502007724:45 AM142000437365004801000142100799Hourly Total7128000135879100097021003163400232585:00 AM34800051350300561000014120071155:15 AM192101942766008400100153400121915:30 AM1111200114292400981010023120062205:45 AM2116500123485900981330077240013241Hourly Total736780138211303220033633500111971200387676:00 AM218450019128550092303006120500173066:15 AM2212800222795100011222200684700193596:30 AM724713002672140161015952200992500164516:45 AM62772000303101832800221640001019540028562Hourly Total179204600983215035910584168700314811210080167845 7:00 AM14327230036441263001160812110031171601245797:15 AM12344600362132152300251105800233581200556917:30 AM14404190043713229430028511138003229111802588127:45 AM1844830004961728134003321171200303610151062920Hourly Total58152378001659478511300110284037390011611730511319930028:00 AM32394160044215200391025520121800503581500588058:15 AM43326380040716236440029621201600573991700658258:30 AM41332200039317243461030716197004228101201507928:45 AM1129620003272030140003611121270059511290072819Hourly Total127134894001569689801692012196872680020815339530124532419:00 AM1529021003262220636002642893300703512700547149:15 AM102692000299212124000273221416005232121300576819:30 AM132591600288142243600274181121005031191000606729:45 AM18291200032920212511028414131500424319170079734Hourly Total561109770012427785416310109582478500214141624700250280110:00 AM1027215002972019036002461615230054461432009268910:15 AM1625319002881019844002522418160058311124006666410:30 AM2027223003151523751013032120160057441614007474910:45 AM19252220029326232911035020154400794017230080802Hourly Total651049790011937185722211115181689900248161589300312290411:00 AM1723821002761423663003132124270072381114006372411:15 AM1825619002932222981003321515270057542113008877011:30 AM202971700334222459300360201619005559922019083911:45 AM2226734003232024310600369212217006062192800109861Hourly Total771058910012267895334300137477779000244213607701350319412:00 PM34249240030721217930033121203100726020300011082012:15 PM19279270032515285970039713232600627318310012290612:30 PM23252250030014304880040620121900516826320012688312:45 PM262262400276252757701377241930007364342402122848Hourly Total1021006100001208751081355011511787410600258265981170248034571:00 PM1824217002772421478013161721250063591631001067621:15 PM1525122002882626163103511921260066691630001158201:30 PM1426521003001925361003332223180063512830001098051:45 PM12232180126231240590033020222300655818220098755Hourly Total599907801112710096826111133078879200257237781130042831422:00 PM152461701278192536700339211721005957171800927682:15 PM132661600295262807000376171317004739152800828002:30 PM133242200359183075300378261319005855162300948892:45 PM22285250033228292810040121232300673823190080880Hourly Total631121800112649111322710014948566800023118971880034833373:00 PM282741800320252825100358161719005252231700928223:15 PM113332100365223177400413112017004835211500718973:30 PM162862400326453417110458352318007644151900789383:45 PM1833025003735334282004772431240079763435001451074Hourly Total7312238800138414512822781017068691780025520793860038637314:00 PM10370250040531382681048232284000100522519009610834:15 PM15359270040129426850054041323400107472516008811364:30 PM1834430003923243077005393821370096441830009211194:45 PM21320270036837443670054736937008246181700811078Hourly Total6413931090015661291681297102108147901480038518986820035744165:00 PM2136129004113343688005573621400097401623027911445:15 PM19364210040435448891057325203000754422330199115146 5:30 PM203082400352342748810397261926007145172100839035:45 PM4028324003471938110500505291817006455151901891005Hourly Total1001316980015141211539370202032116781130030718470960435042036:00 PM3731124013722141194005261514340063422025018710486:15 PM182151802251233658402472222023026549122300848726:30 PM102011700228373025300392132125005945212101877666:45 PM5200201022618290590036719182000573625240185735Hourly Total709277913107799136829002175769731020224417278930334334217:00 PM101901500215192605400333261721006453142401917037:15 PM141741400202192236100303171629006245132000786457:30 PM121521200176211947700292151419004840141800725887:45 PM14150140017817198330024814121700435011190080549Hourly Total506665500771768752250011767259860021718852810132124858:00 PM12165170019491873500231101617004341102400755438:15 PM12172100019428172290022951524004434141700655328:30 PM1314670016616145241018676230036395900534418:45 PM111539001739158330020078240039186100034446Hourly Total48636430072762662121108462945880016213235600022719629:00 PM2118910130713226101661322000354052000653969:15 PM61327001459122230215495900232761100443669:30 PM18490094511813001369690024216500322869:45 PM56650076711611001344440012153100028250Hourly Total1440030104452848873125903517420094103204600169129810:00 PM8715108506512007715600121237002219610:15 PM15220055170800792230072218003117210:30 PM0511005215413006805200753323007920610:45 PM14700048048900570070078952100115227Hourly Total102218102402237420028131218003317612590024780111:00 PM56400069038300410120034300004315611:15 PM04810049338300440110021500001511011:30 PM02510026131200340000006000066611:45 PM215000170195002401100240000447Hourly Total71522001614126130014303400768000068379Grand Total1092177551245362009513141697737291282203211681013135302353430019641291115525750918Approach %5.488.46.20.0--6.077.116.90.1--33.128.738.30.0--57.118.324.60.0---Total %2.134.92.40.0-39.52.633.37.30.0-43.32.32.02.70.0-6.95.91.92.50.0-10.3-Lights10761718412323-19495129916451368712-214491158100313350-3496297095212731-519649636% Lights98.596.899.0100.0-97.098.996.998.9100.0-97.499.199.098.7--98.999.098.898.6100.0-98.897.5Buses94100-5004360-490500-595110-25129% Buses0.80.20.00.0-0.20.00.30.20.0-0.20.00.50.0--0.10.30.50.90.0-0.50.3Trucks7530130-55015483350-533104180-3222570-341149% Trucks0.63.01.00.0-2.71.12.80.90.0-2.40.90.41.3--0.90.70.50.50.0-0.62.3Bicycles on Road0000-00010-10100-10200-24% Bicycles onRoad0.00.00.00.0-0.00.00.00.00.0-0.00.00.10.0--0.00.00.20.00.0-0.00.0Bicycles onCrosswalk----3-----1-----2-----7--% Bicycles onCrosswalk----50.0-----12.5-----100.0-----46.7--Pedestrians----3-----7-----0-----8--% Pedestrians----50.0-----87.5-----0.0-----53.3--47 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 405/31/2023 12:00 AMEnding At06/01/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal5767519610963202545463480224000583552571109212739522970101159007522000200000001512919643001115RTLUP22121 0 0 570 50 21501 Out 22032 0 1 533 49 21449 In 44153 0 1 1103 99 42950 Total Arboretum Blvd [WB] R 3729 0 1 35 6 3687 T 16977 0 0 483 43 16451 L 1314 0 0 15 0 1299 U 12 0 0 0 0 12 P 8 8 0 0 0 0 3483349669795510333265213000352335347057OutInTotalGreat Plains Blvd [NB]ULTRP01158100313350005000104180001000000201168101313532Arboretum Blvd [EB]Total3838010410500039534In19495505500020095Out18885545000019439300003U107697001092L17184415300017755T1232013001245R000066PTurning Movement Data Plot48 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 5Turning Movement Peak Hour Data (7:30 AM)Start TimeArboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM14404190043713229430028511138003229111802588127:45 AM18448300049617281340033211712003036101510629208:00 AM32394160044215200391025520121800503581500588058:15 AM4332638004071623644002962120160057399170065825Total107157210300178261946160101168635254001691393865122433362Approach %6.088.25.80.0--5.281.013.70.1--37.330.832.00.0--57.215.626.70.4---Total %3.246.83.10.0-53.01.828.14.80.0-34.71.91.51.60.0-5.04.11.11.90.0-7.2-PHF0.6220.8770.6780.000-0.8980.8970.8420.9090.250-0.8800.7500.6500.7500.000-0.7410.8910.8640.9030.250-0.9350.914Lights10615391010-1746578981571-11136151520-16413435621-2323255% Lights99.197.998.1--98.093.494.998.1100.0-95.396.898.196.3--97.096.492.195.4100.0-95.596.8Buses1300-40800-80100-12120-518% Buses0.90.20.0--0.20.00.80.00.0-0.70.01.90.0--0.61.42.63.10.0-2.10.5Trucks03020-3244020-462020-43110-587% Trucks0.01.91.9--1.86.64.21.30.0-3.93.20.03.7--2.42.22.61.50.0-2.12.6Bicycles on Road0000-00010-10000-00100-12% Bicycles onRoad0.00.00.0--0.00.00.00.60.0-0.10.00.00.0--0.00.02.60.00.0-0.40.1Bicycles onCrosswalk----0-----0-----0-----2--% Bicycles onCrosswalk----------------------100.0--Pedestrians----0-----0-----0-----0--% Pedestrians----------------------0.0--49 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 6Peak Hour Data05/31/2023 7:30 AMEnding At05/31/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal31523254725725711200032024356362351341021200113000100000002653813912RTLUP1766 0 0 35 5 1726 Out 1168 0 1 46 8 1113 In 2934 0 1 81 13 2839 Total Arboretum Blvd [WB] R 160 0 1 2 0 157 T 946 0 0 40 8 898 L 61 0 0 4 0 57 U 1 0 0 0 0 1 P 0 0 0 0 0 0 1931643571127411101000202169371OutInTotalGreat Plains Blvd [NB]ULTRP061515200010002020000000000006352540Arboretum Blvd [EB]Total27671475002856In1746432001782Out10211043001074000000U1061000107L1539330001572T1010200103R000000PTurning Movement Peak Hour Data Plot (7:30 AM)50 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 7Turning Movement Peak Hour Data (4:30 PM)Start TimeArboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM1834430003923243077005393821370096441830009211194:45 PM213202700368374436700547369370082461817008110785:00 PM2136129004113343688005573621400097401623027911445:15 PM193642100404354488910573252030007544223301991151Total7913891070015751371757321102216135711440035017474103033514492Approach %5.088.26.80.0--6.279.314.50.0--38.620.341.10.0--49.621.129.30.0---Total %1.830.92.40.0-35.13.039.17.10.0-49.33.01.63.20.0-7.83.91.62.30.0-7.8-PHF0.9400.9540.8920.000-0.9580.9260.9800.9020.250-0.9670.8880.8450.9000.000-0.9020.9460.8410.7800.000-0.8860.976Lights7913681070-155413717453211-2204135701440-349173731030-3494456% Lights100.098.5100.0--98.7100.099.3100.0100.0-99.5100.098.6100.0--99.799.498.6100.0--99.499.2Buses0200-20000-00000-01000-13% Buses0.00.10.0--0.10.00.00.00.0-0.00.00.00.0--0.00.60.00.0--0.30.1Trucks01900-1901200-120100-10000-032% Trucks0.01.40.0--1.20.00.70.00.0-0.50.01.40.0--0.30.00.00.0--0.00.7Bicycles on Road0000-00000-00000-00100-11% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.01.40.0--0.30.0Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----------------------33.3--Pedestrians----0-----0-----0-----2--% Pedestrians----------------------66.7--51 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 8Peak Hour Data05/31/2023 4:30 PMEnding At05/31/2023 5:30 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal4703498190111010110004713518221037317300001000000001000000031037417403RTLUP1708 0 0 19 3 1686 Out 2216 0 0 12 0 2204 In 3924 0 0 31 3 3890 Total Arboretum Blvd [WB] R 321 0 0 0 0 321 T 1757 0 0 12 0 1745 L 137 0 0 0 0 137 U 1 0 0 0 0 1 P 0 0 0 0 0 0 317349666000011101000318350668OutInTotalGreat Plains Blvd [NB]ULTRP0135701440000000010000000000000135711440Arboretum Blvd [EB]Total3537231003570In1554219001575Out1983012001995000000U79000079L1368219001389T1070000107R000000PTurning Movement Peak Hour Data Plot (4:30 PM)52 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 1Turning Movement DataStart TimeArboretum BlvdArboretum BlvdMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM01510016216000184120072200044512:15 AM1920012214300193230083210064512:30 AM0102001217200100110021210042812:45 AM011002190001030300633100725Hourly Total13560042646500571049002399300211431:00 AM19000100820010202004100001251:15 AM072009350008002002000000191:30 AM030003192001252350042010001581:45 AM17000825100831500902100328Hourly Total22620030627500381034400571310051302:00 AM080008071008003003000000192:15 AM01030013221005021003001001222:30 AM04000401010011113005020002222:45 AM1910011480001200000020000225Hourly Total13140036627300361370011221005883:00 AM162009033006003003101002203:15 AM1820011072009024006121004303:30 AM01800018441009100001111003313:45 AM113200162122001623300800000040Hourly Total3456005462680040351000183330091214:00 AM118200213810012212005200002404:15 AM0250002521000012124007020002464:30 AM13900040221000233350011010001754:45 AM0388004692810038324009261009102Hourly Total212010001321667200859815003249100142635:00 AM045600517376005012600927100101205:15 AM2771000891565200822010001237400141975:30 AM61061900131117830092917001764300132535:45 AM311024001379767009296800232630011263Hourly Total11338590040842256180031621931006113241100488336:00 AM21711900192157260193746001789500223246:15 AM2201340023711862009911141100361418200344066:30 AM623419002591812560014925122700641011800295016:45 AM72752400306121706001882526330084141580137615Hourly Total1788196009945645320015296856770020146532301122184653 7:00 AM3275241030320120600146294050001191818701436117:15 AM10299480035729197700233504840001382225400517797:30 AM153123200359362241100271395380001722129502558577:45 AM1534544004042425321002985454117002252630120068995Hourly Total43123114810142310979445009481721952870065487102280321732428:00 AM2234845004153619810012444439690015220261600628738:15 AM1535445004142921520002643963720017424401300779298:30 AM1133039003803222421002773643560013521271201608528:45 AM232735900355262563402316495241011421641160073886Hourly Total711305188001564123893850311011681972380160381134570127235409:00 AM2425673003532619820012445155400114630371200798229:15 AM202484100309231912500239343527009624331500727169:30 AM2421731102732820816002524053460013928291300707349:45 AM302632902322161833500234344343001202135140070746Hourly Total98984174121257937809601969159186156015011031345400291301810:00 AM232342700284401652400229466235001433648180010275810:15 AM1924138012983317133002373240290010126657009873410:30 AM24250320030634202330026942342400100334123009777210:45 AM352313400300262154100282596435001583240240096836Hourly Total101956131011188133753131001017179200123005021271947200393310011:00 AM33207301027126200370126334573810130324716009575911:15 AM371924700276212123800271385360001513147330011180911:30 AM492664100356352194000294387236001463749400012692211:45 AM5224740113404018847012754174290014440583902137896Hourly Total1719121582112431228191620211031512561631057114020112802469338612:00 PM402313400305351824500262426937001484349380013084512:15 PM562483010335412485200341406134001353873480115997012:30 PM432264700316362564700339487039011573977440016097212:45 PM3420639002793124743003214348260011733775600166883Hourly Total173911150101235143933187001263173248136015571532761860161536701:00 PM29202390027028225380029136602700123435543001418251:15 PM25227351028833252460033144632600133426030001328841:30 PM27221411029031233410030536603000126414037001188391:45 PM3019132002533523543003132644350010531472900107778Hourly Total111841147201101127945168001240142227118004871572021390049833262:00 PM22197430026241222510031437653300135386029001278382:15 PM27212220026142294420037845633200140366733001369152:30 PM352524100328322774901358567864001983578310014410282:45 PM33246350031453284510038851754800174357029001341010Hourly Total1179071410011651681077193011438189281177006471442751220054137913:00 PM33244480032546240350032135625500152357439011489463:15 PM20270530034347294450038644574200143305243001259973:30 PM292334400306473016200410617952001923170420014310513:45 PM42271840039768306270040145625301160425629001271085Hourly Total12410182290013712081141169001518185260202016471382521530154340794:00 PM253027800405623585000470567155001823592450017212294:15 PM373224600405373904400471668347001964469270014012124:30 PM352835000368693755000494596556001804686230015511974:45 PM41270590037052397580050747736700187366840011441208Hourly Total13811772330015482201520202001942228292225007451613151350161148465:00 PM4330671104214940162015126085540019941107320118013125:15 PM2829759203864938661004966298630222350714200163126854 5:30 PM472624300352583755200485658250001973882420016211965:45 PM36275570036859340470044660755300188258240001471149Hourly Total15411402303015272151502222011939247340220028071543421560165249256:00 PM302633000323443914100476678557102103884390116111706:15 PM25175340023425339420040665733600174426629021379516:30 PM32187490026833284320134961442300128235244111208656:45 PM3416341002383225446013325964290015228533002111833Hourly Total1217881540010631341268161021563252266145106641312551421652938197:00 PM21168410023030228330029141503100122378937001638067:15 PM241323100187332103300276323629009721422800916517:30 PM2313637101973117426002313139150085266227001156287:45 PM161282700171271812100229314127009932532500110609Hourly Total8456413610785121793113001027135166102004031162461170047926948:00 PM15137240017616175280121932422700101235821001025988:15 PM191422900190191891700225313630009722492400956078:30 PM1811021001492512415001644431380011318361900734998:45 PM10135420018726150100018634212200771633200069519Hourly Total62524116007028663870017941411301170038879176840033922239:00 PM7107310014518135700160251717005914281700594239:15 PM9993000138151151800148221813005330291700764159:30 PM766300010371081900134159600301018500333009:45 PM460120276111101100132912110232616130035275Hourly Total27332103024625146855005747156470217460915200203141310:00 PM558800717607007414101700418916003321910:15 PM1431300576649007911156003261212003019810:30 PM344100157145980081112300165116002217610:45 PM034410391354400719780024716100033167Hourly Total91793511224402372800305453434001132648440011876011:00 PM5553006343370044641100214105001914711:15 PM24130046532400416530014354001211311:30 PM0176002372211031354001238300148011:45 PM012200141162001932200733300949Hourly Total7125140014617103141013518162000541326150054389Grand Total164815370267012719700224815566216211219977277734382703288920194833721727117704855645Approach %8.478.013.60.1--11.377.910.80.0--31.138.530.30.0--27.647.824.50.0---Total %3.027.64.80.0-35.44.028.03.90.0-35.95.06.24.90.0-16.03.56.13.10.0-12.7-Lights163914907247712-1903521601512321251-194092583340026042-85891910332117101-694253975% Lights99.597.092.8100.0-96.696.197.298.3100.0-97.293.098.996.3100.0-96.398.098.599.0100.0-98.597.0Buses137140-52183890-651714170-4822440-30195% Buses0.10.20.50.0-0.30.80.20.40.0-0.30.60.40.60.0-0.50.10.70.20.0-0.40.4Trucks84261770-61170403280-50117624810-2813625120-731466% Trucks0.52.86.60.0-3.13.12.61.30.0-2.56.30.73.00.0-3.21.80.70.70.0-1.02.6Bicycles on Road0020-20200-21010-20210-39% Bicycles onRoad0.00.00.10.0-0.00.00.00.00.0-0.00.00.00.00.0-0.00.00.10.10.0-0.00.0Bicycles onCrosswalk----0-----1-----0-----4--% Bicycles onCrosswalk----0.0-----8.3-----0.0-----23.5--Pedestrians----7-----11-----8-----13--% Pedestrians----100.0-----91.7-----100.0-----76.5--55 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 405/31/2023 12:00 AMEnding At06/01/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal716569421410724305460731330330007249704814297171033211910104242001225360012000000017172733721948117RTLUP20022 0 1 543 56 19422 Out 19977 0 2 501 65 19409 In 39999 0 3 1044 121 38831 Total Arboretum Blvd [WB] R 2162 0 0 28 9 2125 T 15566 0 2 403 38 15123 L 2248 0 0 70 18 2160 U 1 0 0 0 0 1 P 12 12 0 0 0 0 796085891654956481042722815534260008292892017212OutInTotalMarket Blvd [NB]ULTRP2258334002604001714170017624810010100000822777343827038Arboretum Blvd [EB]Total3846311112026039782In19035526112019700Out1942859591402008212000012U163918001648L14907374260015370T247714177202670R000077PTurning Movement Data Plot56 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 5Turning Movement Peak Hour Data (7:30 AM)Start TimeArboretum BlvdArboretum BlvdMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM153123200359362241100271395380001722129502558577:45 AM15345440040424253210029854541170022526301200689958:00 AM2234845004153619810012444439690015220261600628738:15 AM153544500414292152000264396372001742440130077929Total67135916600159212589062011077176209338007239112546022623654Approach %4.285.410.40.0--11.682.65.80.0--24.328.946.70.0--34.747.717.60.0---Total %1.837.24.50.0-43.63.424.41.70.0-29.54.85.79.30.0-19.82.53.41.30.0-7.2-PHF0.7610.9600.9220.000-0.9590.8680.8790.7380.000-0.9040.8150.8290.7220.000-0.8030.8750.7810.7190.000-0.8510.918Lights6713311540-1552114854590-10271491993310-67991115440-2503508% Lights100.097.992.8--97.591.296.095.2--95.484.795.297.9--93.9100.092.095.7--95.496.0Buses0210-35400-92510-80910-1030% Buses0.00.10.6--0.24.00.40.0--0.81.12.40.3--1.10.07.22.2--3.80.8Trucks026110-3763230-4125560-360110-2116% Trucks0.01.96.6--2.34.83.64.8--3.814.22.41.8--5.00.00.82.2--0.83.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----2--% Bicycles onCrosswalk----------0.0-----------100.0--Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0-----------0.0--57 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 6Peak Hour Data05/31/2023 7:30 AMEnding At05/31/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal32525057551015821000000033826260044115910019000110000000000002461259102RTLUP1788 0 0 32 3 1753 Out 1077 0 0 41 9 1027 In 2865 0 0 73 12 2780 Total Arboretum Blvd [WB] R 62 0 0 3 0 59 T 890 0 0 32 4 854 L 125 0 0 6 5 114 U 0 0 0 0 0 0 P 1 1 0 0 0 0 3836791062158231836540000004167231139OutInTotalMarket Blvd [NB]ULTRP0149199331002510025560000000000001762093380Arboretum Blvd [EB]Total25991095002704In1552337001592Out1047758001112000000U67000067L1331226001359T15411100166R000000PTurning Movement Peak Hour Data Plot (7:30 AM)58 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 7Turning Movement Peak Hour Data (4:30 PM)Start TimeArboretum BlvdArboretum BlvdMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM352835000368693755000494596556001804686230015511974:45 PM412705900370523975800507477367001873668400114412085:00 PM4330671104214940162015126085540019941107320118013125:15 PM28297592038649386610049662986302223507142001631268Total1471156239301545219155923101200922832124002789173332137026424985Approach %9.574.815.50.2--10.977.611.50.0--28.940.730.40.0--26.951.721.30.0---Total %2.923.24.80.1-31.04.431.34.60.0-40.34.66.44.80.0-15.83.56.72.70.0-12.9-PHF0.8550.9440.8420.375-0.9170.7930.9720.9310.000-0.9810.9190.8190.8960.000-0.8850.8650.7760.8150.000-0.8920.950Lights14711432283-152121815482300-19962253212360-7821713321370-6404939% Lights100.098.995.4100.0-98.499.599.399.6--99.498.7100.098.3--99.198.8100.0100.0--99.799.1Buses0010-10010-12010-30000-05% Buses0.00.00.40.0-0.10.00.00.4--0.00.90.00.4--0.40.00.00.0--0.00.1Trucks013100-2311100-120030-32000-240% Trucks0.01.14.20.0-1.50.50.70.0--0.60.00.01.3--0.41.20.00.0--0.30.8Bicycles on Road0000-00000-01000-10000-01% Bicycles onRoad0.00.00.00.0-0.00.00.00.0--0.00.40.00.0--0.10.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----------0.0-----0.0-----50.0--Pedestrians----0-----1-----2-----1--% Pedestrians----------100.0-----100.0-----50.0--59 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 8Peak Hour Data05/31/2023 4:30 PMEnding At05/31/2023 5:30 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal69864013381010220000006996421341137332171000000000200000000000213733217302RTLUP1569 0 0 18 1 1550 Out 2009 0 0 12 1 1996 In 3578 0 0 30 2 3546 Total Arboretum Blvd [WB] R 231 0 0 0 1 230 T 1559 0 0 11 0 1548 L 219 0 0 1 0 218 U 0 0 0 0 0 0 P 1 1 0 0 0 0 7787821560134113140110007907891579OutInTotalMarket Blvd [NB]ULTRP022532123600201000030010000000202283212402Arboretum Blvd [EB]Total3434334103472In1521123001545Out1913211101927300003U1470000147L1143013001156T22811000239R000000PTurning Movement Peak Hour Data Plot (4:30 PM)60 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeNorth City Center DriveNorth City Center DriveKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM00101130000306150066032100331033:45 PM1010022000020572005933410038101Hourly Total1020135000050118700125366200712044:00 PM20102320101335830064342000451154:15 PM10103250004507850083145000461364:30 PM200012804011207410075149200521414:45 PM3000530000102641006723910142112Hourly Total80201110150507205274100028971753011855045:00 PM11002230003308580093437000411395:15 PM201043300023069110080346210521385:30 PM200012300033194410100148000491545:45 PM2000423000230707007724500047129Hourly Total711011912000101213183010350101762101895606:00 PM30002330002306020062233000351036:15 PM00100100001004812106104110042104*** BREAK ***-------------------------Hourly Total30102430003301081410123274100772076:30 AM00002000001016000722700029366:45 AM0000000000000800080361003745Hourly Total0000200000101140001526310066817:00 AM01000100000007200914100042527:15 AM0100010000201116001805000050697:30 AM0000001000110114001516200063797:45 AM101012000000016600221651006791Hourly Total12101410003114518006432181002222918:00 AM1000110000302234002944610051818:15 AM1020030010310283003103500035708:30 AM0010112010131203002413700038668:45 AM102003300003125300292510005388Hourly Total305028502077496130011371691001773059:00 AM0010010000001212002404300143689:15 AM000000001031111100130230002337Grand Total233130303941080344914100595201116341007111210532257Approach %59.07.733.30.0--83.70.016.30.0--1.390.18.50.2--3.295.61.00.1---Total %1.00.10.60.0-1.71.80.00.40.0-2.20.644.54.20.1-49.41.544.60.50.0-46.7-61 Lights21260-2941080-499988952-109434999111-10452217% Lights91.366.746.2--74.4100.0-100.0--100.064.398.3100.0100.0-98.0100.099.2100.0100.0-99.298.2Buses0000-00000-00800-80100-19% Buses0.00.00.0--0.00.0-0.0--0.00.00.80.00.0-0.70.00.10.00.0-0.10.4Trucks1170-90000-05800-130400-426% Trucks4.333.353.8--23.10.0-0.0--0.035.70.80.00.0-1.20.00.40.00.0-0.41.2Bicycles on Road1000-10000-00100-10300-35% Bicycles onRoad4.30.00.0--2.60.0-0.0--0.00.00.10.00.0-0.10.00.30.00.0-0.30.2Bicycles onCrosswalk----9-----1-----0-----0--% Bicycles onCrosswalk----30.0-----2.9-----------0.0--Pedestrians----21-----33-----0-----2--% Pedestrians----70.0-----97.1-----------100.0--62 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal1018104520638199413235000103710532090119993410010000400003000000021110073412RTLUP132 0 0 1 0 131 Out 49 0 0 0 0 49 In 181 0 0 1 0 180 Total North City Center Drive [WB R 8 0 0 0 0 8 T 0 0 0 0 0 0 L 41 0 0 0 0 41 U 0 0 0 0 0 0 P 34 34 0 0 0 0 104810942142189111324314000106311162179OutInTotalKerber Blvd [NB]ULTRP29988950008000580000100000002141005950North City Center Drive [EB]Total490141064In29091039Out20050025000000U21011023L201003T6070013R00003030PTurning Movement Data Plot63 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (5:00 PM)Start TimeNorth City Center DriveNorth City Center DriveKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total5:00 PM11002230003308580093437000411395:15 PM201043300023069110080346210521385:30 PM200012300033194410100148000491545:45 PM2000423000230707007724500047129Total71101191200010121318301035010176210189560Approach %77.811.111.10.0--100.00.00.00.0--0.390.98.60.3--5.393.11.10.5---Total %1.30.20.20.0-1.62.10.00.00.0-2.10.256.85.40.2-62.51.831.40.40.2-33.8-PHF0.8750.2500.2500.000-0.7501.0000.0000.0000.000-1.0000.2500.8460.6820.250-0.8750.6250.9170.2500.250-0.9090.909Lights7100-812000-121317301-3491017421-187556% Lights100.0100.00.0--88.9100.0----100.0100.099.7100.0100.0-99.7100.098.9100.0100.0-98.999.3Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.0----0.00.00.00.00.0-0.00.00.00.00.0-0.00.0Trucks0010-10000-00100-10000-02% Trucks0.00.0100.0--11.10.0----0.00.00.30.00.0-0.30.00.00.00.0-0.00.4Bicycles on Road0000-00000-00000-00200-22% Bicycles onRoad0.00.00.0--0.00.0----0.00.00.00.00.0-0.00.01.10.00.0-1.10.4Bicycles onCrosswalk----7-----1-----0-----0--% Bicycles onCrosswalk----63.6-----10.0--------------Pedestrians----4-----9-----0-----0--% Pedestrians----36.4-----90.0--------------64 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 5:00 PMEnding At05/22/2023 6:00 PMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal325187512000101022000326189515217410100000000000020000000021761010RTLUP41 0 0 0 0 41 Out 12 0 0 0 0 12 In 53 0 0 0 0 53 Total North City Center Drive [WB R 0 0 0 0 0 0 T 0 0 0 0 0 0 L 12 0 0 0 0 12 U 0 0 0 0 0 0 P 10 10 0 0 0 0 187349536000112202000190350540OutInTotalKerber Blvd [NB]ULTRP113173000000000100000000000011318300North City Center Drive [EB]Total11010012In801009Out300003000000U700007L100001T001001R00001111PTurning Movement Peak Hour Data Plot (5:00 PM)65 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimeNorth City Center DriveNorth City Center DriveKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM0000001000110114001516200063797:45 AM1010120000000166002216510067918:00 AM1000110000302234002944610051818:15 AM102003001031028300310350003570Total3030261010722781700976208200216321Approach %50.00.050.00.0--50.00.050.00.0--2.180.417.50.0--2.896.30.90.0---Total %0.90.00.90.0-1.90.30.00.30.0-0.60.624.35.30.0-30.21.964.80.60.0-67.3-PHF0.7500.0000.3750.000-0.5000.2500.0000.2500.000-0.5000.2500.6960.7080.000-0.7820.3750.8000.5000.000-0.8060.882Lights1000-11010-2070170-87620720-215305% Lights33.3-0.0--16.7100.0-100.0--100.00.089.7100.0--89.7100.099.5100.0--99.595.0Buses0000-00000-00300-30000-03% Buses0.0-0.0--0.00.0-0.0--0.00.03.80.0--3.10.00.00.0--0.00.9Trucks1030-40000-02400-60100-111% Trucks33.3-100.0--66.70.0-0.0--0.0100.05.10.0--6.20.00.50.0--0.53.4Bicycles on Road1000-10000-00100-10000-02% Bicycles onRoad33.3-0.0--16.70.0-0.0--0.00.01.30.0--1.00.00.00.0--0.00.6Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----0.0--------------Pedestrians----2-----7-----0-----0--% Pedestrians----100.0-----100.0--------------66 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal72215287303516202000822162982207600000000100000000000002208600RTLUP23 0 0 0 0 23 Out 2 0 0 0 0 2 In 25 0 0 0 0 25 Total North City Center Drive [WB R 1 0 0 0 0 1 T 0 0 0 0 0 0 L 1 0 0 0 0 1 U 0 0 0 0 0 0 P 7 7 0 0 0 0 20887295033461001100021297309OutInTotalKerber Blvd [NB]ULTRP0070170003000240000100000000278170North City Center Drive [EB]Total3061010In104106Out202004000000U101103L000000T003003R000022PTurning Movement Peak Hour Data Plot (7:30 AM)67 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0030031000011400050200021112:15 AM000000000000030003020002512:30 AM100001000000000000010001212:45 AM0000000000000200020000002Hourly Total1030041000011900010050005201:00 AM00000000000001000100000011:15 AM00100100000004000400100161:30 AM10000110000101000100000031:45 AM0000000000000000000000000Hourly Total101002100001060006001001102:00 AM10000100000001000100000022:15 AM00000000000002000200000022:30 AM10000100000000000000000012:45 AM0010010000000200020100014Hourly Total20100300000005000501000193:00 AM10000100000003000300000043:15 AM00100100000000000003000343:30 AM00000010000102000204000473:45 AM1000010010010310040100017Hourly Total201003101002081009080008224:00 AM00001000000000001003000334:15 AM00000010000100000001000124:30 AM00000000001001000105000564:45 AM0000002000020200020400048Hourly Total00001030001303001301300013195:00 AM000000300003220004090009165:15 AM002002000000150006070007155:30 AM00000010000112100401010011165:45 AM00000010000119000100121001324Hourly Total0020025000055181002403820040716:00 AM20000200000015000601900019276:15 AM0010011000012120001401800018346:30 AM4020161000014110001503020032546:45 AM201013010001529200360254002969Hourly Total80402122100031257200710926009818468 7:00 AM40300711000224010043241600491017:15 AM40202620000244100045138900481017:30 AM801009100001155300592721100851547:45 AM60301920000266030069267160085165Hourly Total2209033161000713196700216721842002675218:00 AM50400912000344810053136900461118:15 AM9050114200002660300692571400731588:30 AM417011212101475120060354801651418:45 AM9050114001001146240080453170074169Hourly Total27121034944201103122110002621020048012585799:00 AM140800220000001358100722481400641589:15 AM90110020012003855100640572000771649:30 AM120800201020031759500814501100651699:45 AM5121002710000112627008126260070179Hourly Total4014800892140075023414002988217510027667010:00 AM511400201010021077000872605006717610:15 AM1207001900300318553007624413005915710:30 AM7020002710100210694008325512006918110:45 AM181130032103004185570080763160086202Hourly Total422540098308001156256140032613222460028171611:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Hourly Total6217801141204180242893303700456172956800380101912:00 PM1633210521026001826871700130487190011031012:15 PM20032005292700182287600115988110010829312:30 PM90300039314008276440095386190010825012:45 PM260220148100110021308911001306782600110309Hourly Total71311611191325280065105327380047022339750043611621:00 PM2313700614280014209150011667321001002911:15 PM161250042313027984400973771700972431:30 PM9128003851401101373200885711801942301:45 PM18114003333302913911100115455140073230Hourly Total664104001741571805405533922004161827670013649942:00 PM230210044628001617977001214661700872682:15 PM1602001369030012138230098510316001242702:30 PM200260046501006228080011018415001002622:45 PM1902300421040051898800124764150086257Hourly Total780900116821216003970357260045317317630039710573:00 PM161200037612009138730010358615001062553:15 PM1603103476020082497200123610213001212993:30 PM1302701403110051311390013539720001203003:45 PM191300050251310212010311001344921600112317Hourly Total6421080417417718104370400250049518377640045911714:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM2212000435050010189780012329925001263024:45 PM160270143527001426838001177892100117291Hourly Total8041070219122328005389390230150221371770046912155:00 PM242330059315009201095001344771800993015:15 PM12246006081600152912150015538412009932969 5:30 PM13137015190600152210050012758613001042975:45 PM122200034632001121995001254902100115285Hourly Total6171360120426519005092429200054116337640041712126:00 PM2102201433270012208560011128916001072736:15 PM19125004522410915809001042651500822406:30 PM2232601514040081186500102078800862476:45 PM130250038200002117060087177120090217Hourly Total7549802177114151031573212600404530951003659777:00 PM1412110373050081968400911711600882247:15 PM9114002421200585860072065600711727:30 PM90160025123006115030064452900651607:45 PM4017002131100585420064365100078168Hourly Total362681010794110024462301500291825341003027248:00 PM4012001611000264920057150300541298:15 PM11119003151100784620056142400471418:30 PM0070073010047320003903240036868:45 PM5090014003003743200520271002897Hourly Total201470068925001628170600204215112001654539:00 PM411300180010014330003713060037939:15 PM201100130000005281003401820020679:30 PM4050091020032190002111810020539:45 PM107008000000310000130103101435Hourly Total111360048103004149010010527612109124810:00 PM2030050000001810010012300153010:15 PM3020050010010800080340072110:30 PM0000001000111700080600061510:45 PM00000000000024200805200715Hourly Total505001010101242730034026900358111:00 PM201003000000050005011100122011:15 PM10300400000039000120400042011:30 PM2000020000000300030230051011:45 PM0000100000000600060300039Hourly Total504019000000323000260204002459Grand Total7793311412221955212501952104598904446291025627184416180612515213193Approach %39.81.758.40.1--46.210.942.50.4--15.879.05.20.0--3.680.815.60.0---Total %5.90.38.60.0-14.81.60.41.50.0-3.56.733.72.20.0-42.71.431.56.10.0-39.1-Lights7723011352-1939211471932-45388143612870-552918440758021-506212983% Lights99.190.999.5100.0-99.299.594.099.0100.0-98.799.098.198.6--98.3100.097.999.5100.0-98.398.4Buses0000-00000-011810-2002600-2646% Buses0.00.00.00.0-0.00.00.00.00.0-0.00.10.40.3--0.40.00.60.00.0-0.50.3Trucks7060-131120-486520-7505840-62154% Trucks0.90.00.50.0-0.70.52.01.00.0-0.90.91.50.7--1.30.01.40.50.0-1.21.2Bicycles on Road0300-30200-20210-30200-210% Bicycles onRoad0.09.10.00.0-0.20.04.00.00.0-0.40.00.00.3--0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----10-----3-----1-----0--% Bicycles onCrosswalk----45.5-----30.0-----50.0-----0.0--Pedestrians----12-----7-----1-----2--% Pedestrians----54.5-----70.0-----50.0-----100.0--70 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal5327506210389182644746213622400054215152105738024075184100260004580000200000002806416118412RTLUP510 0 4 2 1 503 Out 459 0 2 4 0 453 In 969 0 6 6 1 956 Total Market Square North Drive R 195 0 0 2 0 193 T 50 0 2 1 0 47 L 212 0 0 1 0 211 U 2 0 0 0 0 2 P 10 10 0 0 0 0 542155291095026204665751402350005514562711141OutInTotalMarket Blvd [NB]ULTRP0881436128700118100865200021000002089044462912Market Square North DriveTotal3671126503703In1939013301955Out1732113201748200002U7720700779L30003033T113506001141R00002222PTurning Movement Data Plot71 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Total62178011412041802428933037004561729568003801019Approach %44.00.755.30.0--47.69.542.90.0--19.572.48.10.0--4.577.617.90.0---Total %6.10.17.70.0-13.82.00.41.80.0-4.18.732.43.60.0-44.71.728.96.70.0-37.3-PHF0.8160.2500.8130.000-0.9280.7140.5000.6430.000-0.8750.7180.9270.5140.000-0.8640.4720.8680.8100.000-0.8960.910Lights621780-141203180-4189323370-44917293680-3781009% Lights100.0100.0100.0--100.0100.075.0100.0--97.6100.097.9100.0--98.5100.099.3100.0--99.599.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0000-00100-10700-70200-210% Trucks0.00.00.0--0.00.025.00.0--2.40.02.10.0--1.50.00.70.0--0.51.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----2-----0-----0--% Bicycles onCrosswalk----0.0-----100.0--------------Pedestrians----1-----0-----0-----0--% Pedestrians----100.0-----0.0--------------72 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal40337878100072900000041038079068293170000000020000000000000682951700RTLUP55 0 0 0 0 55 Out 42 0 0 1 0 41 In 97 0 0 1 0 96 Total Market Square North Drive R 18 0 0 0 0 18 T 4 0 0 1 0 3 L 20 0 0 0 0 20 U 0 0 0 0 0 0 P 2 2 0 0 0 0 391449840000279000000393456849OutInTotalMarket Blvd [NB]ULTRP08932337000000007000000000000089330370Market Square North DriveTotal3010100302In1410000141Out1600100161000000U62000062L100001T78000078R000011PTurning Movement Peak Hour Data Plot (11:00 AM)73 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM1913000502513102120103110013449216001123174:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM221200043505001018978001232992500126302Total835110011981963410608341026015191837472004641241Approach %41.92.555.60.0--31.710.056.71.7--16.079.05.00.0--3.980.615.50.0---Total %6.70.48.90.0-16.01.50.52.70.1-4.86.733.02.10.0-41.81.530.15.80.0-37.4-PHF0.9020.6250.8330.000-0.8530.7920.3000.6540.250-0.7140.9020.8990.5910.000-0.9200.4500.9440.7200.000-0.9210.976Lights8351100-198196341-6083406260-51518370720-4601233% Lights100.0100.0100.0--100.0100.0100.0100.0100.0-100.0100.099.0100.0--99.2100.098.9100.0--99.199.4Buses0000-00000-00100-10200-23% Buses0.00.00.0--0.00.00.00.00.0-0.00.00.20.0--0.20.00.50.0--0.40.2Trucks0000-00000-00300-30200-25% Trucks0.00.00.0--0.00.00.00.00.0-0.00.00.70.0--0.60.00.50.0--0.40.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----1-----0-----1-----0--% Bicycles onCrosswalk----100.0-----------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-----------0.0--------74 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal52346098312332500000052746499172370180002000020000000000000723741800RTLUP50 0 0 0 0 50 Out 60 0 0 0 0 60 In 110 0 0 0 0 110 Total Market Square North Drive R 34 0 0 0 0 34 T 6 0 0 0 0 6 L 19 0 0 0 0 19 U 1 0 0 0 0 1 P 0 0 0 0 0 0 49951510142132350000005035191022OutInTotalMarket Blvd [NB]ULTRP08340626000100003000000000001083410261Market Square North DriveTotal3590000359In1980000198Out1610000161000000U83000083L500005T1100000110R000011PTurning Movement Peak Hour Data Plot (3:45 PM)75 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM10600720000266521074150300541373:45 PM3020053010045761008216010062153Hourly Total40800125010061114131015621104001162904:00 PM202004601007128131097255100581664:15 PM20800104060010897800113451300581914:30 PM0090096060012128131097451210581764:45 PM404008805001399750011176210070202Hourly Total80230031240180042413561920418172197102447355:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM20902112020047103200112251300561835:45 PM1050062170110205740081353100066163Hourly Total703402411622301414035222004141220314102307266:00 PM21400730200596300072047500521366:15 PM10700801000114520206815090060137*** BREAK ***-------------------------Hourly Total311100153120062311502014019714001122736:30 AM0020020020021151001741510020416:45 AM104025301004217200211220002353Hourly Total1060273030063323003853710043947:00 AM2030053010040204002401800018517:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM7080015805001346912008563800044157Hourly Total15317003521013003491593000198141131001283958:00 AM404008705001222960037538000431008:15 AM3050081040053246003322710030768:30 AM0030033030066193002823730042798:45 AM1040053030068487106402320025100Hourly Total8016002414015002919120221016291256001403559:00 AM10902103000038224203624311047969:15 AM301004101002930100400291003076Grand Total504125061799037601169163132710480160262976493010903040Approach %27.92.269.80.0--53.31.845.00.0--10.282.86.50.5--5.789.54.50.3---Total %1.60.14.10.0-5.93.00.12.50.0-5.65.443.73.40.3-52.72.032.11.60.1-35.9-76 Lights4841220-174901750-16615913181038-158862961493-10753003% Lights96.0100.097.6--97.2100.033.398.7--98.297.599.399.0100.0-99.1100.098.5100.0100.0-98.698.8Buses1000-10000-00600-60800-815% Buses2.00.00.0--0.60.00.00.0--0.00.00.50.00.0-0.40.00.80.00.0-0.70.5Trucks1020-30010-11110-30600-613% Trucks2.00.01.6--1.70.00.01.3--0.60.60.11.00.0-0.20.00.60.00.0-0.60.4Bicycles on Road0010-10200-23200-50100-19% Bicycles onRoad0.00.00.8--0.60.066.70.0--1.21.80.20.00.0-0.30.00.10.00.0-0.10.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----33.3-----0.0--------------Pedestrians----4-----1-----0-----0--% Pedestrians----66.7-----100.0--------------77 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal144410752519781536921300014561090254649961623008000060000100000000499766230RTLUP170 0 0 1 0 169 Out 169 0 2 1 0 166 In 339 0 2 2 0 335 Total Private Driveway [WB] R 76 0 0 1 0 75 T 3 0 2 0 0 1 L 90 0 0 0 0 90 U 0 0 0 0 0 0 P 1 1 0 0 0 0 11811588276986148311257000119916022801OutInTotalGreat Plains Blvd [NB]ULTRP81591318103000600011100320000000816313271040Market St [EB]Total3831460394In1741310179Out2090150215000000U48110050L400004T1220210125R000066PTurning Movement Data Plot78 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM4040088050013997500111762100702025:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM2090211202004710320011225130056183Total10033024322121004429392230044416212510234765Approach %23.30.076.70.0--50.02.347.70.0--6.588.35.20.0--6.890.62.10.4---Total %1.30.04.30.0-5.62.90.12.70.0-5.83.851.23.00.0-58.02.127.70.70.1-30.6-PHF0.6250.0000.5890.000-0.6320.6880.2500.4770.000-0.6470.8060.9250.6390.000-0.9250.5710.8550.4170.250-0.8360.947Lights100330-43220210-4329392230-4441621151-233763% Lights100.0-100.0--100.0100.00.0100.0--97.7100.0100.0100.0--100.0100.099.5100.0100.0-99.699.7Buses0000-00000-00000-00000-00% Buses0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Trucks0000-00000-00000-00000-00% Trucks0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Bicycles on Road0000-00100-10000-00100-12% Bicycles onRoad0.0-0.0--0.00.0100.00.0--2.30.00.00.0--0.00.00.50.00.0-0.40.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0--------------------79 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal424233657000000011000424234658521116100000000000010000000052121610RTLUP39 0 0 0 0 39 Out 44 0 1 0 0 43 In 83 0 1 0 0 82 Total Private Driveway [WB] R 21 0 0 0 0 21 T 1 0 1 0 0 0 L 22 0 0 0 0 22 U 0 0 0 0 0 0 P 0 0 0 0 0 0 266444710000000101000267444711OutInTotalGreat Plains Blvd [NB]ULTRP02939223000000000000000000000029392230Market St [EB]Total77001078In43000043Out34001035000000U10000010L000000T33000033R000022PTurning Movement Peak Hour Data Plot (4:45 PM)80 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:15 AM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM70800158050013469120085638000441578:00 AM40400870500122296003753800043100Total17318003825017004211168320021119133100153444Approach %44.77.947.40.0--59.50.040.50.0--5.279.615.20.0--12.486.90.70.0---Total %3.80.74.10.0-8.65.60.03.80.0-9.52.537.87.20.0-47.54.330.00.20.0-34.5-PHF0.6070.2500.5630.000-0.6330.6940.0000.8500.000-0.8080.6880.6090.6670.000-0.6210.7920.8750.2500.000-0.8690.707Lights163160-35250170-4210166320-2081912910-149434% Lights94.1100.088.9--92.1100.0-100.0--100.090.998.8100.0--98.6100.097.0100.0--97.497.7Buses1000-10000-00200-20300-36% Buses5.90.00.0--2.60.0-0.0--0.00.01.20.0--0.90.02.30.0--2.01.4Trucks0010-10000-00000-00100-12% Trucks0.00.05.6--2.60.0-0.0--0.00.00.00.0--0.00.00.80.0--0.70.5Bicycles on Road0010-10000-01000-10000-02% Bicycles onRoad0.00.05.6--2.60.0-0.0--0.09.10.00.0--0.50.00.00.0--0.00.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------81 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:15 AMEnding At05/23/2023 8:15 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal199149348336011000000202153355112919000300001000000000000011331900RTLUP54 0 0 0 0 54 Out 42 0 0 0 0 42 In 96 0 0 0 0 96 Total Private Driveway [WB] R 17 0 0 0 0 17 T 0 0 0 0 0 0 L 25 0 0 0 0 25 U 0 0 0 0 0 0 P 0 0 0 0 0 0 170208378325202112000176211387OutInTotalGreat Plains Blvd [NB]ULTRP01016632000200000000100000000011168320Market St [EB]Total46112050In35111038Out11001012000000U16100017L300003T16011018R000000PTurning Movement Peak Hour Data Plot (7:15 AM)82 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM21220025304007241229001553105100109296Hourly Total215000531726002558254160032861921102006064:00 PM0021002170300103115370119111141001163384:15 PM00290029429001533139110018331120001153424:30 PM011200132040061810350012621360001382834:45 PM022600288060114371232001622114100117321Hourly Total038800912122201451195182501662847620048612845:00 PM4021002570301102411570014611061001082895:15 PM102100224040082812470015931071001113005:30 PM002000201115031726114700147290110942785:45 PM021700190010412411351014329500097260Hourly Total527900862211308361024662610595839831041011276:00 PM2122002541202715105130013311031001052706:15 PM101800194130081410690012917300074230*** BREAK ***-------------------------Hourly Total31400044825021529211220026221761001795006:30 AM1050061100026180002401920021536:45 AM005005300003540100461410004296Hourly Total10100011410005115810070160200631497:00 AM1020030000004425005113900040947:15 AM00500540100576280077244200481357:30 AM10100200300366070073179200821607:45 AM10100210100286611008527570084173Hourly Total30900125050010252303100286623711002545628:00 AM10000130200595570071069000691468:15 AM000000201003126580085361100651538:30 AM308001110000185130062141100431178:45 AM009009701018126713009206120063172Hourly Total401700211304011741238310031042324002405889:00 AM00100010201023137450092050100511569:15 AM111100135020079567007254320050142Grand Total19831400341978580141634072105164112677401864272019335114Approach %5.62.392.10.0--59.54.935.60.0--15.278.66.10.0--2.196.41.40.1---Total %0.40.26.10.0-6.71.90.21.10.0-3.28.041.23.20.0-52.30.836.40.50.0-37.8-83 Lights1883120-338947570-15839520631591-2618391825252-18915005% Lights94.7100.099.4--99.196.987.598.3--96.997.198.097.0100.0-97.897.597.992.6100.0-97.897.9Buses0000-00000-011300-1401500-1529% Buses0.00.00.0--0.00.00.00.0--0.00.20.60.00.0-0.50.00.80.00.0-0.80.6Trucks1010-23110-5112740-4212420-2776% Trucks5.30.00.3--0.63.112.51.7--3.12.71.32.40.0-1.62.51.37.40.0-1.41.5Bicycles on Road0010-10000-00210-30000-04% Bicycles onRoad0.00.00.3--0.30.00.00.0--0.00.00.10.60.0-0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----0-----2-----1-----0--% Bicycles onCrosswalk----------14.3-----100.0--------Pedestrians----0-----12-----0-----0--% Pedestrians----------85.7-----0.0--------84 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal214018914031131528292756202000218419334117251825392001500022410000000000002718644020RTLUP212 0 1 5 0 206 Out 163 0 0 5 0 158 In 375 0 1 10 0 364 Total Market St [WB] R 58 0 0 1 0 57 T 8 0 0 1 0 7 L 97 0 0 3 0 94 U 0 0 0 0 0 0 P 14 14 0 0 0 0 223226184850151429284270134000227626774953OutInTotalMarket Blvd [NB]ULTRP13952063159001130001127400021000001140721051641Private Drive [EB]Total76511610783In3380210341Out42711400442000000U18010019L800008T3120110314R000000PTurning Movement Data Plot85 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (3:30 PM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM212200253040072412290015531051001092964:00 PM0021002170300103115370119111141001163384:15 PM0029002942900153313911001833112000115342Total21100001032841800501225463401702104182104311286Approach %1.91.097.10.0--56.08.036.00.0--17.477.84.80.0--2.397.00.50.2---Total %0.20.17.80.0-8.02.20.31.40.0-3.99.542.52.60.0-54.60.832.50.20.1-33.5-PHF0.2500.2500.8620.000-0.8880.5000.5000.5000.000-0.6940.8970.8920.7730.000-0.9190.8330.9170.5000.250-0.9290.940Lights21980-101284180-50120541330-6941041311-4251270% Lights100.0100.098.0--98.1100.0100.0100.0--100.098.499.197.1--98.9100.098.850.0100.0-98.698.8Buses0000-00000-00300-30100-14% Buses0.00.00.0--0.00.00.00.0--0.00.00.50.0--0.40.00.20.00.0-0.20.3Trucks0010-10000-02200-40410-510% Trucks0.00.01.0--1.00.00.00.0--0.01.60.40.0--0.60.01.050.00.0-1.20.8Bicycles on Road0010-10000-00010-10000-02% Bicycles onRoad0.00.01.0--1.00.00.00.0--0.00.00.02.9--0.10.00.00.00.0-0.00.2Bicycles onCrosswalk----0-----0-----1-----0--% Bicycles onCrosswalk----------------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----------------0.0--------86 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 3:30 PMEnding At05/22/2023 4:30 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal562425987314257000000567431998141310100100014000000000000024181010RTLUP45 0 1 0 0 44 Out 50 0 0 0 0 50 In 95 0 1 0 0 94 Total Market St [WB] R 18 0 0 0 0 18 T 4 0 0 0 0 4 L 28 0 0 0 0 28 U 0 0 0 0 0 0 P 0 0 0 0 0 0 53969412331345491120005467021248OutInTotalMarket Blvd [NB]ULTRP0120541330003000220000010000010122546341Private Drive [EB]Total2260410231In1010110103Out1250300128000000U200002L100001T980110100R000000PTurning Movement Peak Hour Data Plot (3:30 PM)87 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM10100200300366070073179200821607:45 AM101002101002866110085275700841738:00 AM10000130200595570071069000691468:15 AM00000020100312658008536110065153Total302005607001335246330031462841000300632Approach %60.00.040.00.0--46.20.053.80.0--11.178.310.50.0--2.094.73.30.0---Total %0.50.00.30.0-0.80.90.01.10.0-2.15.538.95.20.0-49.70.944.91.60.0-47.5-PHF0.7500.0000.5000.000-0.6250.5000.0000.5830.000-0.6500.7290.9320.7500.000-0.9240.5000.8990.3570.000-0.8930.913Lights3020-56060-1233231320-2965271100-286599% Lights100.0-100.0--100.0100.0-85.7--92.394.393.997.0--94.383.395.4100.0--95.394.8Buses0000-00000-01500-601100-1117% Buses0.0-0.0--0.00.0-0.0--0.02.92.00.0--1.90.03.90.0--3.72.7Trucks0000-00010-11910-111200-315% Trucks0.0-0.0--0.00.0-14.3--7.72.93.73.0--3.516.70.70.0--1.02.4Bicycles on Road0000-00000-00100-10000-01% Bicycles onRoad0.0-0.0--0.00.0-0.0--0.00.00.40.0--0.30.00.00.0--0.00.2Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------88 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal24028652651116103131010002563005561027150001100002100000000000010284600RTLUP39 0 0 2 0 37 Out 13 0 0 1 0 12 In 52 0 0 3 0 49 Total Market St [WB] R 7 0 0 1 0 6 T 0 0 0 0 0 0 L 6 0 0 0 0 6 U 0 0 0 0 0 0 P 0 0 0 0 0 0 2792965751161721113011000292314606OutInTotalMarket Blvd [NB]ULTRP03323132001500019100010000000035246330Private Drive [EB]Total48110050In500005Out43110045000000U300003L000000T200002R000000PTurning Movement Peak Hour Data Plot (7:30 AM)89 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StTarget DrivewayTarget DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM020002020002001001000000512:15 AM020002020002000000000000412:30 AM011002010001100001000000412:45 AM0200020100010000000000003Hourly Total071008060006101002000000161:00 AM00000000000000000000000001:15 AM02000212000300000000000051:30 AM00000002000200000000000021:45 AM0300030000000000000000003Hourly Total050005140005000000000000102:00 AM01000121000300000000000042:15 AM01000100000000000000000012:30 AM00000000000000000000000002:45 AM0100010000001010020000003Hourly Total03000321000310100200000083:00 AM00000001000100000000000013:15 AM00000000000000000000000003:30 AM01000101000100000000001023:45 AM0000002200040000000000004Hourly Total01000124000600000000001074:00 AM01000101000100000010000134:15 AM01000100000000000000000014:30 AM00000001000100000000000014:45 AM1500060100010000000000107Hourly Total170008030003000000100011125:00 AM02000214000500000000000075:15 AM04000404000400000000000085:30 AM14000504000400000000000095:45 AM190001024000600000000003016Hourly Total2190002131600019000000000030406:00 AM050005080008000000000020136:15 AM01000010120003000000000000136:30 AM2140001611100012000010002022306:45 AM426100311171001910000100002051Hourly Total655100623381004210001100206210790 7:00 AM42540033031000311000014160011767:15 AM1402004392710137126009000010897:30 AM558100645550006021800111120141397:45 AM35450062764000711180010001011144Hourly Total131771200202211771011995422003152903164488:00 AM241200456381004550800134030071108:15 AM4444005295230064201301151040151368:30 AM338500461770300901170093120061518:45 AM861400731253110672190012103014156Hourly Total17184150021644213810266102370149911202225539:00 AM644700571648410691310001462602141549:15 AM25380063224031166511900251060071619:30 AM63820046124030155621000182050171269:45 AM2533005814434306422120016107008146Hourly Total16188200022464171145225414851007310224033658710:00 AM345400521335310521114011600400412410:15 AM653700661552310715170013419001416410:30 AM8505006321518118130160019526011317610:45 AM45450063125841075222100256040110173Hourly Total21202210024461196184127911458017315323024163711:00 AM962500762265500925015002031400819611:15 AM127030085215961087211310173113021720611:30 AM776130096208852011527110020618011524611:45 AM108411001051479421995124003031120216250Hourly Total38292320036277291205139314963108715437055689812:00 PM710050011217893211112422002802600825912:15 PM989100010822942101193016001912500825412:30 PM128650010324693009640210225319011323712:45 PM79760011029841101153320002611130215266Hourly Total353722600433923369414411277902985633034410161:00 PM67080084208660011250190024701501222421:15 PM14713008814837001041020002150900142271:30 PM96460079126843087421800242160391991:45 PM284600921671620951411001652110018221Hourly Total3128923003436230823503981166800851934104638892:00 PM770110288188072010740130017211202152272:15 PM127360091219332011931200024621400222562:30 PM5586006926803001097321013143702142232:45 PM966800832459710912121002410120013211Hourly Total3326731023318931220504261657501961364504649173:00 PM580500902081601107931400262150082313:15 PM957101077251004111309216002740801122463:30 PM96760082308453012280280036411001152553:45 PM677800912577520109422100272090111238Hourly Total292812910340100342206246830779001161223203469704:00 PM1710340012426935001246117002423600112834:15 PM13941100118239281012472190028521602232934:30 PM886110010526952111247133004130800112814:45 PM8697008430978001359231014230110114275Hourly Total46352330043110537723215072961000113513541035911325:00 PM1067900863198410134112130026321101162625:15 PM88811001072296100119213100343111011527591 5:30 PM119870011622902301177229003832901142855:45 PM5873009525724201034221002724110117242Hourly Total3434030004041003561160473247940012511942046210646:00 PM5806009111714008640220426311001142176:15 PM678500892670310100502300283060192266:30 PM5711100871776201956019002552501122196:45 PM86970084116511178100250235301034201Hourly Total24298290035165282102235925089061141432206398637:00 PM45160061167213092411200174140491797:15 PM35440061226512090611500222070091827:30 PM26040066244700171511501212140071657:45 PM5554006417530007020210123003023160Hourly Total14220180025279237251323173630283821806286868:00 PM34360052156800283712200302150181738:15 PM3396004875301061401100150020021268:30 PM43270043162302041201500172130061078:45 PM013500181318020333115001920001272Hourly Total10127240016151162052218162630081621002184789:00 PM135100378220023051130019105006929:15 PM125000269200022911110013000000689:30 PM02430027019000197070014002012629:45 PM02010021010000102010001200000043Hourly Total210450011117710048815241005810701826510:00 PM050005010010112020041000012110:15 PM0700070900090020020000001810:30 PM0800080300030000000000001110:45 PM0500050170001700100100000023Hourly Total02500025039010402050071000017311:00 PM0800080300030000000000001111:15 PM020002030003000000000000511:30 PM050005010001000000000010611:45 PM0100010400040000000000005Hourly Total016000160110001100000000001027Grand Total372383135012455410383953180561852272547298911513161585039806360611703Approach %8.284.17.70.0--19.975.63.41.1--19.35.575.20.1--26.18.365.70.0---Total %3.232.73.00.0-38.98.933.81.50.5-44.72.20.68.50.0-11.21.40.43.40.0-5.2-Lights36737573501-44751032387417856-5140252729881-1313151503950-59611524% Lights98.798.1100.0100.0-98.399.498.098.9100.0-98.399.2100.099.9100.0-99.895.6100.099.2--98.398.5Buses32500-2812300-240010-12000-255% Buses0.80.70.00.0-0.60.10.60.00.0-0.50.00.00.10.0-0.11.30.00.0--0.30.5Trucks23600-3854820-552000-24030-7102% Trucks0.50.90.00.0-0.80.51.21.10.0-1.10.80.00.00.0-0.22.50.00.8--1.20.9Bicycles on Road01300-130800-80000-01000-122% Bicycles onRoad0.00.30.00.0-0.30.00.20.00.0-0.20.00.00.00.0-0.00.60.00.0--0.20.2Bicycles onCrosswalk----0-----1-----2-----14--% Bicycles onCrosswalk----0.0-----5.6-----13.3-----22.2--Pedestrians----2-----17-----13-----49--% Pedestrians----100.0-----94.4-----86.7-----77.8--92 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherTarget Driveway [SB]OutInTotal617596121332547110110006246061230395501510000200304000010000006339850158063RTLUP5034 0 14 40 28 4952 Out 5227 0 8 55 24 5140 In 10261 0 22 95 52 10092 Total W 78th St [WB] R 180 0 0 2 0 178 T 3953 0 8 48 23 3874 L 1038 0 0 5 1 1032 U 56 0 0 0 0 56 P 18 18 0 0 0 0 143313132746112527000000143913162755OutInTotalTarget Driveway [NB]ULTRP125272988000010020000000000001512547298915W 78th St [EB]Total899751912109160In447528381304554Out45222353804606100001U3673200372L375725361303831T3500000350R000022PTurning Movement Data Plot93 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StTarget DrivewayTarget DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM962500762265500925015002031400819611:15 AM127030085215961087211310173113021720611:30 AM776130096208852011527110020618011524611:45 AM108411001051479421995124003031120216250Total382923200362772912051393149631087154370556898Approach %10.580.78.80.0--19.674.05.11.3--16.110.372.41.1--26.87.166.10.0---Total %4.232.53.60.0-40.38.632.42.20.6-43.81.61.07.00.1-9.71.70.44.10.0-6.2-PHF0.7920.8690.6150.000-0.8620.8750.8270.8330.625-0.8540.7000.3210.6560.250-0.7250.6251.0000.7120.000-0.8240.898Lights38288320-35877290205-392149631-87154370-56893% Lights100.098.6100.0--98.9100.099.7100.0100.0-99.7100.0100.0100.0100.0-100.0100.0100.0100.0--100.099.4Buses0100-10000-00000-00000-01% Buses0.00.30.0--0.30.00.00.00.0-0.00.00.00.00.0-0.00.00.00.0--0.00.1Trucks0200-20100-10000-00000-03% Trucks0.00.70.0--0.60.00.30.00.0-0.30.00.00.00.0-0.00.00.00.0--0.00.3Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.30.0--0.30.00.00.00.0-0.00.00.00.00.0-0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----------0.0--Pedestrians----0-----1-----0-----5--% Pedestrians----------100.0-----------100.0--94 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Driveway [SB]OutInTotal675612300000000000067561233741500000000000000000000053741505RTLUP375 0 1 2 1 371 Out 393 0 0 1 0 392 In 768 0 1 3 1 763 Total W 78th St [WB] R 20 0 0 0 0 20 T 291 0 0 1 0 290 L 77 0 0 0 0 77 U 5 0 0 0 0 5 P 1 1 0 0 0 0 1148720100000000000011487201OutInTotalTarget Driveway [NB]ULTRP1149630000000000000000000001149630W 78th St [EB]Total6991310704In3581210362Out3410100342000000U38000038L2881210292T32000032R000000PTurning Movement Peak Hour Data Plot (11:00 AM)95 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (4:00 PM)Start TimeW 78th StW 78th StTarget DrivewayTarget DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM1710340012426935001246117002423600112834:15 PM13941100118239281012472190028521602232934:30 PM886110010526952111247133004130800112814:45 PM8697008430978001359231014230110114275Total4635233004311053772321507296100011351354103591132Approach %10.781.77.70.0--20.774.44.50.4--21.54.474.10.0--22.08.569.50.0---Total %4.131.12.90.0-38.19.333.32.00.2-44.82.60.58.80.0-11.91.10.43.60.0-5.2-PHF0.6760.8540.7500.000-0.8690.8750.9720.7190.500-0.9390.8060.7500.7580.000-0.8040.6500.4170.6410.000-0.6410.966Lights46346330-425105375232-5052961000-135125410-581123% Lights100.098.3100.0--98.6100.099.5100.0100.0-99.6100.0100.0100.0--100.092.3100.0100.0--98.399.2Buses0100-10000-00000-00000-01% Buses0.00.30.0--0.20.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Trucks0400-40100-10000-01000-16% Trucks0.01.10.0--0.90.00.30.00.0-0.20.00.00.0--0.07.70.00.0--1.70.5Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.0--0.20.00.30.00.0-0.20.00.00.0--0.00.00.00.0--0.00.2Bicycles onCrosswalk----0-----0-----1-----1--% Bicycles onCrosswalk----------0.0-----100.0-----33.3--Pedestrians----0-----1-----0-----2--% Pedestrians----------100.0-----0.0-----66.7--96 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 4:00 PMEnding At05/24/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Driveway [SB]OutInTotal755813300001100000075591344151200000000010000000000034151303RTLUP467 0 1 5 1 460 Out 507 0 1 1 0 505 In 974 0 2 6 1 965 Total W 78th St [WB] R 23 0 0 0 0 23 T 377 0 1 1 0 375 L 105 0 0 0 0 105 U 2 0 0 0 0 2 P 1 1 0 0 0 0 143135278000000000000143135278OutInTotalTarget Driveway [NB]ULTRP029610000000000000000000000102961001W 78th St [EB]Total8701520878In4251410431Out4450110447000000U46000046L3461410352T33000033R000000PTurning Movement Peak Hour Data Plot (4:00 PM)97 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StGreat Plains BlvdGreat Plains BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total12:00 AM100010200222004712:15 AM030031100230003812:30 AM010011300411002712:45 AM0100100000120034Hourly Total1500626008750012261:00 AM10001000000100121:15 AM02002000000000021:30 AM01001010010000021:45 AM1000101001100013Hourly Total23005020021100292:00 AM00000020020000022:15 AM00000100011000122:30 AM00000010010000012:45 AM0000010001210034Hourly Total00000230053100493:00 AM10001220041000163:15 AM01001010010000023:30 AM10001120031000153:45 AM0100101001020024Hourly Total220043600922004174:00 AM00010000100000004:15 AM00000010011000124:30 AM340071000102002104:45 AM62008000002300513Hourly Total9601151101235008255:00 AM230050400414005145:15 AM020021200353008135:30 AM530080200223005155:45 AM530083301674001125Hourly Total12110023411011515140029676:00 AM4500912003480012246:15 AM3400714005660012246:30 AM650111630191590024446:45 AM1014002410800182214003678Hourly Total2328015118170135473700841707:00 AM41200161823004129900389598 7:15 AM1234004611120023231600391087:30 AM932004133130046442900731607:45 AM184300611917023638251064161Hourly Total431210016481650214613479102145248:00 AM1325033819210440422300651438:15 AM1650006611570068642400882228:30 AM2231025321370158552900841958:45 AM175200692717004450230073186Hourly Total6815805226781320521021199003107469:00 AM1139005018170035212200431289:15 AM1047005715100025382100591419:30 AM1240025224100234332900621489:45 AM143003443021025138230061156Hourly Total4715605203875804145130950022557310:00 AM17340251302614574329007218010:15 AM19420261201002303725006215310:30 AM11450256312212543525006017010:45 AM146600802816004445350080204Hourly Total611870624810974281851601140027470711:00 AM19370056311900505020007017611:15 AM15540069383000683934007321011:30 AM19630082262300495839109822911:45 AM2966009537220059594200101255Hourly Total822200030213294002262061351034287012:00 PM247500993824006266380010426512:15 PM27540081382001585732008922812:30 PM225500773025005562450010723912:45 PM2559008446230069555000105258Hourly Total98243003411529201244240165004059901:00 PM1561007646340080613300942501:15 PM1461007530210051504800982241:30 PM1761007826210047433910832081:45 PM165300693923006264290093224Hourly Total62236002981419900240218149103689062:00 PM1560007539230062423300752122:15 PM12630275342702616547001122482:30 PM16710087261800447131001022332:45 PM1856007439300069704200112255Hourly Total61250023111389802236248153004019483:00 PM26590085324600787252001242873:15 PM19760195472401716042101032693:30 PM1678009434240058592800872393:45 PM28960012449480097723600108329Hourly Total8930901398162142013042631581042211244:00 PM15740089543500898245001273054:15 PM257900104422010637748001252924:30 PM178300100412800698340001232924:45 PM1969008852280080604800108276Hourly Total7630500381189111103013021810048311655:00 PM18840010243320075623600982755:15 PM218800109492610766439001032885:30 PM1890101095528018367440011130399 5:45 PM2782001094538008351460097289Hourly Total8434410429192124113172441650040911556:00 PM18470265383400727832101112486:15 PM1660027639300269553800932386:30 PM2553017839140053544500992306:45 PM224202642521024638370075185Hourly Total81202072831419904240225152103789017:00 PM1343025625220047543400881917:15 PM1047005722240046544000941977:30 PM842005015310046532800811777:45 PM72800352214003639410080151Hourly Total3816002198849100175200143003437168:00 PM1027003718160034291900481198:15 PM725023214210235281500431108:30 PM320012313150128222900511028:45 PM92000295900142310003376Hourly Total29920312150610311110273001754079:00 PM3190022111500262460030789:15 PM3140017149002323140037779:30 PM4100014813002113110024599:45 PM4300781000181514002954Hourly Total144600604147008875450012026810:00 PM180096600129300123310:15 PM35008370010620082610:30 PM6300926008350082510:45 PM530086160022102001242Hourly Total15190034173500522812004012611:00 PM2000245009320051611:15 PM010011400521003911:30 PM1300432005420061511:45 PM11012250170201211Hourly Total450191016012697011651Grand Total1001310813441101834148443533223073199051506812500Approach %24.475.60.0--55.244.70.1--60.639.30.1---Total %8.024.90.0-32.914.711.90.0-26.624.615.90.0-40.5-Lights99230301-4023181614604-3280299719655-496712270% Lights99.197.5100.0-97.999.098.4100.0-98.797.598.7100.0-98.098.2Buses1160-17090-91170-1844% Buses0.10.50.0-0.40.00.60.0-0.30.40.40.0-0.40.4Trucks6520-5817140-3155150-70159% Trucks0.61.70.0-1.40.90.90.0-0.91.80.80.0-1.41.3Bicycles on Road2100-12110-21030-1327% Bicycles on Road0.20.30.0-0.30.10.10.0-0.10.30.20.0-0.30.2Bicycles on Crosswalk---4----1----0--% Bicycles on Crosswalk---11.8----2.9----0.0--Pedestrians---30----34----1--% Pedestrians---88.2----97.1----100.0--100 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal485149679818161834697013911132400049475068100151965299750711001555003100000011990307351TLUP4558 0 11 69 20 4458 Out 4110 0 12 58 17 4023 In 8668 0 23 127 37 8481 Total W 78th St [WB] R 3108 0 10 52 16 3030 L 1001 0 2 6 1 992 U 1 0 0 0 0 1 P 34 34 0 0 0 0 2961328062418917213152527000299533226317OutInTotalGreat Plains Blvd [NB]UTRP4181614600009001714001100003541834148435Turning Movement Data Plot101 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StGreat Plains BlvdGreat Plains BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total11:00 AM19370056311900505020007017611:15 AM15540069383000683934007321011:30 AM19630082262300495839109822911:45 AM2966009537220059594200101255Total8222000302132940022620613510342870Approach %27.272.80.0--58.441.60.0--60.239.50.3---Total %9.425.30.0-34.715.210.80.0-26.023.715.50.1-39.3-PHF0.7070.8330.000-0.7950.8680.7830.000-0.8310.8730.8040.250-0.8470.853Lights812170-298130930-2231981341-333854% Lights98.898.6--98.798.598.9--98.796.199.3100.0-97.498.2Buses000-0000-0000-00% Buses0.00.0--0.00.00.0--0.00.00.00.0-0.00.0Trucks130-4210-3710-815% Trucks1.21.4--1.31.51.1--1.33.40.70.0-2.31.7Bicycles on Road000-0000-0100-11% Bicycles on Road0.00.0--0.00.00.0--0.00.50.00.0-0.30.1Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------102 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal348333681000581301100035334269513419810000017000100000013520610TLUP300 0 1 8 0 291 Out 302 0 0 4 0 298 In 602 0 1 12 0 589 Total W 78th St [WB] R 220 0 0 3 0 217 L 82 0 0 1 0 81 U 0 0 0 0 0 0 P 0 0 0 0 0 0 215223438000235000000217226443OutInTotalGreat Plains Blvd [NB]UTRP013093000000210000000000132940Turning Movement Peak Hour Data Plot (11:00 AM)103 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StGreat Plains BlvdGreat Plains BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total3:45 PM289600124494800977236001083294:00 PM15740089543500898245001273054:15 PM257900104422010637748001252924:30 PM17830010041280069834000123292Total853320041718613110318314169004831218Approach %20.479.60.0--58.541.20.3--65.035.00.0---Total %7.027.30.0-34.215.310.80.1-26.125.813.90.0-39.7-PHF0.7590.8650.000-0.8410.8610.6820.250-0.8200.9460.8800.000-0.9510.926Lights853250-4101861281-3153061660-4721197% Lights100.097.9--98.3100.097.7100.0-99.197.598.2--97.798.3Buses010-1010-1220-46% Buses0.00.3--0.20.00.80.0-0.30.61.2--0.80.5Trucks040-4020-2510-612% Trucks0.01.2--1.00.01.50.0-0.61.60.6--1.21.0Bicycles on Road020-2000-0100-13% Bicycles on Road0.00.6--0.50.00.00.0-0.00.30.0--0.20.2Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------104 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal5114729831454610213000518483100116630600220015000100000016931400TLUP445 0 1 7 3 434 Out 417 0 2 4 1 410 In 862 0 3 11 4 844 Total W 78th St [WB] R 332 0 2 4 1 325 L 85 0 0 0 0 85 U 0 0 0 0 0 0 P 0 0 0 0 0 0 252315567213123000000255318573OutInTotalGreat Plains Blvd [NB]UTRP11861280001000200000000011861310Turning Movement Peak Hour Data Plot (3:45 PM)105 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM030003002002000000101002712:15 AM0100010230050100012010031012:30 AM020002010001000000100001412:45 AM0200020100010000001000014Hourly Total080008045009010001502007251:00 AM00000000100100000000000011:15 AM02000203100400000000000061:30 AM00000002300500000000000051:45 AM1200030000000000000000003Hourly Total1400050550010000000000000152:00 AM00100101000100000000200242:15 AM01000100100101000100000032:30 AM00000000100102000210000142:45 AM0110020010010010010100015Hourly Total022004013004031004112004163:00 AM00000001400501000100000063:15 AM00000000000000100110000123:30 AM01000101200300000020001263:45 AM0000000410051000013000039Hourly Total0100010670013111003600016234:00 AM10000100000000000020100344:15 AM01000100000000000020000234:30 AM00000001100200000020000244:45 AM13100501000100100150001512Hourly Total24100702100300100111010112235:00 AM020002042006000000801009175:15 AM040004022004200002800008185:30 AM040004021013100001411026145:45 AM08001806700130100011111031335Hourly Total0180011801412012631000431230536846:00 AM131005165001200100116110218366:15 AM11000011155011100000015000015376:30 AM01310014795012110202328020030686:45 AM3240002752314104300100129010230101Hourly Total55020057144329128710402588140493242106 7:00 AM02540029526160047007007330600391227:15 AM8326004663590050015016570600631657:30 AM26040066555240084105006521401572137:45 AM73916106315562120942390014573110071242Hourly Total17156301020431172702027534260133199427012307428:00 AM6387005110411301642270111403400471738:15 AM64380057105725009251130119491401542228:30 AM24510048880230011130100013400600462188:45 AM26310007510592410944014001851380062249Hourly Total161892600231382378511361143440261180722012098629:00 AM24591157125630109941120117310702382119:15 AM8609017795330009232140019382800482369:30 AM14430048124531209041100015342801441979:45 AM6567016918542600982219002349580062252Hourly Total17205281325151208117303791365501741529310319289610:00 AM551400601640400196301501184668006023410:15 AM755400665564401105621901273077004424210:30 AM7501000679693910118621300213937014925510:45 AM670800841156491111741200025372110250276Hourly Total2522626002774122117223436195670291152183303203100711:00 AM1689007818655310137341800252809003727711:15 AM126710008910813810130311900235525006230411:30 AM146614009477954011404218002441218016131911:45 AM138314001101971511114242280034633120378364Hourly Total4028447003715429619632549149830010618774404238126412:00 PM8103150012668962101586127003445211005837612:15 PM1283600101131045500172502100264639015835712:30 PM119870111619755100145522101284659016034912:45 PM12998101201091541015660140020512110364360Hourly Total4338336114634835922220631223830110818812400524014421:00 PM97714001001396610017053140022340800423341:15 PM77711009522845821166512502314301202553471:30 PM1067801851271461013030200123572702663041:45 PM690900105108249001413121002532480244315Hourly Total323114201385573332143160716580031011666350620713002:00 PM574700861396630017252110018442902553312:15 PM67913009821925500168822900394341500623672:30 PM5688008113825400149843001424181000593312:45 PM107360089157871101653618022741480053334Hourly Total26294340035462348243106542414880312616918420222913633:00 PM67880192893612016411200022495802623403:15 PM66790182171056300185442802364621701653683:30 PM685100010171097110188301300164921202633683:45 PM11791000100149476111856126003362170070388Hourly Total2930937023754640127141722146870210720610440526014644:00 PM10103901122131206521200422400306081300814334:15 PM710450111613103811019863170126574901704104:30 PM811180012771016511174321601215101302643864:45 PM8811200101121135101176121200333612140077387Hourly Total3339934024664543726243748258770511022914490329216165:00 PM10725008791138212205621400224721002593735:15 PM2193500119611090002061217002051460061406107 5:30 PM2510750213751081010021421210124575603684435:45 PM149040010839280111762012011454490167365Hourly Total703621902451234233532380111564028020915310625515876:00 PM12906021087806614154021805204261002583406:15 PM980903981882600216062900175131201663416:30 PM890314102683740016352180525492400553456:45 PM28651094768511112710120113392140255289Hourly Total3134623294023831325127604126570117518113400523413157:00 PM1066100775705200127211100144451702662847:15 PM7605007257450001293030065431600732807:30 PM565100712533110874490317304600402157:45 PM964601791504400955470016371120050240Hourly Total312551301299132471771043814930035316513510222910198:00 PM6576006946134019956401152001801382218:15 PM345300513453500834710012200900291758:30 PM34900052132291063321006150100161378:45 PM3280003132622005126001811030014104Hourly Total1517990020311164120112961421602416603101976379:00 PM34430050121241047440028131101151209:15 PM13220035126221050110002702009969:30 PM6232003101418003212000312030015819:45 PM426100312612002030100470000762Hourly Total14125800147467762014997102173916014635910:00 PM08100906800141110035020073310:15 PM09000906901150200022130063210:30 PM0710081250080100014100052210:45 PM1500061126001921000330300634Hourly Total129200322262801563510091428002412111:00 PM17000805500100100012000022111:15 PM0200020360090210032000021611:30 PM0500050060060100011010121411:45 PM01000104500900000020100313Hourly Total1150001601222003404100570201964Grand Total44941544195225027578433929413426789223212685704212152651153548060335217486Approach %8.982.68.30.1--7.355.037.30.4--19.110.470.50.0--79.14.616.30.0---Total %2.623.82.40.0-28.73.324.816.80.2-45.11.30.74.90.0-6.915.20.93.10.0-19.2-Lights44040944065-49455164275290934-77342241247840-113226321505340-331617127% Lights98.098.696.9100.0-98.489.398.598.9100.0-98.096.698.491.5--93.299.398.097.4--98.997.9Buses81910-2802260-280010-14130-865% Buses1.80.50.20.0-0.60.00.50.20.0-0.40.00.00.1--0.10.20.70.5--0.20.4Trucks125110-376134250-12082720-82142100-26265% Trucks0.20.62.60.0-0.710.60.80.90.0-1.53.41.68.4--6.70.51.31.8--0.81.5Bicycles on Road01610-171810-100000-01010-229% Bicycles onRoad0.00.40.20.0-0.30.20.20.00.0-0.10.00.00.0--0.00.00.00.2--0.10.2Bicycles onCrosswalk----7-----7-----13-----16--% Bicycles onCrosswalk----31.8-----26.9-----31.0-----26.7--Pedestrians----15-----19-----29-----44--% Pedestrians----68.2-----73.1-----69.0-----73.3--108 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal34733316678914822282654123000351633526868534150263200314001021400101000000605481532651060RTLUP7696 0 17 111 24 7544 Out 7892 0 10 120 28 7734 In 15588 0 27 231 52 15278 Total W 78th St [WB] R 2941 0 1 25 6 2909 T 4339 0 8 34 22 4275 L 578 0 1 61 0 516 U 34 0 0 0 0 34 P 26 26 0 0 0 0 1072113222042137482156202000115012152365OutInTotalKerber Blvd [NB]ULTRP022412478400001008272000000000042023212685742W 78th St [EB]Total9983538926010151In494528371705027Out50382552905124500005U4408100449L409419251604154T40611110419R00002222PTurning Movement Data Plot109 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM1689007818655310137341800252809003727711:15 AM126710008910813810130311900235525006230411:30 AM146614009477954011404218002441218016131911:45 AM138314001101971511114242280034633120378364Total40284470037154296196325491498300106187744042381264Approach %10.876.512.70.0--9.853.935.70.5--13.28.578.30.0--78.62.918.50.0---Total %3.222.53.70.0-29.44.323.415.50.2-43.41.10.76.60.0-8.414.80.63.50.0-18.8-PHF0.7140.8550.8390.000-0.8430.7110.9140.9070.750-0.9670.8750.5630.7410.000-0.7790.7420.5830.6110.000-0.7630.868Lights39282460-367502951953-543149780-1011867440-2371248% Lights97.599.397.9--98.992.699.799.5100.0-98.9100.0100.094.0--95.399.5100.0100.0--99.698.7Buses1000-10000-00000-00000-01% Buses2.50.00.0--0.30.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Trucks0110-24110-60050-51000-114% Trucks0.00.42.1--0.57.40.30.50.0-1.10.00.06.0--4.70.50.00.0--0.41.1Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.0--0.30.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----2--% Bicycles onCrosswalk----------0.0-----------50.0--Pedestrians----0-----2-----0-----2--% Pedestrians----------100.0-----------50.0--110 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal243237480101112000000245238483447186000000000100000000000444718704RTLUP557 0 1 7 0 549 Out 549 0 0 6 0 543 In 1106 0 1 13 0 1092 Total W 78th St [WB] R 196 0 0 1 0 195 T 296 0 0 1 0 295 L 54 0 0 4 0 50 U 3 0 0 0 0 3 P 2 2 0 0 0 0 1031012040005510000000108106214OutInTotalKerber Blvd [NB]ULTRP0149780000000005000000000000149830W 78th St [EB]Total7201310725In3671210371Out3530100354000000U39100040L2820110284T46010047R000000PTurning Movement Peak Hour Data Plot (11:00 AM)111 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StW 78th StKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM117910001001494761118561260033621700703884:00 PM10103901122131206521200422400306081300814334:15 PM710450111613103811019863170126574901704104:30 PM81118001277101651117432160121510130264386Total363973202465474182875375719883021102301342032851617Approach %7.785.46.90.0--6.255.237.90.7--17.37.375.50.0--80.74.614.70.0---Total %2.224.62.00.0-28.82.925.917.70.3-46.81.20.55.10.0-6.814.20.82.60.0-17.6-PHF0.8180.8940.8000.000-0.9150.8390.8710.8860.625-0.9460.7920.6670.7980.000-0.8330.9270.4060.8080.000-0.8800.934Lights34391320-457434162865-750197800-10622713420-2821595% Lights94.498.5100.0--98.391.599.599.7100.0-99.1100.087.596.4--96.498.7100.0100.0--98.998.6Buses1100-20010-10000-01000-14% Buses2.80.30.0--0.40.00.00.30.0-0.10.00.00.0--0.00.40.00.0--0.40.2Trucks1400-53200-50130-41000-115% Trucks2.81.00.0--1.16.40.50.00.0-0.70.012.53.6--3.60.40.00.0--0.40.9Bicycles on Road0100-11000-10000-01000-13% Bicycles onRoad0.00.30.0--0.22.10.00.00.0-0.10.00.00.0--0.00.40.00.0--0.40.2Bicycles onCrosswalk----2-----2-----1-----0--% Bicycles onCrosswalk----100.0-----66.7-----50.0-----0.0--Pedestrians----0-----1-----1-----3--% Pedestrians----0.0-----33.3-----50.0-----100.0--112 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal32728260921321301100033128561642132270000100001000010000003421323003RTLUP715 0 2 8 2 703 Out 757 0 1 5 1 750 In 1472 0 3 13 3 1453 Total W 78th St [WB] R 287 0 0 0 1 286 T 418 0 0 2 0 416 L 47 0 1 3 0 43 U 5 0 0 0 0 5 P 3 3 0 0 0 0 8810619400034710100092110202OutInTotalKerber Blvd [NB]ULTRP0197800000000013000000000020198832W 78th St [EB]Total9342710944In4572510465Out4770200479000000U34110036L3911410397T32000032R000022PTurning Movement Peak Hour Data Plot (3:45 PM)113 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM4300070000000000001020031012:15 AM020002040004000000100001712:30 AM120003110002000000000000512:45 AM2200040100010000002000027Hourly Total7900016160007000000402006291:00 AM00000000000000000000000001:15 AM10000102000200000000000031:30 AM00000001000100000000100121:45 AM0010010000000000100000001Hourly Total10100203000300001000100162:00 AM00000000000000000000000002:15 AM11000200100100000000000032:30 AM01000100000000000000000012:45 AM0100010000000000000000001Hourly Total13000400100100000000000053:00 AM01000102000200000000000033:15 AM00000000100100000000100123:30 AM01000100000000000000101123:45 AM1200030100010000000000004Hourly Total140005031004000000002012114:00 AM00000000000000000000000004:15 AM01000100000000000000000014:30 AM02001205001500001000000074:45 AM0410050100011000011010029Hourly Total071018060016100011101002175:00 AM04000403000300000000200295:15 AM341008021003000000502007185:30 AM041005031004000000202014135:45 AM280001005000510000100402420Hourly Total520200270132001510000170100317606:00 AM090029050005100011403017226:15 AM7900016051006100001402006296:30 AM5210002609200111010024060110496:45 AM4270003101830021202004307011066Hourly Total16660028203760043503018150180333166114 7:00 AM173200049021800295000057090116997:15 AM35420007713411004621100440600101377:30 AM54551001101352001564100152305201752467:45 AM35610160147700558020010121250138163Hourly Total109185201296313746011861923012446192031396458:00 AM1264100771278003650000580903171358:15 AM97100080153400581030141613803551978:30 AM96420075143910543100041914301631968:45 AM147150190056110067100021110140225183Hourly Total442708013223179321021510130314542104091607119:00 AM123730152145500513110251111701291379:15 AM14599008204970056412037601902251709:30 AM154760068149600568130012601700231599:45 AM1258701770467005330100470180325159Hourly Total5320125022792189250021618370528301710610262510:00 AM1958510830479005660000615011012617110:15 AM1550601710497005642003612220003416710:30 AM19586008306110017161000715114023019110:45 AM20652008716870076700007201210142212Hourly Total7323119113241225330125923300326624660413274111:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Hourly Total7028332003852267590032822250029542870314388512:00 PM2069800972821600100931001313027054025012:15 PM297214111161711200841121001415031034626012:30 PM1389300105170110082821011111229014224012:45 PM20889101182771300928220012221260149271Hourly Total823183421436630052003583695015061311301017710211:00 PM1971800980831300966100171002500352361:15 PM1875420991689007890200111502000352231:30 PM2069700961669007682002101521703342161:45 PM33727001120581600748110110143241142238Hourly Total902872620405227547003243143043854586141469132:00 PM41636101111712000924210071143900542642:15 PM2087400111071130084155200222326202873042:30 PM168111001080757008282001101523200492492:45 PM2287800117370130086305008251390065276Hourly Total99318291044742875300344309801477491720225510933:00 PM16961000122179120092116000172515001763073:15 PM28785011111911400106511007924103522763:30 PM276613031062881300103131000141814102602833:45 PM20821010113110722001309210012142220138293Hourly Total913223814452536561004313810200506661540722611594:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Hourly Total1003785712536837880104674581003636261370220512715:00 PM2387110012121021400118142000161213301463015:15 PM2184110011621042200128702019194270050303115 5:30 PM369590014001051700122122202161713701553335:45 PM34664001042991700118701038211330355285Hourly Total114332350048164107000486404506496971300520612226:00 PM2383100011617280081160100172011600372516:15 PM18807001052751200895220091311600302336:30 PM1574610963738148590202111311700312236:45 PM206360189056400609130113170180235197Hourly Total763002911406627632143153938035063367021339047:00 PM146081083160401655210181102706381947:15 PM167052093267320747110091921800392157:30 PM13655008304741452503048801404221657:45 PM13479006914670054720019100120022154Hourly Total5624227303284220183524524550634482710101217288:00 PM15343025224270051611008601304191308:15 PM1032410474361014131002470702141068:30 PM13381005203110032301004301305161048:45 PM832100410212002310002110700873Hourly Total46136912192613011011471322041717040011574139:00 PM7291003702252029100001114016739:15 PM9233003512811031000000108009759:30 PM5211002721420018000010305038539:45 PM32700030083001110100210400548Hourly Total241005001293721130892010136121042824910:00 PM160007010400141000011020032510:15 PM47100121620092010031020032710:30 PM2400061410060000001000011310:45 PM1800090190001910000100000029Hourly Total82510034239700484010053040079411:00 PM0310040700070000000010011211:15 PM130004031004000000100001911:30 PM0510060610070000000000001311:45 PM1100021200030010011010028Hourly Total212200161182002100100120200442Grand Total116840493821318561265383564991345584016572044538798521451189230213010Approach %20.872.16.80.2--1.484.114.20.2--74.512.113.40.0--34.72.363.00.0---Total %9.031.12.90.1-43.10.529.55.00.1-35.03.10.50.60.0-4.16.10.411.20.0-17.7-Lights1124396237613-54756337446429-445839865720-5357815114041-223712705% Lights96.297.998.4100.0-97.696.997.698.9100.0-97.899.3100.0100.0--99.497.998.196.8100.0-97.297.7Buses271920-4812010-222000-280320-40112% Buses2.30.50.50.0-0.91.50.50.20.0-0.50.50.00.0--0.41.00.02.20.0-1.70.9Trucks165630-7515960-661000-191150-25167% Trucks1.41.40.80.0-1.31.51.50.90.0-1.40.20.00.0--0.21.11.91.00.0-1.11.3Bicycles on Road11210-1401200-120000-00000-026% Bicycles onRoad0.10.30.30.0-0.20.00.30.00.0-0.30.00.00.0--0.00.00.00.00.0-0.00.2Bicycles onCrosswalk----1-----4-----5-----18--% Bicycles onCrosswalk----5.6-----30.8-----11.4-----20.2--Pedestrians----17-----9-----39-----71--% Pedestrians----94.4-----69.2-----88.6-----79.8--116 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1832223740692840682225471010001883230241851404517811032080015190000000000089145152798189RTLUP4928 0 12 65 27 4824 Out 4558 0 12 66 22 4458 In 9486 0 24 131 49 9282 Total W 78th St [WB] R 649 0 0 6 1 642 T 3835 0 12 59 20 3744 L 65 0 0 1 1 63 U 9 0 0 0 0 9 P 13 13 0 0 0 0 49053510253255161010004995381037OutInTotalPrivate Driveway [NB]ULTRP0398657200200001000000000000440401657244W 78th St [EB]Total1103410215026011312In547548751405612Out55595475120570013000013U11242716101168L396219561204049T3762310382R00001818PTurning Movement Data Plot117 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Total70283320038522675900328222500295428703143885Approach %18.273.58.30.0--0.681.418.00.0--75.96.917.20.0--37.81.460.80.0---Total %7.932.03.60.0-43.50.230.26.70.0-37.12.50.20.60.0-3.36.10.29.80.0-16.2-PHF0.8330.7000.7270.000-0.8090.5000.8780.8190.000-0.8630.5500.5000.4170.000-0.5180.9000.2500.9060.000-0.9660.835Lights69278310-3782264560-32221250-28512860-139867% Lights98.698.296.9--98.2100.098.994.9--98.295.5100.0100.0--96.694.4100.098.9--97.298.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks1510-70330-61000-13010-418% Trucks1.41.83.1--1.80.01.15.1--1.84.50.00.0--3.45.60.01.1--2.82.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------------0.0--Pedestrians----0-----0-----0-----3--% Pedestrians----------------------100.0--118 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1271392660004480000001311432748625100000001030000000000038725403RTLUP342 0 0 8 0 334 Out 328 0 0 6 0 322 In 670 0 0 14 0 656 Total W 78th St [WB] R 59 0 0 3 0 56 T 267 0 0 3 0 264 L 2 0 0 0 0 2 U 0 0 0 0 0 0 P 0 0 0 0 0 0 352863000112000000362965OutInTotalPrivate Driveway [NB]ULTRP02125000000010000000000000022250W 78th St [EB]Total74901200761In3780700385Out3710500376000000U69010070L2780500283T31010032R000000PTurning Movement Peak Hour Data Plot (11:00 AM)119 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (4:00 PM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Total100378571253683788010467458100363626137022051271Approach %18.770.510.60.2--1.780.917.10.2--71.412.715.90.0--30.22.966.80.0---Total %7.929.74.50.1-42.20.629.76.30.1-36.73.50.60.80.0-5.04.90.510.80.0-16.1-PHF0.8060.8440.6790.250-0.8270.6670.9450.8000.250-0.9270.6250.6670.4170.000-0.7500.8610.7500.9510.000-0.9670.900Lights99371571-5288373801-462458100-636161350-2021255% Lights99.098.1100.0100.0-98.5100.098.7100.0100.0-98.9100.0100.0100.0--100.098.4100.098.5--98.598.7Buses0100-10200-20000-01010-25% Buses0.00.30.00.0-0.20.00.50.00.0-0.40.00.00.0--0.01.60.00.7--1.00.4Trucks1500-60200-20000-00010-19% Trucks1.01.30.00.0-1.10.00.50.00.0-0.40.00.00.0--0.00.00.00.7--0.50.7Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.20.00.30.00.0-0.20.00.00.0--0.00.00.00.0--0.00.2Bicycles onCrosswalk----1-----0-----0-----1--% Bicycles onCrosswalk----50.0-----------0.0-----50.0--Pedestrians----1-----0-----3-----1--% Pedestrians----50.0-----------100.0-----50.0--120 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 4:00 PMEnding At05/24/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal187202389022112000000188205393135661001010010000000000000213766202RTLUP451 0 1 5 2 443 Out 467 0 1 2 2 462 In 918 0 2 7 4 905 Total W 78th St [WB] R 80 0 0 0 0 80 T 378 0 1 2 2 373 L 8 0 0 0 0 8 U 1 0 0 0 0 1 P 0 0 0 0 0 0 71631340000000000007163134OutInTotalPrivate Driveway [NB]ULTRP0458100000000000000000000030458103W 78th St [EB]Total108249201097In5281610536Out5543310561100001U990100100L3711510378T57000057R000022PTurning Movement Peak Hour Data Plot (4:00 PM)121 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0510061100022020040000001212:15 AM0120030400042010030000001012:30 AM021003010001001001000000512:45 AM1200030100010020020000006Hourly Total110400151700084060010000000331:00 AM00000000000010000100000011:15 AM01000111000230000300000061:30 AM00020202000211000200000061:45 AM0100010000000000000000001Hourly Total020204130004510006000000142:00 AM00000000000010100200000022:15 AM00000000000010100200000022:30 AM01000100000010000100000022:45 AM0110020000001000010000003Hourly Total02100300000040200600000093:00 AM00000002000231100500000073:15 AM00200210000100000000000033:30 AM01200301000120000202001283:45 AM0210030100014010050000009Hourly Total0350081400059120012020012274:00 AM00300300000000000000000034:15 AM11100300000000000000000034:30 AM01100241000510000110000194:45 AM05300821000310000100001012Hourly Total1780016620008200002100011275:00 AM1450010320005300003000000185:15 AM0550010220004212005200002215:30 AM1540010320005200012040024215:45 AM08100018560001162100900004038Hourly Total22224004813120002513330119240066986:00 AM08130021260008421007032025416:15 AM1121201253500086150012030003486:30 AM0192401436100001610050115121014786:45 AM0272200496220002820390032011012111Hourly Total16671021381743000604062001661940414278122 7:00 AM130410172826000342031700400010011477:15 AM352350090933000421332701430430071827:30 AM56648001193458200942243700632320072837:45 AM34559001072554000793411200065223027258Hourly Total12193183013887617120024989211010121149902228708:00 AM3513400881131100433221800520030331868:15 AM463372010631580008927727006114505102668:30 AM24746009517661008440131300663150792548:45 AM8675410130184730068407240071123016275Hourly Total1722817130419772025002841392982002505716016289819:00 AM63648019013475006547714006834603132369:15 AM65552201152150100723952202663410182619:30 AM6423440862344300703982701740620282389:45 AM106250101231552102684771703713610010272Hourly Total2819518471414721931002275172278006279920100639100710:00 AM55839101031945101654511250081262011025910:15 AM8593240103205320075439140166258001525910:30 AM4483830932158100804811210180179021727010:45 AM1161373011231643009845928008201350218310Hourly Total2822614611041191220701318181408802309531240560109811:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Hourly Total44269230132556121243110037526635101014021428440686141912:00 PM13866130163397250211677121800107357021540112:15 PM98068511623382100116739300011211213042641612:30 PM1377686016427752001045662400863125002037412:45 PM1290604016642605011077816270112126130121415Hourly Total47333257181655141289130344328443990142693538078216061:00 PM666555013235766021177773504119171300213891:15 PM665655014125714001007582701110271500243751:30 PM12726830155187040092531118028248503173461:45 PM12784460140237100094621534001111630010355Hourly Total362812321905681012881402403267411140742282836037214652:00 PM966478013030794011137464500125461101213892:15 PM572633014349982011496710340011158303164192:30 PM670556013736791001166111370110934900163782:45 PM6773640123407630011977434021156990024381Hourly Total2628520121053315533210024972793115003460182732047715673:00 PM879562114541903001346793200108671000234103:15 PM469658114638101200141711136001186191401394443:30 PM871648015144931001387813340012517402124263:45 PM6777083161431042001498983400131032025446Hourly Total262962552656031663888005623054113600482133630057917264:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM489773317340892001317874300128210802204524:45 PM882656016145993001476542700961660013417Hourly Total283832671846961663811303560308321500149083333057418205:00 PM77346110137449920014582113700130371002204325:15 PM8776090154311043001388816400014447100221457123 5:30 PM12105672518633115401152827300411934803154725:45 PM38170421583991602136741229001151690316425Hourly Total30336243267635147409150357132646136045081124370107217866:00 PM5647561150267700010364742001132330083746:15 PM5805410014927671019579423001061030043546:30 PM472686015019781009872727031061030043586:45 PM26065101282161100836032700902350010311Hourly Total162762622315779328330137927521119034156614002613977:00 PM256523111328660009454424008219406143037:15 PM17446411252071200935221802721530392997:30 PM45345101031944300664002201622020042357:45 PM258492011119490026841312005611010012247Hourly Total9241192102452862305023211879760327252410093910848:00 PM142410084124510058442100056011102122108:15 PM2303120651532000474121402570160071768:30 PM243242071113410046233901350030031558:45 PM02416004082100029302190151030003123Hourly Total5139112402604613220018013895204199052002256649:00 PM02727005491800027282802381110031229:15 PM02513013863100137201800290100311059:30 PM0191430366120001815190025002022819:45 PM025902344900013903001201001160Hourly Total0966333162257000195724280210413306736810:00 PM0670213580001355000100310044010:15 PM0840012280001080400120100013510:30 PM15500111220054110060010012310:45 PM07300104160002030200500000035Hourly Total1261902461234200482067003304200613311:00 PM0270094500095020070100012611:15 PM02400600000080200100010011711:30 PM0330062400062030050000001711:45 PM01200303000350100602300517Hourly Total08160024612000182008002803400777Grand Total3583923314620431763116203948120020568834054461560040541112033836609882419554Approach %4.751.441.22.7--28.569.42.10.0--62.98.228.80.0--14.641.044.40.0---Total %1.820.116.11.0-39.08.320.20.60.0-29.117.42.38.00.0-27.70.61.71.90.0-4.2-Lights35638273091204-7478158738541180-5559335543915250-53191203343560-81019166% Lights99.497.698.3100.0-98.098.097.698.3--97.798.598.497.8--98.3100.098.897.3--98.398.0Buses02750-32262500-5131150-190000-0102% Buses0.00.70.20.0-0.41.60.60.0--0.90.10.21.0--0.40.00.00.0--0.00.5Trucks254490-10576010-68475200-720450-9254% Trucks0.61.41.60.0-1.40.41.50.8--1.21.41.11.3--1.30.01.21.4--1.11.3Bicycles on Road01510-160910-100100-10050-532% Bicycles onRoad0.00.40.00.0-0.20.00.20.8--0.20.00.20.0--0.00.00.01.4--0.60.2Bicycles onCrosswalk----12-----7-----9-----18--% Bicycles onCrosswalk----38.7-----35.0-----22.5-----18.4--Pedestrians----19-----13-----31-----80--% Pedestrians----61.3-----65.0-----77.5-----81.6--124 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal91381017231018917257000924824174835633412000000005400050000000098366338120098RTLUP5603 0 15 74 42 5472 Out 5688 0 10 68 51 5559 In 11291 0 25 142 93 11031 Total W 78th St [WB] R 120 0 1 1 0 118 T 3948 0 9 60 25 3854 L 1620 0 0 7 26 1587 U 0 0 0 0 0 0 P 20 20 0 0 0 0 501253191033131195060721321120005104541110515OutInTotalMarket Blvd [NB]ULTRP033554391525003115004752000010000004003405446156040W 78th St [EB]Total152476021730015554In7478321051607631Out77692811214079232040000204U3560200358L382727541503923T3091549103146R00003131PTurning Movement Data Plot125 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Total442692301325561212431100375266351010140214284406861419Approach %7.948.441.42.3--32.364.82.90.0--66.28.725.10.0--16.332.651.20.0---Total %3.119.016.20.9-39.28.517.10.80.0-26.418.72.57.10.0-28.31.02.03.10.0-6.1-PHF0.6470.7640.8210.813-0.8220.8640.7890.4580.000-0.8450.9240.7950.9020.000-0.9310.5830.6360.7330.000-0.7680.898Lights4426322713-547121238110-37026335980-3961428440-861399% Lights100.097.898.7100.0-98.4100.097.9100.0--98.798.9100.097.0--98.5100.0100.0100.0--100.098.6Buses0000-00000-00000-00000-00% Buses0.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0530-80500-53030-60000-019% Trucks0.01.91.30.0-1.40.02.10.0--1.31.10.03.0--1.50.00.00.0--0.01.3Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----1-----0-----0-----2--% Bicycles onCrosswalk----50.0-----------0.0-----33.3--Pedestrians----1-----0-----1-----4--% Pedestrians----50.0-----------100.0-----66.7--126 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal90861760000000000009086176442814000000000000000000000644281406RTLUP384 0 1 8 0 375 Out 375 0 0 5 0 370 In 759 0 1 13 0 745 Total W 78th St [WB] R 11 0 0 0 0 11 T 243 0 0 5 0 238 L 121 0 0 0 0 121 U 0 0 0 0 0 0 P 0 0 0 0 0 0 376396772000369000000379402781OutInTotalMarket Blvd [NB]ULTRP026335980000000303000000000010266351011W 78th St [EB]Total1105016101122In5470810556Out558080056613000013U44000044L2630510269T2270300230R000022PTurning Movement Peak Hour Data Plot (11:00 AM)127 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM67770831614310420014989834001310320254464:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM48977331734089200131787430012821080220452Total26378272207696164386120356233236157015257302907661849Approach %3.754.339.12.9--29.268.72.10.0--63.26.929.90.0--10.645.543.90.0---Total %1.420.414.71.1-37.68.920.90.60.0-30.418.01.98.50.0-28.40.41.61.60.0-3.6-PHF0.7220.8920.8830.625-0.9410.9110.9280.5000.000-0.9430.9330.7500.8720.000-0.9510.4380.6820.7250.000-0.6600.953Lights2636927020-685161382110-554330361550-521730290-661826% Lights100.097.699.3100.0-98.498.299.091.7--98.699.4100.098.7--99.2100.0100.0100.0--100.098.8Buses0200-22000-20000-00000-04% Buses0.00.50.00.0-0.31.20.00.0--0.40.00.00.0--0.00.00.00.0--0.00.2Trucks0620-81310-52020-40000-017% Trucks0.01.60.70.0-1.10.60.88.3--0.90.60.01.3--0.80.00.00.0--0.00.9Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.10.00.30.0--0.20.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----2-----1-----0-----2--% Bicycles onCrosswalk----28.6-----33.3-----0.0-----28.6--Pedestrians----5-----2-----1-----5--% Pedestrians----71.4-----66.7-----100.0-----71.4--128 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal736613900010100000074661402930700000000000000000000072930707RTLUP542 0 1 8 2 531 Out 562 0 1 5 2 554 In 1104 0 2 13 4 1085 Total W 78th St [WB] R 12 0 0 1 0 11 T 386 0 1 3 0 382 L 164 0 0 1 2 161 U 0 0 0 0 0 0 P 3 3 0 0 0 0 461521982202347000000466525991OutInTotalMarket Blvd [NB]ULTRP0330361550000000202000000000010332361571W 78th St [EB]Total1446213201463In6852810696Out761051076720000020U26000026L3692610378T2700200272R000077PTurning Movement Peak Hour Data Plot (3:45 PM)129 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPowers BlvdPowers BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM000000200002051006100001912:15 AM0011023110050340071110031712:30 AM0100012100030240060200021212:45 AM0000001000010300030000004Hourly Total011103821001101390022231006421:00 AM00000010000102000200000031:15 AM00000000000001000100000011:30 AM00000020000203000300000051:45 AM0000000000000120030000003Hourly Total000000300003072009000000122:00 AM010001200002041005020002102:15 AM00000000100112000303000372:30 AM01000100000002100310000152:45 AM0000001100020100010100014Hourly Total0200023110051920012160007263:00 AM00000011000201000100000033:15 AM00000001000101000102000243:30 AM00000000000000000002000223:45 AM0000000010010010010400046Hourly Total000000121004021003080008154:00 AM00000020000202000202000264:15 AM00000000000002000202000244:30 AM0000002000020300031900010154:45 AM10000100100111400609000917Hourly Total100001401005184001312200023425:00 AM0000002000020310044900113195:15 AM01000101000102000202000020245:30 AM031004410005086001413230036595:45 AM922001310300416900161293003366Hourly Total963001872300121191600366906011021686:00 AM1330074110062810002022120425586:15 AM1220053300060175002213910041746:30 AM03010470000702813004143930246986:45 AM0520071262002004218006066850079166Hourly Total213710232610300392954600143131671106191396130 7:00 AM3124001914350022131320064155403601657:15 AM48100131641200322583800981573400922357:30 AM321200263113120156177350011371055001173127:45 AM6153002431145005038043001261383900105305Hourly Total16561000829234340116072461480040136316220337410178:00 AM6153002421710103946236001021871801972628:15 AM21120015389100057058420010016813031002728:30 AM71310021531715018547454001321574801973358:45 AM8940021321316006125852001122673610106300Hourly Total2348100081144465111242102521840044675299251540011699:00 AM7107002432149025525448001041069702862699:15 AM51430022351620007135161001151772301923009:30 AM6151002237148005935860001211948201692719:45 AM29200134781400692717400147195370179308Hourly Total20481300811515251022541023424300487652421905326114810:00 AM31220017581781084343640011017491036727810:15 AM42210027479140070147790012716564077630010:30 AM321300275914260099360720013512504016632710:45 AM4147002547181900844607300137245150180326Hourly Total146913009621158671033711210288005096920614012289123111:00 AM4160002068211930111453850014216397016233511:15 AM4305003962232710113470690014324553018237711:30 AM51640025892736211544531200017728495018243811:45 AM726500389932200115146211000176265460386451Hourly Total20881400122318103102625291623838400638941972106312160112:00 PM42870039972416001373731120018828574018945312:15 PM32520030902326011394621160018229547009044112:30 PM229300341042145001704861010019125426007346812:45 PM92570041972936001629799200180373420073456Hourly Total18107190014438897123016082030042100741119187190132518181:00 PM521500319331322015837972001542446200724151:15 PM618600307626370113946487001552744601774011:30 PM419900328027180012525279001332153302773671:45 PM12230026751824001175538610145243810063351Hourly Total1680230011932410211121539142483241058796181120328915342:00 PM215200196533241212306578001433047802853702:15 PM114200178325400014807375001482460101853982:30 PM619510317924320013549478001761344500624042:45 PM32650034981931001483829200177265270085444Hourly Total127414101013251011271255473143230064493203210331716163:00 PM91840031110333110175265671013525806001114523:15 PM9224003589312800148383760016219765001004453:30 PM722100308135440116029383001782159401844523:45 PM819300308733360215639468001652979402112463Hourly Total3381120012636713213913639103352941064094294190340718124:00 PM9205003499393900177310989002011674401945064:15 PM429601397732300013931301010023417849001105224:30 PM8211003010430430017710125920022729766021115454:45 PM7343004480164710144797970020125891001124513Hourly Total28104150114736011715910637234613790086387323290443920865:00 PM92230134914243001767124800121127708001055265:15 PM15319015592303400156251501000027521771404112598131 5:30 PM11268004510035430017814128850022725765011065565:45 PM72020029862929001441510073001882570901104465Hourly Total4299220216336913614900654615023380190198293360642721456:00 PM42550034603037031271211583002102053502784496:15 PM102340137852432011411211597002243063301964986:30 PM4195002863212900113511168001842255700844096:45 PM10192003163221900104161028500203196330185423Hourly Total288616011302719711704485454433330082191234180434317797:00 PM2135012010928190015696360001321846901733817:15 PM1156002271252900125116248001212355501833517:30 PM321240048719240010455658001191735003523237:45 PM1126011946182301874614900114143340051271Hourly Total7614102109297809501472292422150048672169180525913268:00 PM667001946261700895523700941057101682708:15 PM4360013421110016317133001051846300672488:30 PM661011344141201702563600941150401652428:45 PM820250053341410005804736008393510145239Hourly Total2435390198166654902280822614200376481889032459999:00 PM510210036298130050247290078849300602249:15 PM29600173812110061132250058960100702069:30 PM3512002019580032028160044548200551519:45 PM3400071786003122710003952710033110Hourly Total1328390080103333800174513480002192718470021869110:00 PM2200041135001902760033217100207610:15 PM0110024290015025130038215000177210:30 PM3000031323001801260018310100145310:45 PM1100028310012010300132110001340Hourly Total6410011361018006407428001029532006424111:00 PM130004413008011200132600083311:15 PM0010015320010010400141410063111:30 PM00000020100305500101500061911:45 PM000000101002083001115000619Hourly Total1310051247002303414004852010026102Grand Total3331093313371742398612841447132067302814646421821914712013885310170539723016Approach %19.162.718.00.2--59.219.121.50.2--3.150.846.10.0--22.372.05.70.0---Total %1.44.71.40.0-7.617.35.66.30.1-29.21.220.218.30.0-39.75.216.91.30.0-23.4-Lights31410813112-170839261265143413-6638279448041522-8913119837542961-524922508% Lights94.398.999.466.7-98.098.598.599.1100.0-98.699.396.498.4100.0-97.499.896.695.5100.0-97.397.8Buses4411-1024520-31029330-6211330-17120% Buses1.20.40.333.3-0.60.60.40.10.0-0.50.00.60.80.0-0.70.10.31.00.0-0.30.5Trucks2310-6354110-502135300-167211320-117340% Trucks0.60.30.30.0-0.30.90.30.80.0-0.70.72.90.70.0-1.80.22.90.60.0-2.21.5Bicycles on Road13500-1811000-110230-50590-1448% Bicycles onRoad3.90.50.00.0-1.00.00.80.00.0-0.20.00.00.10.0-0.10.00.12.90.0-0.30.2Bicycles onCrosswalk----4-----14-----0-----41--% Bicycles onCrosswalk----57.1-----70.0-----0.0-----58.6--Pedestrians----3-----6-----1-----29--% Pedestrians----42.9-----30.0-----100.0-----41.4--132 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 405/31/2023 12:00 AMEnding At06/01/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherPowers Blvd [SB]OutInTotal62295249114783517521481172651514290006427539711824296375411981031310021132009500000007031038851201170RTLUP6525 0 8 35 38 6444 Out 6730 0 11 50 31 6638 In 13255 0 19 85 69 13082 Total W 78th St [WB] R 1447 0 0 11 2 1434 T 1284 0 10 4 5 1265 L 3986 0 1 35 24 3926 U 13 0 0 0 0 13 P 20 20 0 0 0 0 7993891316906386210014916731665110008186914717333OutInTotalPowers Blvd [NB]ULTRP227944804152000293300213530000230000012281464642181W 78th St [EB]Total355019143703620In17081061801742Out1842981901878210003U31442130333L108143501093T3111100313R000077PTurning Movement Data Plot133 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StPowers BlvdPowers BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM4160002068211930111453850014216397016233511:15 AM4305003962232710113470690014324553018237711:30 AM51640025892736211544531200017728495018243811:45 AM726500389932200115146211000176265460386451Total208814001223181031026252916238384006389419721063121601Approach %16.472.111.50.0--60.119.519.31.1--2.537.360.20.0--30.163.16.70.0---Total %1.25.50.90.0-7.619.96.46.40.4-33.01.014.924.00.0-39.95.912.31.30.0-19.5-PHF0.7140.7330.7000.000-0.7820.8030.8050.7080.500-0.8591.0000.8500.8000.000-0.9010.8390.8950.7500.000-0.9070.887Lights1888140-1203161021026-526162243800-62094178210-2931559% Lights90.0100.0100.0--98.499.499.0100.0100.0-99.4100.094.199.0--97.2100.090.4100.0--93.997.4Buses0000-01000-10020-20000-03% Buses0.00.00.0--0.00.30.00.00.0-0.20.00.00.5--0.30.00.00.0--0.00.2Trucks1000-11100-201420-1601600-1635% Trucks5.00.00.0--0.80.31.00.00.0-0.40.05.90.5--2.50.08.10.0--5.12.2Bicycles on Road1000-10000-00000-00300-34% Bicycles onRoad5.00.00.0--0.80.00.00.00.0-0.00.00.00.0--0.00.01.50.0--1.00.2Bicycles onCrosswalk----0-----2-----0-----3--% Bicycles onCrosswalk----------100.0-----------50.0--Pedestrians----0-----0-----0-----3--% Pedestrians----------0.0-----------50.0--134 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 6Peak Hour Data05/31/2023 11:00 AMEnding At05/31/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherPowers Blvd [SB]OutInTotal344293637000151631134000360312672211789400000000160000300000006211979406RTLUP572 0 0 2 2 568 Out 529 0 0 2 1 526 In 1101 0 0 4 3 1094 Total W 78th St [WB] R 102 0 0 0 0 102 T 103 0 0 1 0 102 L 318 0 0 1 1 316 U 6 0 0 0 0 6 P 2 2 0 0 0 0 50862011281231716333030005296381167OutInTotalPowers Blvd [NB]ULTRP01622438000002000142000000000000162383840W 78th St [EB]Total2590210262In1200110122Out1390100140000000U18011020L88000088T14000014R000000PTurning Movement Peak Hour Data Plot (11:00 AM)135 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 7Turning Movement Peak Hour Data (4:45 PM)Start TimeW 78th StW 78th StPowers BlvdPowers BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM73430044801647101447979700201258910011245135:00 PM92230134914243001767124800121127708001055265:15 PM153190155923034001562515010000275217714041125985:30 PM1126800451003543001781412885002272576501106556Total4211323021783631231671065453499362019149831237064472193Approach %23.663.512.90.0--55.518.825.50.2--5.854.639.60.0--21.969.88.30.0---Total %1.95.21.00.0-8.116.65.67.60.0-29.82.422.816.50.0-41.74.514.21.70.0-20.4-PHF0.7000.8310.6390.000-0.8090.9080.7320.8880.250-0.9190.5300.8320.9050.000-0.8310.9070.8760.6610.000-0.9010.917Lights42113220-1773611231671-652534963610-91098309360-4432182% Lights100.0100.095.7--99.499.4100.0100.0100.0-99.7100.099.499.7--99.6100.099.097.3--99.199.5Buses0010-11000-10000-00000-02% Buses0.00.04.3--0.60.30.00.00.0-0.20.00.00.0--0.00.00.00.0--0.00.1Trucks0000-01000-10310-40310-49% Trucks0.00.00.0--0.00.30.00.00.0-0.20.00.60.3--0.40.01.02.7--0.90.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----2-----0-----0-----5--% Bicycles onCrosswalk----100.0-----------0.0-----83.3--Pedestrians----0-----0-----1-----1--% Pedestrians----0.0-----------100.0-----16.7--136 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 8Peak Hour Data05/31/2023 4:45 PMEnding At05/31/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherPowers Blvd [SB]OutInTotal7054431148000347000000708447115536309980000000130000000000006373129806RTLUP574 0 0 1 0 573 Out 654 0 0 1 1 652 In 1228 0 0 2 1 1225 Total W 78th St [WB] R 167 0 0 0 0 167 T 123 0 0 0 0 123 L 363 0 0 1 1 361 U 1 0 0 0 0 1 P 0 0 0 0 0 0 69291016022024480000006989141612OutInTotalPowers Blvd [NB]ULTRP0534963610000000031000000000010534993621W 78th St [EB]Total3891100391In1771000178Out2120100213000000U42000042L1130000113T22100023R000022PTurning Movement Peak Hour Data Plot (4:45 PM)137 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPrivate DrivewayPrivate DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM58960510012106100119801600240000102433:45 PM117650292171231101425090014212005253Hourly Total161651107192292292102611302500382120154964:00 PM59070010219112000131811300220020122574:15 PM5103100311816118010135601600221010222774:30 PM891801107201301201531001200220030132854:45 PM410440211216135010152100180028103034296Hourly Total22388290643971495140571341590094209071111155:00 PM311250312022113100136701600230020422815:15 PM6105722120171291001471001300232050172975:30 PM4878039991131001231001600262010732515:45 PM6915010102149100010560150021202004232Hourly Total19395252184416244630051133060009360100121610616:00 PM28411019714103000117601100171020132346:15 PM58817001107840109260120018104005225*** BREAK ***-------------------------Hourly Total71722801207211870102091202300352060184596:30 AM02110022071008001001000000316:45 AM229001310190001900100100100152Hourly Total2501015302610027002002001001837:00 AM1412004412900030002002000000767:15 AM1321013423900041100001000000767:30 AM88601195048000480010010010111457:45 AM6821008924011044003003001011137Hourly Total1624141226251561101631060070020224348:00 AM36300266044100451000011010221148:15 AM15110153156110590010010000601138:30 AM24531051145100471000010010111008:45 AM6460015265421063102013001011119Hourly Total12205414222819952021430301610301044469:00 AM253500601137000483040070000201159:15 AM4513005874001048018009100011116Grand Total1001720110439193421418151310020529921900129114133036484325Approach %5.288.95.70.2--10.488.50.60.5--34.00.765.30.0--29.22.168.80.0---Total %2.339.82.50.1-44.74.942.00.30.2-47.42.30.04.40.0-6.70.30.00.80.0-1.1-138 Lights9916851084-189621417801310-20179921900-291141330-484252% Lights99.098.098.2100.0-98.0100.098.1100.0100.0-98.3100.0100.0100.0--100.0100.0100.0100.0--100.098.3Buses01510-1601000-100000-00000-026% Buses0.00.90.90.0-0.80.00.60.00.0-0.50.00.00.0--0.00.00.00.0--0.00.6Trucks12010-2201400-140000-00000-036% Trucks1.01.20.90.0-1.10.00.80.00.0-0.70.00.00.0--0.00.00.00.0--0.00.8Bicycles on Road0000-001100-110000-00000-011% Bicycles onRoad0.00.00.00.0-0.00.00.60.00.0-0.50.00.00.0--0.00.00.00.0--0.00.3Bicycles onCrosswalk----0-----0-----0-----3--% Bicycles onCrosswalk----0.0-----------0.0-----8.3--Pedestrians----39-----0-----1-----33--% Pedestrians----100.0-----------100.0-----91.7--139 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherPrivate Driveway [SB]OutInTotal1144816200010100000011548163331140000000000000000000003633114036RTLUP1934 0 0 20 15 1899 Out 2052 0 11 14 10 2017 In 3986 0 11 34 25 3916 Total W 78th St [WB] R 13 0 0 0 0 13 T 1815 0 11 14 10 1780 L 214 0 0 0 0 214 U 10 0 0 0 0 10 P 0 0 0 0 0 0 323291614101101000000325291616OutInTotalPrivate Driveway [NB]ULTRP099219000000000000000000000109921901W 78th St [EB]Total381226361103885In18961622001934Out191610141101951400004U990100100L16851520001720T1081100110R00003939PTurning Movement Data Plot140 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:30 PM)Start TimeW 78th StW 78th StPrivate DrivewayPrivate DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM891801107201301201531001200220030132854:45 PM4104402112161350101521001800281030342965:00 PM311250312022113100136701600230020422815:15 PM610572212017129100147100130023205017297Total21412242845975507330588370590096301309161159Approach %4.689.85.20.4--12.886.20.50.5--38.50.061.50.0--18.80.081.30.0---Total %1.835.52.10.2-39.66.543.70.30.3-50.73.20.05.10.0-8.30.30.01.10.0-1.4-PHF0.6560.9200.7500.250-0.9560.8520.9390.7500.375-0.9610.9250.0000.8190.000-0.8570.3750.0000.6500.000-0.5710.976Lights21409242-4567550633-587370590-9630130-161155% Lights100.099.3100.0100.0-99.3100.099.8100.0100.0-99.8100.0-100.0--100.0100.0-100.0--100.099.7Buses0100-10100-10000-00000-02% Buses0.00.20.00.0-0.20.00.20.00.0-0.20.0-0.0--0.00.0-0.0--0.00.2Trucks0200-20000-00000-00000-02% Trucks0.00.50.00.0-0.40.00.00.00.0-0.00.0-0.0--0.00.0-0.0--0.00.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.00.0-0.00.00.00.00.0-0.00.0-0.0--0.00.0-0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----0.0-----------------11.1--Pedestrians----8-----0-----0-----8--% Pedestrians----100.0-----------------88.9--141 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:30 PMEnding At05/22/2023 5:30 PMLightsBusesTrucksBicycles on RoadOtherPrivate Driveway [SB]OutInTotal24164000000000000024164013030000000000000000000009130309RTLUP477 0 0 2 1 474 Out 588 0 0 0 1 587 In 1065 0 0 2 2 1061 Total W 78th St [WB] R 3 0 0 0 0 3 T 507 0 0 0 1 506 L 75 0 0 0 0 75 U 3 0 0 0 0 3 P 0 0 0 0 0 0 99961950000000000009996195OutInTotalPrivate Driveway [NB]ULTRP0370590000000000000000000000370590W 78th St [EB]Total101422001018In4561200459Out5581000559200002U21000021L4091200412T24000024R000088PTurning Movement Peak Hour Data Plot (4:30 PM)142 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimeW 78th StW 78th StPrivate DrivewayPrivate DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM88601195048000480010010010111457:45 AM68210089240110440030030010111378:00 AM36300266044100451000011010221148:15 AM1511015315611059001001000060113Total1828221430331883201961050061030104509Approach %5.993.10.70.3--1.595.91.51.0--16.70.083.30.0--25.00.075.00.0---Total %3.555.40.40.2-59.50.636.90.60.4-38.50.20.01.00.0-1.20.20.00.60.0-0.8-PHF0.5630.8200.5000.250-0.7970.3750.8390.7500.500-0.8310.2500.0000.4170.000-0.5000.2500.0000.7500.000-0.5000.878Lights1827121-292317532-1831050-61030-4485% Lights100.096.1100.0100.0-96.4100.093.1100.0100.0-93.4100.0-100.0--100.0100.0-100.0--100.095.3Buses0500-50500-50000-00000-010% Buses0.01.80.00.0-1.70.02.70.00.0-2.60.0-0.0--0.00.0-0.0--0.02.0Trucks0600-60600-60000-00000-012% Trucks0.02.10.00.0-2.00.03.20.00.0-3.10.0-0.0--0.00.0-0.0--0.02.4Bicycles on Road0000-00200-20000-00000-02% Bicycles onRoad0.00.00.00.0-0.00.01.10.00.0-1.00.0-0.0--0.00.0-0.0--0.00.4Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----0.0-----------------10.0--Pedestrians----4-----0-----0-----9--% Pedestrians----100.0-----------------90.0--143 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherPrivate Driveway [SB]OutInTotal214250000000000002142530100000000000000000000010301010RTLUP290 0 0 6 5 279 Out 196 0 2 6 5 183 In 486 0 2 12 10 462 Total W 78th St [WB] R 3 0 0 0 0 3 T 188 0 2 6 5 175 L 3 0 0 0 0 3 U 2 0 0 0 0 2 P 0 0 0 0 0 0 56110000000000005611OutInTotalPrivate Driveway [NB]ULTRP010500000000000000000000001050W 78th St [EB]Total472101220496In2925600303Out1805620193100001U18000018L2715600282T200002R000044PTurning Movement Peak Hour Data Plot (7:30 AM)144 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StTarget LaneTarget LaneEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0130040200024010050000001112:15 AM004004110002102003000000912:30 AM013004110002201003000000912:45 AM0100010100013010040000006Hourly Total0310001325000710050015000000351:00 AM00000000000000000000000001:15 AM01100211000210100200000061:30 AM00000002000200000000000021:45 AM0300030000001000010000004Hourly Total041005130004201003000000122:00 AM01000110000110000100000032:15 AM01000100000010000100000022:30 AM10100200000000000000000022:45 AM0100010100011000010010014Hourly Total131005110002300003001001113:00 AM00000001000100000000000013:15 AM00000000000000000000000003:30 AM01001101000100000000000023:45 AM0010010200020000000000003Hourly Total01101204000400000000000064:00 AM00000001000100000000000014:15 AM01000100000000000000000014:30 AM00000001000100000000000014:45 AM0600060100010000000010118Hourly Total070007030003000000001011115:00 AM02000203100400000000000065:15 AM13000412100400100100000095:30 AM251008040004000000000000125:45 AM6105002113000400000000104126Hourly Total9206003521220016001001001041536:00 AM143008071008000000002002186:15 AM21110014011002100001000000176:30 AM4142002011110013100001100021356:45 AM730500422115011800101100001061Hourly Total145911008433080141201013102033131145 7:00 AM11298004823230037101002402006937:15 AM74110005822250029601007200012967:30 AM1159100080054400584020063120161507:45 AM15558007825660064403007401015154Hourly Total4418436002646164180018815070022131503194938:00 AM1141120064239700483020152100031208:15 AM144622008225220056902001151602121618:30 AM103416006006860074130500184040081608:45 AM196015009454580058150800235050210185Hourly Total541816500300920423002364001701571621504336269:00 AM1947150081447400551304001762600141679:15 AM11481800774423004990900186010071519:30 AM153618006934050048708001520901111439:45 AM194722008814361051182400246040010173Hourly Total64178730031512172181020347225007420220014263410:00 AM19439007143230039715001342201813110:15 AM95526009025410006613190023418001319210:30 AM194434009735440061120700191208012019710:45 AM3251270011055120058320900415150411220Hourly Total79193960036814191190022464230009625423065274011:00 AM2350320010566160073270180045505001023311:15 AM22713611130652700653521100484411001926211:30 AM147546101361278900993831600576113012031211:45 AM22754400141156970091412210064102100022318Hourly Total812711582151239260290032814176600214257390171112512:00 PM1882671016813718009245117006310213002534812:15 PM2276740017216845101064712400728212002237212:30 PM237151011451069202816622800966214032234412:45 PM18754100134188120010144128017371120220328Hourly Total81304233116195730517123802025970130431751058913921:00 PM21673801126118940010449213016441501103041:15 PM1765390012112725109046213006181600152871:30 PM1956260010176541077311170049511103172441:45 PM19663700122767600802701810468090017265Hourly Total76254140014703729319203511535611122025331045911002:00 PM177230001191081610982821700473050282722:15 PM17683200117119880011731016004762800162972:30 PM1554330010257980092291110041711302212562:45 PM1270390012127220076401800497040011257Hourly Total61264134004592833024103831284520018423330045610823:00 PM1071411012368450095331160050521200192873:15 PM185834001101098600114281120041511100172823:30 PM17601601931086600102341160051521400212673:45 PM147246101335823009026215004375160028294Hourly Total592611372145931350200040112155900185221053008511304:00 PM20924700159693700106420200062901000193464:15 PM168441101428998101164201900611401700313504:30 PM148842001448957001102809003792701183094:45 PM2157590013789940011128021014952140021318Hourly Total71321189105823038626104431400690120937448018913235:00 PM247165001601310650012454113006852601133655:15 PM1981551015617843101054642500751190211347146 5:30 PM16904900155188811010863123008761400113615:45 PM107153001341567200844402400683260211297Hourly Total69313222106056334511204212076850029815625054613706:00 PM963660113814711008651122057440901133116:15 PM116253001261468100835902100803150192986:30 PM75751001151672300914002900691150172826:45 PM7645100122146320079530170270126029280Hourly Total342462210150158274700339203189072939425053811717:00 PM6363800801167000783902100604030172257:15 PM104445101001266100792601800440070072307:30 PM8514802107847100563201600480040242157:45 PM5453600861345101593901600553170111211Hourly Total29176167123734422530127213607100207712104298818:00 PM3364000791365000784111300551080092218:15 PM233270062752200613801200504020061798:30 PM230240056326000292801100392100031278:45 PM014130027219000213504003901101289Hourly Total7113104002242516220018914214000183721101206169:00 PM019210040526000313011900500000001219:15 PM013180031518000233401300470000001019:30 PM0201900398191002815070022003003929:45 PM11590025212000142206002800100168Hourly Total16767001352075100961011450014700400438210:00 PM12900123900012140300170000004110:15 PM0440083500086030090000002510:30 PM04100014040004140400180000003610:45 PM0200022150001760300900000028Hourly Total1122300368330004140013005300000013011:00 PM06600121300046020080000002411:15 PM022004021003100001000000811:30 PM0140050200022030050000101211:45 PM00300323000540100500000013Hourly Total09150024310100141306001900001057Grand Total83534442110886397493383724884458619103984011227902765640605373814511Approach %13.153.833.00.1--10.883.75.40.2--68.51.430.10.0--37.47.655.00.0---Total %5.823.714.50.1-44.13.426.41.70.1-31.613.20.35.80.0-19.21.90.42.80.0-5.1-Lights824338220978-631148937672458-45091896398321-2768272564030-73114319% Lights98.798.299.4100.0-98.799.298.298.8100.0-98.399.3100.099.0100.0-99.298.6100.099.3--99.198.7Buses12620-2912400-253010-40000-058% Buses0.10.80.10.0-0.50.20.60.00.0-0.50.20.00.10.0-0.10.00.00.0--0.00.4Trucks921110-4134030-4610070-174030-7111% Trucks1.10.60.50.0-0.60.61.01.20.0-1.00.50.00.80.0-0.61.40.00.7--0.90.8Bicycles on Road11500-160600-61000-10000-023% Bicycles onRoad0.10.40.00.0-0.30.00.20.00.0-0.10.10.00.00.0-0.00.00.00.0--0.00.2Bicycles onCrosswalk----3-----0-----6-----7--% Bicycles onCrosswalk----37.5-----0.0-----50.0-----13.2--Pedestrians----5-----4-----6-----46--% Pedestrians----62.5-----100.0-----50.0-----86.8--147 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherTarget Lane [SB]OutInTotal110873118391011271910100011227381860403562720000000304000000000005340656276053RTLUP4568 0 15 32 27 4494 Out 4586 0 6 46 25 4509 In 9154 0 21 78 52 9003 Total W 78th St [WB] R 248 0 0 3 0 245 T 3837 0 6 40 24 3767 L 493 0 0 3 1 489 U 8 0 0 0 0 8 P 4 4 0 0 0 0 264327685411347141731011000266027905450OutInTotalTarget Lane [NB]ULTRP118963983200301001007001000000012119103984012W 78th St [EB]Total12385569423012558In631129411606397Out60742753706161800008U8241910835L338226211503444T2097211002110R000088PTurning Movement Data Plot148 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StTarget LaneTarget LaneEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM2350320010566160073270180045505001023311:15 AM22713611130652700653521100484411001926211:30 AM147546101361278900993831600576113012031211:45 AM22754400141156970091412210064102100022318Total8127115821512392602900328141766002142573901711125Approach %15.852.930.90.4--11.979.38.80.0--65.93.330.80.0--35.29.954.90.0---Total %7.224.114.00.2-45.53.523.12.60.0-29.212.50.65.90.0-19.02.20.63.50.0-6.3-PHF0.8800.9030.8590.500-0.9080.6500.8330.8060.000-0.8280.8600.5830.7860.000-0.8360.6250.4380.7500.000-0.8070.884Lights802681562-50639259290-3271407660-213247390-701116% Lights98.898.998.7100.0-98.8100.099.6100.0--99.799.3100.0100.0--99.596.0100.0100.0--98.699.2Buses0100-10000-00000-00000-01% Buses0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Trucks1120-40100-11000-11000-17% Trucks1.20.41.30.0-0.80.00.40.0--0.30.70.00.0--0.54.00.00.0--1.40.6Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------------0.0--Pedestrians----1-----0-----0-----1--% Pedestrians----100.0-----------------100.0--149 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Lane [SB]OutInTotal11670186000112000000117711883972400000000010000000000013972501RTLUP362 0 1 2 1 358 Out 328 0 0 1 0 327 In 690 0 1 3 1 685 Total W 78th St [WB] R 29 0 0 0 0 29 T 260 0 0 1 0 259 L 39 0 0 0 0 39 U 0 0 0 0 0 0 P 0 0 0 0 0 0 202213415000213000000204214418OutInTotalTarget Lane [NB]ULTRP014076600000001000000000000001417660W 78th St [EB]Total9461610954In5061410512Out4400200442200002U80010081L2681110271T1560200158R000011PTurning Movement Peak Hour Data Plot (11:00 AM)150 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (12:00 PM)Start TimeW 78th StW 78th StTarget LaneTarget LaneEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 PM1882671016813718009245117006310213002534812:15 PM2276740017216845101064712400728212002237212:30 PM237151011451069202816622800966214032234412:45 PM18754100134188120010144128017371120220328Total8130423311619573051712380202597013043175105891392Approach %13.149.137.60.2--15.080.34.50.3--66.41.631.90.0--34.87.957.30.0---Total %5.821.816.70.1-44.54.121.91.20.1-27.314.50.47.00.0-21.82.20.53.70.0-6.4-PHF0.8800.9270.7870.250-0.9000.7920.9080.5310.250-0.8960.7650.6250.8660.000-0.7920.7750.8750.9110.000-0.8900.935Lights813002311-61355302171-3752005960-301307510-881377% Lights100.098.799.1100.0-99.096.599.0100.0100.0-98.799.0100.099.0--99.096.8100.0100.0--98.998.9Buses0200-21000-10000-00000-03% Buses0.00.70.00.0-0.31.80.00.00.0-0.30.00.00.0--0.00.00.00.0--0.00.2Trucks0120-31300-42010-31000-111% Trucks0.00.30.90.0-0.51.81.00.00.0-1.11.00.01.0--1.03.20.00.0--1.10.8Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.30.00.0-0.20.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----1-----0-----0-----0--% Bicycles onCrosswalk----100.0-----0.0-----0.0-----0.0--Pedestrians----0-----2-----1-----5--% Pedestrians----0.0-----100.0-----100.0-----100.0--151 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 12:00 PMEnding At05/24/2023 1:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Lane [SB]OutInTotal10388191000011000000103891925173000000000010000000000055173105RTLUP433 0 1 3 2 427 Out 380 0 0 4 1 375 In 813 0 1 7 3 802 Total W 78th St [WB] R 17 0 0 0 0 17 T 305 0 0 3 0 302 L 57 0 0 1 1 55 U 1 0 0 0 0 1 P 2 2 0 0 0 0 293301594101336000000297304601OutInTotalTarget Lane [NB]ULTRP020059600000002010000000000102025971W 78th St [EB]Total116728101178In6132310619Out5540500559100001U81000081L3002110304T2310200233R000011PTurning Movement Peak Hour Data Plot (12:00 PM)152 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveW 79th St (North)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM10200330500816880077161000621503:45 PM0000005030080816108806220064160Hourly Total10200380800161149141016511232001263104:00 PM003003102013293500100263000651714:15 PM10002130801111102810112261000631874:30 PM001011416001109090099260110641754:45 PM0000007060013010840011227410077202Hourly Total1040351512202383393261042382582102697355:00 PM10100250100609220094168000691715:15 PM2000024020060121510127061000611965:30 PM1000212050070107400111162000631825:45 PM0000203010040804008415800059147Hourly Total401045140900230400151041632490002526966:00 PM00300340200607220074351000541376:15 PM0000003010040664107115800059134*** BREAK ***-------------------------Hourly Total0030037030010013861014541090001132716:30 AM0000001000010171001821500017366:45 AM000000301014120100221250002652Hourly Total0000004010151372004034000043887:00 AM0010010000000241002502500025517:15 AM0000000000000401004112020023647:30 AM00200220100314860055247000491097:45 AM0100012020041784008324900051139Hourly Total0130044030072190120020451412001483638:00 AM00200220001223941046248200521028:15 AM2000023030060285003323100033748:30 AM0000006000060299204053700042888:45 AM3000032020042575006402911031102Hourly Total502007130501184153233018391453101583669:00 AM0010212010030365004125100053989:15 AM000000203005137510442350003786Grand Total111160928691550412512153310880166137115192011993013Approach %39.33.657.10.0--55.20.844.00.0--0.792.36.50.5--3.196.00.80.2---Total %0.40.00.50.0-0.92.30.01.80.0-4.10.450.93.60.3-55.11.238.20.30.1-39.8-153 Lights111150-27670510-1181215241048-164835113592-11812974% Lights100.0100.093.8--96.497.10.092.7--94.4100.099.496.3100.0-99.294.698.6100.0100.0-98.598.7Buses0000-00000-00600-60900-915% Buses0.00.00.0--0.00.00.00.0--0.00.00.40.00.0-0.40.00.80.00.0-0.80.5Trucks0010-11000-10320-51600-714% Trucks0.00.06.3--3.61.40.00.0--0.80.00.21.90.0-0.32.70.50.00.0-0.60.5Bicycles on Road0000-01140-60020-21100-210% Bicycles onRoad0.00.00.0--0.01.4100.07.3--4.80.00.01.90.0-0.12.70.10.00.0-0.20.3Bicycles onCrosswalk----3-----2-----0-----0--% Bicycles onCrosswalk----33.3-----50.0--------------Pedestrians----6-----2-----0-----0--% Pedestrians----66.7-----50.0--------------154 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal1588118127696915371042600016011199280091135352009000061000110000000911513720RTLUP146 0 3 3 0 140 Out 125 0 6 1 0 118 In 271 0 9 4 0 258 Total W 79th St (North) [WB] R 55 0 4 0 0 51 T 1 0 1 0 0 0 L 69 0 1 1 0 67 U 0 0 0 0 0 0 P 4 4 0 0 0 0 12251648287396158513224000124416612905OutInTotalGreat Plains Blvd [NB]ULTRP812152410400060000320000200000081215331080Private Drive [EB]Total48011050In27010028Out21001022000000U11000011L100001T15010016R000099PTurning Movement Data Plot155 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimePrivate DriveW 79th St (North)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM00000070600130108400112274100772025:00 PM10100250100609220094168000691715:15 PM2000024020060121510127061000611965:30 PM100021205007010740011116200063182Total401025180140032042815104444265100270751Approach %80.00.020.00.0--56.30.043.80.0--0.096.43.40.2--1.598.10.40.0---Total %0.50.00.10.0-0.72.40.01.90.0-4.30.057.02.00.1-59.10.535.30.10.0-36.0-PHF0.5000.0000.2500.000-0.6250.6430.0000.5830.000-0.6150.0000.8840.7500.250-0.8740.5000.8950.2500.000-0.8770.929Lights4010-5180140-320428151-444426410-269750% Lights100.0-100.0--100.0100.0-100.0--100.0-100.0100.0100.0-100.0100.099.6100.0--99.699.9Buses0000-00000-00000-00000-00% Buses0.0-0.0--0.00.0-0.0--0.0-0.00.00.0-0.00.00.00.0--0.00.0Trucks0000-00000-00000-00000-00% Trucks0.0-0.0--0.00.0-0.0--0.0-0.00.00.0-0.00.00.00.0--0.00.0Bicycles on Road0000-00000-00000-00100-11% Bicycles onRoad0.0-0.0--0.00.0-0.0--0.0-0.00.00.0-0.00.00.40.0--0.40.1Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0--------------------156 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal4462697150000000110004462707161264400000000000001000000001265400RTLUP19 0 0 0 0 19 Out 32 0 0 0 0 32 In 51 0 0 0 0 51 Total W 79th St (North) [WB] R 14 0 0 0 0 14 T 0 0 0 0 0 0 L 18 0 0 0 0 18 U 0 0 0 0 0 0 P 0 0 0 0 0 0 284444728000000101000285444729OutInTotalGreat Plains Blvd [NB]ULTRP104281500000000000000000000010428150Private Drive [EB]Total600006In500005Out100001000000U400004L000000T100001R000022PTurning Movement Peak Hour Data Plot (4:45 PM)157 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveW 79th St (North)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM00200220100314860055247000491097:45 AM01000120200417840083249000511398:00 AM00200220001223941046248200521028:15 AM200002303006028500332310003374Total2140079060115419319102178175200185424Approach %28.614.357.10.0--60.00.040.00.0--1.888.98.80.5--4.394.61.10.0---Total %0.50.20.90.0-1.72.10.01.40.0-3.50.945.54.50.2-51.21.941.30.50.0-43.6-PHF0.2500.2500.5000.000-0.8750.7500.0000.5000.000-0.6250.5000.6190.7920.250-0.6541.0000.8930.2500.000-0.8890.763Lights2140-78040-124191181-214817020-180413% Lights100.0100.0100.0--100.088.9-66.7--80.0100.099.094.7100.0-98.6100.097.1100.0--97.397.4Buses0000-00000-00200-20300-35% Buses0.00.00.0--0.00.0-0.0--0.00.01.00.00.0-0.90.01.70.0--1.61.2Trucks0000-01000-10010-10200-24% Trucks0.00.00.0--0.011.1-0.0--6.70.00.05.30.0-0.50.01.10.0--1.10.9Bicycles on Road0000-00020-20000-00000-02% Bicycles onRoad0.00.00.0--0.00.0-33.3--13.30.00.00.00.0-0.00.00.00.0--0.00.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0--------------Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0--------------158 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal1971803772350222020002011853862170800030000200000000000002175800RTLUP28 0 0 1 0 27 Out 15 0 2 1 0 12 In 43 0 2 2 0 39 Total W 79th St (North) [WB] R 6 0 2 0 0 4 T 0 0 0 0 0 0 L 9 0 0 1 0 8 U 0 0 0 0 0 0 P 1 1 0 0 0 0 183214397325314000000189217406OutInTotalGreat Plains Blvd [NB]ULTRP141911800020000010000000000014193190Private Drive [EB]Total13000013In700007Out600006000000U200002L100001T400004R000000PTurning Movement Peak Hour Data Plot (7:30 AM)159 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveW 79th St (South)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM8244005412306644664001140392300622363:45 PM201300051411011639661000115149190069241Hourly Total28374001055340171283132140022918842001314774:00 PM813000395190121537839001293461600652484:15 PM200290049414010933866001253471700672504:30 PM161270144514091049756001302461700652494:45 PM13038005141301384192900142253261282283Hourly Total572124011831842004442160336300052610192761227910305:00 PM110290040414010942888101393561600752635:15 PM16241005933507115210110101644372210642985:30 PM131370251718071639884101322303102632625:45 PM1204601583100244671800125434240062249Hourly Total523153032081761702640179348303056013157931226410726:00 PM23145006985607194944400972352000572426:15 PM1814700667030710404970096442170063235*** BREAK ***-------------------------Hourly Total41292001351559014298993110019367737001204776:30 AM711600240110021611000271780016696:45 AM4022002600000021160003701912003194Hourly Total1113800500110023727000641262000471637:00 AM60120018000000132400037014110025807:15 AM8019002700000019280004701290021957:30 AM502800330000002054100750411000511597:45 AM732900390100012877000105132180051196Hourly Total26388001170100018018310026419948001485308:00 AM1102500360100012532100580361600521478:15 AM60240030000000232601050027800351158:30 AM502900341000112431100560261500411328:45 AM9028003700000029561008602970036159Hourly Total31010600137110012101145310250011846001645539:00 AM702800351000112230100531371500531429:15 AM70260033111053373420073123120036145Grand Total260147290410035822520108132788132892402212348173892412424589Approach %25.91.472.70.0--43.916.739.40.0--35.660.04.20.2--2.765.831.30.2---Total %5.70.315.90.0-21.91.30.51.10.0-2.917.228.92.00.1-48.20.717.88.50.0-27.1-160 Lights259147150-9885822520-1327771316924-2189348023852-12234532% Lights99.6100.098.1--98.5100.0100.0100.0--100.098.699.1100.0100.0-99.0100.098.299.0100.0-98.598.8Buses0050-50000-04600-100800-823% Buses0.00.00.7--0.50.00.00.0--0.00.50.50.00.0-0.50.01.00.00.0-0.60.5Trucks0090-90000-07500-120640-1031% Trucks0.00.01.2--0.90.00.00.0--0.00.90.40.00.0-0.50.00.71.00.0-0.80.7Bicycles on Road1000-10000-00100-10100-13% Bicycles onRoad0.40.00.0--0.10.00.00.0--0.00.00.10.00.0-0.00.00.10.00.0-0.10.1Bicycles onCrosswalk----4-----1-----0-----0--% Bicycles onCrosswalk----100.0-----0.9-----------0.0--Pedestrians----0-----107-----0-----4--% Pedestrians----0.0-----99.1-----------100.0--161 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal1629122328526814510152130001642124228843858023420080004600001000000043898173424RTLUP140 0 0 0 0 140 Out 132 0 0 0 0 132 In 272 0 0 0 0 272 Total W 79th St (South) [WB] R 52 0 0 0 0 52 T 22 0 0 0 0 22 L 58 0 0 0 0 58 U 0 0 0 0 0 0 P 108 108 0 0 0 0 157921893768131023151227112000160822123820OutInTotalGreat Plains Blvd [NB]ULTRP477713169200460007500001000000047881328920Private Drive [EB]Total2172920102202In98859101003Out1184411001199000000U2590010260L14000014T7155900729R000044PTurning Movement Data Plot162 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimePrivate DriveW 79th St (South)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM130380051413013841929001422532612822835:00 PM110290040414010942888101393561600752635:15 PM16241005933507115210110101644372210642985:30 PM13137025171807163988410132230310263262Total53314502201186200374417436931305771117695242841106Approach %26.41.572.10.0--40.913.645.50.0--30.264.05.40.5--3.962.033.50.7---Total %4.80.313.10.0-18.21.60.51.80.0-4.015.733.42.80.3-52.21.015.98.60.2-25.7-PHF0.8280.3750.8840.000-0.8520.6430.5000.6250.000-0.6880.8370.9130.7750.750-0.8800.6880.7860.7660.500-0.8660.928Lights5331430-199186200-44174369313-57711175952-2831103% Lights100.0100.098.6--99.0100.0100.0100.0--100.0100.0100.0100.0100.0-100.0100.099.4100.0100.0-99.699.7Buses0010-10000-00000-00000-01% Buses0.00.00.7--0.50.00.00.0--0.00.00.00.00.0-0.00.00.00.00.0-0.00.1Trucks0010-10000-00000-00000-01% Trucks0.00.00.7--0.50.00.00.0--0.00.00.00.00.0-0.00.00.00.00.0-0.00.1Bicycles on Road0000-00000-00000-00100-11% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.60.00.0-0.40.1Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0-----0.0-----------0.0--Pedestrians----0-----37-----0-----4--% Pedestrians----0.0-----100.0-----------100.0--163 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal44428372700000001100044428472895175112000000000000100000004951761124RTLUP45 0 0 0 0 45 Out 44 0 0 0 0 44 In 89 0 0 0 0 89 Total W 79th St (South) [WB] R 20 0 0 0 0 20 T 6 0 0 0 0 6 L 18 0 0 0 0 18 U 0 0 0 0 0 0 P 37 37 0 0 0 0 339577916101101101000342577919OutInTotalGreat Plains Blvd [NB]ULTRP3174369310000000000000000000003174369310Private Drive [EB]Total4741100476In1991100201Out2750000275000000U53000053L300003T1431100145R000022PTurning Movement Peak Hour Data Plot (4:45 PM)164 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveW 79th St (South)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM502800330000002054100750411000511597:45 AM7329003901000128770001051321800511968:00 AM1102500360100012532100580361600521478:15 AM6024003000000023260105002780035115Total293106001380200029618921028811365200189617Approach %21.02.276.80.0--0.0100.00.00.0--33.365.60.70.3--0.572.027.50.0---Total %4.70.517.20.0-22.40.00.30.00.0-0.315.630.60.30.2-46.70.222.08.40.0-30.6-PHF0.6590.2500.9140.000-0.8850.0000.5000.0000.000-0.5000.8570.6140.5000.250-0.6860.2500.8290.7220.000-0.9090.787Lights2931040-1360200-29318621-2821130520-183603% Lights100.0100.098.1--98.6-100.0---100.096.998.4100.0100.0-97.9100.095.6100.0--96.897.7Buses0020-20000-02200-40300-39% Buses0.00.01.9--1.4-0.0---0.02.11.10.00.0-1.40.02.20.0--1.61.5Trucks0000-00000-01100-20300-35% Trucks0.00.00.0--0.0-0.0---0.01.00.50.00.0-0.70.02.20.0--1.60.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.0-0.0---0.00.00.00.00.0-0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------165 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal215183398235134000000218189407521301000300003000000000000052136100RTLUP6 0 0 0 0 6 Out 2 0 0 0 0 2 In 8 0 0 0 0 8 Total W 79th St (South) [WB] R 0 0 0 0 0 0 T 2 0 0 0 0 2 L 0 0 0 0 0 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 235282517549325000000243288531OutInTotalGreat Plains Blvd [NB]ULTRP193186200220001100000000000019618920Private Drive [EB]Total2834100288In1362000138Out1472100150000000U29000029L300003T1042000106R000000PTurning Movement Peak Hour Data Plot (7:30 AM)166 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeW 79th StMarket BlvdMarket BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total3:30 PM30280158138390017713117001303653:45 PM2930025912637001631711300130352Hourly Total595803117264760034030230002607174:00 PM32320064156280018421125001463944:15 PM17280145144320017614132001463674:30 PM2224004696420013815147001623464:45 PM3033006312741001682312000143374Hourly Total1011170121852314300666735240059714815:00 PM34290063110350014517119001363445:15 PM37290166128400016822111001333675:30 PM3033036310930001392299001213235:45 PM293600651034500148288600114327Hourly Total1301270425745015000600894150050413616:00 PM42240266104340013821109001303346:15 PM31240155100330013322740096284*** BREAK ***----------------Hourly Total734803121204670027143183002266186:30 AM750012191110311240025686:45 AM89001738900474430047111Hourly Total151400295720107856700721797:00 AM470011439005253800431067:15 AM380011719108164800541467:30 AM7800156611007797400831757:45 AM106011684212010712670079202Hourly Total24290153264503031732227002596298:00 AM14800226215007786100691688:15 AM151200277317009076500721898:30 AM8400125618007444500491358:45 AM175012283210010413620075201Hourly Total54290183274710034532233002656939:00 AM111600277118109095700661839:15 AM12100022641300777520059158Grand Total479448013927217160850278432019880023086019Approach %51.748.30.0--78.021.80.2--13.986.10.0---Total %8.07.40.0-15.436.110.10.1-46.35.333.00.0-38.3-Lights4784430-92121226045-273131919500-22695921167 % Lights99.898.9--99.497.799.3100.0-98.199.798.1--98.398.4Buses100-11210-131140-1529% Buses0.20.0--0.10.60.20.0-0.50.30.7--0.60.5Trucks050-53630-390240-2468% Trucks0.01.1--0.51.70.50.0-1.40.01.2--1.01.1Bicycles on Road000-0100-1000-01% Bicycles on Road0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Bicycles on Crosswalk---6----0----0--% Bicycles on Crosswalk---46.2------------Pedestrians---7----0----0--% Pedestrians---53.8------------168 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal256522694834121527412465101000261923084927195031900141002400000000000198832000TLUP928 0 0 3 2 923 Out 927 0 0 5 1 921 In 1855 0 0 8 3 1844 Total W 79th St [WB] R 448 0 0 5 0 443 L 479 0 0 0 1 478 U 0 0 0 0 0 0 P 13 13 0 0 0 0 243327315164151328243963011000247227845256OutInTotalMarket Blvd [NB]UTRP521226040012100363001000000521716080Turning Movement Data Plot169 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:00 PM)Start TimeW 79th StMarket BlvdMarket BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total4:00 PM32320064156280018421125001463944:15 PM17280145144320017614132001463674:30 PM2224004696420013815147001623464:45 PM3033006312741001682312000143374Total101117012185231430066673524005971481Approach %46.353.70.0--78.521.50.0--12.287.80.0---Total %6.87.90.0-14.735.39.70.0-45.04.935.40.0-40.3-PHF0.7890.8860.000-0.8520.8380.8510.000-0.9050.7930.8910.000-0.9210.940Lights1011170-2185191420-661735210-5941473% Lights100.0100.0--100.099.299.3--99.2100.099.4--99.599.5Buses000-0100-1010-12% Buses0.00.0--0.00.20.0--0.20.00.2--0.20.1Trucks000-0310-4020-26% Trucks0.00.0--0.00.60.7--0.60.00.4--0.30.4Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk---0.0------------Pedestrians---1----0----0--% Pedestrians---100.0------------170 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:00 PMEnding At05/22/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal63659412301123250000006405971237521730010002000000000005247300TLUP216 0 0 1 0 215 Out 218 0 0 0 0 218 In 434 0 0 1 0 433 Total W 79th St [WB] R 117 0 0 0 0 117 L 101 0 0 0 0 101 U 0 0 0 0 0 0 P 1 1 0 0 0 0 62266112831122460000006256661291OutInTotalMarket Blvd [NB]UTRP05191420010003100000000005231430Turning Movement Peak Hour Data Plot (4:00 PM)171 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimeW 79th StMarket BlvdMarket BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total7:30 AM7800156611007797400831757:45 AM1060116842120107126700792028:00 AM14800226215007786100691688:15 AM15120027731700907650072189Total4634018028564203513626700303734Approach %57.542.50.0--81.218.20.6--11.988.10.0---Total %6.34.60.0-10.938.88.70.3-47.84.936.40.0-41.3-PHF0.7670.7080.000-0.7410.8480.7620.250-0.8200.7500.9020.000-0.9130.908Lights45340-79269642-335352560-291705% Lights97.8100.0--98.894.4100.0100.0-95.497.295.9--96.096.0Buses100-1500-5190-1016% Buses2.20.0--1.31.80.00.0-1.42.83.4--3.32.2Trucks000-01000-10020-212% Trucks0.00.0--0.03.50.00.0-2.80.00.7--0.71.6Bicycles on Road000-0100-1000-01% Bicycles on Road0.00.0--0.00.40.00.0-0.30.00.0--0.00.1Bicycles on Crosswalk---1----0----0--% Bicycles on Crosswalk---100.0------------Pedestrians---0----0----0--% Pedestrians---0.0------------172 Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal3032915945101510212101000319303622256350091002000000000002673600TLUP100 0 0 0 1 99 Out 80 0 0 0 1 79 In 180 0 0 0 2 178 Total W 79th St [WB] R 34 0 0 0 0 34 L 46 0 0 0 1 45 U 0 0 0 0 0 0 P 1 1 0 0 0 0 3033356381051521012011000315351666OutInTotalMarket Blvd [NB]UTRP2269640050001000010000002285640Turning Movement Peak Hour Data Plot (7:30 AM)173 Downtown Chanhassen Traffic Study October 2023 APPENDIX C: SIMTRAFFIC REPORTS 174 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 1 1: Powers Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)4.1 0.2 3.8 0.0 0.0 0.0 2.9 0.1 0.2 3.2 0.1 3.2 Total Del/Veh (s)43.4 43.8 5.4 40.5 24.0 4.6 44.4 13.1 2.5 48.1 9.3 1.6 1: Powers Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)17.9 2: W Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.2 0.1 4.1 4.0 0.2 Total Del/Veh (s)5.6 2.8 1.8 4.8 3.6 1.7 13.8 2.8 15.2 16.6 3.0 4.0 3: E Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 Total Del/Veh (s)3.1 0.7 0.4 3.8 1.2 1.1 8.1 6.6 3.6 5.9 6.8 2.8 3: E Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)1.6 4: Kerber Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 4.1 0.1 0.2 0.3 0.0 0.1 Total Del/Veh (s)8.6 6.4 2.2 9.5 6.3 3.6 18.3 19.9 3.1 27.5 17.8 3.7 4: Kerber Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)10.7 5: Kerber Blvd & North City Center Dr Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.4 0.1 Total Del/Veh (s)7.3 3.1 6.1 2.9 2.1 0.9 0.7 1.4 0.2 0.2 0.7 175 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 2 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.3 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1 Total Del/Veh (s)9.2 9.8 3.7 8.9 5.0 2.6 18.1 13.6 5.9 13.8 14.7 3.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)8.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)8.7 3.4 8.6 8.1 2.9 0.6 0.2 3.3 0.8 0.5 1.3 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)10.2 3.6 6.8 2.9 3.4 1.4 1.1 4.1 0.4 0.2 1.2 9: Market Blvd & W 79th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)4.0 0.2 0.0 0.0 0.0 0.0 0.2 Total Del/Veh (s)9.0 2.7 3.8 3.5 5.0 0.3 2.9 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)1.5 0.4 1.4 0.0 0.0 0.0 3.1 0.6 3.1 0.1 0.0 0.0 Total Del/Veh (s)98.4 25.9 8.8 79.5 10.1 7.3 235.9 105.9 6.4 74.9 88.5 2.2 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.7 Total Del/Veh (s)40.1 176 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 3 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.1 3.8 0.2 0.4 Total Del/Veh (s)7.7 4.8 3.1 5.2 5.0 2.0 24.9 15.7 6.3 25.1 18.4 5.3 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)7.2 12: Retail Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All Denied Del/Veh (s)0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.0 Total Del/Veh (s)3.0 1.0 0.8 4.0 1.0 0.9 7.7 3.6 7.7 2.6 1.2 13: Great Plains Blvd & W 78th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)3.8 0.3 0.0 0.0 0.2 0.0 0.4 Total Del/Veh (s)14.7 5.5 11.0 2.0 12.0 12.9 9.4 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.2 Total Del/Veh (s)5.8 2.7 6.8 3.5 2.5 0.5 0.3 3.5 1.3 1.1 1.7 15: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.2 4.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)6.8 8.4 3.0 7.2 3.1 1.3 0.4 0.2 2.9 0.4 0.4 0.9 16: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.4 0.3 3.9 0.1 0.2 0.0 0.1 0.0 0.0 0.0 0.7 Total Del/Veh (s)10.1 14.4 4.6 10.8 6.4 4.7 5.4 5.0 2.1 0.2 4.4 177 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 4 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 2.3 0.2 0.2 0.7 0.4 3.8 1.1 0.2 0.3 Total Del/Veh (s)76.9 17.8 12.1 113.3 18.5 4.9 72.4 90.4 48.2 83.4 66.1 10.8 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)26.6 Total Network Performance Denied Del/Veh (s)0.9 Total Del/Veh (s)50.3 178 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 5 Intersection: 1: Powers Blvd & W 78th St Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T R L LT T R L T T R L Maximum Queue (ft)68 125 30 94 133 75 46 50 160 122 72 116 Average Queue (ft)18 63 7 31 62 21 14 10 74 18 21 44 95th Queue (ft)50 112 28 71 106 55 35 34 138 71 49 89 Link Distance (ft)996 538 538 453 453 453 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 185 290 185 300 240 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1: Powers Blvd & W 78th St Movement SB SB SB Directions Served T T R Maximum Queue (ft)161 116 28 Average Queue (ft)62 23 5 95th Queue (ft)127 69 19 Link Distance (ft)556 556 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: W Target Entrance & W 78th St Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served L T T R L T TR L TR L TR Maximum Queue (ft)53 52 59 43 25 98 82 45 30 40 21 Average Queue (ft)15 12 15 7 3 24 21 12 8 10 7 95th Queue (ft)40 39 48 30 15 65 61 36 28 31 21 Link Distance (ft)538 538 311 311 314 359 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)155 145 135 80 50 Storage Blk Time (%)0 0 0 Queuing Penalty (veh)0 0 0 179 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 6 Intersection: 3: E Target Entrance & W 78th St Movement EB WB NB SB Directions Served L L LTR LTR Maximum Queue (ft)31 34 80 40 Average Queue (ft)3 6 28 19 95th Queue (ft)17 26 55 43 Link Distance (ft)309 88 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)140 135 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Kerber Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft)43 76 94 70 87 117 34 70 185 97 Average Queue (ft)10 30 31 20 30 38 5 22 93 20 95th Queue (ft)34 69 73 53 70 82 22 55 149 58 Link Distance (ft)642 642 508 508 426 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)125 85 55 165 Storage Blk Time (%)0 0 0 1 0 0 Queuing Penalty (veh)0 0 0 0 0 0 Intersection: 5: Kerber Blvd & North City Center Dr Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft)64 30 32 23 Average Queue (ft)16 6 2 1 95th Queue (ft)54 26 14 12 Link Distance (ft)475 175 568 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 180 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 7 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft)41 145 104 105 99 86 160 112 31 52 Average Queue (ft)7 64 43 42 25 29 64 43 3 17 95th Queue (ft)28 118 78 84 66 67 127 87 17 44 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 7 1 0 0 Queuing Penalty (veh)0 1 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB SB SB Directions Served LT R LTR LT LT R Maximum Queue (ft)44 27 39 34 45 8 Average Queue (ft)17 9 12 3 3 0 95th Queue (ft)40 28 37 19 23 4 Link Distance (ft)288 148 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft)33 45 62 4 80 Average Queue (ft)8 16 10 0 5 95th Queue (ft)30 43 44 3 34 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 181 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 8 Intersection: 9: Market Blvd & W 79th St Movement WB WB NB NB SB Directions Served L R T TR L Maximum Queue (ft)54 43 9 9 44 Average Queue (ft)18 14 0 0 11 95th Queue (ft)39 30 0 6 38 Link Distance (ft)783 244 244 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)260 175 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB WB WB WB WB NB NB NB SB Directions Served L T T R L L T T L T T L Maximum Queue (ft)184 482 501 323 154 174 102 111 325 696 645 182 Average Queue (ft)79 260 267 23 76 86 26 51 275 381 300 92 95th Queue (ft)153 458 473 179 142 150 76 107 386 800 675 163 Link Distance (ft)3018 3018 1299 1299 914 914 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)625 290 475 475 255 240 Storage Blk Time (%)8 53 0 0 Queuing Penalty (veh)13 58 0 0 Intersection: 10: Market Blvd & Arboretum Blvd Movement SB SB Directions Served T T Maximum Queue (ft)165 162 Average Queue (ft)80 72 95th Queue (ft)137 135 Link Distance (ft)244 244 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 182 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 9 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)98 135 24 93 70 61 105 132 Average Queue (ft)25 39 2 26 27 21 38 48 95th Queue (ft)68 101 13 70 64 52 76 91 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 2 0 2 1 Queuing Penalty (veh)0 2 0 2 1 Intersection: 12: Retail Entrance & W 78th St Movement EB EB WB NB SB Directions Served L TR L LTR LTR Maximum Queue (ft)26 5 20 30 39 Average Queue (ft)3 0 1 8 9 95th Queue (ft)16 4 10 30 32 Link Distance (ft)428 341 102 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 80 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 13: Great Plains Blvd & W 78th St Movement WB WB NB NB SB SB Directions Served L R T TR L T Maximum Queue (ft)72 113 73 79 163 131 Average Queue (ft)30 40 24 21 71 48 95th Queue (ft)58 83 57 58 127 98 Link Distance (ft)622 295 295 467 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 145 Storage Blk Time (%)0 1 0 0 Queuing Penalty (veh)0 1 0 1 183 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 10 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft)38 35 69 27 6 26 Average Queue (ft)13 11 23 2 0 3 95th Queue (ft)36 31 52 13 4 15 Link Distance (ft)308 164 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 15: Great Plains Blvd & W 79th St Movement EB WB WB SB SB Directions Served LTR L TR L T Maximum Queue (ft)30 43 34 27 4 Average Queue (ft)9 8 9 3 0 95th Queue (ft)31 31 31 18 3 Link Distance (ft)256 400 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 16: Great Plains Blvd & W 79th St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L T LT TR Maximum Queue (ft)51 75 34 71 22 82 19 Average Queue (ft)19 25 5 17 1 10 1 95th Queue (ft)42 52 23 50 12 50 8 Link Distance (ft)356 230 194 126 126 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)195 65 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 184 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 11 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T T L T T L L T R L T Maximum Queue (ft)222 863 1068 178 332 314 72 121 130 86 207 110 Average Queue (ft)103 122 145 76 161 143 12 44 49 33 131 35 95th Queue (ft)188 457 507 152 326 302 45 94 109 81 219 84 Link Distance (ft)1299 1299 1898 1898 430 430 194 194 Upstream Blk Time (%)0 0 6 Queuing Penalty (veh)0 0 8 Storage Bay Dist (ft)635 530 135 115 Storage Blk Time (%)0 0 2 0 5 Queuing Penalty (veh)0 0 1 0 3 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement SB Directions Served R Maximum Queue (ft)88 Average Queue (ft)19 95th Queue (ft)54 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 Storage Blk Time (%)0 Queuing Penalty (veh)0 Network Summary Network wide Queuing Penalty: 95 185 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 1 1: Powers Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.4 0.4 3.3 0.0 0.0 0.3 2.7 0.2 0.3 3.4 0.2 3.4 Total Del/Veh (s)33.8 42.6 6.6 34.0 33.4 6.7 45.9 23.2 4.5 43.6 18.3 3.0 1: Powers Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)22.8 2: W Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 3.8 0.7 0.5 0.2 4.3 4.0 Total Del/Veh (s)9.7 7.1 3.5 8.8 8.1 4.8 19.2 18.0 4.6 18.9 19.0 5.3 2: W Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)8.5 3: E Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.2 0.1 0.1 0.1 Total Del/Veh (s)4.4 1.3 1.1 5.0 1.6 1.5 15.8 15.2 6.0 14.1 20.8 4.7 3: E Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)3.3 4: Kerber Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.2 0.6 0.0 0.0 Total Del/Veh (s)13.3 6.4 3.7 10.2 9.1 7.2 26.9 28.1 5.7 32.6 26.7 4.4 4: Kerber Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)11.3 186 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 2 5: Kerber Blvd & North City Center Dr Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.4 0.2 0.2 0.1 Total Del/Veh (s)6.8 8.0 3.5 7.0 3.1 1.9 1.1 0.6 2.4 0.2 0.1 1.1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 0.1 0.2 Total Del/Veh (s)11.8 15.3 4.7 14.2 9.9 6.3 29.0 16.9 8.2 18.7 19.6 7.2 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)14.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.4 3.8 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.5 16.1 6.4 18.5 25.4 8.2 5.3 2.0 0.3 4.7 1.4 0.7 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)4.1 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.8 23.0 4.9 17.8 8.2 6.4 2.8 1.3 5.6 0.8 0.5 3.0 9: Market Blvd & W 79th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)23.0 35.6 0.0 0.0 0.1 0.0 4.5 Total Del/Veh (s)232.2 62.4 6.7 5.7 12.6 10.3 28.6 187 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 3 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)1.3 0.4 1.3 0.1 0.0 0.1 3.0 0.5 3.0 1.6 0.4 0.0 Total Del/Veh (s)81.4 36.1 10.0 69.8 41.4 16.3 79.9 82.1 5.5 123.0 143.0 4.7 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)51.1 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.8 0.4 0.3 Total Del/Veh (s)9.4 6.0 3.8 7.6 6.0 3.5 25.4 32.6 14.7 28.0 22.2 6.4 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)8.1 12: Retail Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All Denied Del/Veh (s)0.0 0.0 0.1 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0 Total Del/Veh (s)5.0 1.6 1.2 4.8 1.3 1.8 16.4 8.3 9.9 5.2 2.7 13: Great Plains Blvd & W 78th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)3.4 0.5 0.0 0.0 0.0 0.0 0.3 Total Del/Veh (s)24.8 6.5 19.3 4.9 14.8 16.8 13.2 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)7.8 3.3 10.0 12.6 4.7 2.7 0.3 0.2 4.1 1.1 0.9 1.5 15: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBR WBL WBT WBR NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 4.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)10.5 5.5 11.9 9.0 3.3 0.6 0.3 2.9 0.4 0.3 1.0 188 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 4 16: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.6 3.8 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 Total Del/Veh (s)20.0 23.3 17.6 30.7 25.9 9.3 9.0 6.7 6.6 8.9 3.5 0.5 16: Great Plains Blvd & W 79th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)8.8 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 1.7 0.4 0.4 0.6 0.7 3.6 0.3 0.2 0.1 Total Del/Veh (s)79.4 22.5 11.4 87.3 39.1 7.1 75.6 88.7 37.1 88.1 81.9 48.3 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)38.1 Total Network Performance Denied Del/Veh (s)1.7 Total Del/Veh (s)69.1 189 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 5 Intersection: 1: Powers Blvd & W 78th St Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T R L LT T R L T T R L Maximum Queue (ft)107 203 44 159 184 122 76 76 248 216 119 157 Average Queue (ft)32 82 16 87 109 50 33 36 140 79 47 73 95th Queue (ft)83 157 43 143 164 104 64 69 209 172 86 130 Link Distance (ft)996 538 538 453 453 453 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 185 290 185 300 240 Storage Blk Time (%)1 0 0 Queuing Penalty (veh)1 0 0 Intersection: 1: Powers Blvd & W 78th St Movement SB SB SB Directions Served T T R Maximum Queue (ft)148 98 41 Average Queue (ft)79 31 10 95th Queue (ft)132 73 31 Link Distance (ft)556 556 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: W Target Entrance & W 78th St Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served L T T R L T TR L TR L TR Maximum Queue (ft)69 82 84 78 59 138 122 130 138 45 52 Average Queue (ft)28 36 37 37 18 54 51 66 35 11 16 95th Queue (ft)55 73 75 66 45 108 103 113 92 35 38 Link Distance (ft)538 538 311 311 314 359 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)155 145 135 80 50 Storage Blk Time (%)0 4 0 1 0 Queuing Penalty (veh)0 3 0 0 0 190 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 6 Intersection: 3: E Target Entrance & W 78th St Movement EB EB EB WB WB NB SB Directions Served L T TR L TR LTR LTR Maximum Queue (ft)44 4 21 82 10 109 68 Average Queue (ft)12 0 1 28 0 50 32 95th Queue (ft)38 3 10 64 5 89 57 Link Distance (ft)311 311 642 309 88 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)140 135 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Kerber Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft)81 115 100 94 153 215 59 91 198 102 Average Queue (ft)25 47 42 19 73 93 16 31 107 26 95th Queue (ft)58 97 87 58 134 177 44 69 171 64 Link Distance (ft)642 642 508 508 426 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)125 85 55 165 Storage Blk Time (%)0 0 0 5 0 2 2 0 Queuing Penalty (veh)0 0 0 2 0 0 1 0 Intersection: 5: Kerber Blvd & North City Center Dr Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft)52 43 5 53 Average Queue (ft)17 15 0 4 95th Queue (ft)45 40 4 27 Link Distance (ft)475 175 568 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 191 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 7 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft)121 222 96 130 117 165 293 144 31 94 Average Queue (ft)21 108 48 61 55 66 151 60 5 33 95th Queue (ft)69 184 82 101 105 123 255 113 23 73 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%)0 Queuing Penalty (veh)1 Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 19 5 4 1 Queuing Penalty (veh)1 6 10 6 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR LT TR LT R Maximum Queue (ft)95 91 74 132 31 66 18 Average Queue (ft)39 39 30 36 1 10 1 95th Queue (ft)73 72 60 99 23 41 10 Link Distance (ft)288 148 219 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft)86 67 189 118 64 Average Queue (ft)39 30 52 7 7 95th Queue (ft)71 56 125 61 35 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 192 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 8 Intersection: 9: Market Blvd & W 79th St Movement WB WB NB NB SB SB SB Directions Served L R T TR L T T Maximum Queue (ft)265 509 128 146 154 198 231 Average Queue (ft)151 195 6 9 38 50 50 95th Queue (ft)321 687 56 74 97 178 199 Link Distance (ft)783 244 244 512 512 Upstream Blk Time (%)11 0 0 Queuing Penalty (veh)0 1 1 Storage Bay Dist (ft)260 175 Storage Blk Time (%)25 0 3 Queuing Penalty (veh)29 0 3 Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB WB WB WB WB WB NB NB NB Directions Served L T T R L L T T R L T T Maximum Queue (ft)249 487 477 409 180 204 491 508 185 316 415 336 Average Queue (ft)143 305 309 39 96 103 300 318 8 215 186 174 95th Queue (ft)236 449 449 235 165 169 442 449 95 323 361 302 Link Distance (ft)3018 3018 1299 1299 914 914 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)625 290 475 475 400 255 Storage Blk Time (%)12 1 4 10 2 0 Queuing Penalty (veh)30 2 9 16 4 1 Intersection: 10: Market Blvd & Arboretum Blvd Movement NB SB SB SB SB Directions Served R L T T R Maximum Queue (ft)80 240 333 326 127 Average Queue (ft)3 198 260 240 7 95th Queue (ft)58 287 379 347 83 Link Distance (ft)244 244 244 Upstream Blk Time (%)5 33 27 Queuing Penalty (veh)0 71 58 Storage Bay Dist (ft)320 240 Storage Blk Time (%)8 33 Queuing Penalty (veh)14 57 193 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 9 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)94 168 30 135 125 99 89 122 Average Queue (ft)29 57 5 56 56 42 39 49 95th Queue (ft)69 138 23 113 108 79 72 87 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 3 2 2 2 Queuing Penalty (veh)1 3 0 3 1 Intersection: 12: Retail Entrance & W 78th St Movement EB EB WB WB WB NB SB Directions Served L TR L T TR LTR LTR Maximum Queue (ft)39 70 48 20 12 86 29 Average Queue (ft)9 3 19 1 0 42 11 95th Queue (ft)32 28 44 11 5 74 33 Link Distance (ft)428 467 467 341 102 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 80 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 Intersection: 13: Great Plains Blvd & W 78th St Movement WB WB NB NB SB SB Directions Served L R T TR L T Maximum Queue (ft)102 144 125 168 186 164 Average Queue (ft)40 67 67 78 92 68 95th Queue (ft)81 124 113 149 164 125 Link Distance (ft)622 295 295 467 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 145 Storage Blk Time (%)3 6 2 0 Queuing Penalty (veh)9 5 3 1 194 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 10 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB Directions Served LT R LTR L L Maximum Queue (ft)27 37 79 32 30 Average Queue (ft)7 16 28 4 6 95th Queue (ft)25 37 53 21 24 Link Distance (ft)308 164 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 15: Great Plains Blvd & W 79th St Movement EB WB WB SB SB SB Directions Served LTR L TR L T TR Maximum Queue (ft)29 35 34 18 4 6 Average Queue (ft)9 13 12 1 0 0 95th Queue (ft)30 36 35 8 3 4 Link Distance (ft)256 400 215 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 16: Great Plains Blvd & W 79th St Movement EB EB WB NB NB NB SB SB Directions Served LT R LTR L T R LT TR Maximum Queue (ft)134 122 77 75 96 35 86 61 Average Queue (ft)35 41 28 24 6 1 23 3 95th Queue (ft)105 105 61 59 45 15 72 32 Link Distance (ft)356 230 194 126 126 Upstream Blk Time (%)0 0 Queuing Penalty (veh)1 0 Storage Bay Dist (ft)195 65 40 Storage Blk Time (%)0 1 0 0 0 Queuing Penalty (veh)0 1 2 0 0 195 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 11 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T T L T T R L L T R L Maximum Queue (ft)206 675 870 435 662 672 58 160 217 253 180 210 Average Queue (ft)114 138 170 144 417 422 2 42 107 98 81 163 95th Queue (ft)206 387 500 292 628 634 42 125 187 194 163 229 Link Distance (ft)1299 1299 1898 1898 1898 430 430 194 Upstream Blk Time (%)0 14 Queuing Penalty (veh)0 26 Storage Bay Dist (ft)635 530 135 115 Storage Blk Time (%)2 0 7 12 5 Queuing Penalty (veh)3 0 5 17 5 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement SB SB Directions Served T R Maximum Queue (ft)181 135 Average Queue (ft)80 68 95th Queue (ft)161 133 Link Distance (ft)194 Upstream Blk Time (%)1 Queuing Penalty (veh)2 Storage Bay Dist (ft)65 Storage Blk Time (%)18 15 Queuing Penalty (veh)19 11 Network Summary Network wide Queuing Penalty: 442 196 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 1 1: Powers Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.9 0.3 4.0 0.0 0.0 0.0 3.1 0.1 0.2 3.2 0.2 3.1 Total Del/Veh (s)41.7 48.6 5.2 37.9 23.9 5.6 53.3 15.0 3.0 47.4 10.4 1.7 1: Powers Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)18.6 2: W Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All Denied Del/Veh (s)0.0 0.0 0.1 0.0 0.0 0.0 4.1 0.2 0.1 3.9 4.1 0.2 Total Del/Veh (s)5.6 3.1 1.9 5.9 3.9 2.0 15.7 2.9 18.8 13.1 3.3 4.2 3: E Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.1 Total Del/Veh (s)3.6 0.7 0.6 4.2 1.3 1.3 8.2 9.2 3.6 7.8 9.0 3.6 3: E Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)1.7 4: Kerber Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 4.0 0.2 0.2 0.2 0.0 0.0 Total Del/Veh (s)9.9 6.6 3.3 9.6 7.6 4.7 16.0 20.3 4.1 28.5 14.0 3.5 4: Kerber Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)11.3 5: Kerber Blvd & North City Center Dr Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.3 0.1 Total Del/Veh (s)7.6 4.1 6.1 2.8 3.3 1.1 0.8 1.8 0.2 0.2 0.9 197 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 2 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 3.9 0.1 0.2 Total Del/Veh (s)10.1 11.8 4.2 10.2 6.1 3.2 20.3 15.7 6.9 22.3 13.4 4.3 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)9.6 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 3.9 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)11.0 4.3 8.7 10.2 3.5 0.8 0.4 3.5 0.9 0.5 1.6 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)7.9 4.2 11.4 5.7 3.7 1.8 1.3 3.8 0.7 0.3 2.2 9: Market Blvd & W 79th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)4.0 0.2 0.0 0.0 0.0 0.0 0.2 Total Del/Veh (s)12.1 2.9 3.8 3.7 5.9 0.4 3.0 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)1.6 0.5 1.4 0.0 0.0 0.0 56.0 60.2 55.1 0.0 0.0 0.0 Total Del/Veh (s)103.0 33.6 12.9 74.8 11.8 9.2 388.1 133.3 11.2 91.5 87.9 2.2 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)10.9 Total Del/Veh (s)51.8 198 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 3 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.3 0.1 0.4 0.3 0.0 0.0 0.6 0.6 0.7 3.7 0.6 0.4 Total Del/Veh (s)9.3 7.2 4.8 9.1 7.2 2.7 24.0 24.5 11.8 23.2 18.3 5.5 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)9.7 12: Retail Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All Denied Del/Veh (s)0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 Total Del/Veh (s)3.6 1.3 1.3 3.9 1.0 1.0 11.6 3.6 9.9 3.2 1.5 13: Great Plains Blvd & W 78th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)3.7 0.4 0.0 0.0 0.2 0.0 0.4 Total Del/Veh (s)16.2 5.6 11.5 2.1 14.3 12.4 10.2 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.2 Total Del/Veh (s)7.7 3.3 8.1 3.8 2.7 0.3 0.2 3.8 1.4 1.2 2.0 15: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 4.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)8.0 9.5 3.5 9.7 3.4 1.5 0.4 0.2 3.5 0.4 0.2 0.9 16: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.4 0.4 3.8 0.1 0.4 0.2 0.5 0.0 0.0 0.0 0.6 Total Del/Veh (s)35.3 21.3 31.5 24.6 14.4 5.5 4.7 3.3 1.6 0.3 10.2 199 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 4 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 2.1 0.2 0.2 0.6 0.3 3.8 2.2 0.5 0.2 Total Del/Veh (s)94.8 23.0 13.7 127.3 21.9 5.4 77.4 112.7 55.9 104.0 66.5 20.7 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)32.7 Total Network Performance Denied Del/Veh (s)6.9 Total Del/Veh (s)62.0 200 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 5 Intersection: 1: Powers Blvd & W 78th St Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T R L LT T R L T T R L Maximum Queue (ft)69 164 31 89 120 80 76 53 177 135 84 144 Average Queue (ft)19 73 8 36 62 23 28 10 85 26 29 64 95th Queue (ft)53 134 28 79 105 61 60 34 152 81 61 117 Link Distance (ft)996 538 538 453 453 453 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 185 290 185 300 240 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 1: Powers Blvd & W 78th St Movement SB SB SB Directions Served T T R Maximum Queue (ft)171 131 30 Average Queue (ft)67 30 5 95th Queue (ft)131 80 20 Link Distance (ft)556 556 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: W Target Entrance & W 78th St Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served L T T R L T TR L TR L TR Maximum Queue (ft)42 66 72 40 30 86 93 43 25 40 25 Average Queue (ft)18 18 20 11 4 26 28 14 6 9 8 95th Queue (ft)41 51 58 35 18 68 72 37 22 29 23 Link Distance (ft)538 538 311 311 314 359 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)155 145 135 80 50 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 201 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 6 Intersection: 3: E Target Entrance & W 78th St Movement EB EB WB NB SB Directions Served L TR L LTR LTR Maximum Queue (ft)31 4 51 65 54 Average Queue (ft)6 0 9 29 18 95th Queue (ft)25 3 35 53 46 Link Distance (ft)311 309 88 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)140 135 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Kerber Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft)79 95 110 76 120 136 42 89 193 62 Average Queue (ft)23 36 37 23 40 54 8 26 104 20 95th Queue (ft)60 77 85 58 86 108 28 65 163 51 Link Distance (ft)642 642 508 508 426 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)125 85 55 165 Storage Blk Time (%)0 0 1 0 2 1 Queuing Penalty (veh)0 0 0 0 0 0 Intersection: 5: Kerber Blvd & North City Center Dr Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft)83 30 26 29 Average Queue (ft)18 9 1 2 95th Queue (ft)61 32 12 15 Link Distance (ft)475 175 568 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 202 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 7 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft)42 204 105 117 102 109 217 170 42 49 Average Queue (ft)12 85 49 56 32 42 81 58 7 19 95th Queue (ft)37 165 84 100 78 89 164 113 28 44 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 11 3 1 0 0 Queuing Penalty (veh)0 2 4 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB Directions Served LT R LTR LT TR LT Maximum Queue (ft)58 31 29 65 17 51 Average Queue (ft)22 11 12 6 1 4 95th Queue (ft)51 30 35 30 12 24 Link Distance (ft)288 148 219 219 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft)33 80 71 27 96 Average Queue (ft)8 40 12 1 10 95th Queue (ft)29 69 45 14 47 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 203 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 8 Intersection: 9: Market Blvd & W 79th St Movement WB WB NB NB SB Directions Served L R T TR L Maximum Queue (ft)46 45 20 36 62 Average Queue (ft)21 13 1 1 14 95th Queue (ft)42 32 14 15 46 Link Distance (ft)783 244 244 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)260 175 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB WB WB WB WB NB NB NB NB Directions Served L T T R L L T T L T T R Maximum Queue (ft)217 526 562 410 162 171 131 136 325 919 885 160 Average Queue (ft)112 349 356 81 75 88 35 62 314 649 542 9 95th Queue (ft)193 556 572 350 137 147 93 121 349 1093 1005 104 Link Distance (ft)3018 3018 1299 1299 914 914 Upstream Blk Time (%)23 1 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)625 290 475 475 255 320 Storage Blk Time (%)15 82 2 1 Queuing Penalty (veh)29 105 4 4 Intersection: 10: Market Blvd & Arboretum Blvd Movement SB SB SB Directions Served L T T Maximum Queue (ft)227 218 194 Average Queue (ft)121 100 92 95th Queue (ft)205 167 158 Link Distance (ft)244 244 Upstream Blk Time (%)0 0 0 Queuing Penalty (veh)0 0 0 Storage Bay Dist (ft)240 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 204 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 9 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)95 212 56 102 82 126 94 116 Average Queue (ft)30 72 18 34 34 72 44 53 95th Queue (ft)70 157 46 81 74 125 83 96 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)5 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 4 0 1 3 2 Queuing Penalty (veh)1 4 0 0 5 2 Intersection: 12: Retail Entrance & W 78th St Movement EB EB WB WB WB NB SB Directions Served L TR L T TR LTR LTR Maximum Queue (ft)30 26 20 14 8 34 29 Average Queue (ft)6 1 1 0 0 11 11 95th Queue (ft)23 15 9 7 4 34 33 Link Distance (ft)428 467 467 341 102 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 80 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 13: Great Plains Blvd & W 78th St Movement WB WB NB NB SB SB Directions Served L R T TR L T Maximum Queue (ft)81 109 77 84 186 177 Average Queue (ft)37 42 33 23 92 64 95th Queue (ft)70 80 66 61 157 126 Link Distance (ft)622 295 295 467 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 145 Storage Blk Time (%)1 2 1 1 Queuing Penalty (veh)3 1 2 1 205 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 10 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB SB Directions Served LT R LTR L L TR Maximum Queue (ft)40 70 68 41 33 8 Average Queue (ft)17 25 24 6 6 0 95th Queue (ft)41 48 53 27 25 4 Link Distance (ft)308 164 295 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 15: Great Plains Blvd & W 79th St Movement EB WB WB NB SB Directions Served LTR L TR LT L Maximum Queue (ft)38 43 34 15 24 Average Queue (ft)14 9 9 0 4 95th Queue (ft)38 31 31 6 17 Link Distance (ft)256 400 126 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 16: Great Plains Blvd & W 79th St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L T LT TR Maximum Queue (ft)110 183 29 111 165 50 25 Average Queue (ft)31 51 4 32 21 7 2 95th Queue (ft)113 141 20 80 112 36 14 Link Distance (ft)356 230 194 126 126 Upstream Blk Time (%)0 Queuing Penalty (veh)1 Storage Bay Dist (ft)195 65 Storage Blk Time (%)1 1 4 1 Queuing Penalty (veh)1 1 13 1 206 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen No Build AM SimTraffic Report Page 11 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB EB WB WB WB NB NB NB NB SB Directions Served L T T R L T T L L T R L Maximum Queue (ft)270 1281 1303 1337 208 403 418 92 121 178 113 282 Average Queue (ft)129 220 302 55 92 215 203 14 58 64 36 206 95th Queue (ft)241 760 963 488 185 387 389 50 114 130 89 300 Link Distance (ft)1299 1299 1299 1898 1898 430 430 194 Upstream Blk Time (%)0 0 0 30 Queuing Penalty (veh)0 1 3 53 Storage Bay Dist (ft)635 530 135 115 Storage Blk Time (%)0 1 4 1 Queuing Penalty (veh)0 0 3 0 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement SB SB Directions Served T R Maximum Queue (ft)144 126 Average Queue (ft)38 32 95th Queue (ft)98 80 Link Distance (ft)194 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 Storage Blk Time (%)7 3 Queuing Penalty (veh)6 1 Network Summary Network wide Queuing Penalty: 254 207 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 1 1: Powers Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.4 0.4 3.5 0.0 0.0 0.3 2.6 0.2 0.4 3.2 0.2 3.0 Total Del/Veh (s)40.2 40.9 7.6 37.4 34.7 8.2 45.7 25.0 6.5 47.4 17.2 3.0 1: Powers Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)24.3 2: W Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.7 0.4 0.7 0.2 4.2 4.1 Total Del/Veh (s)11.3 7.9 3.7 12.0 8.7 3.6 21.6 14.7 5.1 19.5 21.1 4.9 2: W Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)9.3 3: E Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.1 Total Del/Veh (s)4.5 1.5 1.3 6.7 1.8 1.7 16.1 15.5 6.6 16.9 14.8 5.8 3: E Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)3.5 4: Kerber Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.2 0.5 0.0 0.0 Total Del/Veh (s)14.3 7.7 4.2 10.6 10.4 8.0 23.1 20.5 4.9 32.7 20.5 4.2 4: Kerber Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)12.1 208 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 2 5: Kerber Blvd & North City Center Dr Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.2 0.2 0.1 Total Del/Veh (s)7.1 9.5 3.8 7.6 4.6 2.5 1.2 0.7 2.7 0.3 0.7 1.3 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1 Total Del/Veh (s)13.4 16.7 5.4 16.2 9.8 6.3 39.5 18.7 10.8 26.2 18.0 7.5 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)16.4 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.9 1.0 4.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s)40.8 33.9 11.1 29.0 24.7 14.1 6.5 2.5 0.4 4.8 1.6 0.7 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)6.6 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.2 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)28.4 35.1 7.9 32.2 14.8 6.5 2.8 1.4 6.3 1.3 0.7 4.4 9: Market Blvd & W 79th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)355.9 363.9 0.0 0.0 0.1 0.0 56.8 Total Del/Veh (s)579.9 254.7 8.1 8.2 18.0 22.8 66.9 209 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 3 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)5.3 5.3 4.6 0.2 0.1 0.3 52.0 48.3 49.9 0.1 0.2 0.0 Total Del/Veh (s)135.0 101.7 57.1 93.3 86.3 38.4 315.4 200.1 36.4 139.1 148.1 6.7 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)9.7 Total Del/Veh (s)108.0 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.9 3.8 0.4 0.4 Total Del/Veh (s)10.2 9.1 6.1 10.0 5.9 4.6 28.5 28.5 12.6 26.9 26.2 7.3 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)9.7 12: Retail Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0 Total Del/Veh (s)6.1 2.1 1.5 5.4 1.4 0.9 18.6 8.6 16.5 4.7 3.0 13: Great Plains Blvd & W 78th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)3.4 0.6 0.0 0.0 0.0 0.0 0.4 Total Del/Veh (s)22.3 7.1 22.6 7.0 18.1 16.7 15.0 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.0 0.0 0.1 Total Del/Veh (s)13.6 4.1 11.7 13.7 5.3 3.4 0.4 0.2 4.7 1.2 1.1 2.1 15: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBR WBL WBT WBR NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 4.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)12.4 4.2 15.3 12.6 4.0 0.7 0.2 4.8 0.8 0.2 1.3 210 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 4 16: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)600.2 486.1 617.0 685.4 665.5 587.6 2.3 1.8 2.1 0.0 0.0 0.0 Total Del/Veh (s)630.8 708.8 359.0 801.0 865.9 851.1 49.4 23.0 19.0 17.2 9.5 0.7 16: Great Plains Blvd & W 79th St Performance by movement Movement All Denied Del/Veh (s)131.0 Total Del/Veh (s)102.4 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 30.7 27.8 28.4 6.3 7.7 9.2 6.9 0.8 3.3 Total Del/Veh (s)743.5 34.1 15.4 154.5 134.4 77.4 76.3 174.3 66.0 165.0 87.2 63.9 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)15.4 Total Del/Veh (s)106.8 Total Network Performance Denied Del/Veh (s)36.7 Total Del/Veh (s)147.0 211 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 5 Intersection: 1: Powers Blvd & W 78th St Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T R L LT T R L T T R L Maximum Queue (ft)98 161 82 209 207 144 109 102 266 221 171 222 Average Queue (ft)36 85 20 100 118 58 46 41 161 105 72 113 95th Queue (ft)78 142 60 165 180 112 86 84 241 201 135 193 Link Distance (ft)996 538 538 453 453 453 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 185 290 185 300 240 Storage Blk Time (%)0 0 0 0 0 Queuing Penalty (veh)0 0 0 0 1 Intersection: 1: Powers Blvd & W 78th St Movement SB SB SB Directions Served T T R Maximum Queue (ft)174 117 36 Average Queue (ft)82 40 9 95th Queue (ft)149 90 25 Link Distance (ft)556 556 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)310 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 2: W Target Entrance & W 78th St Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served L T T R L T TR L TR L TR Maximum Queue (ft)88 110 99 84 97 173 161 132 167 49 51 Average Queue (ft)33 46 48 41 23 66 56 76 38 11 18 95th Queue (ft)67 91 91 71 61 138 116 125 106 36 44 Link Distance (ft)538 538 311 311 314 359 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)155 145 135 80 50 Storage Blk Time (%)0 0 1 8 0 1 0 Queuing Penalty (veh)0 0 0 7 0 0 0 212 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 6 Intersection: 3: E Target Entrance & W 78th St Movement EB EB EB WB WB NB SB Directions Served L T TR L TR LTR LTR Maximum Queue (ft)31 12 28 76 9 112 85 Average Queue (ft)9 0 1 32 0 52 37 95th Queue (ft)32 6 11 65 5 91 69 Link Distance (ft)311 311 642 309 88 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)140 135 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Kerber Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft)74 126 130 91 192 222 58 84 218 158 Average Queue (ft)26 59 59 21 83 107 16 30 125 28 95th Queue (ft)58 109 111 63 151 193 43 62 197 101 Link Distance (ft)642 642 508 508 426 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)125 85 55 165 Storage Blk Time (%)0 0 0 6 0 1 3 0 Queuing Penalty (veh)0 0 1 2 0 0 2 0 Intersection: 5: Kerber Blvd & North City Center Dr Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft)46 40 33 69 Average Queue (ft)20 16 1 4 95th Queue (ft)45 42 12 29 Link Distance (ft)475 175 568 343 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 213 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 7 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft)150 276 120 145 146 153 309 237 34 89 Average Queue (ft)24 141 60 70 62 73 185 77 7 35 95th Queue (ft)81 236 100 114 123 139 305 153 29 68 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%)1 0 Queuing Penalty (veh)5 0 Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 25 8 4 0 1 Queuing Penalty (veh)1 9 20 9 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR LT TR LT R Maximum Queue (ft)211 122 108 142 28 111 13 Average Queue (ft)59 48 37 45 1 13 1 95th Queue (ft)149 97 80 113 14 57 8 Link Distance (ft)288 148 219 219 296 296 Upstream Blk Time (%)2 0 0 Queuing Penalty (veh)0 0 0 Storage Bay Dist (ft)100 Storage Blk Time (%)6 1 Queuing Penalty (veh)8 1 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft)100 132 160 45 122 Average Queue (ft)46 50 49 2 26 95th Queue (ft)87 101 116 31 85 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%)2 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 214 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 8 Intersection: 9: Market Blvd & W 79th St Movement WB WB NB NB SB SB SB Directions Served L R T TR L T T Maximum Queue (ft)310 823 187 246 226 381 371 Average Queue (ft)279 588 16 31 58 122 113 95th Queue (ft)380 1079 106 171 164 326 311 Link Distance (ft)783 244 244 512 512 Upstream Blk Time (%)58 0 2 0 0 Queuing Penalty (veh)0 1 8 0 0 Storage Bay Dist (ft)260 175 Storage Blk Time (%)82 0 12 Queuing Penalty (veh)105 0 10 Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB WB WB WB WB WB NB NB NB Directions Served L T T R L L T T R L T T Maximum Queue (ft)664 1762 1756 410 212 670 981 1040 545 325 890 875 Average Queue (ft)307 745 753 219 112 297 698 725 344 317 699 631 95th Queue (ft)641 1884 1886 556 183 729 909 954 774 366 1076 1051 Link Distance (ft)3018 3018 1299 1299 914 914 Upstream Blk Time (%)3 3 22 4 Queuing Penalty (veh)0 0 0 0 Storage Bay Dist (ft)625 290 475 475 400 255 Storage Blk Time (%)16 39 38 43 76 34 29 Queuing Penalty (veh)31 103 95 121 146 87 77 Intersection: 10: Market Blvd & Arboretum Blvd Movement NB SB SB SB SB Directions Served R L T T R Maximum Queue (ft)320 240 345 330 317 Average Queue (ft)125 219 304 277 14 95th Queue (ft)431 287 364 352 119 Link Distance (ft)244 244 244 Upstream Blk Time (%)17 52 42 Queuing Penalty (veh)0 135 110 Storage Bay Dist (ft)320 240 Storage Blk Time (%)21 52 Queuing Penalty (veh)41 108 215 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 9 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft)136 260 61 126 154 121 96 126 Average Queue (ft)35 95 24 54 61 71 40 51 95th Queue (ft)89 205 53 104 117 119 75 91 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 5 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 8 0 1 2 3 Queuing Penalty (veh)1 7 0 1 3 2 Intersection: 12: Retail Entrance & W 78th St Movement EB EB WB WB WB NB SB Directions Served L TR L T TR LTR LTR Maximum Queue (ft)39 58 58 9 43 103 38 Average Queue (ft)11 4 20 1 3 47 12 95th Queue (ft)33 28 50 9 17 81 36 Link Distance (ft)428 467 467 341 102 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 80 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 Intersection: 13: Great Plains Blvd & W 78th St Movement WB WB NB NB SB SB Directions Served L R T TR L T Maximum Queue (ft)109 190 169 200 199 283 Average Queue (ft)51 81 84 92 124 86 95th Queue (ft)91 157 145 180 201 184 Link Distance (ft)622 295 295 467 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)70 145 Storage Blk Time (%)5 9 5 2 Queuing Penalty (veh)18 8 9 5 216 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 10 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB SB Directions Served LT R LTR L L TR Maximum Queue (ft)31 52 71 49 26 12 Average Queue (ft)12 23 30 14 5 0 95th Queue (ft)34 43 60 40 23 3 Link Distance (ft)308 164 295 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 15: Great Plains Blvd & W 79th St Movement EB WB WB NB SB SB Directions Served LTR L TR TR L T Maximum Queue (ft)34 43 34 2 23 65 Average Queue (ft)10 13 16 0 2 4 95th Queue (ft)33 37 41 1 12 31 Link Distance (ft)256 400 126 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)110 110 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 16: Great Plains Blvd & W 79th St Movement EB EB WB NB NB NB SB SB Directions Served LT R LTR L T R LT TR Maximum Queue (ft)394 290 245 129 278 60 171 50 Average Queue (ft)350 247 191 67 175 6 58 4 95th Queue (ft)453 391 305 114 350 33 139 29 Link Distance (ft)356 230 194 126 126 Upstream Blk Time (%)81 64 28 3 0 Queuing Penalty (veh)0 0 199 6 0 Storage Bay Dist (ft)195 65 40 Storage Blk Time (%)52 67 30 8 0 Queuing Penalty (veh)82 50 156 20 1 217 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen No Build PM SimTraffic Report Page 11 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB EB WB WB WB WB NB NB NB NB Directions Served L T T R L T T R L L T R Maximum Queue (ft)766 1312 1310 812 700 1813 1816 1692 170 285 395 180 Average Queue (ft)498 528 521 318 382 1357 1362 941 50 118 204 125 95th Queue (ft)885 1398 1425 1229 829 2216 2223 2287 137 239 422 220 Link Distance (ft)1299 1299 1299 1898 1898 1898 430 430 Upstream Blk Time (%)1 4 1 15 19 12 1 7 Queuing Penalty (veh)4 23 5 0 0 0 0 0 Storage Bay Dist (ft)635 530 135 115 Storage Blk Time (%)38 1 36 1 7 40 13 Queuing Penalty (veh)308 1 56 1 5 65 14 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement SB SB SB Directions Served L T R Maximum Queue (ft)290 229 135 Average Queue (ft)265 94 79 95th Queue (ft)306 203 148 Link Distance (ft)194 194 Upstream Blk Time (%)77 2 Queuing Penalty (veh)169 5 Storage Bay Dist (ft)65 Storage Blk Time (%)22 25 Queuing Penalty (veh)28 21 Network Summary Network wide Queuing Penalty: 2522 218 SimTraffic Performance Report /10/27/2023 Downtown Chanhassen Market Boulevard 3-Lane Build AM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 4.2 0.1 0.1 Total Del/Veh (s)9.2 12.7 5.6 12.4 6.5 4.4 21.7 12.3 6.2 21.7 17.2 5.1 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)10.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 4.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)12.6 4.2 9.8 12.3 4.1 0.8 0.4 3.0 0.8 0.7 1.8 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)10.0 4.2 10.4 6.5 3.5 0.6 0.5 3.3 0.3 0.1 1.7 Total Zone Performance Denied Del/Veh (s)0.8 Total Del/Veh (s)246.5 219 Queuing and Blocking Report /10/27/2023 Downtown Chanhassen Market Boulevard 3-Lane Build AM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T TR L T R L TR Maximum Queue (ft)55 198 162 129 121 78 204 96 117 33 44 Average Queue (ft)10 84 57 54 36 26 75 17 41 5 14 95th Queue (ft)41 154 114 98 86 61 148 60 85 22 35 Link Distance (ft)519 331 331 296 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)11 2 3 1 0 0 0 Queuing Penalty (veh)30 7 4 1 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L R Maximum Queue (ft)67 28 37 35 1 22 20 Average Queue (ft)22 10 14 6 0 2 1 95th Queue (ft)50 29 38 24 1 14 11 Link Distance (ft)283 153 217 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 100 75 70 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR L R L Maximum Queue (ft)31 76 48 4 50 Average Queue (ft)9 33 14 0 6 95th Queue (ft)30 61 42 3 28 Link Distance (ft)73 690 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)160 160 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 43 220 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen Market Boulevard 3-Lane Build PM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 3.8 0.2 0.2 Total Del/Veh (s)21.0 23.3 11.7 21.3 15.1 9.2 39.7 19.0 10.6 23.2 20.1 10.0 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)20.8 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.7 1.0 3.8 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)45.4 51.0 10.2 28.4 28.2 19.4 5.7 2.7 1.6 5.8 1.3 1.1 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)6.9 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 1.9 0.7 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)33.8 37.4 13.7 41.3 18.9 6.4 0.9 0.6 5.5 0.8 0.4 4.2 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)664.9 221 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Market Boulevard 3-Lane Build PM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T TR L T R L TR Maximum Queue (ft)164 511 165 160 140 152 225 310 144 41 106 Average Queue (ft)29 198 107 75 76 67 178 98 52 6 34 95th Queue (ft)92 384 194 131 131 123 254 297 104 25 74 Link Distance (ft)519 331 331 296 330 Upstream Blk Time (%)0 3 Queuing Penalty (veh)1 20 Storage Bay Dist (ft)65 65 75 200 150 65 Storage Blk Time (%)0 34 6 10 9 15 0 0 3 Queuing Penalty (veh)0 115 24 23 18 37 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L R Maximum Queue (ft)200 130 110 124 219 33 16 Average Queue (ft)63 49 42 25 17 7 1 95th Queue (ft)141 102 85 67 104 28 8 Link Distance (ft)283 153 217 Upstream Blk Time (%)0 0 0 Queuing Penalty (veh)0 0 2 Storage Bay Dist (ft)100 100 75 70 Storage Blk Time (%)5 1 0 2 Queuing Penalty (veh)8 1 0 2 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T R L T R Maximum Queue (ft)87 130 89 37 11 50 5 5 Average Queue (ft)44 47 36 2 0 14 0 0 95th Queue (ft)80 99 72 19 5 39 3 3 Link Distance (ft)73 690 296 217 Upstream Blk Time (%)5 Queuing Penalty (veh)0 Storage Bay Dist (ft)160 160 95 120 Storage Blk Time (%)0 Queuing Penalty (veh)0 Zone Summary Zone wide Queuing Penalty: 253 222 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen Market Boulevard 5 Lane Build AM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 3.9 0.1 0.1 Total Del/Veh (s)10.8 12.6 5.4 10.9 6.6 3.6 20.1 12.5 5.5 14.2 15.8 5.0 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)9.8 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 4.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 Total Del/Veh (s)10.8 3.6 8.2 10.5 3.8 0.5 0.4 3.1 0.8 0.7 1.4 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)9.7 3.0 10.6 5.0 3.4 1.1 1.2 2.8 0.2 0.2 1.7 Total Zone Performance Denied Del/Veh (s)0.8 Total Del/Veh (s)229.2 223 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen Market Boulevard 5 Lane Build AM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB NB NB NB SB SB Directions Served L T R L TR L T R L TR Maximum Queue (ft)116 234 144 114 134 176 104 113 35 54 Average Queue (ft)11 85 54 53 51 70 15 41 5 18 95th Queue (ft)53 172 107 93 106 141 63 79 23 45 Link Distance (ft)507 330 293 293 342 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)65 65 75 200 65 Storage Blk Time (%)0 11 2 2 2 0 0 0 Queuing Penalty (veh)0 29 6 5 4 0 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB NB SB SB SB Directions Served LT R LTR L T TR L T TR Maximum Queue (ft)67 35 38 32 3 0 26 3 5 Average Queue (ft)22 11 13 6 0 0 2 0 0 95th Queue (ft)52 35 36 25 2 0 14 0 3 Link Distance (ft)280 141 218 218 293 293 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 100 75 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB SB Directions Served LTR LTR L TR L TR Maximum Queue (ft)26 94 52 4 49 4 Average Queue (ft)8 40 9 0 5 0 95th Queue (ft)28 73 34 3 27 3 Link Distance (ft)73 687 501 218 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)160 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 44 224 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen Market Boulevard 5 Lane Build PM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 3.9 0.2 0.2 Total Del/Veh (s)19.0 21.1 9.8 23.5 15.4 13.2 32.5 16.6 8.2 27.3 17.1 7.4 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)18.6 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.7 0.7 3.8 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)32.5 44.9 6.7 22.1 23.9 9.3 5.5 1.0 0.5 4.7 1.1 0.9 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)4.5 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 1.8 0.6 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Total Del/Veh (s)22.3 27.1 7.8 23.8 12.1 6.4 1.3 1.3 5.2 0.6 0.4 3.2 Total Zone Performance Denied Del/Veh (s)1.3 Total Del/Veh (s)570.4 225 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen Market Boulevard 5 Lane Build PM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB NB NB NB SB SB Directions Served L T R L TR L T R L TR Maximum Queue (ft)143 438 165 174 312 224 296 137 47 74 Average Queue (ft)29 191 103 84 143 168 58 54 11 35 95th Queue (ft)93 376 193 157 259 241 209 104 37 68 Link Distance (ft)507 330 293 293 342 Upstream Blk Time (%)0 0 1 Queuing Penalty (veh)2 1 2 Storage Bay Dist (ft)65 65 75 200 65 Storage Blk Time (%)0 31 5 9 19 7 0 1 Queuing Penalty (veh)2 106 20 47 39 3 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB NB SB SB Directions Served LT R LTR L T TR L TR Maximum Queue (ft)168 128 87 68 27 0 31 20 Average Queue (ft)57 50 32 24 2 0 6 1 95th Queue (ft)123 97 67 53 20 0 25 10 Link Distance (ft)280 141 218 218 293 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 100 75 Storage Blk Time (%)4 0 0 0 Queuing Penalty (veh)6 0 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft)86 108 92 4 18 46 18 19 Average Queue (ft)41 44 30 0 1 14 1 1 95th Queue (ft)72 82 67 3 10 42 13 12 Link Distance (ft)73 687 501 501 218 218 Upstream Blk Time (%)2 Queuing Penalty (veh)0 Storage Bay Dist (ft)160 95 Storage Blk Time (%)0 Queuing Penalty (veh)0 Zone Summary Zone wide Queuing Penalty: 228 226 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 1 1: Powers Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)4.1 0.2 3.8 0.0 0.0 0.0 3.4 0.1 0.2 3.3 0.2 3.3 Total Del/Veh (s)43.7 48.6 6.3 40.7 25.4 5.0 49.3 15.9 3.6 47.7 10.2 1.6 1: Powers Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)19.0 2: W Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.1 4.1 0.1 0.1 4.0 4.4 0.2 Total Del/Veh (s)5.4 3.1 1.9 6.5 4.0 2.0 12.1 3.2 19.1 10.5 3.7 4.2 3: E Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.1 Total Del/Veh (s)3.7 0.9 0.6 4.5 1.6 1.4 8.7 11.3 4.1 8.2 9.0 3.3 3: E Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)2.0 4: Kerber Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.2 0.3 0.0 0.0 Total Del/Veh (s)9.5 7.6 4.6 9.5 7.5 3.1 17.1 17.0 4.5 26.6 17.3 3.7 4: Kerber Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)11.2 227 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 2 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.1 Total Del/Veh (s)10.7 12.8 6.1 11.7 7.0 4.4 19.7 13.4 6.2 23.9 16.8 4.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.1 Total Del/Veh (s)10.1 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.1 0.2 0.2 0.0 0.0 0.7 2.2 0.9 3.8 0.4 0.3 Total Del/Veh (s)9.5 8.0 5.1 9.5 8.0 4.6 23.3 24.1 13.4 22.5 21.2 6.8 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)10.3 12: Retail Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 Total Del/Veh (s)3.8 1.3 1.4 4.7 1.1 1.1 11.4 4.1 9.8 2.7 1.6 13: Great Plains Blvd & W 78th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)3.7 0.4 0.0 0.2 0.2 0.0 0.5 Total Del/Veh (s)17.2 5.7 13.0 2.4 13.4 12.9 10.4 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.0 0.0 0.0 0.2 0.0 0.0 0.3 Total Del/Veh (s)7.6 3.4 7.8 3.9 3.2 0.6 0.2 3.5 1.7 1.6 2.2 15: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 4.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)7.5 9.9 7.6 14.9 3.1 2.9 0.5 0.2 4.3 2.7 0.5 2.1 228 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 3 16: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)149.6 105.0 120.3 0.1 0.1 0.0 0.2 0.0 0.6 0.0 23.2 Total Del/Veh (s)40.7 56.7 245.3 19.9 7.8 5.1 6.2 56.7 29.6 0.2 45.3 Total Zone Performance Denied Del/Veh (s)8.4 Total Del/Veh (s)380.0 229 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 4 Intersection: 1: Powers Blvd & W 78th St Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T R L L T R L T T R L Maximum Queue (ft)65 154 31 114 130 74 50 60 169 123 90 132 Average Queue (ft)23 72 7 34 61 28 22 11 80 28 29 62 95th Queue (ft)56 135 28 83 104 65 44 37 143 89 60 114 Link Distance (ft)1010 538 453 453 453 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 185 290 290 185 300 240 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 1: Powers Blvd & W 78th St Movement SB SB SB Directions Served T T R Maximum Queue (ft)154 131 34 Average Queue (ft)70 31 5 95th Queue (ft)126 85 21 Link Distance (ft)568 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)310 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: W Target Entrance & W 78th St Movement EB EB EB WB WB NB NB SB SB Directions Served L T R L TR L TR L TR Maximum Queue (ft)44 96 46 29 133 44 25 48 22 Average Queue (ft)17 30 9 4 47 13 9 11 7 95th Queue (ft)41 79 33 18 104 36 27 33 21 Link Distance (ft)538 315 326 372 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)155 145 135 80 50 Storage Blk Time (%)0 1 0 Queuing Penalty (veh)0 0 0 230 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 5 Intersection: 3: E Target Entrance & W 78th St Movement EB EB WB NB SB Directions Served L TR L LTR LTR Maximum Queue (ft)35 9 65 60 45 Average Queue (ft)4 0 11 28 22 95th Queue (ft)22 5 40 51 46 Link Distance (ft)315 321 100 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)140 135 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Kerber Blvd & W 78th St Movement EB EB WB WB WB NB NB SB SB Directions Served L TR L T R L TR L TR Maximum Queue (ft)92 169 60 147 61 39 83 196 59 Average Queue (ft)16 75 21 66 22 5 25 102 13 95th Queue (ft)55 144 51 125 52 22 63 167 37 Link Distance (ft)644 519 438 566 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)125 85 130 55 165 Storage Blk Time (%)1 0 3 0 1 1 Queuing Penalty (veh)0 0 4 0 0 0 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB NB NB NB SB SB Directions Served L T R L TR L T R L TR Maximum Queue (ft)64 213 162 156 205 153 56 135 31 54 Average Queue (ft)12 83 59 58 55 67 14 46 5 17 95th Queue (ft)44 159 117 110 127 124 44 97 24 44 Link Distance (ft)519 330 296 342 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 65 75 200 200 65 Storage Blk Time (%)0 12 3 3 3 0 Queuing Penalty (veh)0 31 8 8 4 0 231 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 6 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB NB SB SB Directions Served L TR L TR LTR L TR Maximum Queue (ft)151 206 79 171 117 86 161 Average Queue (ft)36 70 19 62 69 35 55 95th Queue (ft)97 151 55 134 116 72 109 Link Distance (ft)330 429 102 322 Upstream Blk Time (%)4 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)1 5 3 2 3 Queuing Penalty (veh)3 5 1 4 2 Intersection: 12: Retail Entrance & W 78th St Movement EB EB WB WB NB SB Directions Served L TR L TR LTR LTR Maximum Queue (ft)32 28 25 14 30 38 Average Queue (ft)5 1 2 0 13 11 95th Queue (ft)23 16 12 7 36 36 Link Distance (ft)429 459 341 114 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 80 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 13: Great Plains Blvd & W 78th St Movement WB WB NB NB SB SB Directions Served L R T R L T Maximum Queue (ft)109 114 121 114 178 126 Average Queue (ft)38 48 51 9 81 60 95th Queue (ft)79 95 97 53 147 107 Link Distance (ft)629 299 459 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 60 145 Storage Blk Time (%)2 2 4 0 1 0 Queuing Penalty (veh)4 2 6 0 2 0 232 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen W 78th St Build AM SimTraffic Report Page 7 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB SB Directions Served LT R LTR L L TR Maximum Queue (ft)47 51 63 51 28 4 Average Queue (ft)21 22 24 8 4 0 95th Queue (ft)43 42 50 33 20 3 Link Distance (ft)321 177 218 299 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 15: Great Plains Blvd & W 79th St Movement EB WB WB NB SB SB SB Directions Served LTR L TR LT L T TR Maximum Queue (ft)38 42 34 14 28 84 32 Average Queue (ft)14 9 10 1 4 12 3 95th Queue (ft)39 33 33 7 18 62 40 Link Distance (ft)256 400 133 218 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)110 110 110 Storage Blk Time (%)1 Queuing Penalty (veh)1 Intersection: 16: Great Plains Blvd & W 79th St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L T LT TR Maximum Queue (ft)381 290 38 62 32 152 102 Average Queue (ft)194 182 6 18 1 86 7 95th Queue (ft)461 352 25 47 14 176 49 Link Distance (ft)361 230 177 133 133 Upstream Blk Time (%)30 14 0 Queuing Penalty (veh)0 21 0 Storage Bay Dist (ft)195 65 Storage Blk Time (%)6 47 0 0 Queuing Penalty (veh)8 18 0 0 Zone Summary Zone wide Queuing Penalty: 135 233 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 1 1: Powers Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.5 0.3 3.6 0.0 0.0 0.2 2.6 0.2 0.4 3.2 0.2 3.3 Total Del/Veh (s)38.2 42.7 8.4 36.9 33.2 8.8 46.9 25.2 7.7 60.5 17.7 3.5 1: Powers Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)25.4 2: W Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.0 0.1 3.6 0.6 0.7 0.4 4.3 4.1 Total Del/Veh (s)13.3 9.3 4.3 14.2 11.1 7.9 25.6 21.0 7.6 25.3 25.9 8.7 2: W Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)11.5 3: E Target Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.1 0.3 0.1 Total Del/Veh (s)6.0 2.0 1.5 7.6 2.7 2.0 32.3 26.0 15.0 23.1 23.0 9.0 3: E Target Entrance & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)5.6 4: Kerber Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.0 0.0 4.0 0.3 0.3 0.5 0.0 0.1 Total Del/Veh (s)16.5 11.0 7.9 14.0 14.3 6.3 21.8 24.3 8.5 33.0 19.8 6.9 4: Kerber Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)14.3 234 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 2 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 3.9 0.1 0.2 Total Del/Veh (s)20.0 21.5 10.8 22.7 15.5 13.0 38.9 20.3 10.5 22.5 21.9 8.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)20.2 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.8 1.3 0.8 3.8 0.4 0.4 Total Del/Veh (s)13.8 10.0 7.4 12.0 10.3 8.1 29.3 41.2 16.8 27.4 24.6 9.0 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)12.3 12: Retail Entrance & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.0 Total Del/Veh (s)6.6 2.1 1.8 5.9 1.7 1.7 22.6 9.6 18.7 9.4 3.4 13: Great Plains Blvd & W 78th St Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s)3.3 0.6 0.0 0.1 0.0 0.0 0.4 Total Del/Veh (s)25.4 9.8 21.5 4.9 20.1 17.1 15.9 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Total Del/Veh (s)12.1 6.3 13.8 12.6 6.3 3.7 0.6 0.2 4.8 2.0 1.4 2.6 15: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBR WBL WBT WBR NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 4.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)13.4 15.2 25.3 11.9 4.1 0.7 0.3 4.5 6.0 0.6 3.6 235 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 3 16: Great Plains Blvd & W 79th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)839.2 610.7 796.5 461.1 360.1 576.0 0.1 0.1 0.1 0.2 0.0 0.0 Total Del/Veh (s)108.5 64.2 496.3 771.3 408.4 631.2 11.7 7.6 7.1 45.8 38.7 0.9 16: Great Plains Blvd & W 79th St Performance by movement Movement All Denied Del/Veh (s)158.2 Total Del/Veh (s)76.6 Total Zone Performance Denied Del/Veh (s)50.9 Total Del/Veh (s)970.2 236 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 4 Intersection: 1: Powers Blvd & W 78th St Movement EB EB EB WB WB WB WB NB NB NB NB SB Directions Served L T R L L T R L T T R L Maximum Queue (ft)74 207 61 197 209 169 142 108 263 225 175 253 Average Queue (ft)32 89 17 99 119 67 48 40 163 109 81 116 95th Queue (ft)67 160 49 167 182 127 100 87 249 209 149 220 Link Distance (ft)1010 538 453 453 453 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)180 185 290 290 185 300 240 Storage Blk Time (%)1 0 0 0 2 Queuing Penalty (veh)1 0 0 0 4 Intersection: 1: Powers Blvd & W 78th St Movement SB SB SB Directions Served T T R Maximum Queue (ft)185 136 34 Average Queue (ft)90 47 10 95th Queue (ft)164 104 26 Link Distance (ft)568 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)310 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 2: W Target Entrance & W 78th St Movement EB EB EB WB WB NB NB SB SB Directions Served L T R L TR L TR L TR Maximum Queue (ft)109 229 174 160 293 134 203 56 63 Average Queue (ft)38 93 46 31 123 80 50 12 18 95th Queue (ft)78 178 102 87 227 130 128 39 40 Link Distance (ft)538 315 326 372 Upstream Blk Time (%)0 Queuing Penalty (veh)1 Storage Bay Dist (ft)155 145 135 80 50 Storage Blk Time (%)2 7 11 0 1 1 Queuing Penalty (veh)7 4 9 0 1 0 237 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 5 Intersection: 3: E Target Entrance & W 78th St Movement EB EB WB WB NB SB Directions Served L TR L TR LTR LTR Maximum Queue (ft)62 30 83 29 179 83 Average Queue (ft)14 2 33 1 70 38 95th Queue (ft)45 14 71 15 137 68 Link Distance (ft)315 644 321 100 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)140 135 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Kerber Blvd & W 78th St Movement EB EB WB WB WB NB NB SB SB Directions Served L TR L T R L TR L TR Maximum Queue (ft)142 281 162 363 259 52 97 220 104 Average Queue (ft)37 126 29 160 74 17 37 119 21 95th Queue (ft)89 223 96 295 187 45 79 198 72 Link Distance (ft)644 519 438 566 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)125 85 130 55 165 Storage Blk Time (%)7 0 18 0 1 3 3 Queuing Penalty (veh)4 0 65 1 1 1 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB NB NB NB SB SB Directions Served L T R L TR L T R L TR Maximum Queue (ft)165 422 165 175 324 224 313 146 40 93 Average Queue (ft)29 183 106 92 159 174 84 56 7 38 95th Queue (ft)88 356 196 174 285 247 276 110 29 79 Link Distance (ft)519 330 296 342 Upstream Blk Time (%)0 0 4 Queuing Penalty (veh)1 2 24 Storage Bay Dist (ft)65 65 75 200 200 65 Storage Blk Time (%)0 31 6 8 20 13 0 0 2 Queuing Penalty (veh)2 106 25 39 41 32 0 0 0 238 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 6 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB NB SB SB Directions Served L TR L TR LTR L TR Maximum Queue (ft)158 293 179 304 117 88 111 Average Queue (ft)46 105 34 129 81 38 55 95th Queue (ft)115 233 95 231 130 74 93 Link Distance (ft)330 429 102 322 Upstream Blk Time (%)0 7 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)1 9 0 14 2 3 Queuing Penalty (veh)3 8 0 8 3 2 Intersection: 12: Retail Entrance & W 78th St Movement EB EB WB WB NB SB Directions Served L TR L TR LTR LTR Maximum Queue (ft)39 46 67 71 132 42 Average Queue (ft)12 3 23 4 47 15 95th Queue (ft)35 18 50 27 89 39 Link Distance (ft)429 459 341 114 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)70 80 Storage Blk Time (%)0 0 Queuing Penalty (veh)0 0 Intersection: 13: Great Plains Blvd & W 78th St Movement WB WB NB NB SB SB Directions Served L R T R L T Maximum Queue (ft)150 220 261 120 199 305 Average Queue (ft)54 108 138 56 124 95 95th Queue (ft)109 186 224 153 200 209 Link Distance (ft)629 299 459 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)70 60 145 Storage Blk Time (%)6 14 28 0 5 2 Queuing Penalty (veh)22 13 48 0 10 6 239 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen W 78th St Build PM SimTraffic Report Page 7 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB SB Directions Served LT R LTR L L TR Maximum Queue (ft)31 63 61 57 41 77 Average Queue (ft)11 25 31 16 7 3 95th Queue (ft)33 49 57 46 28 37 Link Distance (ft)321 177 218 299 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 15: Great Plains Blvd & W 79th St Movement EB WB WB SB SB SB Directions Served LTR L TR L T TR Maximum Queue (ft)38 60 34 23 201 128 Average Queue (ft)12 17 15 2 26 9 95th Queue (ft)35 47 39 14 108 66 Link Distance (ft)256 400 218 Upstream Blk Time (%)1 Queuing Penalty (veh)3 Storage Bay Dist (ft)110 110 110 Storage Blk Time (%)1 2 0 Queuing Penalty (veh)0 4 0 Intersection: 16: Great Plains Blvd & W 79th St Movement EB EB WB NB NB NB SB SB Directions Served LT R LTR L T R LT TR Maximum Queue (ft)402 290 216 83 182 26 152 75 Average Queue (ft)344 265 159 30 24 1 116 6 95th Queue (ft)491 356 296 68 122 12 177 44 Link Distance (ft)361 230 177 133 133 Upstream Blk Time (%)87 46 1 23 0 Queuing Penalty (veh)0 0 8 43 0 Storage Bay Dist (ft)195 65 40 Storage Blk Time (%)0 91 1 1 0 Queuing Penalty (veh)1 66 5 2 0 Zone Summary Zone wide Queuing Penalty: 634 240 SimTraffic Performance Report Baseline 10/31/2023 Downtown Chanhassen TH 5 Additional Turn Lanes Build AM SimTraffic Report Page 1 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)1.6 0.5 1.4 0.0 0.0 0.0 3.5 1.3 3.4 0.0 0.6 0.0 Total Del/Veh (s)94.5 36.7 14.4 72.9 11.9 8.9 123.5 200.2 13.3 72.4 91.1 2.1 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.8 Total Del/Veh (s)45.7 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 2.1 0.5 2.0 0.6 0.4 3.8 0.3 0.2 0.5 Total Del/Veh (s)86.8 24.5 13.9 97.7 22.1 6.3 76.7 92.6 63.9 73.0 65.5 19.2 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)31.0 Total Zone Performance Denied Del/Veh (s)1.2 Total Del/Veh (s)1902.6 241 Queuing and Blocking Report Baseline 10/31/2023 Downtown Chanhassen TH 5 Additional Turn Lanes Build AM SimTraffic Report Page 2 Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB EB WB WB WB WB NB NB NB Directions Served L L T T R L L T T L L T Maximum Queue (ft)254 340 711 723 410 162 171 116 134 266 325 687 Average Queue (ft)78 46 370 374 93 82 92 40 49 137 218 361 95th Queue (ft)181 180 640 642 377 148 151 94 110 252 362 696 Link Distance (ft)3018 3018 1286 1286 914 Upstream Blk Time (%)2 Queuing Penalty (veh)0 Storage Bay Dist (ft)625 625 290 475 475 255 255 Storage Blk Time (%)0 1 16 1 3 35 Queuing Penalty (veh)0 1 31 1 4 69 Intersection: 10: Market Blvd & Arboretum Blvd Movement NB NB SB SB SB SB Directions Served T R L L T T Maximum Queue (ft)685 320 134 149 212 211 Average Queue (ft)300 57 53 76 111 94 95th Queue (ft)629 286 111 130 184 169 Link Distance (ft)914 244 244 244 Upstream Blk Time (%)1 0 0 Queuing Penalty (veh)0 0 0 Storage Bay Dist (ft)320 100 Storage Blk Time (%)10 3 8 Queuing Penalty (veh)38 2 5 242 Queuing and Blocking Report Baseline 10/31/2023 Downtown Chanhassen TH 5 Additional Turn Lanes Build AM SimTraffic Report Page 3 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB EB WB WB WB WB NB NB NB NB Directions Served L T T R L L T T L L T R Maximum Queue (ft)258 1305 1279 1036 126 142 449 416 64 121 177 116 Average Queue (ft)113 275 300 37 23 55 227 201 8 45 53 39 95th Queue (ft)216 872 938 393 81 123 418 390 36 97 121 90 Link Distance (ft)1286 1286 1286 1905 1905 425 425 Upstream Blk Time (%)0 0 0 Queuing Penalty (veh)1 1 1 Storage Bay Dist (ft)635 530 530 135 115 Storage Blk Time (%)0 0 3 1 Queuing Penalty (veh)0 0 2 0 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement SB SB SB SB Directions Served L L T R Maximum Queue (ft)120 195 144 127 Average Queue (ft)96 132 49 37 95th Queue (ft)140 194 111 88 Link Distance (ft)181 181 Upstream Blk Time (%)4 0 Queuing Penalty (veh)7 1 Storage Bay Dist (ft)95 65 Storage Blk Time (%)16 25 13 3 Queuing Penalty (veh)17 26 11 2 Zone Summary Zone wide Queuing Penalty: 219 243 SimTraffic Performance Report 10/31/2023 Downtown Chanhassen TH 5 Additional Turn Lanes Build PM SimTraffic Report Page 1 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)2.2 1.4 1.8 0.3 0.2 0.3 2.8 0.7 2.9 0.0 0.0 0.0 Total Del/Veh (s)97.5 63.0 28.4 95.1 97.7 34.8 80.2 103.2 12.5 67.5 76.1 6.5 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.9 Total Del/Veh (s)73.6 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 90.9 93.0 93.9 18.5 20.5 19.6 0.2 0.0 0.2 Total Del/Veh (s)305.8 23.1 14.4 151.2 141.4 111.6 78.8 114.7 61.7 87.4 74.8 58.4 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)48.6 Total Del/Veh (s)93.7 Total Zone Performance Denied Del/Veh (s)44.6 Total Del/Veh (s)2300.6 244 Queuing and Blocking Report 10/31/2023 Downtown Chanhassen TH 5 Additional Turn Lanes Build PM SimTraffic Report Page 2 Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T R L L Maximum Queue (ft)231 495 1151 1170 410 197 670 1173 1212 670 258 324 Average Queue (ft)125 108 498 503 144 105 350 743 772 388 116 193 95th Queue (ft)212 295 1137 1142 465 185 810 1078 1137 931 211 325 Link Distance (ft)3018 3018 1286 1286 Upstream Blk Time (%)1 1 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)625 625 290 475 475 475 255 255 Storage Blk Time (%)0 5 28 40 43 0 0 Queuing Penalty (veh)0 10 74 101 121 0 0 Intersection: 10: Market Blvd & Arboretum Blvd Movement NB NB NB SB SB SB SB SB Directions Served T T R L L T T R Maximum Queue (ft)584 511 240 168 232 324 252 238 Average Queue (ft)287 248 28 87 112 209 187 37 95th Queue (ft)520 483 195 154 190 308 263 159 Link Distance (ft)914 914 244 244 244 244 Upstream Blk Time (%)0 0 1 5 1 0 Queuing Penalty (veh)0 0 2 10 2 1 Storage Bay Dist (ft)320 100 Storage Blk Time (%)18 4 2 10 22 Queuing Penalty (veh)47 10 3 10 23 245 Queuing and Blocking Report 10/31/2023 Downtown Chanhassen TH 5 Additional Turn Lanes Build PM SimTraffic Report Page 3 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB EB WB WB WB WB WB NB NB NB Directions Served L T T R L L T T R L L T Maximum Queue (ft)472 641 653 495 128 700 1947 1956 700 152 198 383 Average Queue (ft)286 214 224 35 60 379 1675 1696 562 49 102 150 95th Queue (ft)579 715 765 371 114 894 2249 2247 1014 137 181 321 Link Distance (ft)1286 1286 1286 1905 1905 425 425 Upstream Blk Time (%)3 3 0 17 22 5 Queuing Penalty (veh)16 19 0 0 0 0 Storage Bay Dist (ft)635 530 530 530 135 Storage Blk Time (%)7 32 34 5 0 5 19 Queuing Penalty (veh)61 50 166 57 0 4 31 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement NB SB SB SB SB Directions Served R L L T R Maximum Queue (ft)180 120 198 193 135 Average Queue (ft)101 93 132 97 88 95th Queue (ft)192 152 223 204 154 Link Distance (ft)181 181 Upstream Blk Time (%)10 6 Queuing Penalty (veh)23 13 Storage Bay Dist (ft)115 95 65 Storage Blk Time (%)13 26 31 24 31 Queuing Penalty (veh)14 30 37 30 26 Zone Summary Zone wide Queuing Penalty: 993 246 SimTraffic Performance Report 10/27/2023 Downtown Chanhassen TH 5 Additional Lanes AM SimTraffic Report Page 1 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)1.4 0.6 1.4 0.0 0.0 0.0 2.9 0.6 2.9 0.0 0.1 0.0 Total Del/Veh (s)86.4 51.0 16.7 64.9 30.7 12.2 72.1 90.6 5.8 60.0 77.2 3.7 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)45.4 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 1.7 0.6 1.7 0.6 0.8 3.6 0.4 0.0 0.7 Total Del/Veh (s)236.2 23.4 13.2 84.6 27.1 9.6 76.5 92.5 56.2 91.6 75.8 40.4 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.6 Total Del/Veh (s)38.2 Total Zone Performance Denied Del/Veh (s)1.1 Total Del/Veh (s)2033.9 247 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen TH 5 Additional Lanes AM SimTraffic Report Page 2 Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T T L L Maximum Queue (ft)207 358 669 688 410 213 202 303 335 354 215 321 Average Queue (ft)125 104 438 448 175 119 118 185 200 203 104 178 95th Queue (ft)190 251 634 671 506 201 197 281 302 310 200 304 Link Distance (ft)3018 3018 1286 1286 1286 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)625 625 290 475 475 255 255 Storage Blk Time (%)0 1 25 0 Queuing Penalty (veh)0 1 67 1 Intersection: 10: Market Blvd & Arboretum Blvd Movement NB NB NB SB SB SB SB SB Directions Served T T R L L T T R Maximum Queue (ft)481 428 80 169 227 315 244 242 Average Queue (ft)260 216 3 80 107 211 187 18 95th Queue (ft)406 348 58 143 184 313 264 115 Link Distance (ft)914 914 232 232 232 232 Upstream Blk Time (%)1 8 3 Queuing Penalty (veh)1 16 5 Storage Bay Dist (ft)320 100 Storage Blk Time (%)13 2 6 14 Queuing Penalty (veh)34 5 6 15 248 Queuing and Blocking Report 10/27/2023 Downtown Chanhassen TH 5 Additional Lanes AM SimTraffic Report Page 3 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB WB WB WB WB WB WB NB NB NB Directions Served L T T L L T T T R L L T Maximum Queue (ft)393 1051 665 139 230 453 427 430 111 149 212 364 Average Queue (ft)241 190 166 55 95 299 278 257 5 51 113 142 95th Queue (ft)507 600 524 129 176 461 435 421 65 136 186 301 Link Distance (ft)1286 1286 1898 1898 1898 425 425 Upstream Blk Time (%)0 0 0 Queuing Penalty (veh)0 0 0 Storage Bay Dist (ft)635 530 530 530 135 Storage Blk Time (%)2 0 0 0 6 14 Queuing Penalty (veh)16 0 0 0 5 22 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement NB SB SB SB SB Directions Served R L L T R Maximum Queue (ft)180 120 184 184 135 Average Queue (ft)114 101 143 99 81 95th Queue (ft)202 140 199 185 150 Link Distance (ft)167 167 Upstream Blk Time (%)16 4 Queuing Penalty (veh)35 9 Storage Bay Dist (ft)115 95 65 Storage Blk Time (%)18 27 39 33 21 Queuing Penalty (veh)19 32 45 41 18 Zone Summary Zone wide Queuing Penalty: 394 249 SimTraffic Performance Report Baseline 10/27/2023 Downtown Chanhassen TH 5 Additional Lanes PM SimTraffic Report Page 1 10: Market Blvd & Arboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)1.6 0.6 1.4 0.0 0.0 0.0 3.0 0.7 3.0 0.0 0.0 0.0 Total Del/Veh (s)101.6 34.0 13.2 80.1 9.4 6.3 99.2 160.4 7.1 73.1 86.1 2.2 10: Market Blvd & Arboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.7 Total Del/Veh (s)39.8 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 2.0 0.2 2.0 0.6 0.4 3.8 0.1 0.0 0.5 Total Del/Veh (s)93.2 22.2 13.4 103.4 18.7 5.5 70.2 93.6 60.0 75.5 63.3 10.3 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)29.3 Total Zone Performance Denied Del/Veh (s)1.0 Total Del/Veh (s)1723.1 250 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen TH 5 Additional Lanes PM SimTraffic Report Page 2 Intersection: 10: Market Blvd & Arboretum Blvd Movement EB EB EB EB EB WB WB WB WB WB NB NB Directions Served L L T T R L L T T T L L Maximum Queue (ft)160 147 651 655 410 195 193 61 84 104 246 308 Average Queue (ft)79 41 341 351 96 91 99 15 33 45 121 189 95th Queue (ft)146 102 587 583 381 163 167 47 74 96 222 312 Link Distance (ft)3018 3018 1286 1286 1286 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)625 625 290 475 475 255 255 Storage Blk Time (%)0 14 0 1 Queuing Penalty (veh)0 27 0 2 Intersection: 10: Market Blvd & Arboretum Blvd Movement NB NB NB SB SB SB SB Directions Served T T R L L T T Maximum Queue (ft)503 433 160 116 141 185 197 Average Queue (ft)266 215 23 48 72 103 93 95th Queue (ft)493 438 175 98 120 169 166 Link Distance (ft)914 914 232 232 232 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)320 100 Storage Blk Time (%)21 4 2 5 Queuing Penalty (veh)42 17 1 3 251 Queuing and Blocking Report Baseline 10/27/2023 Downtown Chanhassen TH 5 Additional Lanes PM SimTraffic Report Page 3 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement EB EB EB EB WB WB WB WB WB NB NB NB Directions Served L T T R L L T T T L L T Maximum Queue (ft)266 1280 1282 496 97 130 372 343 252 88 132 191 Average Queue (ft)121 240 250 26 15 57 176 152 102 13 53 55 95th Queue (ft)231 814 803 322 54 114 334 303 225 56 109 133 Link Distance (ft)1286 1286 1286 1898 1898 1898 425 425 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 1 Storage Bay Dist (ft)635 530 530 135 Storage Blk Time (%)0 0 4 Queuing Penalty (veh)0 0 3 Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Movement NB SB SB SB SB Directions Served R L L T R Maximum Queue (ft)141 120 184 136 112 Average Queue (ft)43 91 127 45 31 95th Queue (ft)104 145 192 107 78 Link Distance (ft)167 167 Upstream Blk Time (%)7 0 Queuing Penalty (veh)12 0 Storage Bay Dist (ft)115 95 65 Storage Blk Time (%)1 17 23 13 1 Queuing Penalty (veh)1 18 25 11 0 Zone Summary Zone wide Queuing Penalty: 164 252 Downtown Chanhassen Traffic Study October 2023 APPENDIX D: TRAFFIC FORECASTING 253 Downtown Chanhassen Traffic Study Forecasted AADTs Kimley-Horn Road Segment Source Year Existing Volume Year Future Volume Growth Rate Average TH 5 East of Great Plains Carver County Comp Plan 2015 36,000 2040 42,000 0.62% TH 5 Market To Great Plains Carver County Comp Plan 2015 35,500 2040 43,000 0.77% TH 5 West of Market Carver County Comp 2015 30,500 2040 37,000 0.78% Powers Blvd TH 5 to W 78th Chanhassen Comp Plan 2017 15,700 2040 18,700 0.76% Powers Blvd North of W 78th Chanhassen Comp Plan 2017 13,100 2040 15,500 0.73% Great Plains Blvd TH 5 to W 78th Street Chanhassen Comp Plan 2017 8,200 2040 8,200 0.00% W 78th Street Great Plains Blvd to Market Blvd Chanhassen Comp Plan 2017 9,900 2040 10,800 0.38% W 78th Street Market Blvd to Target Entrance Chanhassen Comp Plan 2017 6,300 2040 7,200 0.58% W 78th Street Target Entrance to Powers Blvd Chanhassen Comp Plan 2017 12,800 2040 13,200 0.13% W 78th Street W of Powers Blvd Chanhassen Comp Plan 2017 3,700 2040 3,700 0.00% W 78th Street East of Great Plains Chanhassen Comp Plan 2017 7,500 2040 8,400 0.49% Market Boulevard North of TH 5 Chanhassen Comp Plan 2017 14,800 2040 16,100 0.37% 0.72% 0.75% 0.28% 254 Downtown Chanhassen Traffic Study October 2023 APPENDIX E: TRIP GENERATION 255 In Out Total In Out Total 2,876 94 155 249 151 96 247 In Out Total In Out Total 1,551 50 86 136 81 52 133 W 78th St & Market Boulevard SE Quadrant Trip Generation Estimate SW Transit Facility Trip Generation Estimate 43 56 37 23 60Multifamily Housing (Mid Rise)221 150 Units 682 13 PM PeakLand Use ITE Code Magnitude Weekday Daily AM Peak 78 48 30 78 High-Turnover (Sit-Down) Restaurant 932 12000 ksf 1,286 63 52 Multifamily Housing (Mid Rise)221 200 Units 908 18 60 PM Peak Total Trips (Unadjusted) 115 66 43 109 Land Use ITE Code Magnitude Weekday Daily AM Peak 78 48 30 78 High-Turnover (Sit-Down) Restaurant 932 6000 ksf 643 32 26 Multifamily Housing (Mid Rise)221 200 Units 908 18 60 58 33 22 55 Total Trips (Unadjusted) 256 Downtown Chanhassen Traffic Study October 2023 APPENDIX F: MARKET BOULEVARD IMPROVEMENT ALTERNATIVES 257 S S S S S S S S S S S S S S S S 14' BLVD6' TRAIL16' THRU4' MEDIAN12' THRU12' R TURN5' BLVD10' TRAIL11' L TURN12' THRU13' THRU7' TRAIL18' THRU18' THRU7' TRAIL6' BLVD6' TRAIL12' R TURN11' THRU12' L TURN16' THRU12' BLVD10' TRAIL13' BLVD6' TRAIL16' THRU6' MEDIAN12' L TURN12' THRU10' TRAIL4' BLVD6' TRAIL12' R TURN12' L TURN6' MEDIAN16' THRU14' BLVD10' TRAIL9' BLVD6' TRA IL 16' THRU6' MED IAN12' L TURN12' THRU12' R TURN8' BLVD 7 ' BLVD 6 ' TRA IL 16 ' THRU18' CLEAR16' THRU9' BLVD10' TRA IL 1 0 ' B L V D 6' T R A I L 1 6 ' T H R U 1 8 ' M E D I A N 1 6 ' T H R U 9' B L V D 1 0 ' T R A I L 6 ' B LVD 6 ' TRA I L 1 2 ' THRU 1 1 ' THRU 6 ' MED IAN16' THRU1 2 ' B L V D10' TRAIL6' BLVD6' TRA IL 12' THRU11' THRU6' MED IAN12' THRU12' THRU4' BLVD10' TRA IL6' MEDIAN4' TRAIL11' THRU10' TRA IL 1 2 ' L TURN 12' L TURN12' L TURN12' R TURN LIBRARY EXISTING PARKING GARAGE (TOP FLOOR = 93 SPACES, BOTTOM = 26) DROP OFF CITY HALL UPPER PARK OUTDOOR DINING/ SKATING RINK PARK PAVILLION SPLASH FOUNTAINPLAYGROUND SKATE PARK VETERAN'S MEMORIAL STAGE PICKLEBALL COURTS SEATING SURFACE PARKING SURFACE PARKING PARALLEL PARKING12' R TURNSTORM WATER TREATMENT BASIN LEGEND ROADWAY PAVEMENT GRASS BOULEVARD SIDEWALK OR BITUMINOUS TRAIL CURB & GUTTER STORM WATER RETENTION BASIN PROPOSED PROJECT AREA - 3 LANE ALTERNATIVE SEPTEMBER 2023 MARKET BOULEVARD IMPROVEMENTS 258 12.0'11.0'6.0'12.0'12.0'12.0'4.0'10.0'6' BLVD6' TRAIL12' THRU13' THRU4' MEDIAN12' THRU12' R TURN4' BLVD10' TRAIL11' L TURN12' THRU13' THRU7' TRAIL6' BLVD6' TRAIL12' THRU11' THRU12' L TURN12' THRU12' THRU4' BLVD10' TRAIL6' BLVD6' TRAIL12' THRU11' THRU6' MEDIAN12' L TURN12' THRU12' BLVD10' TRAIL6' BLVD6' TRAIL11' THRU12' L TURN6' MEDIAN12' THRU12' THRU4' BLVD10' TRAIL6' BLVD6' TRA IL 12' THRU11' THRU6' MED IAN12' L TURN12' THRU12' THRU4' BLVD 6 ' BLVD 6 ' TRA IL 12 ' THRU11' THRU18' CLEAR12' THRU12' THRU4' BLVD 10 ' TRA IL 6' B L V D 6' T R A I L 1 2 ' T H R U 1 1 ' T H R U 1 8 ' M E D I A N 1 2 ' T H R U 1 2 ' T H R U 4' B L V D 1 0 ' T R A I L 6 ' B LVD 6 ' TRA I L 1 2 ' THRU 1 1 ' THRU 6 ' MED IAN 1 2 ' THRU 1 2 ' THRU 4 ' B LVD 1 0 ' TRA I L 6' BLVD6' TRA IL 12' THRU11' THRU6' MED IAN12' THRU12' THRU4' BLVD10' TRA IL6' MEDIAN4' TRAIL11' THRU10' TRA IL 1 2 ' L TURN 12' L TURN12' L TURN12' R TURN LIBRARY EXISTING PARKING GARAGE (TOP FLOOR = 93 SPACES, BOTTOM = 26) DROP OFF CITY HALL UPPER PARK OUTDOOR DINING/ SKATING RINK PARK PAVILLION SPLASH FOUNTAINPLAYGROUND SKATE PARK VETERAN'S MEMORIAL STAGE PICKLEBALL COURTS SEATING SURFACE PARKING SURFACE PARKING PARALLEL PARKING18' THRU18' THRU7' TRAILSTORM WATER RETENTION BASIN LEGEND ROADWAY PAVEMENT GRASS BOULEVARD SIDEWALK OR BITUMINOUS TRAIL CURB & GUTTER PROPOSED PROJECT AREA - 5 LANE ALTERNATIVE SEPTEMBER 2023 MARKET BOULEVARD IMPROVEMENTS 259 Downtown Chanhassen Traffic Study October 2023 APPENDIX G: W 78TH ST & MARKET BLVD ROUNDABOUT CONCEPTS 260 MARKET BOULDEVARD AND W 78TH ST - ROUNDABOUT OPTION #111:32:5608/18/23 OF_EXHIBIT Market_Blvd_RAB 2x1 MOD.dgn1 2 CITY OF CHANHASSEN 5050 SCALE IN FEET 261 MARKET BOULDEVARD AND W 78TH ST - ROUNDABOUT OPTION #211:33:0108/18/23 OF_EXHIBIT Market_Blvd_RAB 2x1.dgn2 2 CITY OF CHANHASSEN 5050 SCALE IN FEET 262 Downtown Chanhassen Traffic Study October 2023 APPENDIX H: RODEL REPORTS 263 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 159 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh) 2 by 1 Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions AM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)50% Confidence Level 264 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 159 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1 3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1 265 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 159 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 AM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950 2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950 3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950 4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950 266 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 159 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 38 587 57 944 0.0402 2 W 78th St EB None 531 182 443 1885 0.2816 3 Market Blvd NB None 330 300 413 992 0.3325 4 W 78th St WB None 445 199 431 1766 0.2520 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 3.94 3.94 0.12 A A 2 W 78th St EB None 4.51 4.51 1.87 A A 3 Market Blvd NB None 5.10 5.10 1.33 A A 4 W 78th St WB None 3.90 3.90 1.36 A A 267 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 162 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh) 2 by 1 Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions PM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)50% Confidence Level 268 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 162 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1 3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1 269 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 162 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 PM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940 2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940 3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940 4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940 270 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 162 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 91 1062 97 770 0.1182 2 W 78th St EB None 737 256 897 1929 0.3821 3 Market Blvd NB None 634 456 537 1000 0.6338 4 W 78th St WB None 701 458 632 1739 0.4031 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 5.25 5.25 0.39 A A 2 W 78th St EB None 4.86 4.86 2.86 A A 3 Market Blvd NB None 9.55 9.55 5.10 A A 4 W 78th St WB None 4.84 4.84 2.77 A A 271 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh) 2 by 1 Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions AM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)85% Confidence Level 272 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1 3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1 273 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 AM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950 2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950 3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950 4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950 274 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 38 587 57 737 0.0515 2 W 78th St EB None 531 182 443 1694 0.3134 3 Market Blvd NB None 330 300 413 800 0.4126 4 W 78th St WB None 445 199 431 1586 0.2806 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 5.11 5.11 0.15 A A 2 W 78th St EB None 5.23 5.23 2.17 A A 3 Market Blvd NB None 7.12 7.12 1.87 A A 4 W 78th St WB None 4.50 4.50 1.57 A A 275 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 168 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh) 2 by 1 Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions PM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)85% Confidence Level 276 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 168 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1 3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1 277 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 168 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 PM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940 2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940 3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940 4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940 278 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: 2 by 1 Roundabout Future Year (2045) Run number 168 Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 91 1061 97 563 0.1616 2 W 78th St EB None 737 256 896 1727 0.4268 3 Market Blvd NB None 634 456 537 795 0.7974 4 W 78th St WB None 701 457 631 1535 0.4566 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 7.54 7.54 0.57 A A 2 W 78th St EB None 5.84 5.84 3.45 A A 3 Market Blvd NB None 20.98 20.98 11.77 C C 4 W 78th St WB None 6.00 6.00 3.46 A A 279 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach 2045 PHF Flow Profile (veh) Hybrid Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions AM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)50% Confidence Level 280 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1 281 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 AM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950 2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950 3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950 4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950 282 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 165 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 38 587 57 944 0.0402 2 W 78th St EB None 531 182 443 1001 0.5307 3 Market Blvd NB None 330 300 413 948 0.3480 4 W 78th St WB None 445 199 431 1766 0.2520 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 3.94 3.94 0.12 A A 2 W 78th St EB None 6.96 6.96 2.94 A A 3 Market Blvd NB None 5.45 5.45 1.43 A A 4 W 78th St WB None 3.90 3.90 1.36 A A 283 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 169 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach 2045 PHF Flow Profile (veh) Hybrid Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions PM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)50% Confidence Level 284 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 169 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1 285 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 169 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 PM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940 2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940 3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940 4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940 286 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 169 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 50% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 91 1062 97 770 0.1182 2 W 78th St EB None 737 256 897 1025 0.7190 3 Market Blvd NB None 634 456 537 931 0.6809 4 W 78th St WB None 701 458 632 1739 0.4031 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 5.25 5.25 0.39 A A 2 W 78th St EB None 11.72 11.72 7.36 B B 3 Market Blvd NB None 11.72 11.72 6.42 B B 4 W 78th St WB None 4.84 4.84 2.77 A A 287 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 167 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach 2045 PHF Flow Profile (veh) Hybrid Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions AM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)85% Confidence Level 288 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 167 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1 289 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 167 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 AM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950 2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950 3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950 4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950 290 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 167 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 AM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 38 587 57 737 0.0515 2 W 78th St EB None 531 182 443 810 0.6559 3 Market Blvd NB None 330 300 413 756 0.4365 4 W 78th St WB None 445 199 431 1586 0.2806 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 5.11 5.11 0.15 A A 2 W 78th St EB None 11.31 11.31 4.84 B B 3 Market Blvd NB None 7.83 7.83 2.07 A A 4 W 78th St WB None 4.50 4.50 1.57 A A 291 Page 1 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 171 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach 2045 PHF Flow Profile (veh) Hybrid Roundabout Future Year (2045)7.5 min Time Slice Rodel-Win1 Queuing Delays (sec) Right Hand Drive Daylight conditions PM Peak Hour Peak 60/15 min Results Full Geometry Output flows: Vehicles English Units (ft)85% Confidence Level 292 Page 2 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 171 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Data Main Geometry (ft) Approach and Entry Geometry Leg Leg Names Approach Bearing (deg) Grade Separation G Half Width V Approach Lanes n Entry Width E Entry Lanes n Flare Length L' Entry Radius R Entry Angle Phi 1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00 2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00 3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00 4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00 Circulating and Exit Geometry Leg Leg Names Inscribed Diameter D Circulating Width C Circulating Lanes nc Exit Width Ex Exit Lanes nex Exit Half Width Vx Exit Half Width Lanes nvx 1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1 2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1 4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1 293 Page 3 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 171 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Traffic Flow Data (veh/hr) 2045 PM Peak Peak Hour Flows Leg Leg Names Turning Flows U-Turn Exit-3 Exit-2 Exit-1 Bypass Flow Modifiers Trucks % Flow Factor Peak Hour Factor 1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940 2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940 3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940 4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940 294 Page 4 of 4 Rodel-Win Report dated 31-Oct-2023 Rodel Version 1.96 Scheme: Hybrid Roundabout Future Year (2045) Run number 171 Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Operational Results 2045 PM Peak - 60 minutes Flows and Capacity Leg Leg Names Bypass Type Flows (veh/hr) Arrival Flow Entry Bypass Opposing Flow Entry Bypass Exit Flow Capacity (veh/hr) Capacity Entry Bypass Average VCR Entry Bypass 1 Market Blvd SB None 91 1060 97 564 0.1615 2 W 78th St EB None 737 256 895 823 0.8956 3 Market Blvd NB None 634 454 535 727 0.8722 4 W 78th St WB None 701 456 629 1537 0.4561 Delays, Queues and Level of Service Leg Leg Names Bypass Type Average Delay (sec) Entry Bypass Leg 95% Queue (veh) Entry Bypass Level of Service Entry Bypass Leg 1 Market Blvd SB None 7.53 7.53 0.57 A A 2 W 78th St EB None 33.69 33.69 22.11 D D 3 Market Blvd NB None 34.20 34.20 19.40 D D 4 W 78th St WB None 5.99 5.99 3.42 A A 295 Downtown Chanhassen Traffic Study October 2023 APPENDIX I: ACCESS MANAGEMENT IMPROVEMENT CONCEPTS 296 NOT TO SCALE W 78th St 5 LEGEND Restricted Movement Potential Route Proposed Median APPENDIX I W 79TH STREET ACCESS MANAGEMENT & CIRCULATION IMPROVEMENTS RIGHT-IN-RIGHT-OUT MEDIAN W 79TH STREET297 NOT TO SCALE W 78th St 5 APPENDIX I W 79TH STREET ACCESS MANAGEMENT & CIRCULATION IMPROVEMENTS W 79TH STREET REALIGNMENT LEGEND Potential Realignment Potential Property Acquisition 298 NOT TO SCALE W 78th St 5 APPENDIX I W 79TH STREET ACCESS MANAGEMENT & CIRCULATION IMPROVEMENTS CONNECTING MARKET STREET & W 79TH STREET LEGEND Potential New Connection Potential Rail Crossing 299 City Council Item November 27, 2023 Item Downtown Redevelopment Project Tax Increment Financing File No.Item No: A.2 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Eric Maass, Planning Director Reviewed By Laurie Hokkanen SUGGESTED ACTION Discussion Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY Community Development Department staff, as well as the city's financial consultant, Ehlers, will present to the Council an update on potential "Renewal And Renovation" tax increment financing (TIF) as part of the potential redevelopment of the Chanhassen Theatre and Country Inn & Suites properties. In addition to the project-specific aspect of this discussion, Ehlers will present a brief TIF 101 for the Council. The goal of this discussion is to establish parameters of city council support for Pay-Go TIF assistance. For example, what does the project need to achieve in order for the city council to support TIF assistance? That could be extensive first-floor commercial space for lease (updated code only requires some portion of it to be commercial), sidewalk gaps filled, public road extension (Laredo Drive), etc. No decisions or actions are being sought at this worksession other than discussion and information sharing. BACKGROUND 300 This project first came before the City Council on July 17, 2023. The project has been included on the city's website although we do not have any formal applications at this time. https://www.chanhassenmn.gov/departments/community-development/planning/proposed- development-projects/chanhassen-cinema-hotel-redevelopment DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Renewal And Renovation Tax Increment Financing - MN House Research 301 11/22/23, 8:57 AM Tax Increment Financing - MN House Research https://www.house.mn.gov/hrd/issinfo/tif/rendist.aspx 1/2 M i n n e s o t a H o u s e R e s e a r c h D e p a r t m e n t Renewal and Renovation TIF Districts Duration Limit How long can increments be collected from a renewal and renovation district? The law permits renewal and renovation district increments to be collected for 15 years after the receipt of the first increment. Minn. Stat. § 469.176, subd. 1b(2). Thus, counting the first year of increment, 16 years of increment may be collected. What is the history of changes in the duration limit for renewal and renovation districts? The duration limit for renewal and renovation districts has been changed once since the Tax Increment Financing Act was passed in 1979. The current duration limit was enacted by the 1990 Legislature and applies to requests for cer tification made after April 30, 1990. 1990 Minn. Laws 2588-89, ch. 604, ar t. 7 § 15, codified at Minn. Stat. § 469.176, subd. 1b. The original 1979 TIF act allowed areas meeting the criteria for renewal and renovation districts to qualify as redevelopment districts. Thus, these districts had the same 25-year duration limits that apply to redevelopment districts. 1979 Minn. Laws 840 and 844, ch. 322 §§ 3, 5, codified at Minn. Stat. §§ 273.73, subd. 10(a)(2); 273.75, subd. 1 (1979 Suppl.). Geographic Areas that Qualify Where may a renewal and renovation district be created? An area must meet a "blight test" to qualify for establishment of a renewal and renovation district. This test is similar to that required for redevelopment districts. However, areas that contain lower proportions of structurally substandard buildings qualify. In return, renewal and renovation are subject to a shorter duration limit than redevelopment districts. What areas qualify under the blight test? To qualify under the blight test: 1. 70 percent of the area of the district must be occupied by buildings, streets, utilities, or other improvements. 2. 20 percent of the buildings must be structurally substandard. 3. 30 percent of the other buildings must have conditions that require clearance or substantial renovation. Minn. Stat. § 469.174, subd. 10a. The statute lists the conditions that satisfy #3: inadequate street layout incompatible uses or land use relationships overcrowding of buildings on the land excessive dwelling unit density obsolete buildings not suitable for improvement or conversion other identified hazards to the health, safety, and general well-being of the community. As is the case with the blight test for redevelopment districts, application of these criteria requires a good deal of subjective judgment by the authority. How do the blight tests for redevelopment districts compare with those for renewal and renovation districts? This table compares the two blight tests. Blight Criterion Redevelopment Districts Renewal and Renovation Districts Area occupied by buildings and improvements 70%70% Substandard buildings 50%20% Obsolete or incompatible land uses etc.NA 30% 302 11/22/23, 8:57 AM Tax Increment Financing - MN House Research https://www.house.mn.gov/hrd/issinfo/tif/rendist.aspx 2/2 Permitted Uses of Increments What are the permitted uses of renewal and renovation district increments? The spending restrictions applicable to a redevelopment district also apply to renewal and renovation districts: 90 percent of the increments must be spent for blight correction – i.e., fixing the conditions that allowed designation of the district. The statute contains a list of qualifying expenditures: Site acquisition of blighted sites or sites requiring pollution cleanup Acquisition of adjacent parcels to assemble a site large enough to redevelop Cleanup of hazardous substances, pollution, or contaminants Site preparation, such as clearing the land and installation of utilities, roads, sidewalks Providing parking facilities. Minn. Stat. § 469.176, subd. 4j. The law explicitly provides that this is not an exhaustive list. Administrative expenses of the authority that are allocated to these activities also meet the 90 percent test. Data on Use of Districts How many renewal and renovation districts are active? According to the March 2017 Report of the State Auditor, there were 25 renewal and renovation districts at the end of calendar year 2015. This is less than 1 percent of all active districts, the smallest category of TIF districts. July 2017 303 City Council Item November 27, 2023 Item Aquatic Invasive Species (AIS) Program Presentation File No.SWMP 13G Item No: A.3 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Joe Seidl, Water Resources Engineer Reviewed By Charlie Howley SUGGESTED ACTION Carver County and city staff will make a presentation to the City Council about the current Aquatic Invasive Species (AIS) program. Motion Type N/A Strategic Priority Asset Management SUMMARY When introduced into new habitats, aquatic invasive species are non-native plants, animals, or pathogens that negatively affect aquatic ecosystems. Carver County's Planning & Water Management Department manages the County's Aquatic Invasive Species Program. The program seeks to prevent the spread of aquatic invasive species through the following strategies: Education and outreach Watercraft inspections Monitoring and rapid response Collaboration with agencies, organizations, and citizens BACKGROUND N/A 304 DISCUSSION N/A BUDGET N/A RECOMMENDATION N/A ATTACHMENTS 305 City Council Item November 27, 2023 Item Final Review of Proposed 2024 Levy, Budgets, and CIP File No.Item No: A.4 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Kelly Grinnell, Finance Director Reviewed By Laurie Hokkanen SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Financial Sustainability SUMMARY Staff will present a brief overview of the proposed 2024 budgets for all city funds and the proposed 2024-2028 Capital Improvement Plan. Staff will review the proposed levy options and the impact of the options on property taxes. Staff requests feedback from the Council for preparation of the final budgets and levy for presentation and adoption at the Truth-in-Taxation Hearing on December 11, 2023. The attached reports provide additional information. BACKGROUND DISCUSSION BUDGET 306 RECOMMENDATION ATTACHMENTS Memo - Final Proposed 2024 Budget Levy and CIP Preliminary 2024-2028 CIP - Governmental Funds Preliminary 2024-2028 CIP - Enterprise Funds 11-27-23 Chanhassen City Council Work Session Presentation 307 Date:November 27, 2023 To:Mayor and Council Members From:Kelly Grinnell, Finance Director Re:2024 Budgets and 2024-2028 Capital Improvement Plan Preliminary 2024 Budgets –All Funds Staff has reviewed the preliminary budgets for 2024 for all City funds with Council at prior work sessions. The table below shows the proposed 2024 budgets and ending fund balance for governmental funds (ending cash balance for enterprise funds): 308 The table below shows a comparison of budgeted revenues for each fund for 2023 and 2024: Overall revenues are increasing from $45.9 million in 2023 to $64.6 million in 2024, which is a $18.8 million, or 40.9% increase. The increase is largely due to grants and aid received for street reconstruction projects in 2024, in particular the Galpin Blvd. project. The General Fund budget is increasing by $1.4 million, or 9.8%; however, $350,000 is due to the increase in the levy due to the shift in expenditures from the TIM Fund. Rate increases, increased water consumption, anticipated connection fees, and bond proceeds in the Water, Sewer, and Storm Water Funds account for most of the increase in the Enterprise Funds. The preliminary levy of $14,455,000 accounts for 22.4% of total revenues. Intergovernmental revenue accounts for 27.3% of total revenues.Charges for services account for 18.3% of revenues. 309 The table below shows a comparison of budgeted expenditures for each fund for 2023 and 2024: Overall expenditures are increasing from $46.8 million in 2023 to $69.7 million in 2024, which is a $22.9 million, or 48.9% increase. The increase is largely due to increased street reconstruction projects in 2024, in particular the Galpin Blvd. project. The PMP Fund accounts for 38.6% of the entire City budget for 2024. The General Fund budget is increasing by $1.1 million, or 7.9%; however, $350,000 is due to the shift in expenditures from the TIM Fund. The increases in the Water, Sewer, and Storm Water Funds are largely due to the expenses for the utility portions of the street reconstruction projects. If accounting for expenditures by type, capital outlay makes up the largest component of expenditures at 56.8%, followed by operating expense at 19.3%, personnel expense at 17.1%, debt service at 4.1%, and transfers out at 2.7% 310 General Fund Levy There have been a few minor adjustments to the preliminary budget which was reviewed with Council on November 13, 2023. The budget still shows total revenues and transfers in exceed expenditures and transfers out by $90,000. The proposed General Fund property tax levy of $11,851,000 remains unchanged from what was set in September.Staff requests feedback from the Council on what to do with the remaining $90,000. The Council could reduce the levy by this amount or redirect it. One option is to redirect this amount to the Park Renovation Fund. This would allow for the replacement of one playground. Another option is to redirect it to the TIM Fund to allow for additional trail rehabilitation. 2024-2028 Capital Improvement Plan Staff has completed a preliminary 2024-2028 Capital Improvement Plan (see attached CIP Funding Source report). All the 2024 CIP items have been incorporated into the 2024 budget for each fund. Property Tax Levy Options On September 25, 2023, the City Council adopted the following preliminary property tax levy: At the last Council work session staff requested feedback on the overall levy. The preliminary General Fund budget shows a $90,000 surplus, which could be used to reduce the levy. Or the $90,000 could be redirected to the Park Renovation Fund to fund the replacement of one playground or it could be used to increase funding for trail rehabilitation. The table below shows levy options for 2024: Scenario A –Keep levy at level adopted in September –7.4% increase, but redirect $90,000 of General Fund levy to Park Renovation Fund (or TIM Fund) Scenario B –Reduce levy increase to 5.2% –eliminates $90,000 in General Fund Levy The council reviewed the impact of various levy amounts on taxpayers assuming a 2.01% average market value increase for residential taxpayers and a 7.38%average market value increase for commercial taxpayers. The table below shows the tax impact for residential taxpayers using scenarios A and B above: 311 Most commercial property owners saw a small decrease in City property taxes for 2023 due to the large increase in the value of residential properties. Since the increase to residential properties was only 2.01% for 2024 taxes, commercial property owners will see a larger increase in taxes. The table below shows the tax impact for commercial taxpayers using scenarios A and B above: The table below shows levy projections through 2028 assuming a 7.4% increase in 2024 and new levies for City Hall Campus debt: 312 If the levy is reduced by $90,000, the increase for 2024 would be 6.7%. The table below shows the year-by-year levy: The City continues to be on the low end for overall property tax burden and property tax increases. The chart below shows levies for neighboring and comparable cities for 2024: While not in our comparable cities list, the following larger suburban cities plan the following levy increases: Apple Valley 8.4%; Bloomington 9.5%; Edina 9.9%; Maple Grove 6.3%; Plymouth 7.5%; and Woodbury 8.2%. Next Steps Staff requests Council direction on the amount of the levy to present for the December 11, 2023,Council meeting. The Truth in Taxation public meeting is scheduled for that night. At that meeting, the budget and levy will be discussed,and the public must be given a chance to speak. There is currently only one December meeting planned, so the Council will need to adopt a final levy and budget at that Council meeting. 313 CITY OF CHANHASSEN - GOVERNMENTAL FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN Vehicle & Equipment CIP Items CIP Item FY2024 FY2025 FY2026 FY2027 FY2028 Total Vehicle & Equipment - Fund 400 Electric Rescue Tools - Fire Dept $30,000 $30,000 Vehicle & Equipment - Fund 400 Equipment - Annual Skid Loader Trade-in $33,000 $34,000 $35,000 $36,000 $37,000 $175,000 Vehicle & Equipment - Fund 400 Equipment - Ballfield Painter/Striper $40,000 $40,000 Vehicle & Equipment - Fund 400 Equipment - Breaker Bar Attachment $5,000 $5,000 Vehicle & Equipment - Fund 400 Equipment - Compacting Attachment for Excavator $7,500 $7,500 Vehicle & Equipment - Fund 400 Equipment - Compressor Replacement $36,000 $36,000 Vehicle & Equipment - Fund 400 Equipment - Leased Vehicle Appurtenances $12,500 $13,000 $13,500 $14,000 $15,000 $68,000 Vehicle & Equipment - Fund 400 Equipment - Portable Message Boards $40,000 $40,000 Vehicle & Equipment - Fund 400 Equipment #141 - Parks Tractor $104,300 $104,300 Vehicle & Equipment - Fund 400 Equipment #142 - Snowblower Attachment for Loader $221,000 $221,000 Vehicle & Equipment - Fund 400 Equipment #197 - Parks Flail Mower $15,000 $15,000 Vehicle & Equipment - Fund 400 Equipment #232 - Fire Response Boat $100,000 $100,000 Vehicle & Equipment - Fund 400 Equipment #396 - Mechanical Self-Propelled Floor Scrubber $84,000 $84,000 Vehicle & Equipment - Fund 400 Equipment #451 - Parks Mower $96,000 $96,000 Vehicle & Equipment - Fund 400 Equipment #452 - Parks Mower $127,000 $127,000 Vehicle & Equipment - Fund 400 Equipment #453 - Parks Mower $139,000 $139,000 Vehicle & Equipment - Fund 400 Equipment #456 - Parks Mower $102,000 $102,000 Vehicle & Equipment - Fund 400 Equipment #472 - Parks Tractor $22,000 $22,000 Vehicle & Equipment - Fund 400 Equipment #474 - Parks Tractor $136,000 $136,000 Vehicle & Equipment - Fund 400 Equipment #475 - Parks Workman $93,000 $93,000 Vehicle & Equipment - Fund 400 Equipment #476 - Parks Utility Vehicle $35,000 $35,000 Vehicle & Equipment - Fund 400 Equipment #487 - Parks Polar Track $44,600 $44,600 Vehicle & Equipment - Fund 400 IT - Computer/Network Equipment Purchase/Upgrades $12,000 $96,000 $47,000 $28,000 $183,000 Vehicle & Equipment - Fund 400 Radio Encryption - Fire Dept $75,000 $75,000 Vehicle & Equipment - Fund 400 SCBA Bottle Replacement - Fire Dept $84,000 $84,000 Vehicle & Equipment - Fund 400 Trailer #1B - 25,000 lbs Tandem Axle $18,000 $18,000 Vehicle & Equipment - Fund 400 Trailer #1F - 15,000 lbs Tandem Axle $10,000 $10,000 Vehicle & Equipment - Fund 400 Trailer #1G - 60 Ton Tri Axle $50,000 $50,000 Vehicle & Equipment - Fund 400 Trailer #1H - 30,000 lbs Tandem Axle Tilt Bed $30,000 $30,000 Vehicle & Equipment - Fund 400 Vehicle #001 - Leased Administration Compact SUV $6,764 $6,764 $6,764 $7,188 $7,613 $35,093 Vehicle & Equipment - Fund 400 Vehicle #002 - Facilities Maintenance Light Duty Pickup $7,200 $7,200 $7,200 $7,900 $7,900 $37,400 Vehicle & Equipment - Fund 400 Vehicle #101 - Painting Truck w/ Service Body $7,800 $7,800 $8,580 $9,280 $33,460 Vehicle & Equipment - Fund 400 Vehicle #102 - Streets Dump/Plow Truck (Quad Axle)$300,000 $300,000 Vehicle & Equipment - Fund 400 Vehicle #103 - Streets Dump/Plow Truck $352,000 $352,000 Vehicle & Equipment - Fund 400 Vehicle #104 - Streets Dump/Plow Truck $385,000 $385,000 Vehicle & Equipment - Fund 400 Vehicle #105 - Streets Dump/Plow Truck $337,000 $337,000 Vehicle & Equipment - Fund 400 Vehicle #106 - Bucket Truck $215,000 $215,000 Vehicle & Equipment - Fund 400 Vehicle #114 - Streets Dump/Plow Truck $308,000 $308,000 Vehicle & Equipment - Fund 400 Vehicle #131 - Streets Light Duty Pickup $7,215 $7,215 $7,215 $7,940 $8,600 $38,185 Vehicle & Equipment - Fund 400 Vehicle #132 - Leased Streets Light Duty Pickup $11,211 $11,211 $11,211 $12,000 $12,620 $58,253 Vehicle & Equipment - Fund 400 Vehicle #133 - Streets Light Duty Pickup $7,800 $8,580 $9,280 $25,660 Vehicle & Equipment - Fund 400 Vehicle #134 - Leased Streets Light Duty Pickup $11,211 $11,211 $11,211 $12,000 $12,620 $58,253 Vehicle & Equipment - Fund 400 Vehicle #135 - Streets Light Duty Pickup $7,200 $7,200 $7,200 $7,200 $7,900 $36,700 Vehicle & Equipment - Fund 400 Vehicle #140 - Leased Streets Light Duty Pickup $8,511 $8,511 $9,000 $9,579 $9,579 $45,180 Vehicle & Equipment - Fund 400 Vehicle #151 - Shop Light Duty Pickup $7,200 $7,200 $7,200 $7,900 $8,600 $38,100 Vehicle & Equipment - Fund 400 Vehicle #155 - Shop Light Duty Pickup $7,200 $7,200 $7,200 $7,900 $8,600 $38,100 Vehicle & Equipment - Fund 400 Vehicle #156 - Shop Van $10,200 $10,200 $10,200 $11,300 $12,000 $53,900 Vehicle & Equipment - Fund 400 Vehicle #161 - Shop Light Duty Pickup $7,800 $7,800 $8,580 $9,000 $33,180 1 314 CITY OF CHANHASSEN - GOVERNMENTAL FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN Vehicle & Equipment CIP Items (continued)CIP Item FY2024 FY2025 FY2026 FY2027 FY2028 Total Vehicle & Equipment - Fund 400 Vehicle #201 - Leased Fire Response SUV $10,206 $10,206 $10,800 $11,487 $11,487 $54,186 Vehicle & Equipment - Fund 400 Vehicle #202 - Fire Response SUV $10,291 $10,291 $10,291 $11,320 $12,000 $54,193 Vehicle & Equipment - Fund 400 Vehicle #204 - Fire Response SUV $10,291 $10,291 $10,291 $11,320 $12,000 $54,193 Vehicle & Equipment - Fund 400 Vehicle #205 - Fire Response SUV $10,291 $10,291 $10,291 $11,320 $12,000 $54,193 Vehicle & Equipment - Fund 400 Vehicle #206 - Fire Response SUV $10,291 $10,291 $10,291 $11,320 $12,000 $54,193 Vehicle & Equipment - Fund 400 Vehicle #207 - Fire Response Light Duty Pickup $7,200 $7,200 $7,200 $7,200 $8,000 $36,800 Vehicle & Equipment - Fund 400 Vehicle #214 - Leased Fire Response Grass Rig $8,465 $8,465 $9,000 $9,528 $9,528 $44,986 Vehicle & Equipment - Fund 400 Vehicle #221 - Fire Response Pickup $8,922 $8,922 $8,922 $9,810 $10,600 $47,176 Vehicle & Equipment - Fund 400 Vehicle #402 - Leased Parks Light Duty Pickup $11,979 $11,979 $11,979 $12,731 $13,482 $62,150 Vehicle & Equipment - Fund 400 Vehicle #403 - Leased Parks Light Duty Pickup $11,226 $11,226 $11,226 $11,931 $12,635 $58,244 Vehicle & Equipment - Fund 400 Vehicle #404 - Parks Light Duty Pickup $7,200 $7,200 $8,000 $22,400 Vehicle & Equipment - Fund 400 Vehicle #405 - Leased Parks Light Duty Pickup $8,871 $8,871 $9,428 $9,985 $9,985 $47,140 Vehicle & Equipment - Fund 400 Vehicle #406 - Parks 1-Ton Dump Pickup $95,000 $95,000 Vehicle & Equipment - Fund 400 Vehicle #407 - Leased Parks Light Duty Pickup $10,678 $10,678 $10,678 $11,348 $12,018 $55,400 Vehicle & Equipment - Fund 400 Vehicle #408 - Leased Parks Light Duty Pickup $8,861 $8,861 $9,418 $9,973 $9,973 $47,086 Vehicle & Equipment - Fund 400 Vehicle #409 - Parks Light Duty Pickup $7,200 $7,200 $7,200 $7,200 $8,000 $36,800 Vehicle & Equipment - Fund 400 Vehicle #410 - Parks Light Duty Pickup $7,200 $7,200 $7,200 $7,200 $8,000 $36,800 Vehicle & Equipment - Fund 400 Vehicle #411 - Leased Parks Light Duty Pickup $8,823 $8,823 $9,377 $9,930 $9,930 $46,883 Vehicle & Equipment - Fund 400 Vehicle #412 - Leased Parks Light Duty Pickup $7,215 $7,215 $7,215 $7,668 $8,121 $37,434 Vehicle & Equipment - Fund 400 Vehicle #414 - Parks Light Duty Pickup $7,215 $7,215 $7,215 $7,940 $8,300 $37,885 Vehicle & Equipment - Fund 400 Vehicle #416 - Leased Parks Light Duty Pickup $11,200 $11,200 $11,200 $11,903 $12,606 $58,109 Vehicle & Equipment - Fund 400 Vehicle #419 - Leased Parks Light Duty Pickup $11,227 $11,227 $11,227 $11,932 $12,636 $58,249 Vehicle & Equipment - Fund 400 Vehicle #420 - Leased Parks Light Duty Pickup $11,195 $11,195 $11,195 $11,898 $12,600 $58,083 Vehicle & Equipment - Fund 400 Vehicle #421 - Parks Light Duty Pickup $7,200 $7,200 $8,000 $22,400 Vehicle & Equipment - Fund 400 Vehicle #430 - Parks Minivan $7,200 $7,200 $7,200 $7,200 $8,000 $36,800 Vehicle & Equipment - Fund 400 Vehicle #502 - Leased Engineering Compact SUV $8,626 $8,626 $8,626 $9,167 $9,708 $44,753 Vehicle & Equipment - Fund 400 Vehicle #503 - Engineering Light Duty Pickup $8,700 $8,700 $8,700 $9,600 $9,600 $45,300 Vehicle & Equipment - Fund 400 Vehicle #505 - Leased Engineering Light Duty Pickup $11,277 $11,277 $11,277 $11,985 $12,693 $58,509 Vehicle & Equipment - Fund 400 Vehicle #602- Bldg Inspections Compact SUV $7,200 $7,200 $7,200 $7,900 $8,300 $37,800 Vehicle & Equipment - Fund 400 Vehicle #603 - Bldg Inspections Light Duty Pickup $8,700 $8,700 $8,700 $9,600 $9,600 $45,300 Vehicle & Equipment - Fund 400 Vehicle #604 - Bldg Inspections Light Duty Pickup $8,700 $9,600 $9,600 $27,900 Vehicle & Equipment - Fund 400 Vehicle #605 - Leased Bldg Inspections Light Duty Pickup $6,981 $6,981 $7,419 $7,858 $7,858 $37,097 Vehicle & Equipment - Fund 400 Vehicle #606 - Leased Bldg Inspections Light Duty Pickup $6,554 $6,554 $6,965 $7,376 $7,376 $34,825 Vehicle & Equipment - Fund 400 Vehicle #702- Leased Public Safety Light Duty Pickup $10,821 $10,821 $10,821 $11,500 $12,179 $56,142 Vehicle & Equipment - Fund 400 Vehicle #802 - Community Development Minivan $10,200 $10,200 $10,200 $11,300 $11,300 $53,200 Total Vehicle & Equipment Fund CIP Items $1,019,518 $1,737,218 $1,177,953 $1,031,077 $1,290,707 $6,256,473 2 315 CITY OF CHANHASSEN - GOVERNMENTAL FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN Facilities Capital CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Facilities Capital - Fund 402 Facilities - Civil Defense Siren Rehabilitation $12,000 $12,500 $13,000 $13,500 $14,000 $65,000 Facilities Capital - Fund 402 Facilities - Deferred Maintenance Allowance for City Facilities $50,000 $50,000 $100,000 $100,000 $300,000 Facilities Capital - Fund 402 Facilities - Fire Station 1 Furnace Replacement $40,000 $40,000 Facilities Capital - Fund 402 Facilities - Lake Ann Park Shed Radiant Heating Unit Replacements $40,000 $40,000 Facilities Capital - Fund 402 Facilities - Library Boiler Replacements $90,000 $90,000 Facilities Capital - Fund 402 Facilities - Public Works Boiler Replacement $35,000 $35,000 Facilities Capital - Fund 402 Facilities - Public Works Fuel Island Canopy $120,000 $120,000 Facilities Capital - Fund 402 Facilities - Public Works Roof Repair $20,000 $20,000 Facilities Capital - Fund 402 Facilities - Public Works Salt Shed Canvas Cover Replacement $25,000 $25,000 Facilities Capital - Fund 402 Facilities - Rec Center/Bluff Creek Gym Wall $50,000 $50,000 Facilities Capital - Fund 402 PW Facility-Add Card Readers to Overhead Doors $22,000 $22,000 Facilities Capital - Fund 402 Recreation Center Furnishings & Fitness Equipment $25,000 $30,000 $30,000 $30,000 $30,000 $145,000 Total Facilities Capital CIP Items $179,000 $137,500 $223,000 $218,500 $194,000 $952,000 Park Renovation CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Park Renovation Capital Fund Parks - Lake Ann Park Irrigation Pumps $30,000 $30,000 Total Park Renovation CIP Items $0 $0 $0 $30,000 $0 $30,000 Park Dedication CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Park Dedication Capital Fund Parks - Lake Ann Park Beach Improvements $180,000 $180,000 Park Dedication Capital Fund Parks - TH5 Pedestrian Underpass at TH41 $500,000 $500,000 Total Park Dedication CIP Items $0 $0 $680,000 $0 $0 $680,000 TIM Fund CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Streets - TIM Funds Parks - Lake Ann Park Beach Improvements $90,000 $90,000 Streets - TIM Funds Streets - ADA Transition Plan Improvements $20,000 $20,000 $20,000 $20,000 $20,000 $100,000 Streets - TIM Funds Streets - Trails & Parking Lot Pavement Management $231,000 $231,000 $231,000 $250,000 $260,000 $1,203,000 Streets - TIM Funds Traffic Safety Improvements $30,000 $31,000 $32,000 $33,000 $34,000 $160,000 Total TIM Fund CIP Items $281,000 $282,000 $373,000 $303,000 $314,000 $1,553,000 3 316 CITY OF CHANHASSEN - GOVERNMENTAL FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN PMP Fund CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Streets - PMP Assessments Streets - 2024 Street Improvements $1,935,000 $1,935,000 Streets - PMP Funds Streets - 2024 Street Improvements $2,900,000 $2,900,000 Streets - PMP Assessments Streets - 2025 Street Improvements $1,970,000 $1,970,000 Streets - PMP Funds Streets - 2025 Street Improvements $2,960,000 $2,960,000 Streets - PMP Assessments Streets - 2026 Street Improvements $1,900,000 $1,900,000 Streets - PMP Funds Streets - 2026 Street Improvements $2,850,000 $2,850,000 Streets - PMP Assessments Streets - 2027 Street Improvements $1,956,000 $1,956,000 Streets - PMP Funds Streets - 2027 Street Improvements $2,934,000 $2,934,000 Streets - PMP Assessments Streets - 2028 Street Improvements $1,900,000 $1,900,000 Streets - PMP Funds Streets - 2028 Street Improvements $2,860,000 $2,860,000 Streets - PMP Funds Streets - Bluff Creek Boulevard Extension $90,000 $90,000 $90,000 $90,000 $90,000 $450,000 Streets - MNDoT State Funding Streets - Crimson Bay Road/Dogwood Road Connection $710,000 $710,000 Streets - PMP Assessments Streets - Crimson Bay Road/Dogwood Road Connection $180,000 $180,000 Streets - PMP Funds Streets - Crimson Bay Road/Dogwood Road Connection $790,000 $790,000 Streets - Other Agency Funding Streets - Downtown Traffic Signals $160,000 $160,000 Streets - PMP Funds Streets - Downtown Traffic Signals $160,000 $200,000 $360,000 Streets - Other Agency Funding Streets - Galpin Blvd Imp (Hwy 5 N to City Limits)$10,500,000 $10,500,000 Streets - PMP MSA Funds Streets - Galpin Blvd Imp (Hwy 5 N to City Limits)$4,550,000 $4,550,000 Streets - PMP Assessments Streets - Lake Drive East/Great Plains Improvements $200,000 $200,000 Streets - PMP MSA Funds Streets - Lake Drive East/Great Plains Improvements $300,000 $300,000 Streets - PMP Assessments Streets - Market Blvd Improvements $680,000 $680,000 Streets - PMP MSA Funds Streets - Market Blvd Improvements $1,020,000 $1,020,000 Streets - TIF Funding Streets - Market Blvd Improvements $2,100,000 $2,100,000 Streets - PMP Assessments Streets - Pleasant View Road Reconstruction $880,000 $1,120,000 $2,000,000 Streets - PMP MSA Funds Streets - Pleasant View Road Reconstruction $1,320,000 $1,680,000 $3,000,000 Streets - MNDoT State Funding Streets - TH41 Roundabout at MMSW $2,450,000 $2,450,000 Streets - Other Agency Funding Streets - TH41 Roundabout at MMSW $400,000 $400,000 Streets - PMP Funds Streets - TH41 Roundabout at MMSW $100,000 $100,000 Streets - PMP Funds Streets - Trail Rehab along Highways $1,200,000 $1,200,000 Total PMP Fund CIP Items $26,125,000 $9,020,000 $7,540,000 $7,780,000 $4,850,000 $55,315,000 Items highlighted in yellow represent that portion of the project that will be aid from grants and aid from intergovernmental agencies Items highlighted in green represent that portion of the project that will be aid from grants and aid from intergovernmental agencies Items highlighted in orange represent that portion of the project that will be paid from tax increment financing revenue 4 317 CITY OF CHANHASSEN - ENTERPRISE FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN Water Fund CIP Items CIP Item FY2024 FY2025 FY2026 FY2027 FY2028 Total Utility Fund - Water Equipment - Breaker Bar Attachment $2,500 $2,500 Utility Fund - Water Equipment - Compacting Attachment for Excavator $2,500 $2,500 Utility Fund - Water Facilities - Public Works Fuel Island Canopy $60,000 $60,000 Utility Fund - Water Sewer - Lower Bluff Creek Trunk Utility Improvements $1,000,000 $1,000,000 Utility Fund - Water Streets - 2024 Street Improvements $855,000 $855,000 Utility Fund - Water Streets - 2025 Street Improvements $795,000 $795,000 Utility Fund - Water Streets - 2026 Street Improvements $990,000 $990,000 Utility Fund - Water Streets - 2027 Street Improvements $1,151,000 $1,151,000 Utility Fund - Water Streets - 2028 Street Improvements $775,000 $775,000 Utility Fund - Water Streets - Crimson Bay Road/Dogwood Road Connection $320,000 $320,000 Utility Fund - Water Streets - Galpin Blvd Imp (Hwy 5 N to City Limits) $790,000 $790,000 Utility Fund - Water Streets - Lake Drive East/Great Plains Improvements $50,000 $50,000 Utility Fund - Water Streets - Market Blvd Improvements $400,000 $400,000 Utility Fund - Water Streets - Pleasant View Road Reconstruction $520,000 $680,000 $1,200,000 Utility Fund - Water Vehicle #302 - Utilities Lift Station Service Truck $95,500 $95,500 Utility Fund - Water Vehicle #303 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Water Vehicle #305 - Leased Utilities Light Duty Pickup $4,383 $4,383 $4,650 $4,933 $4,933 $23,282 Utility Fund - Water Vehicle #306 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Water Vehicle #307 - Leased Utilities Compact SUV $3,172 $3,172 $3,370 $3,370 $3,570 $16,654 Utility Fund - Water Vehicle #308 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,950 $4,300 $19,050 Utility Fund - Water Vehicle #309 - Utilities Break Van $155,000 $155,000 Utility Fund - Water Vehicle #310 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Water Vehicle #312 - Utilities 1 Ton Plow Truck with Dump Box and Sander $50,000 $50,000 Utility Fund - Water Vehicle #313 - Sewer Vactor/Jetting Truck $145,000 $145,000 Utility Fund - Water Vehicle #314 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Water Vehicle #315 - Utilities Light Duty Pickup $7,200 $7,200 $7,200 $8,000 $29,600 Utility Fund - Water Vehicle #316 - Utilities Light Duty Pickup $3,600 $3,600 $4,000 $11,200 Utility Fund - Water Vehicle #317 - Utilities Light Duty Pickup $7,200 $7,200 $8,000 $22,400 Utility Fund - Water Water - Annual Well Rehabilitation $110,000 $51,000 $124,000 $76,000 $91,000 $452,000 Utility Fund - Water Water - Decommissioning 450 Radio System $125,000 $125,000 Utility Fund - Water Water - Fiber Connectivity $16,000 $16,500 $17,000 $17,500 $18,000 $85,000 Utility Fund - Water Water - Meter Reading Collection Improvements $60,000 $60,000 Utility Fund - Water Water - Trunk Watermain Rehabilitation $300,000 $300,000 $600,000 Utility Fund - Water Water - WTP Facility Deferred Maintenance $32,000 $84,000 $86,000 $88,000 $90,000 $380,000 Total Water Fund CIP Items $2,489,055 $1,381,755 $2,133,520 $2,202,153 $2,527,803 $10,734,286 1 318 CITY OF CHANHASSEN - ENTERPRISE FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN Sewer Fund CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Utility Fund - Sewer Equipment - Breaker Bar Attachment $2,500 $2,500 Utility Fund - Sewer Equipment - Compacting Attachment for Excavator $2,500 $2,500 Utility Fund - Sewer Facilities - Public Works Fuel Island Canopy $10,000 $10,000 Utility Fund - Sewer Parks - Lake Ann Park Beach Improvements $20,000 $20,000 Utility Fund - Sewer Sewer - Annual Sanitary Sewer Lift Station Rehabilitation $100,000 $105,000 $110,000 $115,000 $120,000 $550,000 Utility Fund - Sewer Sewer - Fiber Connectivity $16,000 $16,500 $17,000 $17,500 $18,000 $85,000 Utility Fund - Sewer Sewer - Inflow and Infiltration (I/I) Abatement $430,000 $230,000 $240,000 $250,000 $260,000 $1,410,000 Other Agency Funding Sewer - Lift Station Access Improvements $25,000 $25,000 Utility Fund - Sewer Sewer - Lift Station Access Improvements $125,000 $125,000 $250,000 Utility Assessments-Developer Sewer - Lower Bluff Creek Trunk Utility Improvements $8,000,000 $8,000,000 Utility Fund - Sewer Sewer - Lower Bluff Creek Trunk Utility Improvements $2,000,000 $2,000,000 Utility Assessments-Developer Sewer - Proposed 2010 MUSA Sanitary Sewer Lift Station $1,500,000 $1,500,000 Utility Fund - Sewer Sewer - Proposed 2010 MUSA Sanitary Sewer Lift Station $1,500,000 $1,500,000 Utility Fund - Sewer Streets - 2024 Street Improvements $670,000 $670,000 Utility Fund - Sewer Streets - 2025 Street Improvements $665,000 $665,000 Utility Fund - Sewer Streets - 2026 Street Improvements $800,000 $800,000 Utility Fund - Sewer Streets - 2027 Street Improvements $877,000 $877,000 Utility Fund - Sewer Streets - 2028 Street Improvements $475,000 $475,000 Utility Fund - Sewer Streets - Crimson Bay Road/Dogwood Road Connection $560,000 $560,000 Utility Fund - Sewer Streets - Galpin Blvd Imp (Hwy 5 N to City Limits) $460,000 $460,000 Utility Fund - Sewer Streets - Lake Drive East/Great Plains Improvements $50,000 $50,000 Utility Fund - Sewer Streets - Market Blvd Improvements $350,000 $350,000 Utility Fund - Sewer Streets - Pleasant View Road Reconstruction $405,000 $533,000 $938,000 Utility Fund - Sewer Vehicle #302 - Utilities Lift Station Service Truck $95,500 $95,500 Utility Fund - Sewer Vehicle #303 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Sewer Vehicle #305 - Leased Utilities Light Duty Pickup $4,383 $4,383 $4,650 $4,905 $4,933 $23,254 Utility Fund - Sewer Vehicle #306 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Sewer Vehicle #307 - Leased Utilities Compact SUV $3,172 $3,172 $3,370 $3,370 $3,570 $16,654 Utility Fund - Sewer Vehicle #308 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,950 $4,300 $19,050 Utility Fund - Sewer Vehicle #309 - Utilities Break Van $155,000 $155,000 Utility Fund - Sewer Vehicle #310 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Sewer Vehicle #312 - Utilities 1 Ton Plow Truck with Dump Box and Sander $50,000 $50,000 Utility Fund - Sewer Vehicle #313 - Sewer Vactor/Jetting Truck $435,000 $435,000 Utility Fund - Sewer Vehicle #314 - Utilities Light Duty Pickup $3,600 $3,600 $3,600 $3,600 $4,000 $18,400 Utility Fund - Sewer Vehicle #316 - Utilities Light Duty Pickup $3,600 $3,600 $4,000 $11,200 Total Sewer Fund CIP Items $2,367,055 $1,519,555 $1,674,120 $2,407,725 $14,110,803 $22,079,258 2 319 CITY OF CHANHASSEN - ENTERPRISE FUND PRELIMINARY 2024-2028 CAPITAL IMPROVEMENT PLAN Storm Water Fund CIP Items FY2024 FY2025 FY2026 FY2027 FY2028 Total Utility Fund - SW Mgmt Equipment - Compacting Attachment for Excavator $2,500 $2,500 Utility Fund - SW Mgmt Facilities - Public Works Fuel Island Canopy $60,000 $60,000 Utility Fund - SW Mgmt Parks - Lake Ann Park Beach Improvements $60,000 $60,000 Utility Fund - SW Mgmt Sewer - Lift Station Access Improvements $75,000 $50,000 $125,000 Utility Fund - SW Mgmt Stormwater - Annual Stormwater Pond Improvements $500,000 $525,000 $550,000 $575,000 $600,000 $2,750,000 Other Agency Funding Stormwater - Downtown Water Reuse Project $550,000 $550,000 Utility Fund - SW Mgmt Stormwater - Downtown Water Reuse Project $550,000 $550,000 Other Agency Funding Stormwater - Kerber Pond Ravine Stabilization $100,000 $100,000 Utility Fund - SW Mgmt Stormwater - Kerber Pond Ravine Stabilization $670,000 $670,000 Other Agency Funding Stormwater - Lotus Lake Water Quality BMP's $1,000,000 $50,000 $1,050,000 Utility Fund - SW Mgmt Stormwater - Lotus Lake Water Quality BMP's $550,000 $650,000 $250,000 $1,450,000 Utility Fund - SW Mgmt Stormwater - Upper Riley Creek Stabilization $100,000 $100,000 Utility Fund - SW Mgmt Streets - 2024 Street Improvements $1,780,000 $1,780,000 Utility Fund - SW Mgmt Streets - 2025 Street Improvements $1,760,000 $1,760,000 Utility Fund - SW Mgmt Streets - 2026 Street Improvements $2,130,000 $2,130,000 Utility Fund - SW Mgmt Streets - 2027 Street Improvements $2,350,000 $2,350,000 Utility Fund - SW Mgmt Streets - 2028 Street Improvements $1,310,000 $1,310,000 Utility Fund - SW Mgmt Streets - Crimson Bay Road/Dogwood Road Connection $140,000 $140,000 Utility Fund - SW Mgmt Streets - Lake Drive East/Great Plains Improvements $100,000 $100,000 Utility Fund - SW Mgmt Streets - Market Blvd Improvements $850,000 $850,000 Utility Fund - SW Mgmt Streets - TH41 Roundabout at MMSW $50,000 $50,000 Utility Fund - SW Mgmt Trailer #1F - 15,000 lbs Tandem Axle $5,000 $5,000 Total Storm Water Fund CIP Items $3,730,000 $4,530,000 $2,842,500 $4,625,000 $2,215,000 $17,942,500 Items highlighted in yellow represent that portion of the project that will be paid from grants and aid from intergovernmental agencies 3 320 City Council Item November 27, 2023 Item Chanhassen Bluffs Sports Complex File No.Item No: A.5 Agenda Section 5:30 P.M. - WORK SESSION Prepared By Laurie Hokkanen, City Manager Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Development & Redevelopment SUMMARY The City Council will continue ongoing discussions about the project and decide next steps, if any. See https://www.chanhassenmn.gov/government/projects/chanhassen-bluffs-sports-complex for additional information. BACKGROUND 2017 Parks Master Plan identifies needs and desires for additional park ameniities 2022 City convenes Parks Referendum Task Force 2022 City completes study with U of MN on sales tax funding possibility 2023 City receives special legislation to hold referendum to authorize 0.5 cent sales tax in November 2024 321 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Sales tax proposals in Bloomington, Edina, Golden Valley approved; Mounds View tax rejected Local Sales and Use Taxes Park and Recreation FlashVote March 2022 Chanhassen Bluffs Recreational Facility 6-20-23 Alternate Facility plan Avienda Park Dedication Estimate 322 11/8/23, 12:22 PM Sales tax proposals in Bloomington, Edina, Golden Valley approved; Mounds View tax rejected https://www.startribune.com/bloomington-edina-golden-valley-and-mounds-view-seeking-sales-tax-approval-on-election-day/600317630/1/3 $79 $89 $109 $65 LOCAL Sales tax proposals in Bloomington, Edina, Golden Valley approved; Mounds View tax rejected New taxes could be implemented as soon as April 2024. By Josie Albertson-Grove (https://www.startribune.com/josie-albertson-grove/10010118/) StarTribune NOV EMBER 8, 2023 — 6:31AM Voters in Bloomington, Edina and Golden Valley approved new or extended city sales taxes on Tuesday, while Mounds View voters rejected a sales tax proposal in their city. New sales taxes could take effect as early as April 2024. Bloomington In Bloomington, voters approved three separate questions that would implement a 0.5% sales tax for the next 20 years to raise $155 million for three major projects. The largest piece will fund a new, $100 million public health building and community center. Constructed on the site of the Creekside Community Center, the building would include a pool and fitness center. Voters approved using a sales tax to fund renovations at the Bloomington Ice Garden, including new ice and refrigeration systems, major roof repairs, and a reconfiguration of one of the ice rinks. Work was estimated to cost $37.3 million. The sales tax will also fund $20 million in upgrades to the Nine Mile Creek park system, including work to stabilize the creek bed against erosion and a new picnic shelter and playground. Edina Voters in Edina passed the extension of the city's existing 0.5% sales tax to fund $31.7 million in improvements at Braemar Arena, including a lobby renovation, parking expansion and a fifth sheet of ice. D AV I D J O L E S , STA R T R I B U N E Breakaway Academy 5th-graders practice hockey at Edina’s Braemar Arena in February 2022. The city is looking to collect more sales 323 11/8/23, 12:22 PM Sales tax proposals in Bloomington, Edina, Golden Valley approved; Mounds View tax rejected https://www.startribune.com/bloomington-edina-golden-valley-and-mounds-view-seeking-sales-tax-approval-on-election-day/600317630/2/3 The measure would not change the sales tax amount, but would extend its likely lifespan. Golden Valley Voters in Golden Valley approved a 1.25% sales tax for the next 20 years, which would raise $105 million for a new police and fire headquarters, and a new public works building. "This is so important for the vitality and future of our community," said Mayor Shep Harris on Tuesday night. Harris, who did not seek reelection, said the police, fire and public works departments have been trying to deliver 21st-century services from 20th-century facilities, and hoped the sales tax would spread out the burden of updating those buildings. "We're able to have everybody who not just lives, but works in and visits Golden Valley to share in the responsibility to have 21st-century facilities," Harris said. Mounds View In Mounds View, voters rejected a 1.5% sales tax that would have funded $16.5 million in upgrades to the city's community center. Improvements would have included a walking track, expanded fitness center, and additional sports courts. Local residents and elected officials questioned the study (https://www.startribune.com/mounds-view-sales-tax-2023-ballot-question- bloomington-golden-valley/600317664) used to estimate how much revenue the tax will raise, and how much it will cost the typical Mounds View resident. A DV E RT I S E M E N T 36 Hours in Lisbon S PONSORED BY THE NEW YORK T IMES Read More A DV E RT I S E M E N T Street Corn Pudding, Mmmm S PONSORED BY THE NEW YORK T IMES Read More 324 11/8/23, 12:22 PM Sales tax proposals in Bloomington, Edina, Golden Valley approved; Mounds View tax rejected https://www.startribune.com/bloomington-edina-golden-valley-and-mounds-view-seeking-sales-tax-approval-on-election-day/600317630/3/3 2023 Minnesota elections Results and news on the races for Minneapolis and St. Paul city councils, Duluth mayor and some city council seats, as well as in counties, cities and towns and school boards across the state. (https://www.startribune.com/2023-elections-minnesota-voters-guide- results/600316752/) Josie Albertson-Grove covers the western Twin Cities suburbs for the Star Tribune. josie.grove@startribune.com 325 Local Sales and Use Taxes Including Special Local Taxes* Effective 10/1/2023 – 12/31/2023 1 Minnesota Revenue, Local Sales and Use Taxes City/County Type of Tax Begin Date Rate Albert Lea Sales and Use Tax 4/1/06 0.50% Anoka County Transit Sales and Use Tax 10/1/17 0.25% Austin Sales and Use Tax 4/1/07 0.50% Avon Sales and Use Tax 10/1/19 0.50% Baxter Sales and Use Tax 10/1/06 0.50% Becker County Transit Sales and Use Tax 7/1/14 0.50% Beltrami County Transit Sales and Use Tax 4/1/14 0.50% Bemidji Sales and Use Tax 1/1/06 0.50% Benton County Transit Sales and Use Tax 10/1/19 0.50% Blue Earth Sales and Use Tax 10/1/19 0.50% Blue Earth County Transit Sales and Use Tax 4/1/16 0.50% Brainerd Sales and Use Tax 4/1/07 0.50% Brown County Transit Sales and Use Tax 4/1/16 0.50% Cambridge Sales and Use Tax 10/1/19 0.50% Carlton County Transit Sales and Use Tax Sales and Use Tax 4/1/15 4/1/23 0.50% 0.50% Carver County Transit Sales and Use Tax 10/1/17 0.50% Cass County Transit Sales and Use Tax 4/1/16 0.50% Chisago County Transit Sales and Use Tax 4/1/16 0.50% Clay County Sales and Use Tax 10/1/17 0.50% Clearwater Sales and Use Tax 10/1/08 0.50% Cloquet Sales and Use Tax 4/1/23 4/1/13 – 3/31/23 1.00% 0.50% Cook County Sales and Use Tax Transit Sales and Use Tax 4/1/10 1/1/17 1.00% 0.50% Crow Wing County Transit Sales and Use Tax 4/1/16 0.50% Dakota County Transit Sales and Use Tax 10/1/17 0.25% Detroit Lakes Food and Beverage Tax* Sales and Use Tax 4/1/11 10/1/19 – 6/30/23 1.00% 0.50% Dodge County Transit Sales and Use Tax 1/1/19 0.50% Douglas County Transit Sales and Use Tax 10/1/14 0.50% Duluth Sales and Use Tax 10/1/19 1/1/70 – 9/30/19 1.50% 1.00% East Grand Forks Sales and Use Tax 1/1/18 – 9/30/20 1.00% Edina Sales and Use Tax 4/1/23 0.50% Elk River Sales and Use Tax 10/1/19 0.50% Excelsior Sales and Use Tax 10/1/19 0.50% Fairmont Sales and Use Tax 10/1/17 0.50% Fergus Falls Sales and Use Tax 10/1/23 1/1/18 – 9/30/22 0.50% 0.50% Fillmore County Transit Sales and Use Tax 1/1/15 0.50% Freeborn County Transit Sales and Use Tax 1/1/16 0.50% Garrison, Kathio, West Mille Lacs Sanitary District (GKWMLL Sanitary District) Sales and Use Tax 1/1/18 1.00% Giants Ridge Recreation Area Admissions and Recreation Tax* Food and Beverage Tax* Lodging Tax* 7/1/11 7/1/11 7/1/11 2.00% 1.00% 2.00% 326 Local Sales and Use Taxes Including Special Local Taxes* Effective 10/1/2023 – 12/31/2023 2 Minnesota Revenue, Local Sales and Use Taxes City/County Type of Tax Begin Date Rate Glenwood Sales and Use Tax 1/1/20 0.50% Goodhue County Transit Sales and Use Tax 1/1/19 0.50% Grand Rapids Sales and Use Tax 4/1/23 0.50% Hennepin County Sales and Use Tax Transit Sales and Use Tax 1/1/07 10/1/17 0.15% 0.50% Hermantown Sales and Use Tax 4/1/23 4/1/13 – 3/31/23 1/1/00 – 3/31/13 1.50% 1.00% 0.50% Hubbard County Transit Sales and Use Tax 7/1/15 0.50% Hutchinson Sales and Use Tax 1/1/12 0.50% International Falls Sales and Use Tax 10/1/19 1.00% Isanti County Transit Sales and Use Tax 7/1/19 0.50% Itasca County Sales and Use Tax 4/1/23 1.00% Kanabec County Transit Sales and Use Tax 1/1/20 0.50% Kandiyohi County Transit Sales and Use Tax 4/1/18 0.50% Koochiching County Transit Sales and Use Tax 4/1/22 0.50% Lake County Transit Sales and Use Tax Lodging Tax* 4/1/17 10/1/20 0.50% 4.00% Lake of the Woods County (Does not include lodging establishments located within the Baudette city limits effective 6/30/22.) Lodging Tax* 1/1/21 3.00% Lanesboro Sales and Use Tax 1/1/12 0.50% Le Sueur County Transit Sales and Use Tax 4/1/21 0.50% Litchfield Sales and Use Tax 7/1/23 0.50% Lyon County Transit Sales and Use Tax 10/1/15 – 6/30/20 0.50% Mankato Sales Tax 4/1/92 0.50% Use Tax 1/1/00 0.50% Food and Beverage Tax* 4/1/09 0.50% Entertainment Tax* 4/1/09 0.50% Lodging Tax* 10/1/21 3.00% Maple Grove Sales and Use Tax 4/1/23 0.50% Marshall Sales and Use Tax 4/1/13 0.50% Food and Beverage Tax* 7/1/13 1.50% McLeod County Transit Sales and Use Tax 1/1/20 0.50% Medford Sales and Use Tax 4/1/13 0.50% Metro Area Sales and Use Tax for Housing (Includes the counties of Anoka, Carver, Dakota, Hennepin, Ramsey, Scott, and Washington) Sales and Use Tax 10/1/23 0.25% Metro Area Transportation (Includes the counties of Anoka, Carver, Dakota, Hennepin, Ramsey, Scott, and Washington) Sales and Use Tax 10/1/23 0.75% Mille Lacs County Transit Sales and Use Tax 1/1/17 0.50% 327 Local Sales and Use Taxes Including Special Local Taxes* Effective 10/1/2023 – 12/31/2023 3 Minnesota Revenue, Local Sales and Use Taxes City/County Type of Tax Begin Date Rate Minneapolis Sales and Use Tax 2/1/87 0.50% Downtown Liquor Tax* 2/1/87 3.00% Downtown Restaurant Tax* 2/1/87 3.00% Entertainment Tax* 10/1/69 3.00% Lodging Tax* 10/1/19 3.00% 10/1/17 – 9/30/19 2.125% 4/1/02 – 9/30/17 2.625% Moorhead Sales and Use Tax 4/1/23 0.50% Moose Lake Sales and Use Tax 10/1/17 0.50% Morrison County Transit Sales and Use Tax 1/1/18 0.50% Mower County Transit Sales and Use Tax 1/1/18 0.50% New London Sales and Use Tax 10/1/17 0.50% New Ulm Sales and Use Tax 4/1/01 0.50% Nicollet County Transit Sales and Use Tax 1/1/18 0.50% Nobles County Transit Sales and Use Tax 1/1/21 0.50% Norman County Transit Sales and Use Tax 7/1/22 0.50% North Mankato Sales and Use Tax 10/1/08 0.50% Food and Beverage Tax* 4/1/20 0.50% Oakdale Sales and Use Tax 4/1/23 0.50% Olmsted County Transit Sales and Use Tax 7/1/17 0.50% Transit Sales and Use Tax 1/1/14 – 6/30/17 0.25% Otter Tail County Transit Sales and Use Tax 1/1/16 0.50% Owatonna Sales and Use Tax 4/1/07 – 6/30/11 0.50% Perham Sales and Use Tax 1/1/20 0.50% Pine County Transit Sales and Use Tax 1/1/17 0.50% Polk County Transit Sales and Use Tax 1/1/18 0.25% Proctor Sales and Use Tax 10/1/17 1.00% 4/1/00 – 9/30/17 0.50% Food and Beverage Tax* 4/1/15 1.00% Ramsey County Transit Sales and Use Tax 10/1/17 0.50% Redwood County Transit Sales and Use Tax 4/1/19 0.50% Renville County Transit Sales and Use Tax 1/1/23 0.50% Rice County Transit Sales and Use Tax 1/1/14 0.50% Rochester Sales and Use Tax 1/1/16 0.75% Sales and Use Tax 1/1/93 – 12/31/15 0.50% Lodging Tax* 9/1/71 7.00% Rogers Sales and Use Tax 10/1/19 0.25% Roseau County Transit Sales and Use Tax 1/1/22 0.50% St. Cloud Liquor Tax* 2/1/87 1.00% Food Tax* 2/1/87 1.00% St. Cloud Area (Includes the cities of St. Augusta, St. Cloud, St. Joseph, Sartell, Sauk Rapids, and Waite Park) Sales and Use Tax 1/1/03 0.50% St. Louis County Transit Sales and Use Tax 4/1/15 0.50% 328 Local Sales and Use Taxes Including Special Local Taxes* Effective 10/1/2023 – 12/31/2023 4 Minnesota Revenue, Local Sales and Use Taxes City/County Type of Tax Begin Date Rate St. Paul Sales Tax 9/1/93 0.50% Use Tax 1/1/00 0.50% Lodging Tax less than 50 rooms* 4/1/04 3.00% Lodging Tax 50+ rooms* 10/1/19 7.00% 4/1/04 – 09/30/19 6.00% St. Peter Sales and Use Tax 7/1/22 0.50% Sauk Centre Sales and Use Tax 1/1/20 0.50% Scanlon Sales and Use Tax 1/1/20 0.50% Scott County Transit Sales and Use Tax 10/1/15 0.50% Sherburne County Transit Sales and Use Tax 1/1/19 0.50% Spicer Sales and Use Tax 10/1/17 0.50% Staples Sales and Use Tax 4/1/23 0.50% Stearns County Transit Sales and Use Tax 1/1/18 0.25% Steele County Transit Sales and Use Tax 4/1/15 0.50% Todd County Transit Sales and Use Tax 1/1/15 0.50% Transit Improvement Area (Includes the counties of Anoka, Dakota, Hennepin, Ramsey, and Washington) Sales and Use Tax 7/1/08 – 9/30/17 0.25% Two Harbors Sales and Use Tax 10/1/19 1.00% 4/1/99 – 9/30/19 0.50% Lodging Tax 10/1/20 1.00% Virginia Sales and Use Tax 1/1/20 1.00% Wabasha County Transit Sales and Use Tax 4/1/16 0.50% Wadena County Transit Sales and Use Tax 4/1/14 0.50% Waite Park Sales and Use Tax 4/1/23 0.50% Walker Sales and Use Tax 1/1/18 1.50% Warren Sales and Use Tax 4/1/23 0.50% Waseca County Transit Sales and Use Tax 4/1/19 0.50% Washington County Transit Sales and Use Tax 10/1/21 0.50% 10/1/17 – 9/30/21 0.25% West St. Paul Sales and Use Tax 1/1/20 0.50% Willmar Sales and Use Tax 10/1/19 1/1/06 – 12/31/12 0.50% 0.50% Winona County Transit Sales and Use Tax 1/1/17 0.50% Worthington Sales and Use Tax 1/1/20 4/1/09 – 9/30/18 0.50% 0.50% Wright County Transit Sales and Use Tax 10/1/17 0.50% Woodbury Lodging Tax 4/1/23 3.00% 329 330 331 332 333 334 335 336 337 338 339 340 341 CHANHASSEN BLUFFS RECREATIONAL FACILITY © Copyright RSP Architects 2023. All rights reserved. Project No.: RSP Architects 1220 Marshall Street NE Minneapolis Minnesota 55413 612.677.7100 612.677.7499 fax www.rsparch.com 6/20/2023 12:45:06 PM SITE PLAN CHANHASSEN BLUFFS -RECREATIONAL FACILITY 06-20-2023 A0 283200300 1" = 60'-0"1 SITE PLAN NORTH 342 OPEN TO FIELD HOUSE BELOW HALL OF FAME LOBBY ROOF 8730 SF CONCOURSE WALKING TRACK3700 SF CONCOURSE RINK 2 1,500 CAPACITY RINK 1 800 CAPACITY WOMENS550 SF CONCESSION 550 SF OFFICE/ADMIN. SPACE4540 SF RESTAURANT / BAR 200' - 0"220' - 0"3340 SF COMMUNITY ROOM MENS BOOSTER SALES BRANDED SIGNAGE WALL BRANDED SIGNAGE WALL TICKETING GLAZINGGLAZINGGLAZINGGLAZING BOOSTER SALES 470 SF ICE VIEWING 9800 SF 1/7 MILE WALKING TRACK MW © Copyright RSP Architects 2023. All rights reserved. Project No.: RSP Architects 1220 Marshall Street NE Minneapolis Minnesota 55413 612.677.7100 612.677.7499 fax www.rsparch.com 6/20/2023 12:45:10 PM CONCOURSE LEVEL CHANHASSEN BLUFFS -RECREATIONAL FACILITY 06-20-2023 A1 283200300 1" = 20'-0"1 CONCOURSE LEVEL FLOOR PLAN NORTH 343 48"1, 22M 48"1, 22M 48"1, 22M WOMENS LOCKER 2290 SF LOBBY 200 SF STORAGE 43610 SF FIELD HOUSE 250 SF REF. ROOM 250 SF REF. ROOM 250 SF COACH OFFICE 250 SF COACH OFFICE 190 SF STORAGE 3280 SF FITNESS / TRAINING 4090 SF ICE EQUIPMENT AND ZAMBONI 400 SF LOCKER ROOM 470 SF LOCKER ROOMS560 SFBENCHESCLOCK16220 SF RINK 2 16220 SF RINK 1 190 SF STORAGE 2620 SF BUILDING SERVICES2230 SF BUILDING SERVICES MENS LOCKER 5850 SF INDOOR PLAYGROUND WOMENSMENS SOFT SEATING VEHICLE ACCESS TO ICE LEVEL 1040 SF VARSITY LOCKER ROOM 1040 SF VARSITY LOCKER ROOM 400 SF LOCKER ROOM 400 SF LOCKER ROOM 250 SF COACH OFFICE SOFT SEATING SOFT SEATING 1020 SF VARSITY LOCKER ROOM 250 SF COACH OFFICE 400 SF LOCKER ROOM 400 SF LOCKER ROOM 400 SF LOCKER ROOM 390 SF LOCKER ROOM 940 SF VARSITY LOCKER ROOM 480 SF LOCKER ROOM 400 SF LOCKER ROOM 250 SF PARTY ROOM 250 SF PARTY ROOM 69' - 11"51' - 4"200' - 0"220' - 0"570 SF SKATE RENTAL / SHARPENING 720 SF TRAINING 330 SF VIDEO REVIEW 2040 SF FIELDHOUSE STORAGE SOFT SEATING 113' - 11" © Copyright RSP Architects 2023. All rights reserved. Project No.: RSP Architects 1220 Marshall Street NE Minneapolis Minnesota 55413 612.677.7100 612.677.7499 fax www.rsparch.com 6/20/2023 12:45:13 PM ICE LEVEL CHANHASSEN BLUFFS -RECREATIONAL FACILITY 06-20-2023 A2 283200300 1" = 20'-0"1 ICE LEVEL FLOOR PLAN NORTH 344 448"1, 22M 48"1, 22M 48"1, 22M OPEN TO FIELD HOUSE BELOW HALL OF FAME LOBBY ROOF 3700 SF CONCOURSE 3700 SF CONCOURSE RINK 2 800 CAPACITY RINK 1 800 CAPACITY 630 SF CONCESSION 430 SF OFFICE ADMIN. SPACE 200' - 0"220' - 0"3360 SF COMMUNITY ROOM / FITNESS BOOSTER SALES BRANDED SIGNAGE WALL BRANDED SIGNAGE WALL TICKETING GLAZINGGLAZINGGLAZINGGLAZING BOOSTER SALES 9800 SF 1/7 MILE WALKING TRACK MW WOMENS MENS © Copyright RSP Architects 2023. All rights reserved. Project No.: RSP Architects 1220 Marshall Street NE Minneapolis Minnesota 55413 612.677.7100 612.677.7499 fax www.rsparch.com 8/15/2023 12:22:39 PM CONCOURSE LEVEL CHANHASSEN BLUFFS -RECREATIONAL FACILITY 06-20-2023 A1 283200300 1" = 20'-0"1 CONCOURSE LEVEL FLOOR PLAN NORTH 345 WOMENS LOCKER 2290 SF LOBBY 200 SF STORAGE 43610 SF FIELD HOUSE 250 SF REF. ROOM 250 SF REF. ROOM 250 SF COACH OFFICE 250 SF COACH OFFICE 180 SF STORAGE 4090 SF ICE EQUIPMENT AND ZAMBONI 16220 SF RINK 2 16220 SF RINK 1 190 SF STORAGE 2750 SF BUILDING SERVICES MENS LOCKER SOFT SEATING VEHICLE ACCESS TO ICE LEVEL 1040 SF VARSITY LOCKER ROOM 1040 SF VARSITY LOCKER ROOM SOFT SEATING SOFT SEATING 250 SF COACH OFFICE 400 SF LOCKER ROOM 400 SF LOCKER ROOM 400 SF LOCKER ROOM 390 SF LOCKER ROOM 940 SF VARSITY LOCKER ROOM 480 SF LOCKER ROOM 200' - 0"220' - 0"310 SF SKATE RENTAL / SHARPENING 430 SF VIDEO REVIEW 2040 SF FIELDHOUSE STORAGE 400 SF LOCKER ROOM 400 SF LOCKER ROOM 400 SF LOCKER ROOM 400 SF TRAINING 1040 SF VARSITY LOCKER ROOM 180 SF STORAGE © Copyright RSP Architects 2023. All rights reserved. Project No.: RSP Architects 1220 Marshall Street NE Minneapolis Minnesota 55413 612.677.7100 612.677.7499 fax www.rsparch.com 8/15/2023 12:22:40 PM ICE LEVEL CHANHASSEN BLUFFS -RECREATIONAL FACILITY 06-20-2023 A2 283200300 1" = 20'-0"1 ICE LEVEL FLOOR PLAN NORTH 346 CHANHASSEN BLUFFS RECREATIONAL FACILITY © Copyright RSP Architects 2023. All rights reserved. Project No.: RSP Architects 1220 Marshall Street NE Minneapolis Minnesota 55413 612.677.7100 612.677.7499 fax www.rsparch.com 8/15/2023 12:23:15 PM SITE PLAN CHANHASSEN BLUFFS -RECREATIONAL FACILITY 06-20-2023 A0 283200300 1" = 60'-0"1 SITE PLAN NORTH 347 Avienda Park Dedication Fee Estimate 8/9/2023 Villa Homes 31 Units 5,800$ per unit 179,800$ Single Family 8 Units 5,800$ per unit 46,400$ Row Homes 53 Units 3,800$ per unit 201,400$ Apartments 400 Units 3,800$ per unit 1,520,000$ 55+ Apartments 150 Units 3,800$ per unit 570,000$ Commerial Land 40 Acres 12,500$ per acre 500,000$ Total 3,017,600$ Less Credits for Deeded Land (485,000)$ Net Estimated Park Dedication Fees for Avienda 2,532,600$ 348 City Council Item November 27, 2023 Item Future Work Session Schedule File No.Item No: A.6 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: December 11, 2023 Final Review of Proposed 2024 Levy, Budgets, and CIP for all funds (if needed, TBD on November 27) January 8, 2024 2024 Council Priorities discussion 2024 Legislative Priorities January 22, 2024 Gorra property discussion Pending items: 349 Road funding discussion Short-Term Rental Ordinance assessment Police Contract and Service Levels Discussion Broadband Service SAC Policy BACKGROUND Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City Council meeting, but may be scheduled for other times as needed. DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 350 City Council Item November 27, 2023 Item Invitation to December 2 Tree Lighting Ceremony File No.Item No: C.1 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 We are excited to invite all Chanhassen area residents, their families, and friends to join the community on Saturday, December 2 for the annual Tree Lighting Ceremony at City Center Park Plaza. The official lighting of City Center Park will take place at 5:00 p.m., and there will be bonfires, s'mores, refreshments, caroling, live reindeer, a Toys for Tots donation station, and a special visit from Santa Claus. We hope to see you there! Special thanks go out to BuyChanhassen, SouthWest Metro Chamber of Commerce, The Mustard Seed Landscaping & Garden Center, and SouthWest Transit for making this annual celebration possible. BACKGROUND DISCUSSION 351 BUDGET RECOMMENDATION ATTACHMENTS 352 City Council Item November 27, 2023 Item Approve City Council Minutes dated November 13, 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 November 13, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS November 13, 2023 City Council Work Session Minutes 353 November 13, 2023 City Council Regular Meeting Minutes 354 CHANHASSEN CITY COUNCIL WORK SESSION MINUTES NOVEMBER 13, 2023 Mayor Ryan called the work session to order at 5:30 p.m. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, and Councilman Kimber. COUNCIL MEMBERS ABSENT:Councilman von Oven. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Jerry Ruegemer, Park and Recreation Director; Rick Rice, IT Manager; Kelly Grinnell, Finance Director; Ari Lyksett, Communications Manager; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Trace Jacques, BKV Group Paul Michell, BKV Group (via Teams) Mike Healy, BKV Group Kelly Naylor, BKV Group Dustin Phillips, Kraus-Anderson Megan Livgard, Kraus-Anderson Bryan Harjes, HKGi Hannah Schmitz, HKGi Judy Harder, 541 West 78th Street CHANHASSEN CIVIC CAMPUS UPDATE Bryan Harjes of HKGi presented site-related updates, as well as a storyboard showing the sequence and progression of the site, and still shots of a three-dimensional model of the entire campus and park space. The City Council responded positively to the updated civic campus layout. Elevator options were discussed, as well as Library parking issues. Trace Jacques of BKV Group presented three-dimensional drawings of the exterior design of the city hall building and provided four stage cover options for the performance area on the site. Kelly Naylor of BKV Group presented interior design drawings of the city hall building. PRESENTATION OF PRELIMINARY 2024 UTILITY FUND BUDGETS AND 2024-2028 CAPITAL IMPROVEMENT PLAN (CIP) Finance Director Kelly Grinnell reviewed the preliminary 2024 utility fund budgets. The revenue and expenditures of the water, sewer, and stormwater utility fund budgets and the 2024-2028 CIP amounts for each of these funds were presented. Mayor Ryan recessed the work session at 6:55 p.m. 355 City Council Work Session Minutes – November 13, 2023 2 Mayor Ryan reconvened the work session at 8:08 p.m. Ms. Grinnell presented an overview of the CIP process, the 2024 CIP items, and the 2025-2028 CIP items. In addition to the Water, Sewer, and Stormwater capital funds, the following capital funds were reviewed: Vehicle and Equipment, Park Renovation, Capital Facilities, Park Acquisition and Development, Civic Campus Project, Transportation Infrastructure Management (TIM), and Pavement Management Program (PMP). Presentations of each 2024-2028 CIP fund included detailed lists of the items in each fund, the 2024 funding uses, and the 2024 funding sources. Ms. Grinnell presented tables comparing the 2024 preliminary capital funds levy to the projected 2025 to 2028 capital fund levies and an all-fund levy comparison for 2023 to 2028 showing the percentage of levy increase for each year. A final review and discussion of the 2024 General Fund budget, 2024 to 2028 CIP, tax levy for all funds, and levy impact on property owners will be presented at the City Council work session on November 27, 2023. A final review of the proposed budget and levy will be presented at the work session on December 11, 2023. The Truth-in-Taxation public hearing will also be held on December 11 during the regular City Council meeting, and the City Council will adopt a resolution approving the 2024 final levy and budget. The City Council discussed the presentation. Mayor Ryan thanked Ms. Grinnell for the clarity of the information provided in the budget staff reports and presentations. DISCUSS CLOCKTOWER PARCEL Planning Director Eric Maass reviewed a request for potential development on the city’s clock tower parcel located on West 78th Street in downtown Chanhassen. Mr. Maass asked the City Council for direction on selling the parcel at this time or if they prefer to hold the city-owned parcel for future redevelopment of the adjacent Colonial Square parcel or other adjacent parcels to maintain flexibility in the area. The City Council discussed concerns regarding access and parking for the proposed development of the clock tower parcel and directed staff to deny the request to purchase the clock tower parcel for development at this time. METRONET UPDATE City Manager Laurie Hokkanen stated that Metronet had entered into a franchise agreement with the city in August of 2021. On October 31, 2023, Metronet notified the city that they were no longer interested in providing cable TV services to the city and indicated their desire to terminate the franchise agreement. Today, Ms. Hokkanen spoke with Randy Lehs, who oversees CarverLink, a publicly owned broadband fiber optics network. Carver County has invested funds with Metronet to bring fiber to every home in Carver County. CarverLink is currently negotiating with Metronet to reconsider overbuilding in Chanhassen. Ms. Hokkanen recommends that the City Council not terminate the franchise agreement at this time but wait for Carver County to continue communicating with Metronet. The City Council discussed the issue and agreed with the recommendation to wait. 356 City Council Work Session Minutes –November 13,2023 3 FUTURE WORK SESSION SCHEDULE November 27, 2023 Downtown Traffic Study Downtown Redevelopment Project Tax Increment Financing Aquatic Invasive Species (AIS) Program Presentation Final Review of Proposed 2024 Levy, Budgets, and CIP for all funds Chanhassen Bluffs Sports Complex December 11, 2023 Final Review of Proposed 2024 Levy, Budgets, and CIP for all funds (if needed, TBD on November 27) Civic Campus Update? January 8, 2024 2024 City Council Priorities Discussion 2024 Legislative Priorities City Council Roundtable January 22, 2024 Gorra Property Discussion The work session adjourned at 9:24 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 357 CHANHASSEN CITY COUNCIL REGULAR MEETING MINUTES NOVEMBER 13, 2023 Mayor Ryan called the meeting to order at 7:00 p.m. Cub Scout Pack 303 opened the meeting with the Pledge of Allegiance. COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman Schubert, and Councilman Kimber. COUNCIL MEMBERS ABSENT:Councilman von Oven. STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Jerry Ruegemer, Park and Recreation Director; Don Johnson, Fire Chief; Lt. Lance Pearce, Carver County Sherrif’s Office; Rick Rice, IT Manager; Kelly Grinnell, Finance Director; Ari Lyksett, Communications Manager; Andrea McDowell Poehler, City Attorney; and Kim Meuwissen, City Clerk. PUBLIC PRESENT: Cub Scout Pack 303 Chanhassen High School Robotics Team Judy Harder, 541 West 78th Street Chris Simmons, Managing Director, Transwestern CONSENT AGENDA: Councilman McDonald motioned, Councilman Kimber seconded that the City Council approve the following consent agenda items 1 through 12 pursuant to the City Manager’s recommendations: 1. Approve Special City Council Meeting Minutes dated October 30, 2023 2. Approve City Council Special Meeting Minutes dated October 23, 2023 3. Receive Planning Commission Meeting Minutes dated October 3, 2023 4. Approve Claims Paid dated November 13, 2023 5. Adopt Earned Sick and Safe Time Policy 6. Approve Paid Time Off Conversion Plan 7. Approve an Encroachment Agreement between the City of Chanhassen and David J. Glaza and Anjuli V. Glaza 358 City Council Minutes – November 13, 2023 2 8.Resolution 2023-84:Accept Public Utility Improvements in Berrospid Addition, City Project No. 2021-10 9.Resolution 2023-85:Accept a $600 Donation from Chanhassen Nicolet Bank 10.Resolution 2023-86:Award Construction Contract for Lift Station #3 Forcemain Replacement 11.Resolution 2023-87:Authorize Contract for Geotechnical Services for the 2024 City Pavement Rehabilitation Project (#24-01) 12.Ordinance 719: Amending Chapter 20, Zoning of the Chanhassen City Code Updating Development Requirements Related to Minimum Parking Standards All voted in favor, and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS. 1. Chanhassen High School Robotics Team The Chanhassen High School Robotics Team members shared about the First Tech Challenge and their robotics team. They also reviewed their community initiatives, including the Chanhassen Library Demos, Minnesota State Fair, and non-profit summer camp. The members showed their robot in the mid-design process. Mayor Ryan thanked the robotics team for the impact they are making in the community and congratulated them on the great work they are doing. She invited them back to show their finished robot. 2. Judy Harder Citizen Action Request Judy Harder, 541 West 78th Street, requested information about environmental concerns in the new civic campus. Mayor Ryan shared that she would communicate this information in a mayor’s message when they receive this information. FIRE DEPARTMENT/LAW ENFORCEMENT UPDATES. 1. Quarterly Fire Department Update Fire Chief Johnson updated the Council on fire department staffing and training. The fire department is running 14 percent ahead of last year. They held their annual fire department open house and received 450 youth visits at the fire station and 500 youth visits to daycares or schools for fire prevention month. 359 City Council Minutes – November 13, 2023 3 2. Quarterly Law Enforcement Update Lieutenant Lance Pearce updated the Council on their third-quarter activity. They had 2,782 service calls in total. This has decreased 23 percent from last year. Crimes increased between the second and third quarters, including forgery and burglary. There were 37 mental health calls, which has decreased from the second quarter and from 2022. He reminded citizens to close their garage doors and to remove their keys and personal items from their vehicles to prevent crimes of opportunity. He encouraged citizens who receive fraudulent calls about owing money to law enforcement to call the non-emergency phone number and not to submit any payments. PUBLIC HEARINGS.None. GENERAL BUSINESS. 1. Consider a Request for Preliminary Plat and Final Plat, Site Plan, Conditional Use Permit, and Sign Variance for a Drive-Through Restaurant located at 800 West 78th Street, Case of Café Zupas Planning Director Eric Maass displayed the preliminary plat, final plat, sign variance, and the site plan for 800 West 78 th Street. He reviewed the plat and site plan request, conditional use permit, and variance request. Councilman McDonald asked if Café Zupas indicated their hardship in order to receive permission for two signs at the same elevation. Mr. Maass shared that Café Zupas had discussed the hardships with the city as a part of their application submittal. Councilman McDonald asked for clarification on the drive-through. Mr. Maass confirmed staff is not recommending approval of the site plan and conditional use permit requests because drive- throughs are no longer permitted in the Central Business District. Councilwoman Schubert asked whether there was a potential for the online order pick-up drive- through option like another restaurant. Mr. Maass shared that since this location was in the Central Business District, a drive-through of any kind would not be permitted. Councilman Kimber asked whether Café Zupas was provided an opportunity to make proposal changes. Mr. Maass stated staff reached out to Café Zupas with the newly revised ordinance, and they were given the opportunity to update their application. Café Zupas elected to move forward with their proposal as originally submitted. 360 City Council Minutes – November 13, 2023 4 Chris Simmons, 470 North Mississippi River, St. Paul, Managing Director at Transwestern and a representative for Café Zupas, explained companies require drive-throughs for the convenience of customers. He reviewed Café Zupas' financial investment and time into these plans for a Chanhassen location. He shared that sales increase by 30 percent for companies with a drive- through window. Councilman McDonald asked if Café Zupas had an app for customers to order ahead for pickup. He also asked for percentages of individuals who go into the restaurant to eat versus those who go through the drive-through. Mr. Simmons did not have a specific number but explained that Café Zupas encourages individuals to order ahead on the mobile app. Councilman McDonald asked whether the drive-through pickup was more important than a drive-through. Mr. Simmons did not have a specific answer. Councilman McDonald questioned if the two signs were on Café Zupas in other cities and if it was important for marketing. Mr. Simmons stated it is a part of their branding. Mr. Maass shared staff is supportive of their sign request. Councilman McDonald inquired if Café Zupas would not come to town if they did not receive their drive-through. Mr. Simmons affirmed that Café Zupas would not be built in Chanhassen without the drive-through. After the pandemic, companies with pick-up windows thrived. Councilman McDonald recalled that the Minneapolis City Council approved an ordinance prior to the pandemic to prohibit restaurants with drive-throughs; however, they have since changed this ordinance. Mr. Simmons stated that many companies he represents do not build in cities with moratoriums on drive-throughs. Mayor Ryan stated companies are leaving Minneapolis and St. Paul for reasons other than the drive-through moratorium. She shared the drive-through and the setbacks are issues with the Café Zupas plan. She stated they would love Café Zupas in Chanhassen, and the city has suggested other locations where Café Zupas could be built with a drive-through. Councilman McDonald shared he disagreed with the Mayor and believes this would be a great opportunity to develop within the Lunds and Byerlys parking lot. Councilman McDonald moved that the Chanhassen City Council adopt an amended Findings of Fact and Decision approving the requested subdivision, final plat, and variance and approving the requested site plan and conditional use permit for Café Zupas. The motion failed for lack of a second. Councilman Kimber agreed with the findings of fact and decision. He stated this restaurant would do great in Chanhassen in another location. He shared the need to stick with the guidelines proposed. 361 City Council Minutes –November 13, 2023 5 Councilwoman Schubert added that an additional drive-through would increase traffic during the lunch hour and would not be favorable. Councilman Kimber moved, Councilwoman Schubert seconded that the Chanhassen City Council approve the Findings of Facts and Decision in approving the requested subdivision, preliminary plat, final plat, and the sign variance,and denying the requested site plan and conditional use permit for a drive-through restaurant,Café Zupas, located at 800 West 78th Street.The motion carried with a vote of 3 to 1. Councilman McDonald voted nay. COUNCIL PRESENTATIONS.None. ADMINISTRATIVE PRESENTATIONS.None. CORRESPONDENCE DISCUSSION. 1.October 2023 Communications Update 2.Letter of Support for Carver County 2024 Regional Solicitation Application Minnesota River Bluffs Regional Trail project Councilwoman Schubert 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 8:02 p.m. Submitted by Laurie Hokkanen City Manager Prepared by Kim Meuwissen City Clerk 362 City Council Item November 27, 2023 Item Receive Planning Commission Meeting Minutes dated October 17, 2023 File No.Item No: D.2 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Planning Commission Meeting Minutes dated October 17, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 363 Planning Commission Minutes dated October 17, 2023 364 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES OCTOBER 17, 2023 CALL TO ORDER: Chairman Noyes called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Erik Johnson, Kelsey Alto, Ryan Soller, Edward Goff, Steve Jobe MEMBERS ABSENT: Perry Schwartz STAFF PRESENT: Rachel Arsenault, Associate Planner; Eric Maass, Planning Director. PUBLIC PRESENT: None. PUBLIC HEARINGS: 1. PUBLIC HEARING: ORDINANCE XXX AMDENDING CITY CODE DEFINITIONS RELEVANT TO CENTRAL BUSINESS DISTRICT ZONING DISTRICT Associate Planner Rachel Arsenault shared the changes to the City Code definitions. There were definition changes to commercial office, commercial retail, commercial services, and entertainment. Chair Noyes asked if there were questions about the definitions. Commissioner Goff asked for an update on the name of the Central Business District. Planning Director Eric Maass stated staff is working with the City Attorney and will formally update the Planning Commission when this is finalized. Commissioner Soller questioned the inclusion of government services in the Central Business District. He asked if the civic campus would be located within the Central Business District. Mr. Maass shared it is not currently zoned this way but will be in the future. Commissioner Soller stated there is a State building within the Central Business District. The DMV is a government building and has a drive-through. He questioned whether there is a consistent standard between requirements for government facilities compared to private facilities. Mr. Maass stated he was unaware of a drive-through at the DMV. Under regulations, it could continue to operate but could not expand. Commissioner Soller asked if State or government buildings are the most appropriate for the Central Business District or if this would be a wasted space. Chair Noyes stated government buildings wanting to construct in this space would need to follow the regulations. He shared there are protections built in to enhance the development. 365 Planning Commission Minutes – October 17, 2023 2 Chairman Noyes opened the public hearing. There were no public comments. Chairman Noyes closed the public hearing. Commissioner Jobe moved, Commissioner Soller seconded that the Chanhassen Planning Commission recommends that the City Council adopt an ordinance amending city code definition relative to the Central Business District zoning district. All voted in favor, and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED SEPTEMBER 19, 2023 Commissioner Goff moved, Commissioner Alto seconded to approve the Chanhassen Planning Commission summary minutes dated September 19, 2023 as presented. All voted in favor, and the motion carried unanimously with a vote of 6 to 0. CITY COUNCIL ACTION UPDATE: None. ADJOURNMENT: Commissioner Johnson moved, Commissioner Alto seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 7:14 p.m. Submitted by Eric Maass Planning Director 366 City Council Item November 27, 2023 Item Receive Commission on Aging Minutes dated October 20, 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 Commission on Aging minutes dated October 20, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Commission on Aging Minutes dated October 20, 2023 367 October 20, 2023 MEMBERS PRESENT: Laura Baumtrog, Gwen Block, Jim Camarata, Ruth Lunde, Bhakti Modi MEMBERS ABSENT: Kara Cassidy, Beth Mason, Ruth Slivken STAFF PRESENT: Mary Blazanin, Senior Center Coordinator GUESTS PRESENT: Dawn Plumer, Carver County Health and Human Services. Patrick Jones, Chanhassen Library Branch Manager. Danielle, Senior Community Services Intern APPROVAL OF AGENDA Commissioner Baumtrog made the motion to approve the agenda. Commissioner Block seconded. All members voted in favor and the motion carried. Agenda was approved. COMMISSION ON AGING MINUTES September 15, 2023. Commissioner Block made the motion to approve the minutes. Commissioner Baumtrog seconded. All members voted in favor and the motion carried. Minutes were approved DISCUSSION ITEMS: Discussion regarding November 2023 Alzheimer’s Awareness Month Activities at Chanhassen Library Commissioner Lunde stated the Commission is again partnering with the library throughout November 2023 in providing free handouts and resources related to dementia diseases. Mary Blazanin and Commissioner Baumtrog will organize the materials on November 1, 10am at a table in the library. Patrick Jones agreed to promote the resource table in the newspaper and on the library’s website, and to have Memory Kits available for check out. Commissioners were encouraged to volunteer some time throughout the month of November at the table to answer questions. Commissioners can contact Mary Blazanin with dates and times that work for them. Patrick Jones particularly requested staffing during two speaker events being held at the library. “Understanding Dementia and Alzheimer’s”, November 3, 3:00-4:00pm, and “Dementia Conversations, 3:00-4:00pm. Commissioners Baumtrog and Block offered to staff the table on November 3, 2:30-4pm. Dawn Plumer from Carver County Health agreed to attend the November 30 event. 55+ Expo Recap Mary Blazanin gave a recap on the successful 55+ Expo: Healthy, Fit and Thriving, held October 4 at the Chanhassen Recreation Center. She estimated attendance at between 225-250, and shared some of the positive feedback she received about the event from attendees. Humanity Alliance Partnership Commissioner Lunde summarized our recent food packing events with Humanity Alliance. Mary Blazanin presented feedback she received from seniors who took the products. Ongoing discussions will continue with Humanity Alliance to create a program which will best suit the needs of the patrons whom Chanhassen Senior Center serves. Commissioners requested taking a tour of the Humanity Alliance headquarters during a future meeting time. Senior Center and Commissioner volunteering overview. Mary Blazanin gave an overview of volunteer opportunities at the Senior Center for upcoming Holiday programs and events. To meet and serve the patrons they represent, Commissioners were invited to participate in these events as well as volunteer to help. Contact Mary for more information. GOALS/STRATEGIC PLAN Commission Camarata referenced the Commission on Aging’s Strategic Plan document provided. Commissioners were tasked to review the documents and be prepared to make recommendations for 2024 updates to the plan. These updates will be discussed at the November and January 2024 meetings, for commission vote in February 2024. 368 VISITOR PRESENTATIONS: Senior Community Services intern, Danielle is attending on behalf of colleague LeAnn Eiden who was unable to attend. Senior Community Services is interested in training their staff to become Dementia Friends instructors. Commissioner Lunde recommended offering Dementia Friends training in Chanhassen. Dawn Plumer stated the County has SHIP funds available to assist in organizing these programs. She will coordinate with Mary Blazanin to provide training at the Senior Center in 2024. Patrick Jones, Chanhassen Library Branch Manager, provided an update on the library’s recent book sale and upcoming programs. He also reiterated the information related to November’s Alzheimer’s Awareness resource table at the library and encouraged participation in the speaker events. Dawn Plumer, Carver County Health and Human Services, provided information on vaccination outreach efforts by the County to local senior housing units. The County is also offering a Move Mindfully program early next year, and invited the Senior Center to collaborate on offering the class in Chanhassen. UPCOMING EVENTS Mary Blazanin gave an overview of upcoming events at the Senior Center, including the Age Well in Place Learning Series which will wrap up on Tuesday, October 24, 3:30pm. Other programs include home safety classes, and wellness opportunities. ADJOURNMENT: Commissioner Baumtrog called for meeting adjournment. Commissioner Lunde seconded the motion. All voted in favor and the motion carried. Meeting adjourned at 11:09 a.m. Minutes prepared by Mary Blazanin, Senior Center Coordinator 369 City Council Item November 27, 2023 Item Receive Economic Development Commission Minutes dated October 10, 2023 File No.Item No: D.4 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION "The Chanhassen City Council receives the Economic Development Commission minutes dated October 10, 2023." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS 370 Economic Development Commission Minutes dated October 10, 2023 371 CHANHASSEN ECONOMIC DEVELOPMENT COMMISSION REGULAR MEETING OCTOBER 10, 2023 Chair Anderson called the meeting to order at 5:30 p.m. MEMBERS PRESENT: Chair Eric Anderson, Vice Chair Duke Zurek, Chris Freeman, Stacy Goff, Cohen Lee MEMBERS ABSENT: Luke Bame STAFF PRESENT: Samantha DiMaggio, Economic Development Manager; Kim Meuwissen, City Clerk PUBLIC PRESENT: None. City Clerk Kim Meuwissen administered the oath of office to Youth Commissioner Cohen Lee. Commissioner Goff moved, and Commissioner Freeman seconded to approve the agenda. All voted in favor and the motion carried unanimously with a vote of 4 to 0. APPROVAL OF MINUTES: APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED SEPTEMBER 12, 2023 Commissioner Freeman moved, and Commissioner Goff seconded to approve the Minutes of the Economic Development Commission meeting dated September 12, 2023, as presented. All voted in favor and the motion carried unanimously with a vote of 5 to 0. DISCUSSION/GENERAL BUSINESS ITEMS: 1. SWOT Analysis Economic Development Manager Samantha DiMaggio reviewed a partially completed SWOT analysis (strengths, weaknesses, opportunities, and threats) with the EDC. The information gathered from the EDC and the SWOT Analysis will be used to aid in the development of a strategic three-year Economic Development Plan. 372 Economic Development Commission – October 10, 2023 2 ADJOURNMENT: Commissioner Zurek moved, and Commissioner Freeman 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 6:45 p.m. Submitted by Samantha DiMaggio Economic Development Manager 373 City Council Item November 27, 2023 Item Approve Claims Paid dated November 27, 2023 File No.Item No: D.5 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 November 27, 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 November 27, 2023: Total Claims $2,306,787.19 BUDGET RECOMMENDATION 374 ATTACHMENTS Payment Summary Payment Detail 375 Accounts Payable Checks by Date - Summary Vendor Name Check Date Void Checks Check Amount Alan & Ellen Qureshi 11/08/2023 0.00 80.12 Arianna Lyksett 11/08/2023 0.00 298.80 DeeAnn Triethart 11/08/2023 0.00 34.71 Trouvaille LLC 11/08/2023 0.00 34,131.56 American Pressure Inc 11/09/2023 0.00 355.90 ASPEN MILLS 11/09/2023 0.00 325.38 BOLTON & MENK INC 11/09/2023 0.00 107,194.81 BRAUN INTERTEC CORPORATION 11/09/2023 0.00 44,048.21 Carver County 11/09/2023 0.00 1,100.00 CCP NI MASTER TENANT 4 LLC 11/09/2023 0.00 4,755.39 Christine Lea Pedretti 11/09/2023 0.00 1,632.80 Cleaning Solutions Services 11/09/2023 0.00 8,291.70 CORE & MAIN LP 11/09/2023 0.00 141.82 DAKOTA SUPPLY GROUP 11/09/2023 0.00 3,878.92 Dave's Sprinkler Repair & Winterization 11/09/2023 0.00 620.50 Ditch Witch of Minnesota & Iowa 11/09/2023 0.00 134,000.00 Ferguson Waterworks #2518 11/09/2023 0.00 130.82 GRANICUS INC 11/09/2023 0.00 22,656.38 GRAYBAR 11/09/2023 0.00 19.06 GREEN MEADOWS INC 11/09/2023 0.00 193.46 GS Systems, Inc. 11/09/2023 0.00 15,810.00 Guard Guys, LLC 11/09/2023 0.00 17.95 HENNEPIN COUNTY FIRE CHIEF'S ASSN 11/09/2023 0.00 300.00 Innovative Office Solutions LLC 11/09/2023 0.00 193.15 Interstate All Battery Center 11/09/2023 0.00 100.74 JEFFERSON FIRE SAFETY INC 11/09/2023 0.00 3,512.29 Juli Al-Hilwani 11/09/2023 0.00 410.50 K2 Electrical Services Inc 11/09/2023 0.00 509.00 KATH FUEL OIL SERVICE 11/09/2023 0.00 14,079.96 Kerry Maus 11/09/2023 0.00 375.00 KIMLEY HORN AND ASSOCIATES INC 11/09/2023 0.00 27,979.97 Kit Lerdgidkjon 11/09/2023 0.00 100.00 MN VALLEY ELECTRIC COOP 11/09/2023 0.00 417.80 NAPA AUTO & TRUCK PARTS 11/09/2023 0.00 960.97 NORTHLAND RECREATION LLC 11/09/2023 0.00 2,700.00 NORTHWEST ASPHALT INC 11/09/2023 0.00 6,867.71 PILGRIM DRY CLEANERS 11/09/2023 0.00 504.02 Pinnacle Pest Control 11/09/2023 0.00 1,125.00 PRAIRIE RESTORATIONS INC 11/09/2023 0.00 2,735.00 SOUTHWEST NEWS MEDIA 11/09/2023 0.00 997.88 Taylor Electric Company, LLC 11/09/2023 0.00 7,308.00 WM MUELLER & SONS INC 11/09/2023 0.00 949.68 XCEL ENERGY INC 11/09/2023 0.00 23,021.81 ALEC & ELIZABETH YOUNG 11/15/2023 0.00 13.81 Page 1 of 3 376 Vendor Name Check Date Void Checks Check Amount ALL AMERICAN TITLE COMPANY 11/15/2023 0.00 54.40 ALL AMERICAN TITLE COMPANY 11/15/2023 0.00 50.20 BURNET TITLE 11/15/2023 0.00 19.02 DANIEL & MELISSA HERZOG 11/15/2023 0.00 117.56 DAVID BRINDLE 11/15/2023 0.00 32.85 ESQUIRE TITLE SERVICE 11/15/2023 0.00 230.54 FLEX TITLE COMPANY 11/15/2023 0.00 11.06 GORDON NAGEL 11/15/2023 0.00 130.14 LANDTITLE 11/15/2023 0.00 54.48 MIKE VOTAVA 11/15/2023 0.00 100.48 MOONDOG PROPERTIES LLC 11/15/2023 0.00 12.44 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 11/15/2023 0.00 5.08 PILLAR TITLE SERVICES 11/15/2023 0.00 47.17 RODOLFO ARTURO TINEJERO VARGAS 11/15/2023 0.00 31.82 SANDRA & DARRELL RODENZ 11/15/2023 0.00 78.21 TITLESMART 11/15/2023 0.00 105.72 ULRIKE K. TAYLOR 11/15/2023 0.00 54.16 US HOME CORPORATION 11/15/2023 0.00 18.10 ALEX AIR APPARATUS 2 LLC 11/16/2023 0.00 305.00 ALLSTREAM 11/16/2023 0.00 564.47 AMERICAN TIRE DISTRIBUTORS INC 11/16/2023 0.00 860.52 Boarman Kroos Vogel Group Inc 11/16/2023 0.00 482,415.77 Bohlmann, Inc. 11/16/2023 0.00 2,992.00 BS & A Software 11/16/2023 0.00 9,833.00 CAMPBELL KNUTSON 11/16/2023 0.00 15,089.21 Carver County 11/16/2023 0.00 1,036,086.00 Carver County Parks 11/16/2023 0.00 1,519.25 CENTERPOINT ENERGY MINNEGASCO 11/16/2023 0.00 1,490.56 CenturyLink 11/16/2023 0.00 64.00 Christopher & Jessica Larson 11/16/2023 0.00 67.50 COMPUTER INTEGRATION TECHN. 11/16/2023 0.00 100.00 CORE & MAIN LP 11/16/2023 0.00 875.31 CROWN COLLEGE 11/16/2023 0.00 550.00 David Kubisiak 11/16/2023 0.00 50.00 DEM-CON LANDFILL 11/16/2023 0.00 1,450.94 EcoWater 11/16/2023 0.00 64.00 Engel Water Testing Inc 11/16/2023 0.00 810.00 Enterprise FM Trust 11/16/2023 0.00 20,946.40 Ferguson Waterworks #2518 11/16/2023 0.00 5,940.42 GOPHER STATE ONE-CALL INC 11/16/2023 0.00 508.95 INDEPENDENT SCHOOL DIST 112 11/16/2023 0.00 34,291.73 Jasper Engineering & Equipment Co 11/16/2023 0.00 1,742.57 Juli Al-Hilwani 11/16/2023 0.00 150.00 KIMLEY HORN AND ASSOCIATES INC 11/16/2023 0.00 4,480.00 Kompan, Inc 11/16/2023 0.00 14,558.40 Kristin Bilden 11/16/2023 0.00 100.00 Marco Inc 11/16/2023 0.00 1,010.00 Matheson Tri-Gas, Inc. 11/16/2023 0.00 273.95 MERLINS ACE HARDWARE 11/16/2023 0.00 1,152.46 Metronet Holdings, LLC 11/16/2023 0.00 66.75 Metropolitan Council, Env Svcs 11/16/2023 0.00 66,424.05 Minnesota Safety Council 11/16/2023 0.00 345.00 MN DEPT OF LABOR AND INDUSTRY 11/16/2023 0.00 2,628.21 Page 2 of 3 377 Vendor Name Check Date Void Checks Check Amount MN VALLEY ELECTRIC COOP 11/16/2023 0.00 6,226.27 NAPA AUTO & TRUCK PARTS 11/16/2023 0.00 534.17 Nathan and Brianna Kirt 11/16/2023 0.00 250.00 Nokomis Energy, LLC 11/16/2023 0.00 2,250.47 NORTHLAND RECREATION LLC 11/16/2023 0.00 9,750.00 NvoicePay 11/16/2023 0.00 2,398.00 PRAIRIE RESTORATIONS INC 11/16/2023 0.00 850.00 PRECISE MRM LLC 11/16/2023 0.00 273.00 Premium Waters, Inc 11/16/2023 0.00 4.32 ROADKILL ANIMAL CONTROL 11/16/2023 0.00 206.00 Robert Bealke Industries 11/16/2023 0.00 200.00 Safety Vehicle Solutions 11/16/2023 0.00 1,750.00 Shadywood Tree Experts and Landscaping 11/16/2023 0.00 26,271.67 Shelly Nahan 11/16/2023 0.00 1,020.00 SMSC Organics Recycling Facility 11/16/2023 0.00 3,484.34 SOFTWARE HOUSE INTERNATIONAL 11/16/2023 0.00 19,445.00 SRF CONSULTING GROUP INC 11/16/2023 0.00 14,949.06 TimeSaver Off Site Secretarial, Inc 11/16/2023 0.00 673.75 Vicky Sherman 11/16/2023 0.00 150.00 WSB & ASSOCIATES INC 11/16/2023 0.00 29,610.71 Zachary Wittl 11/16/2023 0.00 100.00 Zoho Corporation 11/16/2023 0.00 550.00 Report Total: 0.00 2,306,787.19 Page 3 of 3 378 AP Check Detail User: dwashburn Printed: 11/20/2023 9:56:26 AM Last Name Acct 1 Amount Check Date Description ALEX AIR APPARATUS 2 LLC 101-1220-4530 305.00 11/16/2023 Quarterly air test 305.00 11/16/2023 ALEX AIR APPARATUS 2 LLC 305.00 Al-Hilwani Juli 101-1539-4343 28.00 11/9/2023 10 pack Bode 3 pack Harder/Fit for Life 11/2/23 Al-Hilwani Juli 101-1530-4347 382.50 11/9/2023 10 pack Bode 3 pack Harder/Fit for Life 11/2/23 410.50 11/9/2023 Al-Hilwani Juli 101-1539-4343 150.00 11/16/2023 November Pickleball Lessons 150.00 11/16/2023 Al-Hilwani Juli 560.50 ALL AMERICAN TITLE COMPANY 700-0000-2020 0.99 11/15/2023 Refund Check 009495-000, 6431 PLEASANT PARK DR ALL AMERICAN TITLE COMPANY 701-0000-2020 20.60 11/15/2023 Refund Check 009495-000, 6431 PLEASANT PARK DR ALL AMERICAN TITLE COMPANY 720-0000-2020 8.03 11/15/2023 Refund Check 009495-000, 6431 PLEASANT PARK DR ALL AMERICAN TITLE COMPANY 700-0000-2020 20.58 11/15/2023 Refund Check 009495-000, 6431 PLEASANT PARK DR ALL AMERICAN TITLE COMPANY 701-0000-2020 15.29 11/15/2023 Refund Check 020424-000, 3621 IRONWOOD ROAD ALL AMERICAN TITLE COMPANY 700-0000-2020 31.61 11/15/2023 Refund Check 020424-000, 3621 IRONWOOD ROAD ALL AMERICAN TITLE COMPANY 700-0000-2020 0.82 11/15/2023 Refund Check 020424-000, 3621 IRONWOOD ROAD ALL AMERICAN TITLE COMPANY 720-0000-2020 6.68 11/15/2023 Refund Check 020424-000, 3621 IRONWOOD ROAD 104.60 11/15/2023 ALL AMERICAN TITLE COMPANY 104.60 AP - Check Detail (11/20/2023)Page 1 of 26 379 Last Name Acct 1 Amount Check Date Description ALLSTREAM 101-1160-4310 564.47 11/16/2023 Phone System Maint 12/18 - 1/17 564.47 11/16/2023 ALLSTREAM 564.47 American Pressure Inc 101-1370-4120 355.90 11/9/2023 wash stall pressure washer guns 355.90 11/9/2023 American Pressure Inc 355.90 AMERICAN TIRE DISTRIBUTORS INC 101-1320-4120 860.52 11/16/2023 trailer tires 860.52 11/16/2023 AMERICAN TIRE DISTRIBUTORS INC 860.52 ASPEN MILLS 101-1220-4240 325.38 11/9/2023 FF Badges 325.38 11/9/2023 ASPEN MILLS 325.38 Bilden Kristin 700-7204-4901 100.00 11/16/2023 Rebate -Dishwasher 100.00 11/16/2023 Bilden Kristin 100.00 Boarman Kroos Vogel Group Inc 414-4010-4300 482,415.77 11/16/2023 Civic Campus Senior Center & Park building 482,415.77 11/16/2023 Boarman Kroos Vogel Group Inc 482,415.77 Bohlmann, Inc.101-1550-4300 2,992.00 11/16/2023 Memorial Benches AP - Check Detail (11/20/2023)Page 2 of 26 380 Last Name Acct 1 Amount Check Date Description 2,992.00 11/16/2023 Bohlmann, Inc. 2,992.00 BOLTON & MENK INC 701-6048-4300 2,143.70 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 720-6048-4300 1,154.30 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 700-6048-4300 2,143.70 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 1,236.75 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6048-4300 11,048.30 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6048-4300 11,045.62 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6048-4300 435.34 11/9/2023 Crimson Bay Rd BOLTON & MENK INC 700-6048-4300 435.34 11/9/2023 Crimson Bay Rd BOLTON & MENK INC 720-6048-4300 234.41 11/9/2023 Crimson Bay Rd BOLTON & MENK INC 601-6048-4300 2,243.66 11/9/2023 Crimson Bay Rd BOLTON & MENK INC 700-6048-4300 102.57 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6048-4300 102.57 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 11.84 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 720-6048-4300 55.23 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6048-4300 528.63 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 700-6051-4300 4,972.16 11/9/2023 2023 Street Rehab 23-01/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6048-4300 563.03 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 700-6048-4300 563.03 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6048-4300 2,901.77 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 720-6048-4300 303.17 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 129.93 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6049-4300 7,407.02 11/9/2023 2022 Street Rehab 22-01/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 432.88 11/9/2023 2022 Street Rehab 22-01/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6051-4300 1,808.06 11/9/2023 2023 Street Rehab 23-01/LC Per MN Statute 471.425 BOLTON & MENK INC 720-6051-4300 5,424.18 11/9/2023 2023 Street Rehab 23-01/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 2,034.06 11/9/2023 2023 Street Rehab 23-01/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6051-4300 32,997.10 11/9/2023 2023 Street Rehab 23-01/LC Per MN Statute 471.425 BOLTON & MENK INC 720-6048-4300 408.24 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 700-6049-4300 865.75 11/9/2023 2022 Street Rehab 22-01/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6049-4300 384.78 11/9/2023 2022 Street Rehab 22-01/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6048-4300 758.16 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 262.44 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 700-6048-4300 758.16 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 720-6048-4300 1,154.02 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 701-6048-4300 2,143.18 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 700-6048-4300 2,143.18 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 BOLTON & MENK INC 101-1310-4359 989.16 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 AP - Check Detail (11/20/2023)Page 3 of 26 381 Last Name Acct 1 Amount Check Date Description BOLTON & MENK INC 720-6049-4300 961.95 11/9/2023 2022 Street Rehab 22-01/LC Per MN Statute 471.425 BOLTON & MENK INC 601-6048-4300 3,907.44 11/9/2023 Crimson Bay Rd/LC Per MN Statute 471.425 107,194.81 11/9/2023 BOLTON & MENK INC 107,194.81 BRAUN INTERTEC CORPORATION 601-6140-4300 6,180.75 11/9/2023 Galpin Blvd/Late Charges Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 101-1310-4359 123.62 11/9/2023 Galpin Blvd/Late Charges Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 601-6040-4300 2,060.25 11/9/2023 Galpin Blvd/Late Charges Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 101-1310-4359 166.84 11/9/2023 2023 City Pavement Project #23-01/LC Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 601-6051-4300 8,119.43 11/9/2023 2023 City Pavement Project #23-01/LC Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 720-6051-4300 1,334.70 11/9/2023 2023 City Pavement Project #23-01/LC Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 700-6051-4300 1,223.47 11/9/2023 2023 City Pavement Project #23-01/LC Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 701-6051-4300 444.90 11/9/2023 2023 City Pavement Project #23-01/LC Per MN Statute 471.425 BRAUN INTERTEC CORPORATION 414-4011-4303 12,197.12 11/9/2023 #23-10 Civic Campus -Geotechnical Evaluation Site BRAUN INTERTEC CORPORATION 414-4010-4303 12,197.13 11/9/2023 #23-10 Civic Campus -Geotechnical Evaluation City Hall 44,048.21 11/9/2023 BRAUN INTERTEC CORPORATION 44,048.21 BRINDLE DAVID 700-0000-2020 9.90 11/15/2023 Refund Check 101532-000, 501 LAREDO LANE BRINDLE DAVID 701-0000-2020 14.57 11/15/2023 Refund Check 101532-000, 501 LAREDO LANE BRINDLE DAVID 700-0000-2020 0.92 11/15/2023 Refund Check 101532-000, 501 LAREDO LANE BRINDLE DAVID 720-0000-2020 7.46 11/15/2023 Refund Check 101532-000, 501 LAREDO LANE 32.85 11/15/2023 BRINDLE DAVID 32.85 BS & A Software 101-1160-4236 9,833.00 11/16/2023 BS&A System Annual Renewal + Q3 Online Permit Fees 9,833.00 11/16/2023 BS & A Software 9,833.00 BURNET TITLE 720-0000-2020 1.99 11/15/2023 Refund Check 018308-000, 2786 CENTURY CIRCLE BURNET TITLE 700-0000-2020 1.41 11/15/2023 Refund Check 018308-000, 2786 CENTURY CIRCLE AP - Check Detail (11/20/2023)Page 4 of 26 382 Last Name Acct 1 Amount Check Date Description BURNET TITLE 700-0000-2020 4.59 11/15/2023 Refund Check 018308-000, 2786 CENTURY CIRCLE BURNET TITLE 701-0000-2020 11.03 11/15/2023 Refund Check 018308-000, 2786 CENTURY CIRCLE 19.02 11/15/2023 BURNET TITLE 19.02 CAMPBELL KNUTSON 101-1140-4302 15,089.21 11/16/2023 Legal Services 15,089.21 11/16/2023 CAMPBELL KNUTSON 15,089.21 Carver County 700-1160-4326 650.00 11/9/2023 Dark Fiber WWTP W3 W7 W8 LS24 Carver County 101-1160-4326 450.00 11/9/2023 200MB Internet Service & Dark Fiber 1,100.00 11/9/2023 Carver County 101-1210-4504 964,035.50 11/16/2023 2nd half contract payment Carver County 101-1210-4505 72,050.50 11/16/2023 2nd half contract payment 1,036,086.00 11/16/2023 Carver County 1,037,186.00 Carver County Parks 101-1731-3636 1,519.25 11/16/2023 Summer season revenue split 1,519.25 11/16/2023 Carver County Parks 1,519.25 CCP NI MASTER TENANT 4 LLC 101-1550-4320 247.78 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1600-4320 19.13 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1120-1193 80.06 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 700-7019-4320 1,155.56 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1540-4320 234.53 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 101-1350-4320 2,095.64 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 701-0000-4320 852.16 11/9/2023 Electric Charges CCP NI MASTER TENANT 4 LLC 700-0000-4320 70.53 11/9/2023 Electric Charges AP - Check Detail (11/20/2023)Page 5 of 26 383 Last Name Acct 1 Amount Check Date Description 4,755.39 11/9/2023 CCP NI MASTER TENANT 4 LLC 4,755.39 CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 304.32 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1600-4321 20.00 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 23.75 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1190-4321 732.20 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 20.00 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7043-4321 85.00 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 267.11 11/16/2023 Gas Charges CENTERPOINT ENERGY MINNEGASCO 101-1550-4321 38.18 11/16/2023 Gas Charges 1,490.56 11/16/2023 CENTERPOINT ENERGY MINNEGASCO 1,490.56 CenturyLink 701-0000-4310 32.00 11/16/2023 Telephone & Communications Charges CenturyLink 700-0000-4310 32.00 11/16/2023 Telephone & Communications Charges 64.00 11/16/2023 CenturyLink 64.00 Cleaning Solutions Services 101-1220-4511 248.40 11/9/2023 Cleaning services Cleaning Solutions Services 101-1190-4511 3,912.30 11/9/2023 Cleaning services Cleaning Solutions Services 101-1312-4511 496.80 11/9/2023 Cleaning Services Cleaning Solutions Services 700-0000-4511 62.10 11/9/2023 Cleaning Services Cleaning Solutions Services 701-0000-4511 62.10 11/9/2023 Cleaning Services Cleaning Solutions Services 101-1170-4511 3,090.00 11/9/2023 Cleaning Services Cleaning Solutions Services 101-1190-4511 420.00 11/9/2023 Window cleaning inside & out entry meeting rooms 8,291.70 11/9/2023 Cleaning Solutions Services 8,291.70 COMPUTER INTEGRATION TECHN.101-1160-4205 100.00 11/16/2023 SSL Cert Renewal - Wireless AP - Check Detail (11/20/2023)Page 6 of 26 384 Last Name Acct 1 Amount Check Date Description 100.00 11/16/2023 COMPUTER INTEGRATION TECHN. 100.00 CORE & MAIN LP 720-0000-4150 141.82 11/9/2023 tile drain repair 141.82 11/9/2023 CORE & MAIN LP 700-7043-4120 875.31 11/16/2023 equipment supplies for west treatment plant 875.31 11/16/2023 CORE & MAIN LP 1,017.13 CROWN COLLEGE 101-1220-4370 550.00 11/16/2023 EMT/EMR Training -10/23 & 10/26 550.00 11/16/2023 CROWN COLLEGE 550.00 DAKOTA SUPPLY GROUP 700-0000-4550 3,878.92 11/9/2023 Stock water parts 3,878.92 11/9/2023 DAKOTA SUPPLY GROUP 3,878.92 Dave's Sprinkler Repair & Winterization 601-6051-4300 490.50 11/9/2023 22-01 Sprinkler Repair/LC per MN Statute 471.425 Dave's Sprinkler Repair & Winterization 101-1310-4359 10.00 11/9/2023 22-01 Sprinkler Repair/LC per MN Statute 471.425 Dave's Sprinkler Repair & Winterization 601-6049-4300 120.00 11/9/2023 22-01 Sprinkler Repair/LC per MN Statute 471.425 620.50 11/9/2023 Dave's Sprinkler Repair & Winterization 620.50 DEM-CON LANDFILL 101-1320-4150 1,450.94 11/16/2023 street sweeping materials AP - Check Detail (11/20/2023)Page 7 of 26 385 Last Name Acct 1 Amount Check Date Description 1,450.94 11/16/2023 DEM-CON LANDFILL 1,450.94 Ditch Witch of Minnesota & Iowa 720-7025-4705 44,666.67 11/9/2023 trailer-mounted Vactor unit. Includes hot water steamer. Ditch Witch of Minnesota & Iowa 400-0000-4705 44,666.67 11/9/2023 trailer-mounted Vactor unit. Includes hot water steamer. Ditch Witch of Minnesota & Iowa 701-7025-4705 44,666.66 11/9/2023 trailer-mounted Vactor unit. Includes hot water steamer. 134,000.00 11/9/2023 Ditch Witch of Minnesota & Iowa 134,000.00 EcoWater 101-1250-3306 64.00 11/16/2023 Permit Refund - Cancelled - 6393 Oxbow Bnd 64.00 11/16/2023 EcoWater 64.00 Engel Water Testing Inc 700-0000-4300 810.00 11/16/2023 water samples 810.00 11/16/2023 Engel Water Testing Inc 810.00 Enterprise FM Trust 400-0000-4811 163.17 11/16/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4811 304.54 11/16/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4810 598.09 11/16/2023 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 701-0000-4811 90.45 11/16/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4811 192.30 11/16/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 400-0000-4811 269.07 11/16/2023 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4811 299.02 11/16/2023 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4704 38.00 11/16/2023 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4811 303.69 11/16/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4810 635.20 11/16/2023 134 - 23 Chev Silv #25WNKR Enterprise FM Trust 400-0000-4811 177.21 11/16/2023 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 400-0000-4810 554.04 11/16/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 304.51 11/16/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 461.44 11/16/2023 412 - 22 GMC Sier #25H28F AP - Check Detail (11/20/2023)Page 8 of 26 386 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 387.20 11/16/2023 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 400-0000-4811 172.51 11/16/2023 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4811 240.51 11/16/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4811 378.32 11/16/2023 401 - 23 Chev Silv #26RPBZ Enterprise FM Trust 400-0000-4810 629.25 11/16/2023 420 - 23 Chev Silv #25XGMS Enterprise FM Trust 400-0000-4811 342.63 11/16/2023 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 400-0000-4810 630.96 11/16/2023 403 - 23 Chev Silv #25XGMK Enterprise FM Trust 400-0000-4810 635.20 11/16/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 400-0000-4810 555.70 11/16/2023 203 - 23 Chev Silv #26RPC3 Enterprise FM Trust 700-0000-2317 274.83 11/16/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 368.95 11/16/2023 606 - 22 Ford Rang #25G23Z Enterprise FM Trust 700-0000-4811 90.45 11/16/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 629.53 11/16/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4811 326.73 11/16/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4811 342.63 11/16/2023 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 700-0000-4811 88.76 11/16/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 498.77 11/16/2023 405 - 22 Chev Silv #25G5QQ Enterprise FM Trust 400-0000-4810 631.04 11/16/2023 419 - 23 Chev Silv #25XGMJ Enterprise FM Trust 400-0000-4811 389.91 11/16/2023 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4810 553.41 11/16/2023 202 - 23 Chev Tahoe #25WDVJ Enterprise FM Trust 701-0000-4811 88.76 11/16/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 591.12 11/16/2023 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 701-0000-2317 274.83 11/16/2023 305 - 22 Chev Silv #25G5QR Enterprise FM Trust 400-0000-4810 409.27 11/16/2023 605 - 22 Ford Rang #25G25M Enterprise FM Trust 400-0000-4811 380.36 11/16/2023 505 - 23 Chev Silv #26RP8Z Enterprise FM Trust 400-0000-4704 38.00 11/16/2023 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4810 608.96 11/16/2023 402 - 23 Chev Silv #25XGMF Enterprise FM Trust 400-0000-4810 546.13 11/16/2023 408 - 22 Chev Silv #25G89X Enterprise FM Trust 701-0000-2317 169.45 11/16/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 358.81 11/16/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4810 450.56 11/16/2023 502 - 23 Chev Blazer #25XQVB Enterprise FM Trust 400-0000-4811 181.20 11/16/2023 411 - 22 Chev Silv #25G8CL Enterprise FM Trust 400-0000-4811 192.52 11/16/2023 001 - 22 Ford Esca #26M3MH Enterprise FM Trust 400-0000-4811 179.16 11/16/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4811 303.83 11/16/2023 416 - 23 Chev Silv #25XGMC Enterprise FM Trust 400-0000-4810 648.74 11/16/2023 201 - 22 GMC Yuko #25MPSN Enterprise FM Trust 400-0000-4811 299.04 11/16/2023 132 - 23 Chev Silv #25WNCN Enterprise FM Trust 700-0000-2317 169.45 11/16/2023 307 - 23 Chev Equinox #262P8K Enterprise FM Trust 400-0000-4810 526.27 11/16/2023 214 - 22 Chev Silv #25G5D2 Enterprise FM Trust 400-0000-4810 530.91 11/16/2023 612 - 23 Chev Silv #26RL44 Enterprise FM Trust 400-0000-4810 546.05 11/16/2023 140 - 22 Chev Silv #25G5J6 Enterprise FM Trust 400-0000-4810 553.41 11/16/2023 204 - 23 Chev Tahoe #25WDVL Enterprise FM Trust 400-0000-4811 201.74 11/16/2023 201 - 22 GMC Yuko #25MPSN AP - Check Detail (11/20/2023)Page 9 of 26 387 Last Name Acct 1 Amount Check Date Description Enterprise FM Trust 400-0000-4811 139.81 11/16/2023 412 - 22 GMC Sier #25H28F 20,946.40 11/16/2023 Enterprise FM Trust 20,946.40 ESQUIRE TITLE SERVICE 700-0000-2020 194.25 11/15/2023 Refund Check 095277-000, 8798 BELLEVUE COURT ESQUIRE TITLE SERVICE 700-0000-2020 1.47 11/15/2023 Refund Check 095277-000, 8798 BELLEVUE COURT ESQUIRE TITLE SERVICE 720-0000-2020 11.98 11/15/2023 Refund Check 095277-000, 8798 BELLEVUE COURT ESQUIRE TITLE SERVICE 701-0000-2020 22.84 11/15/2023 Refund Check 095277-000, 8798 BELLEVUE COURT 230.54 11/15/2023 ESQUIRE TITLE SERVICE 230.54 Ferguson Waterworks #2518 700-0000-4359 10.00 11/9/2023 Pipe to hold valve keys/LC per MN Statute 471.425 Ferguson Waterworks #2518 700-0000-4120 120.82 11/9/2023 Pipe to hold valve keys/LC per MN Statute 471.425 130.82 11/9/2023 Ferguson Waterworks #2518 701-0000-4240 73.62 11/16/2023 boots for Jose Gonzales Ferguson Waterworks #2518 700-0000-4550 5,656.56 11/16/2023 water parts Ferguson Waterworks #2518 700-0000-4240 73.62 11/16/2023 boots for Jose Gonzales Ferguson Waterworks #2518 700-0000-4550 136.62 11/16/2023 water parts 5,940.42 11/16/2023 Ferguson Waterworks #2518 6,071.24 FLEX TITLE COMPANY 700-0000-2020 3.67 11/15/2023 Refund Check 020992-000, 981 SANTA VERA DRIVE FLEX TITLE COMPANY 720-0000-2020 0.77 11/15/2023 Refund Check 020992-000, 981 SANTA VERA DRIVE FLEX TITLE COMPANY 701-0000-2020 6.13 11/15/2023 Refund Check 020992-000, 981 SANTA VERA DRIVE FLEX TITLE COMPANY 700-0000-2020 0.49 11/15/2023 Refund Check 020992-000, 981 SANTA VERA DRIVE 11.06 11/15/2023 FLEX TITLE COMPANY 11.06 GOPHER STATE ONE-CALL INC 700-0000-4300 254.48 11/16/2023 Utility locates-October 2023 AP - Check Detail (11/20/2023)Page 10 of 26 388 Last Name Acct 1 Amount Check Date Description GOPHER STATE ONE-CALL INC 701-0000-4300 254.47 11/16/2023 Utility locates-October 2023 508.95 11/16/2023 GOPHER STATE ONE-CALL INC 508.95 GRANICUS INC 101-1125-4221 9,867.38 11/9/2023 Granicus Peak Agenda Managment Annual Renewal GRANICUS INC 101-1125-4222 12,789.00 11/9/2023 GovAccess - Maintenance Hosting & Licensing Fee 22,656.38 11/9/2023 GRANICUS INC 22,656.38 GRAYBAR 701-0000-4140 19.06 11/9/2023 part for generator truck 19.06 11/9/2023 GRAYBAR 19.06 GREEN MEADOWS INC 101-1220-1193 193.46 11/9/2023 Code Enforcement- Lawn Mowing 193.46 11/9/2023 GREEN MEADOWS INC 193.46 GS Systems, Inc.700-0000-4220 7,905.00 11/9/2023 50% of annual SCADA software GS Systems, Inc.701-0000-4220 7,905.00 11/9/2023 50% of annual SCADA software 15,810.00 11/9/2023 GS Systems, Inc. 15,810.00 Guard Guys, LLC 101-1120-4300 17.95 11/9/2023 background check 17.95 11/9/2023 AP - Check Detail (11/20/2023)Page 11 of 26 389 Last Name Acct 1 Amount Check Date Description Guard Guys, LLC 17.95 HENNEPIN COUNTY FIRE CHIEF'S ASSN 101-1220-4300 300.00 11/9/2023 300.00 11/9/2023 HENNEPIN COUNTY FIRE CHIEF'S ASSN 300.00 HERZOG DANIEL & MELISSA 700-0000-2020 0.83 11/15/2023 Refund Check 005708-000, 8790 LAKE SUSAN COURT HERZOG DANIEL & MELISSA 720-0000-2020 6.79 11/15/2023 Refund Check 005708-000, 8790 LAKE SUSAN COURT HERZOG DANIEL & MELISSA 701-0000-2020 30.78 11/15/2023 Refund Check 005708-000, 8790 LAKE SUSAN COURT HERZOG DANIEL & MELISSA 700-0000-2020 79.16 11/15/2023 Refund Check 005708-000, 8790 LAKE SUSAN COURT 117.56 11/15/2023 HERZOG DANIEL & MELISSA 117.56 INDEPENDENT SCHOOL DIST 112 101-1530-4320 3,039.90 11/16/2023 Jan-March Electric INDEPENDENT SCHOOL DIST 112 101-1530-4321 8,732.05 11/16/2023 Jan-March Gas INDEPENDENT SCHOOL DIST 112 101-1530-4322 923.59 11/16/2023 Jan-March Sewer/Water INDEPENDENT SCHOOL DIST 112 101-1530-4322 988.93 11/16/2023 April-June Water/Sewer INDEPENDENT SCHOOL DIST 112 101-1530-4320 13,706.22 11/16/2023 April-June Electricity INDEPENDENT SCHOOL DIST 112 101-1530-4321 3,221.35 11/16/2023 April-June Gas INDEPENDENT SCHOOL DIST 112 101-1530-4320 3,233.71 11/16/2023 Electricity July-September INDEPENDENT SCHOOL DIST 112 101-1530-4322 445.98 11/16/2023 Water Sewer July-September 34,291.73 11/16/2023 INDEPENDENT SCHOOL DIST 112 34,291.73 Innovative Office Solutions LLC 101-1120-4110 193.15 11/9/2023 Office Supplies 193.15 11/9/2023 Innovative Office Solutions LLC 193.15 Interstate All Battery Center 101-1320-4120 100.74 11/9/2023 battries AP - Check Detail (11/20/2023)Page 12 of 26 390 Last Name Acct 1 Amount Check Date Description 100.74 11/9/2023 Interstate All Battery Center 100.74 Jasper Engineering & Equipment Co 700-0000-4550 1,742.57 11/16/2023 part for well at Bandimere park 1,742.57 11/16/2023 Jasper Engineering & Equipment Co 1,742.57 JEFFERSON FIRE SAFETY INC 101-1220-4260 3,512.29 11/9/2023 Thermal Imaging camera 3,512.29 11/9/2023 JEFFERSON FIRE SAFETY INC 3,512.29 K2 Electrical Services Inc 101-1550-4300 509.00 11/9/2023 Electrical repair City Center Park 509.00 11/9/2023 K2 Electrical Services Inc 509.00 KATH FUEL OIL SERVICE 101-1370-4170 14,079.96 11/9/2023 gasoline and diesel fuel 14,079.96 11/9/2023 KATH FUEL OIL SERVICE 14,079.96 KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 27,979.97 11/9/2023 #25-02 Market Blvd 27,979.97 11/9/2023 KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 1,076.25 11/16/2023 Erhart Farm KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 873.75 11/16/2023 Avienda Townhomes KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 1,565.00 11/16/2023 Avienda KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 560.00 11/16/2023 The Park KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 202.50 11/16/2023 The Park 3rd Add AP - Check Detail (11/20/2023)Page 13 of 26 391 Last Name Acct 1 Amount Check Date Description KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 202.50 11/16/2023 The Bluffs at Lake Lucy 4,480.00 11/16/2023 KIMLEY HORN AND ASSOCIATES INC 32,459.97 Kirt Nathan and Brianna 101-0000-2075 250.00 11/16/2023 1/3 of landscape escrow 250.00 11/16/2023 Kirt Nathan and Brianna 250.00 Kompan, Inc 101-1550-4300 14,558.40 11/16/2023 replacing damaged playground equipment at Bluff Creek Elementary 14,558.40 11/16/2023 Kompan, Inc 14,558.40 Kubisiak David 700-7204-4901 50.00 11/16/2023 Rebate -Toilet 2nd submission 50.00 11/16/2023 Kubisiak David 50.00 LANDTITLE 720-0000-2020 5.97 11/15/2023 Refund Check 103535-000, 6621 MINNEWASHTA PKWY LANDTITLE 700-0000-2020 0.73 11/15/2023 Refund Check 103535-000, 6621 MINNEWASHTA PKWY LANDTITLE 700-0000-2020 25.17 11/15/2023 Refund Check 103535-000, 6621 MINNEWASHTA PKWY LANDTITLE 701-0000-2020 22.61 11/15/2023 Refund Check 103535-000, 6621 MINNEWASHTA PKWY 54.48 11/15/2023 LANDTITLE 54.48 Larson Christopher & Jessica 101-0000-2033 67.50 11/16/2023 Overpayment - SAC Surcharge - Permit 2023-03310 67.50 11/16/2023 AP - Check Detail (11/20/2023)Page 14 of 26 392 Last Name Acct 1 Amount Check Date Description Larson Christopher & Jessica 67.50 Lerdgidkjon Kit 700-7204-4901 100.00 11/9/2023 Rebate-Clothes Washer 100.00 11/9/2023 Lerdgidkjon Kit 100.00 Lyksett Arianna 101-1125-4381 298.80 11/8/2023 Flights - 3CMA Conference 298.80 11/8/2023 Lyksett Arianna 298.80 Marco Inc 101-1170-4410 757.50 11/16/2023 Copier Lease Marco Inc 720-0000-4410 50.50 11/16/2023 Copier Lease Marco Inc 700-0000-4410 101.00 11/16/2023 Copier Lease Marco Inc 701-0000-4410 101.00 11/16/2023 Copier Lease 1,010.00 11/16/2023 Marco Inc 1,010.00 Matheson Tri-Gas, Inc.101-1370-4170 273.95 11/16/2023 LP GAS 273.95 11/16/2023 Matheson Tri-Gas, Inc. 273.95 Maus Kerry 101-1539-4343 375.00 11/9/2023 Line Dance 4234.104 375.00 11/9/2023 Maus Kerry 375.00 MERLINS ACE HARDWARE 101-1220-4290 24.58 11/16/2023 Battery AA Spray Gloss hot pink 3oz MERLINS ACE HARDWARE 101-1550-4150 113.89 11/16/2023 Cover Square Blank Duct Tape Caulk Level Clear AP - Check Detail (11/20/2023)Page 15 of 26 393 Last Name Acct 1 Amount Check Date Description MERLINS ACE HARDWARE 700-0000-4550 4.99 11/16/2023 Krazy Glue Singles MERLINS ACE HARDWARE 101-1320-4150 110.22 11/16/2023 Tape Barcode Caution Orange Tape Lime Tape MERLINS ACE HARDWARE 101-1550-4120 190.87 11/16/2023 Trash Can Contractor Bag Duct tape Bit Set MERLINS ACE HARDWARE 701-0000-4150 82.96 11/16/2023 Flashlight Long Reach Pliers Padlock set MERLINS ACE HARDWARE 701-0000-4260 23.99 11/16/2023 Sledge Hammer Fastback Compact Cabletie MERLINS ACE HARDWARE 700-0000-4150 25.99 11/16/2023 Flashlight Long Reach Pliers MERLINS ACE HARDWARE 701-0000-4120 86.48 11/16/2023 Plier/Wrench 3pc set bit set 32pc ratchet MERLINS ACE HARDWARE 101-1550-4260 139.99 11/16/2023 Wheelbarrow 6 cf MERLINS ACE HARDWARE 101-1550-4510 21.00 11/16/2023 Rv/Marine Antifreeze MERLINS ACE HARDWARE 101-1220-4142 189.90 11/16/2023 Oil Absorbent 40 qt MERLINS ACE HARDWARE 700-0000-4260 23.98 11/16/2023 Sledge hammer Fastback Compact Cabletie MERLINS ACE HARDWARE 700-7043-4120 5.99 11/16/2023 Pickup Tool 24"" MERLINS ACE HARDWARE 700-7043-4510 21.16 11/16/2023 Wire Brush Scrubber Pad MERLINS ACE HARDWARE 700-0000-4120 86.47 11/16/2023 Plier/Wrench 3pc set bit set 32 pc Ratchet 1,152.46 11/16/2023 MERLINS ACE HARDWARE 1,152.46 Metronet Holdings, LLC 700-7043-4310 66.75 11/16/2023 Telephone & Communication Charges 66.75 11/16/2023 Metronet Holdings, LLC 66.75 Metropolitan Council, Env Svcs 701-0000-2023 67,095.00 11/16/2023 October SAC Metropolitan Council, Env Svcs 101-1250-3816 -670.95 11/16/2023 October SAC 66,424.05 11/16/2023 Metropolitan Council, Env Svcs 66,424.05 Minnesota Safety Council 101-1560-4343 345.00 11/16/2023 4 hour Defensive Driving Course 345.00 11/16/2023 Minnesota Safety Council 345.00 MN DEPT OF LABOR AND INDUSTRY 101-0000-2022 2,681.39 11/16/2023 October Surcharge AP - Check Detail (11/20/2023)Page 16 of 26 394 Last Name Acct 1 Amount Check Date Description MN DEPT OF LABOR AND INDUSTRY 101-1250-3818 -53.18 11/16/2023 October Surcharge 2,628.21 11/16/2023 MN DEPT OF LABOR AND INDUSTRY 2,628.21 MN VALLEY ELECTRIC COOP 101-1350-4320 41.46 11/9/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 233.73 11/9/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 42.35 11/9/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 100.26 11/9/2023 Electric Charges 417.80 11/9/2023 MN VALLEY ELECTRIC COOP 101-1600-4320 47.73 11/16/2023 Electric Charges MN VALLEY ELECTRIC COOP 101-1350-4320 5,570.84 11/16/2023 Electric Charges MN VALLEY ELECTRIC COOP 701-0000-4320 461.49 11/16/2023 Electric Charges MN VALLEY ELECTRIC COOP 700-0000-4320 146.21 11/16/2023 Electric Charges 6,226.27 11/16/2023 MN VALLEY ELECTRIC COOP 6,644.07 MOONDOG PROPERTIES LLC 700-0000-2020 0.46 11/15/2023 Refund Check 103983-000, 7040 CHAPARRAL LANE MOONDOG PROPERTIES LLC 700-0000-2020 2.42 11/15/2023 Refund Check 103983-000, 7040 CHAPARRAL LANE MOONDOG PROPERTIES LLC 701-0000-2020 5.79 11/15/2023 Refund Check 103983-000, 7040 CHAPARRAL LANE MOONDOG PROPERTIES LLC 720-0000-2020 3.77 11/15/2023 Refund Check 103983-000, 7040 CHAPARRAL LANE 12.44 11/15/2023 MOONDOG PROPERTIES LLC 12.44 NAGEL GORDON 701-0000-2020 20.08 11/15/2023 Refund Check 007046-000, 514 DEL RIO DRIVE NAGEL GORDON 720-0000-2020 13.06 11/15/2023 Refund Check 007046-000, 514 DEL RIO DRIVE NAGEL GORDON 700-0000-2020 1.60 11/15/2023 Refund Check 007046-000, 514 DEL RIO DRIVE NAGEL GORDON 700-0000-2020 95.40 11/15/2023 Refund Check 007046-000, 514 DEL RIO DRIVE 130.14 11/15/2023 AP - Check Detail (11/20/2023)Page 17 of 26 395 Last Name Acct 1 Amount Check Date Description NAGEL GORDON 130.14 Nahan Shelly 101-1538-4343 1,020.00 11/16/2023 Nov. 3 Babysitting Training and Safe Kids Classes 1,020.00 11/16/2023 Nahan Shelly 1,020.00 NAPA AUTO & TRUCK PARTS 101-1320-4120 315.00 11/9/2023 antifreeze NAPA AUTO & TRUCK PARTS 700-0000-4120 315.00 11/9/2023 antifreeze NAPA AUTO & TRUCK PARTS 101-1550-4120 314.99 11/9/2023 antifreeze NAPA AUTO & TRUCK PARTS 101-1220-4120 15.98 11/9/2023 leak detection dye 960.97 11/9/2023 NAPA AUTO & TRUCK PARTS 101-1250-4140 97.43 11/16/2023 paint NAPA AUTO & TRUCK PARTS 101-1320-4120 436.74 11/16/2023 filters and wiper blades 534.17 11/16/2023 NAPA AUTO & TRUCK PARTS 1,495.14 Nokomis Energy, LLC 701-0000-4320 58.94 11/16/2023 Electric Charges Nokomis Energy, LLC 700-0000-4320 58.94 11/16/2023 Electric Charges Nokomis Energy, LLC 700-7043-4320 1,661.11 11/16/2023 Electric Charges Nokomis Energy, LLC 101-1312-4320 471.48 11/16/2023 Electric Charges 2,250.47 11/16/2023 Nokomis Energy, LLC 2,250.47 NORTHLAND RECREATION LLC 401-0000-4706 2,700.00 11/9/2023 Wood fiber for Sugarbush park 2,700.00 11/9/2023 NORTHLAND RECREATION LLC 401-0000-4706 3,450.00 11/16/2023 Wood fiber for South Lotus Lake Park NORTHLAND RECREATION LLC 401-0000-4706 3,450.00 11/16/2023 Additional wood fiber South Lotus Lake Park NORTHLAND RECREATION LLC 401-0000-4706 2,850.00 11/16/2023 Additional wood fiber for Sugarbush Park AP - Check Detail (11/20/2023)Page 18 of 26 396 Last Name Acct 1 Amount Check Date Description 9,750.00 11/16/2023 NORTHLAND RECREATION LLC 12,450.00 NORTHWEST ASPHALT INC 601-6056-4751 6,867.71 11/9/2023 #23-04 Mill & Overlay Project 6,867.71 11/9/2023 NORTHWEST ASPHALT INC 6,867.71 NvoicePay 101-1130-4300 98.00 11/16/2023 October fees NvoicePay 101-1130-4300 2,300.00 11/16/2023 Set Up and Configuration of AP Gateway 2,398.00 11/16/2023 NvoicePay 2,398.00 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY700-0000-2020 0.64 11/15/2023 Refund Check 097768-000, 7718 BLUEBONNET BLVD OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY720-0000-2020 0.67 11/15/2023 Refund Check 097768-000, 7718 BLUEBONNET BLVD OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY701-0000-2020 2.66 11/15/2023 Refund Check 097768-000, 7718 BLUEBONNET BLVD OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY700-0000-2020 1.11 11/15/2023 Refund Check 097768-000, 7718 BLUEBONNET BLVD 5.08 11/15/2023 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 5.08 Pedretti Christine Lea 101-1539-4343 1,632.80 11/9/2023 Yoga and Pilates Classes Fall 1,632.80 11/9/2023 Pedretti Christine Lea 1,632.80 PILGRIM DRY CLEANERS 101-1220-4300 504.02 11/9/2023 October 2023 Laundry Services 504.02 11/9/2023 AP - Check Detail (11/20/2023)Page 19 of 26 397 Last Name Acct 1 Amount Check Date Description PILGRIM DRY CLEANERS 504.02 PILLAR TITLE SERVICES 700-0000-2020 15.31 11/15/2023 Refund Check 005996-000, 480 FRISCO COURT PILLAR TITLE SERVICES 720-0000-2020 4.30 11/15/2023 Refund Check 005996-000, 480 FRISCO COURT PILLAR TITLE SERVICES 701-0000-2020 25.52 11/15/2023 Refund Check 005996-000, 480 FRISCO COURT PILLAR TITLE SERVICES 700-0000-2020 2.04 11/15/2023 Refund Check 005996-000, 480 FRISCO COURT 47.17 11/15/2023 PILLAR TITLE SERVICES 47.17 Pinnacle Pest Control 101-1190-4300 225.00 11/9/2023 November 2023 pest control Pinnacle Pest Control 101-1312-4300 250.00 11/9/2023 November 2023 pest control Pinnacle Pest Control 700-0000-4300 125.00 11/9/2023 November 2023 pest control Pinnacle Pest Control 700-0000-4300 125.00 11/9/2023 November 2023 pest control Pinnacle Pest Control 101-1170-4300 200.00 11/9/2023 November 2023 pest control Pinnacle Pest Control 101-1220-4300 200.00 11/9/2023 November 2023 pest control 1,125.00 11/9/2023 Pinnacle Pest Control 1,125.00 PRAIRIE RESTORATIONS INC 720-7202-4130 385.00 11/9/2023 Century Blvd prairie visit #3 PRAIRIE RESTORATIONS INC 720-7202-4130 2,350.00 11/9/2023 lake ann park buckthorn service 2,735.00 11/9/2023 PRAIRIE RESTORATIONS INC 720-7202-4130 850.00 11/16/2023 Greenwood shores park buckthorn spray treatment 850.00 11/16/2023 PRAIRIE RESTORATIONS INC 3,585.00 PRECISE MRM LLC 101-1320-4300 273.00 11/16/2023 AVL for plow trucks 273.00 11/16/2023 AP - Check Detail (11/20/2023)Page 20 of 26 398 Last Name Acct 1 Amount Check Date Description PRECISE MRM LLC 273.00 Premium Waters, Inc 101-1550-4120 4.32 11/16/2023 Lake Ann Shop drinking water 4.32 11/16/2023 Premium Waters, Inc 4.32 Qureshi Alan & Ellen 720-0000-2020 12.82 11/8/2023 Utility Refund- 6474 Murray Hill Road Qureshi Alan & Ellen 701-0000-2020 43.31 11/8/2023 Utility Refund- 6474 Murray Hill Road Qureshi Alan & Ellen 700-0000-2020 23.99 11/8/2023 Utility Refund- 6474 Murray Hill Road 80.12 11/8/2023 Qureshi Alan & Ellen 80.12 ROADKILL ANIMAL CONTROL 101-1320-4300 206.00 11/16/2023 October 2023 Service 206.00 11/16/2023 ROADKILL ANIMAL CONTROL 206.00 Robert Bealke Industries 101-1611-4345 200.00 11/16/2023 FebFest 2024 DJ deposit 200.00 11/16/2023 Robert Bealke Industries 200.00 RODENZ SANDRA & DARRELL 700-0000-2020 44.84 11/15/2023 Refund Check 006826-000, 7212 FRONTIER TRAIL RODENZ SANDRA & DARRELL 701-0000-2020 19.29 11/15/2023 Refund Check 006826-000, 7212 FRONTIER TRAIL RODENZ SANDRA & DARRELL 700-0000-2020 1.54 11/15/2023 Refund Check 006826-000, 7212 FRONTIER TRAIL RODENZ SANDRA & DARRELL 720-0000-2020 12.54 11/15/2023 Refund Check 006826-000, 7212 FRONTIER TRAIL 78.21 11/15/2023 RODENZ SANDRA & DARRELL 78.21 AP - Check Detail (11/20/2023)Page 21 of 26 399 Last Name Acct 1 Amount Check Date Description Safety Vehicle Solutions 400-0000-4704 1,750.00 11/16/2023 vehicle safety lighting and equipment 1,750.00 11/16/2023 Safety Vehicle Solutions 1,750.00 Shadywood Tree Experts and Landscaping 101-1550-4572 620.00 11/16/2023 Stump grinding from 2022 Shadywood Tree Experts and Landscaping 720-7202-4571 8,037.81 11/16/2023 Tree pruning - LC Per MN Statute 471.425 Shadywood Tree Experts and Landscaping 720-7202-4359 843.97 11/16/2023 Tree pruning - LC Per MN Statute 471.425 Shadywood Tree Experts and Landscaping 720-7202-4359 201.60 11/16/2023 EAB trees - LC Per MN Statute 471.425 Shadywood Tree Experts and Landscaping 101-1550-4572 1,920.00 11/16/2023 EAB trees - LC Per MN Statute 471.425 Shadywood Tree Experts and Landscaping 720-7202-4571 14,017.50 11/16/2023 Street tree pruning for road construction projects - LC Per MN Statute 471.425 Shadywood Tree Experts and Landscaping 720-7202-4359 630.79 11/16/2023 Street tree pruning for road construction projects - LC Per MN Statute 471.425 26,271.67 11/16/2023 Shadywood Tree Experts and Landscaping 26,271.67 Sherman Vicky 720-7202-4130 150.00 11/16/2023 Tree rebate-1941 Crestview Circle 150.00 11/16/2023 Sherman Vicky 150.00 SMSC Organics Recycling Facility 720-7201-4300 3,071.90 11/16/2023 community yard waste SMSC Organics Recycling Facility 101-1550-4300 412.44 11/16/2023 hauling spoils 3,484.34 11/16/2023 SMSC Organics Recycling Facility 3,484.34 SOFTWARE HOUSE INTERNATIONAL 101-1160-4205 945.00 11/16/2023 AD Audit Active Directory Auditing Software Renewal SOFTWARE HOUSE INTERNATIONAL 101-1160-4211 18,500.00 11/16/2023 Office365 G1 & G3 License Renewals Year 3 of 3 19,445.00 11/16/2023 SOFTWARE HOUSE INTERNATIONAL 19,445.00 AP - Check Detail (11/20/2023)Page 22 of 26 400 Last Name Acct 1 Amount Check Date Description SOUTHWEST NEWS MEDIA 701-0000-4336 99.84 11/9/2023 PH Notice Delinquent Utilities (50%) SOUTHWEST NEWS MEDIA 101-1110-4336 30.72 11/9/2023 Summary Ordinance 716 SOUTHWEST NEWS MEDIA 700-0000-4336 99.84 11/9/2023 PH Notice Delinquent Utilities (50%) SOUTHWEST NEWS MEDIA 101-1614-4340 395.00 11/9/2023 Halloween Party Display Ad SOUTHWEST NEWS MEDIA 101-1310-4336 130.56 11/9/2023 Project 23-08 Lift Station Ad for Bids SOUTHWEST NEWS MEDIA 101-1220-4300 34.56 11/9/2023 PH Notice Delinquent Code Violations SOUTHWEST NEWS MEDIA 101-1110-4336 38.40 11/9/2023 Summary Ordinance 715 SOUTHWEST NEWS MEDIA 101-1420-4336 30.72 11/9/2023 PH Notice Code Amendment SOUTHWEST NEWS MEDIA 101-1420-4336 30.72 11/9/2023 PH Notice Code Amendment SOUTHWEST NEWS MEDIA 101-1310-4336 107.52 11/9/2023 PH Notice Paws Claws and Hooves 997.88 11/9/2023 SOUTHWEST NEWS MEDIA 997.88 SRF CONSULTING GROUP INC 601-6058-4303 14,949.06 11/16/2023 MMWS #24-05 14,949.06 11/16/2023 SRF CONSULTING GROUP INC 14,949.06 Taylor Electric Company, LLC 101-1310-4359 108.00 11/9/2023 Kerber/Saddlebrook Repair/LC Per MN Statute 471.425 Taylor Electric Company, LLC 601-6051-4300 7,200.00 11/9/2023 Kerber/Saddlebrook Repair/LC Per MN Statute 471.425 7,308.00 11/9/2023 Taylor Electric Company, LLC 7,308.00 TAYLOR ULRIKE K.700-0000-2020 2.30 11/15/2023 Refund Check 013290-000, 3951 COUNTRY OAKS DR TAYLOR ULRIKE K.701-0000-2020 23.41 11/15/2023 Refund Check 013290-000, 3951 COUNTRY OAKS DR TAYLOR ULRIKE K.720-0000-2020 18.68 11/15/2023 Refund Check 013290-000, 3951 COUNTRY OAKS DR TAYLOR ULRIKE K.700-0000-2020 9.77 11/15/2023 Refund Check 013290-000, 3951 COUNTRY OAKS DR 54.16 11/15/2023 TAYLOR ULRIKE K. 54.16 TimeSaver Off Site Secretarial, Inc 101-1125-4300 673.75 11/16/2023 City Council and Commission meeting minutes transcription AP - Check Detail (11/20/2023)Page 23 of 26 401 Last Name Acct 1 Amount Check Date Description 673.75 11/16/2023 TimeSaver Off Site Secretarial, Inc 673.75 TITLESMART 720-0000-2020 4.64 11/15/2023 Refund Check 016488-000, 2355 BRIDLE CREEK CIR TITLESMART 700-0000-2020 0.57 11/15/2023 Refund Check 016488-000, 2355 BRIDLE CREEK CIR TITLESMART 700-0000-2020 86.42 11/15/2023 Refund Check 016488-000, 2355 BRIDLE CREEK CIR TITLESMART 701-0000-2020 14.09 11/15/2023 Refund Check 016488-000, 2355 BRIDLE CREEK CIR 105.72 11/15/2023 TITLESMART 105.72 Triethart DeeAnn 101-1120-4110 34.71 11/8/2023 Plates & Bowls 34.71 11/8/2023 Triethart DeeAnn 34.71 Trouvaille LLC 101-0000-2076 20,000.00 11/8/2023 Security Escrow Receipt #00426770 Trouvaille LLC 101-0000-2076 14,131.56 11/8/2023 Beehive Homes Security Escrow Receipt #00426769 34,131.56 11/8/2023 Trouvaille LLC 34,131.56 US HOME CORPORATION 701-0000-2020 12.77 11/15/2023 Refund Check 101022-120, 7161 PEARL DRIVE US HOME CORPORATION 700-0000-2020 5.33 11/15/2023 Refund Check 101022-120, 7161 PEARL DRIVE 18.10 11/15/2023 US HOME CORPORATION 18.10 VARGAS RODOLFO ARTURO TINEJERO 700-0000-2020 0.88 11/15/2023 Refund Check 103268-000, 7051 CHAPARRAL LANE VARGAS RODOLFO ARTURO TINEJERO 701-0000-2020 11.80 11/15/2023 Refund Check 103268-000, 7051 CHAPARRAL LANE VARGAS RODOLFO ARTURO TINEJERO 700-0000-2020 11.94 11/15/2023 Refund Check 103268-000, 7051 CHAPARRAL LANE VARGAS RODOLFO ARTURO TINEJERO 720-0000-2020 7.20 11/15/2023 Refund Check 103268-000, 7051 CHAPARRAL LANE AP - Check Detail (11/20/2023)Page 24 of 26 402 Last Name Acct 1 Amount Check Date Description 31.82 11/15/2023 VARGAS RODOLFO ARTURO TINEJERO 31.82 VOTAVA MIKE 700-0000-2020 28.18 11/15/2023 Refund Check 020831-003, 2464 AUTUMN RIDGE CRT VOTAVA MIKE 720-0000-2020 3.14 11/15/2023 Refund Check 020831-003, 2464 AUTUMN RIDGE CRT VOTAVA MIKE 701-0000-2020 67.63 11/15/2023 Refund Check 020831-003, 2464 AUTUMN RIDGE CRT VOTAVA MIKE 700-0000-2020 1.53 11/15/2023 Refund Check 020831-003, 2464 AUTUMN RIDGE CRT 100.48 11/15/2023 VOTAVA MIKE 100.48 Wittl Zachary 700-7204-4901 100.00 11/16/2023 Rebate -Dishwasher 100.00 11/16/2023 Wittl Zachary 100.00 WM MUELLER & SONS INC 700-0000-4150 949.68 11/9/2023 water patch 949.68 11/9/2023 WM MUELLER & SONS INC 949.68 WSB & ASSOCIATES INC 601-6140-4300 9,744.79 11/16/2023 Galpin Blvd/LC per MN Statute 471.425 WSB & ASSOCIATES INC 601-6040-4300 3,248.26 11/16/2023 Galpin Blvd/LC per MN Statute 471.425 WSB & ASSOCIATES INC 700-6040-4300 1,091.76 11/16/2023 Galpin Blvd/LC per MN Statute 471.425 WSB & ASSOCIATES INC 101-1310-4359 682.95 11/16/2023 Galpin Blvd/LC per MN Statute 471.425 WSB & ASSOCIATES INC 701-6040-4300 1,091.76 11/16/2023 Galpin Blvd/LC per MN Statute 471.425 WSB & ASSOCIATES INC 601-6140-4300 4,376.50 11/16/2023 Galpin Blvd/LC Per MN statute 471.425 WSB & ASSOCIATES INC 700-0000-4300 51.00 11/16/2023 WTP Radon Mitigation WSB & ASSOCIATES INC 414-4010-4303 1,125.00 11/16/2023 Survey WSB & ASSOCIATES INC 720-7025-4300 101.00 11/16/2023 2021 Pond Maint. Project WSB & ASSOCIATES INC 720-7025-4300 228.00 11/16/2023 2022 Pond Maint. Project WSB & ASSOCIATES INC 720-0000-4300 811.00 11/16/2023 Lake Lucy Ln Wetland Violation WSB & ASSOCIATES INC 720-0000-4300 1,967.00 11/16/2023 Water Resources Support Services WSB & ASSOCIATES INC 720-7025-4300 1,002.75 11/16/2023 2023 Pond Maint. Project AP - Check Detail (11/20/2023)Page 25 of 26 403 Last Name Acct 1 Amount Check Date Description WSB & ASSOCIATES INC 601-6040-4300 1,458.84 11/16/2023 Galpin Blvd/LC Per MN statute 471.425 WSB & ASSOCIATES INC 101-1310-4359 175.06 11/16/2023 Galpin Blvd/LC Per MN statute 471.425 WSB & ASSOCIATES INC 101-1310-4359 19.66 11/16/2023 Galpin Blvd/LC Per MN Statute 471.425 WSB & ASSOCIATES INC 601-6140-4300 982.78 11/16/2023 Galpin Blvd/LC Per MN Statute 471.425 WSB & ASSOCIATES INC 601-6040-4300 327.60 11/16/2023 Galpin Blvd/LC Per MN Statute 471.425 WSB & ASSOCIATES INC 414-4011-4303 1,125.00 11/16/2023 Survey 29,610.71 11/16/2023 WSB & ASSOCIATES INC 29,610.71 XCEL ENERGY INC 101-1350-4320 22,814.54 11/9/2023 Electric Charges XCEL ENERGY INC 101-1600-4320 207.27 11/9/2023 Electric Charges 23,021.81 11/9/2023 XCEL ENERGY INC 23,021.81 YOUNG ALEC & ELIZABETH 700-0000-2020 4.19 11/15/2023 Refund Check 101156-000, 6920 REDWING LANE YOUNG ALEC & ELIZABETH 701-0000-2020 6.45 11/15/2023 Refund Check 101156-000, 6920 REDWING LANE YOUNG ALEC & ELIZABETH 700-0000-2020 0.35 11/15/2023 Refund Check 101156-000, 6920 REDWING LANE YOUNG ALEC & ELIZABETH 720-0000-2020 2.82 11/15/2023 Refund Check 101156-000, 6920 REDWING LANE 13.81 11/15/2023 YOUNG ALEC & ELIZABETH 13.81 Zoho Corporation 101-1160-4205 550.00 11/16/2023 Service Desk Add-on Tech License - Facilities 550.00 11/16/2023 Zoho Corporation 550.00 2,306,787.19 AP - Check Detail (11/20/2023)Page 26 of 26 404 City Council Item November 27, 2023 Item Adopt 2024 City Meeting Schedule File No.Item No: D.6 Agenda Section CONSENT AGENDA Prepared By Kim Meuwissen, City Clerk Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts the 2024 City Meeting Schedule." Motion Type Simple Majority Vote of members present Strategic Priority Operational Excellence SUMMARY BACKGROUND DISCUSSION The attached 2024 City of Chanhassen Meeting Schedule has been created to accommodate the following: Holidays Precinct Caucuses (February 27) Election Days (March 5, August 6, and November 5) Night to Unite (August 6) The City Council meets regularly on the second and fourth Mondays of each month, with the following 405 exceptions in 2024: March 25 meeting has moved to March 18 to accommodate the school district 112's spring break May 27 meeting has moved to May 20 due to the Memorial Day holiday November 11 meeting has been moved to November 18 due to the Veterans Day holiday A special meeting has been added on November 12 to canvass election results only (5:30 pm start time) December 9 will be the last meeting of 2024 The Planning Commission meets regularly on the first and third Tuesdays of each month, with the following exceptions in 2024: March 5 meeting has moved to March 4 due to the Presidential Nomination Primary Election August 6 meeting has moved to August 5 due to the State Primary Election November 5 meeting has moved to November 4 due to the General Election The Economic Development Commission meets regularly on the second Tuesday of each month, with the following exceptions in 2024: No meeting in August November 12 meeting will be held in the Fountain Conference Room The Park & Recreation Commission meets regularly on the fourth Tuesday of each month, with the following exceptions in 2024: February 27 meeting has moved to February 28 due to Precinct Caucuses December 24 meeting has moved to December 10 The Environmental Commission meets regularly on the second Wednesday of each month with the following exception in 2024: No meeting in August The Commission on Aging meets regularly on the third Friday of each month with the following exception in 2024: December 20 meeting moved to December 13 BUDGET RECOMMENDATION Staff and all of the Commission Liaisons have reviewed and approved the 2024 City Meeting Schedule, and the City Council is recommended to adopt the schedule. ATTACHMENTS 2024 City Meeting Schedule 406 CITY OF CHANHASSEN 2024 MEETING SCHEDULE S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 5 6 1 2 3 1 2 7 8 9 10 11 12 13 4 5 6 7 8 9 10 3 4 5 6 7 8 9 14 15 16 17 18 19 20 11 12 13 14 15 16 17 10 11 12 13 14 15 16 21 22 23 24 25 26 27 18 19 20 21 22 23 24 17 18 19 20 21 22 23 28 29 30 31 25 26 27 28 29 24 25 26 27 28 29 30 31 S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 5 6 1 2 3 4 1 7 8 9 10 11 12 13 5 6 7 8 9 10 11 2 3 4 5 6 7 8 14 15 16 17 18 19 20 12 13 14 15 16 17 18 9 10 11 12 13 14 15 21 22 23 24 25 26 27 19 20 21 22 23 24 25 16 17 18 19 20 21 22 28 29 30 26 27 28 29 30 31 23 24 25 26 27 28 29 30 S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 5 6 1 2 3 1 2 3 4 5 6 7 7 8 9 10 11 12 13 4 5 6 7 8 9 10 8 9 10 11 12 13 14 14 15 16 17 18 19 20 11 12 13 14 15 16 17 15 16 17 18 19 20 21 21 22 23 24 25 26 27 18 19 20 21 22 23 24 22 23 24 25 26 26 28 28 29 30 31 25 26 27 28 29 30 31 29 30 S M T W T F S S M T W T F S S M T W T F S 1 2 3 4 5 1 2 1 2 3 4 5 6 7 6 7 8 9 10 11 12 3 4 5 6 7 8 9 8 9 10 11 12 13 14 13 14 15 16 17 18 19 10 11 12 13 14 15 16 15 16 17 18 19 20 21 20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 27 28 29 30 31 24 25 26 27 28 29 30 29 30 31 City Holidays Council Meetings: 2nd & 4th Mondays - 5:30 pm Work Session, 7:00 pm Regular Meeting Exceptions: Mar 25 moved to Mar 18; May 27 moved to May 20; Nov 11 moved to Nov 18 Special Council Meeting to canvass election results Nov 12 at 5:30 pm Planning Commission: 1st & 3rd Tuesdays - 6:00pm (No meeting July 2) Exceptions: Mar 5 moved to Mar 4; Aug 6 moved to Aug 5; Nov 5 moved to Nov 4 Economic Development Commission: 2nd Tuesday 5:30pm (No meeting in Aug) Park & Recreation Commission: 4th Tuesday - 6:00pm (2nd Tue in Dec) Exceptions: Feb 27 moved to Feb 28 Environmental Commission: 2nd Wednesday - 6:00pm (No meeting in Aug) Commission on Aging: 3rd Friday - 10:00am (2nd Fri in Dec) Election Days (no City meetings) Night to Unite (no City meetings) School District Spring Breaks JANUARY FEBRUARY MARCH APRIL MAY JUNE AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER JULY Updated 11/20/2023 407 City Council Item November 27, 2023 Item Approve Temporary On-Sale Liquor License to Rotary Club of Chanhassen for February Festival on February 3, 2024 at Lake Ann Park File No.Item No: D.7 Agenda Section CONSENT AGENDA Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council approves the request from the Rotary Club of Chanhassen for a temporary on-sale intoxicating liquor license to sell alcoholic beverages at the February Festival on February 3 or 4, 2024 on Lake Ann." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The Rotary Club of Chanhassen has submitted an application for a temporary on-sale intoxicating liquor license for the annual February Festival on February 3, 2024 (or February 4, 2024, if February 3 is cancelled due to weather) on Lake Ann. They plan to sell alcoholic beverages on the ice. The Rotary has submitted liquor liability insurance covering this event. BACKGROUND DISCUSSION BUDGET 408 RECOMMENDATION Staff recommends approval of the Rotary Club of Chanhassen’s request for a temporary on-sale liquor license for the February Festival on Saturday, February 3, 2024 (or February 4, 2024 if February 3 is cancelled due to weather) on Lake Ann. The fee is $1. ATTACHMENTS Liquor License Application Location Map Certificate of Insurance 409 Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 651-201-7507 Fax 651-297-5259 TTY 651-282-6555 APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON-SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Address City State Zip Code Name of person making application Business phone Home phone Date(s) of event Club Charitable Religious Other non-profit Type of organization Organization officer's name City State Zip Code Organization officer's name City State Zip Code Organization officer's name City State Zip Code Location where permit will be used. If an outdoor area, describe. If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. City or County approving the license Date Approved Fee Amount Permit Date Date Fee Paid Signature City Clerk or County Official APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County E-mail Address City or County Phone Number CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE.TEMPORARYAPPLICATION@STATE.MN.US Microdistillery Small Brewer Please Print Name of City Clerk or County Official 410 sell here 411 412 City Council Item November 27, 2023 Item Adopt Security Camera Policy File No.Item No: D.8 Agenda Section CONSENT AGENDA Prepared By Matt Unmacht, Assistant City Manager Reviewed By SUGGESTED ACTION "The Chanhassen City Council adopts the Security Camera Policy." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY The City of Chanhassen strives to maintain a safe and secure environment for city employees and the public. Selected areas of the city’s premises are equipped with video security systems that record images up to 24 hours per day. The city’s security camera system is used for the protection and safety of the public, employees, and property. City staff have developed a Security Camera Policy that outlines the process and procedures related to function, access, data storage, etc. as it pertains to the city's security system.This policy has been reviewed by the City Attorney. This policy was developed in accordance with Recommendation 8: "Develop a technology strategic plan and a standardized process for requesting and evaluating software solutions" from the Organizational Staffing Study results that were presented by Raftelis. This recommendation outlines the need for more standardized processes within the IT Department, which this policy accomplishes. Additional related actions will be forthcoming. BACKGROUND 413 DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Security Camera Policy 414 City of Chanhassen • Administration 11/28/2023 Security Camera Policy Page 1 City of Chanhassen • Administration Security Camera Policy Effective Date: 11/28/2023 Original Policy Date: N/A Submitted By: Matt Unmacht Reviewed By: City Council Page 1 of 4 Questions? Contact the Assistant City Manager munmacht@chanhassenmn.gov or (952) 227-1118 PURPOSE The City of Chanhassen strives to maintain a safe and secure environment for City employees and the public. Selected areas of the City’s premises are equipped with video security systems that record images up to 24 hours per day. The City’s security camera system is used for the protection and safety of the public, City employees, and property. While security cameras are installed for safety and security reasons, the City’s security camera system is designed to minimize privacy intrusion. The system is not designed nor intended to protect individuals from being victims of violent or property crimes, nor to detect other potentially illegal or undesirable activities which may occur; although, any information obtained may be used as evidence in such cases. The use of security cameras shall be conducted in a professional, ethical and legal manner. POLICY As an institution governed by the Minnesota Government Data Practices Act (MGDPA), Minn. Stat. § 13, the City of Chanhassen has obligations with respect to notice, access, use, disclosure, retention and disposal of records. Security camera data maintained by the City may be nonpublic or private data for individuals under the Minnesota Government Data Practices Act (Video surveillance data may be nonpublic or private “security information” as defined by Minn. Stat. § 13.37 Subd. 1 (a) or private personnel or educational data pursuant to Minn. Stat. §§13.43, Subd. 4 and 13.32, Subd. 3) which may be accessed, used and disclosed to third parties only as consistent with those laws. It is the policy of the City to utilize security cameras to protect City property and assets from theft and vandalism through deterrence and video documentation and increase the likelihood that perpetrators of these acts will be identified. Security cameras will also be utilized on a limited basis to assist in informing decisions on effectiveness of current and future camera placement and system. This policy sets parameters regarding the use of security cameras in public places and applies to systems that enable continuous or periodic routine video monitoring on a sustained basis. Personal information collected by video surveillance includes video images. PROCEDURES Security Camera System Locations Selected areas of the City’s premises (inside and outside of City facilities and properties) are equipped with video security camera systems that record images up to twenty-four hours per day for the protection and safety of the public, City employees, and property. Reasonable efforts will be made to safeguard the privacy of City employees and the public. Security cameras will not be positioned in areas where there is a reasonable expectation of personal privacy. Employees should not have any expectation of privacy in work-related areas. The addition, removal, or 415 City of Chanhassen • Administration 11/28/2023 Security Camera Policy Page 2 relocation of any security cameras will be determined by the City Manager, Assistant City Manager, or their designees. Placement, power, connectivity and available funding are key considerations when staff evaluates the need to incorporate security cameras at City facilities. Determination of camera necessity and locations are based on the following criteria: • History of incidents of vandalism and other criminal activities or increased potential for incidents of the same nature. • Site is either known or suspected as being at increased risk for property damage. • Placement of cameras will enhance public safety. • Placement may aid staff to efficiently respond to a call for service to a City facility or property (e.g. emergency call; false alarm). • Placement of camera produces consistent and quality feed to carry out the purpose of this policy. • Availability of funding. • Ease of access to structure to mount the camera (e.g. pole, building). • Placement would allow staff to gather measurement data to make strategic and operational decisions (e.g. determine the use of a public property such as how much outdoor ice rink used during winter skating season). • Temporary placement of cameras to ensure project site security. • Placement of camera enables staff to efficiently and effectively monitor activity (e.g. contractor activity) to restricted sites or unstaffed or limited staffed facilities (e.g. IT data center, water tower, lift stations). Notice of Use of Security Camera Systems In order to provide notice to individuals that video is in use: • A list identifying the location of security cameras will be posted on the City’s internal shared drive. The Assistant City Manager and the IT Manager will keep the list up to date will keep the list up to date by adding and deleting cameras when necessary. Access to Video This policy recognizes that the security camera system may have the ability for continuous video monitoring, but it is the practice of the City to not monitor the cameras continuously. City staff utilizing the security camera system for monitoring purposes are subject to discipline in accordance with the City’s personnel policy. Routine audits will be conducted by the Assistant City Manager or IT Manager ensure improper use of security cameras is not taking place. A. Live Video Feeds. Live Video Feeds may be monitored by authorized security camera system users during the course and scope of their duties in order to manage activity in City’s facilities or on the City’s grounds. B. Stored Video. It is the practice of the City to allow authorized City staff to utilize the security camera system to review past activities for any management purpose including investigation of a possible violation of City policy or suspicious activity or for the protection and safety of the public, City employees and property. Past activities will be reviewed only where a specific incident has been reported or observed. Requests to review stored video surveillance must be made by submitting Appendix A: Security Camera Viewing Request Form. The Assistant City Manager will review and approve or deny requests as determined. Request appeals should be directed to the City Manager. Information obtained through security camera recordings shall be used exclusively for administrative, security and law enforcement purposes. Security camera recordings shall remain the property of the City. 416 City of Chanhassen • Administration 11/28/2023 Security Camera Policy Page 3 Authorized Security Camera System Users Security camera system access shall be the direct responsibility of the IT Manager, with oversight from the Assistant City Manager. • The Fire Chief will have access to City security cameras located at Chanhassen Fire Station 1. • The Rec Center Manager will have access to City security cameras located at the Chanhassen Recreation Center. • The Public Works Director, or their designee, will have access to City security cameras located at the Water Treatment Plants, Public Works Building, as well as the City’s water towers and lift stations. • The City Manager may authorize access to other City staff for any management purpose. • Access may be provided to law enforcement officers, outside consultants, other government entities and courts as necessary pursuant to applicable laws or City policies or for enforcement thereof. Security Camera System Storage and Security Images from the City’s security camera system are stored digitally in a secure manner with access controlled by the IT Department through online security credentials. Video shall be maintained per City security video data retention requirements of 45 days, unless otherwise needed for an ongoing investigation or for a longer period of time as mandated by State or federal law after which they will be disposed of in a secure manner. Access logs indicating time of access and who accessed camera views and video storage will be maintained for 7 days after video retention periods have expired. Classification and handling of archived video from security cameras shall be consistent with the Minnesota Government Data Practices Act (MGDPA). SCOPE This policy covers all employees, including seasonal, temporary, volunteers, and interns, and visitors of City facilities and properties. AUTHORITY This policy applies to all types of security camera systems, monitors and camera recording devices used for security purposes at City owned and leased properties. This policy does not apply to reasons unrelated to security monitoring activity or video conferencing nor to the videotaping, audiotaping and broadcast of Council or Citizen Advisory Board/Committee/Commission Meetings. 417 City of Chanhassen • Administration 11/28/2023 Security Camera Policy Page 4 APPENDIX A: SECURITY CAMERA VIEWING REQUEST FORM City of Chanhassen • Administrative Forms Security Camera Viewing Request Questions? Contact Assistant City Manager Matt Unmacht (952) 227-1118 or munmacht@chanhassenmn.gov Completion of this form is only an application for request and does not constitute approval to view recordings. You will be notified in writing that your request has been either approved or denied. REQUESTING INDIVIDUAL INFORMATION Name of Individual Requesting: Email Address: Department: RECORDING REQUEST INFORMATION Recording Request Date: Recording Request Timeframe: Reason for Requesting Recording Criminal Activity Missing Property Other ___________________________________ Brief description of reason recording is needed: By signing this document, I certify that all information provided is true and accurate to the best of my knowledge. Submission of false information could subject me to disciplinary action by City of Chanhassen. Signature of requester Date To be reviewed by the Assistant City Manager: Approved Denied Name: _______________________________________ Date: ________________________________________ 418 City Council Item November 27, 2023 Item Resolution 2023-XX: Approve Submittal of a Local Road Improvement Program (LRIP) Funding Application for the Pleasant View Road Reconstruction Project File No.ENG 26-03 Item No: D.9 Agenda Section CONSENT AGENDA Prepared By Charlie Howley, Director of Public Works/City Engineer Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council adopts a resolution supporting submitting a Local Road Improvement Program Funding Application for the Pleasant View Road Reconstruction Project." Motion Type Simple Majority Vote of members present Strategic Priority Financial Sustainability SUMMARY Pleasant View Road is classified as a Minor Collector roadway and is part of the City's Municipal State Aid Road System. The street is the only east-west connection from Powers Boulevard to TH 101 on the north side of Lotus Lake. The street is primarily a rural section (no curb and gutter), narrow and winding, has many blind spots, and has no sidewalk or trails. A two-year reconstruction project is planned for Pleasant View Road in 2026-2027. The project will be expensive due to the need to bring the road up to current city standards for a collector roadway. Funding for the project will be a combination of Municipal State Aid (MSA), Pavement Management Program (PMP), Utility Enterprise (Sewer, Water, Stormwater), and any grants the City is successful in obtaining for the project. MnDOT has a Local Road Improvement Program (LRIP) that was established by the Minnesota 419 Legislature in 2002. In 2023, the legislature appropriated $85M in general obligation bonds to fund the program. The 2023 Solicitation is open, and applications are due by December 8, 2023. The City is planning to submit for LRIP funding for the Pleasant View Road project, and one of the application requirements is a Resolution supporting the application and project by the governing body that owns the roadway. The maximum award is $1.5M for any individual project and the amount the city will ask for in the application. Award notifications are tentatively planned to be announced in early April 2024. BACKGROUND N/A DISCUSSION N/A BUDGET N/A RECOMMENDATION Staff recommends the adoption of the Resolution of Support. ATTACHMENTS Resolution 420 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA DATE: RESOLUTION NO:_________ MOTION BY: SECONDED BY: RESOLUTION OF SUPPORT FOR SUBMITTAL OF A MNDOT 2023LRIP GRANT APPLICATION FOR THE PLEASANT VIEW ROAD RECONSTRUCTION PROJECT WHEREAS,Chanhassen staff are planning for the reconstruction of Pleasant View Road from Powers Boulevard to TH 101; and WHEREAS,the proposed improvements include the reconstruction of Pleasant View Road to an urban road section with a multi-use trail to address existing operational and safety issues and provide for the needs of a collector roadway and multi-modal transportation network; and WHEREAS,$84 million in MnDOT Local Road Improvement Program (LRIP) funding is currentlyopen for solicitations, with a cap of $1.5 million for each project, to help fund improvements to roadways with regional significance, which Pleasant View Road qualifies as a regionally significant roadway; and WHEREAS,the Pleasant View Road project is planned to be funded by successful grant funding along with Municipal State Aid, Pavement Management Program, and Utility Enterprise funds; and WHEREAS,the City of Chanhassen will be responsible for the remaining costs if the project is successful in obtaining LRIP funds. NOW, THEREFORE, BE IT RESOLVED THAT THE CHANHASSEN CITY COUNCIL: 1. Supports the reconstruction of Pleasant View Road. 2. Supports the submittal of a MnDOT 2023 LRIP Grant Application for the project. 3. Provides assurance that the City will pay for its share of the project improvement costs beyond the LRIP grant award. PASSED AND ADOPTED by the Chanhassen City Council on this 27th day of November 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 421 City Council Item November 27, 2023 Item Resolution 2023-XX: Designate Restrictions on Eastbound Left Turns at Great Plains Boulevard and West 79th Street During Specific Hours File No.TSC Case #240 Item No: D.10 Agenda Section CONSENT AGENDA Prepared By Erik Henricksen, Project Engineer Reviewed By Charlie Howley SUGGESTED ACTION "The Chanhassen City Council adopts a resolution designating restrictions on eastbound left turns at the Great Plains Boulevard and West 79th Street intersection between the hours of 3:00 p.m. to 6:00 p.m. Monday through Friday." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND On February 15, 2023, the Traffic Safety Committee (TSC) evaluated concerns regarding the intersection operations and safety at Great Plains Boulevard and West 79th Street (see Exhibit A). This intersection has been evaluated through multiple traffic studies over the years, which have shown that during the evening rush hour, generally between the hours of 3:00 p.m. and 6:00 p.m. (5:00 p.m. to 6:00 p.m. being the peak hour), that the eastbound left turning movement experiences the lowest Level of Service (LOS) grade of F. Intersection LOS grades are provided by the Transportation Research Board Highway Capacity Manual which indicate the quality of traffic flow through an intersection. These LOS grades range from LOS A through LOS F. LOS A represents "free flow," or an intersection that has low volumes and no delays, and LOS F represents an exceedance of capacity of an intersection leg, 422 which results in long delays, extensive queuing, and exceedingly restricted traffic flow. During the evening peak hours, field observations were conducted at the intersection, and it was observed that multiple factors, inclusive of traffic volumes, contribute to the poor intersection operations: Southbound vehicles on Great Plains Boulevard queued at the traffic signal at TH 5, extended past and blocked the intersection of Great Plains Boulevard and West 79th Street. Eastbound right turns at the intersection of Great Plains Boulevard and West 79th Street attempted to enter the southbound left turn lane at TH 5 and Great Plains Boulevard but were unable to fully enter the lane, which blocked the southbound right turn lane of Great Plains Boulevard. Eastbound left turns at the intersection of Great Plains Boulevard and West 79th Street were unable to make the movement due to the blocked intersection. Due to the congestion, left-turning vehicles attempted to make the left turn without having the right of way, causing unsafe conditions. Northbound left turns at the intersection of Great Plains Boulevard and West 79th Street, which have the right-of-way before the eastbound left turns, were being "cut off" by eastbound left turns. In an effort to improve the operations of the intersection, the TSC recommended that the intersection be marked and signed indicating that the intersection not be blocked and that restrictions of eastbound left turning movements at Great Plains Boulevard and West 79th Street be restricted during the peak hours of 3:00 p.m. through 6:00 p.m. The improvements are depicted in Exhibit B. Section 12-9 of Chanhassen City Code allows the council by resolution to restrict turning movements at an intersection whenever necessary to preserve a free flow of traffic or to prevent accidents. This turning restriction is intended to be an interim solution until a street improvement project reconstructs the intersection. DISCUSSION N/A BUDGET The signing and striping identified will cost approximately $5,000, which will be paid for out of the Street Maintenance Operations and Maintenance funding in the General Fund. RECOMMENDATION Staff recommends that the City Council adopt a resolution restricting eastbound left turns at the Great Plains Boulevard and West 79th Street intersection Monday through Friday from 3:00 p.m. to 6:00 p.m. ATTACHMENTS Resolution 423 Exhibit A - Vicinity Map Exhibit B - Proposed Conditions 424 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: November 27, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: A RESOLUTION DESIGNATING RESTRICTIONS ON EASTBOUND LEFT TURNS AT GREAT PLAINS BOULEVARD AND WEST 79 TH STREET BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. MONDAY THROUGH FRIDAY WHEREAS, pursuant to Minnesota Statutes §169.19, Subd. 1(f), and City Code section 12-9, the City has the authority to restrict turning movements at intersections within the City; and WHEREAS, the City desires to provide safe and effective transportation access to all areas in the City of Chanhassen; and WHEREAS, the Traffic Safety Committee evaluated the intersection operations at Great Plains Boulevard and West 79 th Street and recommended that the restriction of eastbound left turns between the hours of 3:00 p.m. to 6:00 p.m., Monday through Friday, help to preserve better flow of traffic and has the potential to prevent accidents. NOW, THEREFORE, BE IT RESOLVED bythe Chanhassen City Council that there shall be no eastbound left turns at the intersection of Great Plains Boulevard and West 79 th Street between the hours of 3:00 p.m. and 6:00 p.m., Monday through Friday, and that the City Public Works Director is directed to mark by appropriate signage or painting, and the County Sheriff is directed to enforce, the restricted turning movement. PASSED AND ADOPTED by the Chanhassen City Council on this 27 th day of November 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 425 Great Plains Boulevard & W 79th Street November 16, 2023 ± 1 in = 100 Ft Legend Parcels 426 79th & Great P lains - Sign and Striping Proposals August 29, 2022 Map Po w ere d By DataLink 1 in = 100 ft ± 427 428 429 430 City Council Item November 27, 2023 Item Resolution 2023-XX: Approve 2024 Service Agreement for Joint Assessment with Carver County Assessor 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 adopts a resolution approving the 2024 Service Agreement for Joint Assessment with the Carver County Assessor.” Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The City of Chanhassen contracts with the Carver County Assessor's Office to perform property assessing duties for parcels located within Carver County. The proposed contract, similar to previous contracts, is for a single contract year. Due to external circumstances occurring within the economy, there is a minimal 6.5% increase above last year's rate. For the 2024 costs, the County will charge $15.91 per residential valuation, $16.55 per agricultural valuation, and $17.74 per commercial evaluation. There will be added cost from the 2023 agreement due to the added number of parcels in the city which is typical from year to year. The final payment will be calculated at the end of the year when the actual bill is submitted. DISCUSSION 431 BUDGET RECOMMENDATION Staff recommends the City Council adopt a resolution approving the attached 2024 Service Agreement for Joint Assessment between the City of Chanhassen and the Carver County Assessor's Office. ATTACHMENTS Resolution 2023-24 Service Agreement for Special Assessment 432 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: November 27, 2023 RESOLUTION NO:2023-XX MOTION BY: SECONDED BY: RESOLUTION APPROVING 2023 SERVICE AGREEMENT FOR 2024 JOINT ASSESSMENT WITH THE CARVER COUNTY ASSESSOR WHEREAS,the City of Chanhassen has traditionally contracted with the Carver County Assessor to perform property assessing duties for parcels located within Carver County; and WHEREAS,Minnesota Statute § 273.072 and Minnesota Statute § 471.59 permit such an agreement for joint assessment; and WHEREAS, the proposed contract, similar to previous contracts, is for a single contract year; and NOW THEREFORE, BE IT RESOLVED that the Chanhassen City Council approves the 2024 Service Agreement for Joint Assessment with the Carver County Assessor. PASSED AND ADOPTED by the Chanhassen City Council this 27 th day of November, 2023. ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 433 (2023) SERVICE AGREEMENT FOR (2024) JOINT ASSESSMENT This Agreement is entered into by and between the County of Carver, 600 East 4th Street, Chaska, Minnesota 55318, through Carver County Assessor, (hereafter “County”) and City of Chanhassen, a municipal corporation under the laws of the State of Minnesota, hereinafter referred to as the Town. WHEREAS, the Town desires to enter into an agreement with the County to provide for the assessment of property in said Town by the County Assessor’s Office; and WHEREAS, Minn.Stat.§ 273.072 and Minn.Stat.§ 471.59 permit such an agreement for joint assessment; NOW, THEREFORE, in consideration of the mutual covenants contained herein, it is agreed as follows: 1)Term. That the Town, which is situated in the County of Carver, and which constitutes a separate assessment district, shall have its property within Carver County assessed by the Carver County Assessor for the assessment date of January 2, 2024. All work necessary to the establishment of the estimated market value for each Carver County parcel in the Town shall be performed by the Carver County Assessor or by one or more of the licensed assessors under his/her direction and supervision. 2)Cooperation. It is hereby agreed that the Town and all of its officers, agents and employees shall render full cooperation and assistance to the County to facilitate the provision of the services contemplated hereby. 3)Payment Amount. The Town shall pay to the County for the assessment of property with Carver County the sum of Fifteen dollars and ninety one cents ($15.91 per residential valuation, Sixteen dollars and fifty five cents ($16.55) per agricultural valuation, and Seventeen dollars and seventy four cents ($17.74) per commercial/ industrial valuation (for the assessment of January 2, 2024) existing or created before the closing of the relative assessment year. 4)Payment terms. Full payment of all claims submitted by the County Assessor for relative assessment dates shall be received by the County no later than November 15th of the respective years. 5)The County agrees that in each year of this Agreement it shall, by its County Assessor or one or more of his/her deputies, view and determine the market value of at least twenty percent (20%) of the parcels within this taxing jurisdiction. It is further agreed that the County shall have on file documentation of those parcels – physically inspected for each year of this Agreement. 6)Data Privacy. Pursuant to Minn. Stat. Chap. 13, the parties agree to maintain and protect data received or to which they have access. No private or confidential data 434 developed, maintained or received by the Town under this agreement may be released to the public by the Town. The Town agrees to indemnify and hold the County, its agents and employees, harmless from any and all claims or causes of action arising from or in any manner attributable to any violation of the Minnesota Government Data Practices Act by Town or its agents, assigns, or employees, including legal fees and expenses incurred to enforce this provision of this agreement. 7)Mutual Indemnification. The Parties’ total liability under this Agreement shall be governed by Minn. Stat. § 471.59, subd. 1a. Each Party agrees that it will be responsible for the acts or omissions of its officials, agents, and employees, and the results thereof, in carrying out the terms of this Agreement, to the extent authorized by law and shall not be responsible for the acts/omissions of the other Party and the results thereof. For purposes of determining total liability for damages, the participating governmental units are considered to be a single governmental unit, the total liability of which shall not exceed the limits for a single governmental unit as provided in Minn. Stat. § 466.04, subd. 1. Each Party agrees to defend, hold harmless, and indemnify the other Party, its officials, agents, and employees, from any liability, loss, or damages the other Party may suffer or incur as the result of demands, claims, judgments, or cost arising out of or caused by the indemnifying Party’s negligence in the performance of its respective obligations under this Agreement. This provision shall not be construed nor operate as a waiver of any applicable limitation of liability, defenses, immunities, or exceptions by statute or common law. To the full extent permitted by law, actions by the parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of theparties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minnesota Statutes, Section 471.59, subd. la(a); provided further that for purposes of that statute, each party to this Agreement expressly declines responsibility for the acts or omissions of the other party. The Parties of this Agreement are not liable for the acts or omissions of the other participants to this Agreement except to the extent to which they have agreed in writing to be responsible for acts or omissions of the other Parties. 8)No Joint Venture. Nothing contained in this Agreement is intended or should be construed as creating the relationship of co-partners or joint ventures with the County. No tenure or any rights including worker’s compensation, unemployment insurance, medical care, sick leave, vacation leave, severance pay, PERA, or other benefits available to County employees, including indemnification for third party personal injury/property damage claims, shall accrue to the Town or employees of the Town performing services under this Agreement. 435 9)Records: Availability and Retention. Pursuant to Minn. Stat. §16C.05, subd. 5, the Town agrees that the County, 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, et., which are pertinent to the accounting practices and procedures of the Town and involve transactions relating to this Agreement. Town agrees to maintain these records for a period of six years from the date of termination of this Agreement. 10)Merger and Modification. It is understood and agreed that the entire Agreement between the parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter. All items referred to in this Agreement are presumed to be incorporated or attached and are deemed to be part of this Agreement. Where the incorporated terms differ with the terms of this Agreement, the terms of this Agreement shall control. Any material alteration, modification, or variation shall be reduced to writing as an amendment and signed by the parties. 11)Default and Cancellation. If the Town fails to perform any of the provisions of this Agreement or so fails to administer the work as to endanger the performance of the Agreement, this shall constitute default. Unless the Town’s default is excused by the County, the County may, upon written notice to the Town’s representative listed herein, cancel this Agreement in its entirety as indicated in (b.) below. This Agreement may be cancelled with or without cause by either party upon thirty (30) days written notice. Representatives for each of the parties to this Agreement are as listed below: Town/City County/Division Ryan Johnson Carver County Assessor 600 E 4th Street Chaska MN 55318 rjohnson@co.carver.mn.us 12)Subcontracting and Assignment. Neither party shall not enter into any subcontract for the performance of any services contemplated under this Agreement without the prior written approval of the other party and subject to such conditions and provisions as the other party may deem necessary. The party attempting to subcontract or assign its obligations shall be responsible for the performance of all Subcontractors. No party may assign or transfer any rights or obligations under this Agreement without the prior consent of the other Parties and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this Agreement, Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Kim Meuwissen - Clerk 436 or their successors. 13)Nondiscrimination. During the performance of this Agreement, the Town agrees to the following: No person shall, on the grounds of race, color, religion, age, sex, disability, marital status, public assistance status, criminal record, creed or national origin be excluded from full employment rights in, participation in, be denied the benefits of or be otherwise subjected to discrimination under any and all applicable Federal and State laws against discrimination. 14)Health and Safety. Each party shall be solely responsible for the health and safety of its employees and subcontractor’s employees in connection with the services performed in accordance with this Agreement. Each party shall ensure that all employees, including those of all subcontractors, have received training required to properly and safely perform services outlined in this Agreement. 15)No Waiver. Nothing in this Agreement shall constitute a waiver by the either party of any statute of limitations or exceptions on liability. If the either party fails to enforce any provision of this Agreement, that failure does not waive the provision or its right to enforce it. 16)Severability. If any part of this Agreement is rendered void, invalid or unenforceable, by a court of competent jurisdiction, such rendering shall not affect the remainder of this Agreement unless it shall substantially impair the value of the entire Agreement with respect to either party. The parties agree to substitute for the invalid provision a valid provision that most closely approximates the intent of the invalid provision. 17)Applicable Laws. The Laws of the State of Minnesota shall apply to this Agreement. 437 IN WITNESS WHEREOF, the City of Chanhassen, has caused this Agreement to be executed by its Chairperson/Mayor and its Town Clerk by the authority of its governing body by a duly adopted resolution on This the __________________ day of _________________________, 2023. The County of Carver has caused this Agreement to be executed by its Chairperson and the County Assessor pursuant to the authority of the Board of Commissioners by resolution adopted on ___________ __This the _ ____________ day of ______________, 2023. CITY OF CHANHASSEN COUNTY OF CARVER By:___________________________ By: ________________________ Chairperson/Mayor John P. Fahey/Chair Board of Commissioners Attest: ________________________ By:___________________________ Clerk – Kim Meuwissen Dave Hemze/County Admininstrator And: _______________________ Ryan Johnson/County Assessor 21st October 438 City Council Item November 27, 2023 Item Resolution 2023-XX: Certification of Water and Sewer Hook-Up Charges to the County Auditor File No.Item No: D.12 Agenda Section CONSENT AGENDA Prepared By Danielle Washburn, Assistant Finance Director Reviewed By Kelly Grinnell SUGGESTED ACTION "The Chanhassen City Council adopts a resolution certifying water and sewer hook-up charges to the County Auditor." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND The following property owner agreed to have these charges assessed to their property taxes rather than paying them upfront with the building permit fees: Mara Sports Marketing, LLC Robert Blanton, President 550 Lake Drive, 25.8460010 Water Hook-Up Charges - $79,569.00 Sewer Hook-Up Charges - $21,447.00 Total $101,016.00 - Repayment will occur over four years at 7.00% interest 439 DISCUSSION BUDGET RECOMMENDATION Staff recommends adoption of the attached resolution authorizing the certification of hook-up charges for Mara Sports Marketing, LLC to Carver County. ATTACHMENTS Resolution Special Assessment Agreement 440 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: November 27, 2023 RESOLUTION NO: 2023-XX___ MOTION BY: _______SECONDED BY: RESOLUTION AUTHORIZING CERTIFICATION OF WATER AND SEWER HOOK-UP CHARGES WHEREAS, the City has entered into a Special Assessment Agreement with Robert Blanton, President of Mara Sports Marketing, LLC, dated November 20, 2023, a copy of which is attached hereto as Exhibit “A.” NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota, 1. The Assessment Agreement is hereby approved. The Mayor and City Manager are authorized and directed to sign the Agreement. 2. Such proposed assessments are hereby levied and shall constitute special assessments against the lands named therein. 3. Such assessments shall be payable in equal annual installments according to the attached special assessment agreement, the first of the installments to be payable on or before the first Monday in January 2024, and shall bear interest at the rate indicated in the attached special assessment agreement starting December 1, 2023. This assessment will show up on the first property tax statement for 2024. To each installment, when due, shall be added interest for one year on all unpaid installments. 4. The property owner may, at any time prior to certification of the assessment to the County, pay the whole of the assessment on such property to the City, except that no interest shall be charged if the entire assessment is paid prior to certification of the assessment. The owner may at any time thereafter pay the City the entire amount of the assessment remaining unpaid with interest accrued to December 31 of the year in which the payment is made. Such payment must be made before November 15, or interest will be charged through December 31 of the next succeeding year. The right to partially prepay the assessment is not available. 5. The Clerk shall forthwith transmit a certified duplicate of the assessment to the County to be extended on the proper tax lists of the County, and such assessment shall be collected and paid over in the same manner as other municipal taxes. PASSED AND ADOPTED by the Chanhassen City Council on this 27th day of November 2023. 441 2 ATTEST: Kim Meuwissen, City Clerk Elise Ryan, Mayor YES NO ABSENT 442 443 444 445 City Council Item November 27, 2023 Item Proclaim December 4, 2023 as Chanhassen Elementary Day File No.Item No: D.13 Agenda Section CONSENT AGENDA Prepared By Laurie Hokkanen, City Manager Reviewed By Laurie Hokkanen SUGGESTED ACTION "The Chanhassen City Council proclaims December 4, 2023 as Chanhassen Elementary Day." Motion Type Simple Majority Vote of members present Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Proclamation 446 WHEREAS, Eastern Carver County School (ECCS) District’s Chanhassen Elementary School was one of 353 schools recognized nationwide as a National Blue Ribbon School for 2023, and WHEREAS, Nine schools in Minnesota received the honor this year. The recognition is based on a school’s overall academic performance or progress in closing achievement gaps among student groups on assessments, and WHEREAS, Only 202 schools from Minnesota have been awarded this prestigious recognition since the program started in 1983. This is the first time an ECCS school has received the award, and WHEREAS, Chanhassen Elementary has a special relationship with the City of Chanhassen because of its proximity to City Hall and our ability to enjoy frequent visits to City Hall from its students, and WHEREAS, The city admires the innovation at Chanhassen Elementary, a key factor that led to this recognition, and THEREFORE, Be it resolved; December 4 is proclaimed to be Chanhassen Elementary Day. OFFICE OF THE MAYOR CITY OF CHANHASSEN Mayor Elise RyanDate: December 4, 2023 447 City Council Item November 27, 2023 Item Brad Murdock Citizen Action Request File No.Item No: E.1 Agenda Section VISITOR PRESENTATIONS Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Brad Murdock Citizen Action Request 448 Complete this form and submit it prior to the City Council meeting date you wish to present your request. Select City Council Meeting date you would like to attend 11/27/2023 In 2023, the Chanhassen City Council meets on the second and fourth Mondays of each month with the following exceptions: March 27, 2023 - Meeting rescheduled to March 20, 2023 December 25, 2023 - Meeting canceled Printable 2023 City Meeting Calendar View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above. Resident Information * Name Brad Murdock * Address 900 Kelly Court CHANHASSEN MN 55317-8714 * Phone * Email Council Action Requested * Provide a brief description of the action you are requesting from the City Council. I am asking the City of Chanhassen to direct the Chanhassen Police Department (Carver County Sheriff) to enforce the no parking on private streets ordinance by writing tickets when called or noticed on their regular patrols. The City of Chanhassen Municipal Code Sec 18-57(p)(2) Private streets must be maintained in good condition and plowed within 24 hours of a snowfall greater than two inches. Covenants concerning maintenance shall be filed against all benefiting properties. Parking on the private street or otherwise blocking all or part of the private street shall be prohibited. Since this is a City code my belief is that it should be enforced by our police. The no parking ordinance was put in place for the safety of the residents by allowing Emergency / Fire / Police unrestricted access to the streets. Since it is an ordinance I believe that the it should be enforced by law enforcement. Summary of Information * Provide a narrative of the request including need, costs, timetable, background, etc. My request is that the City of Chanhassen direct the Carver County Sheriff to enforce the ordinance "Parking on the private street or otherwise blocking all or part of the private street shall be prohibited" via the issuance of tickets and whatever means that they would use for public streets. What Happens Next? Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the selected meeting date. Contact Questions? Contact City Clerk Kim Meuwissen at 952-227-1107 or by email. Page | 1 449 City Council Item November 27, 2023 Item Mental Wellness Round Table Flyer File No.Item No: J.1 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Mental Wellness Event Flyer 450 Join Us for an evening of discussion around two important issues in our community. All are welcome. Light refreshments provided. Registration encouraged. For more information and registration: hps://forms.oice.com/g/UD2fTgJbvX Mental Wellness Round Table Addressing the Opioid and Mental Health Crisis in Our Communities Thursday, November 30th 6:00 pm - 8:30 pm Ridgeview Auditorium 500 S. Maple Street, Waconia 451 City Council Item November 27, 2023 Item Mediacom Rate Increase File No.Item No: J.2 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Jenny Potter, Sr. Admin Support Specialist Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS Mediacom Rate Letter 452 Cowespondence Mediacom. Xtream . Business . OnMedia Theresa Sunde Senior Manager, Government Relations November 1"0,2023 Dear Commu nity Official : The purpose of this letteristo informyou that, on orabout December 1,5,2023, Mediacom will be implementing the following programming changes and rate adjustments:1 The decision to make price adjustments is always a difficult one. However, the fees we pay to retransmit local broadcast stations like ABC, CBS, FOX and NBC as well as regional and national sports networks continue to grow rapidly. ln addition, supply chain challenges and labor shortages experienced over the past couple years have resulted in slgnificant inflationary pressure across our busl ness. Mediacom appreciates the opportunity to continue to serve your community's telecommunications needs. lf you have any questions, please contact me directly at tsunde@mediacomcc.com Sincerely, Theresa Sunde 1602 1 Depending on the terms of each customer's promotional package, these rate changes may not impact a customer until their current promotional package expires. 2 Mediacom bills monthly In advance. As a result, the increases for both the Local Broadcast Surcharge and Regional Sports Surcharge are based on our best estimate of the cost increases our company will incur for broadcast and regional sports programming. Mediacom will "true up" customer bills in a subsequent month if it turns out that our estimate was too high or too low. Mediacom Communications Corporation 1.5O4 2'd Street SE, PO Box 110, Waseca, Minnesota 56093 Product:Old Rate New Rate Net Change: Loca I Broadcast Station Surcharge2 s2s.70 s28.40 52.70 Regional Sports Surcharge Ss.go So.zo EssentialTV S80.oo Seo.oo s1o.o0 Variety TV s10s.00 s11s.00 Sro.oo DVR Service s14.9s Srg.gg Ss.o+ Multi-Room DVR Service S1e.es s1e.ee So.o+ AdditionalTiVo, XtreamL or Digital Adapter Sa.so Sg.gg s1.4e Other Additional Digital Receivers Sro.so Sg.gg (So.sr1 Sg.tz 453 City Council Item November 27, 2023 Item Metropolitan Mosquito Control District 2022 Annual Summary File No.Item No: J.3 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority N/A SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS MMCD 2022 Season Summary dated 11-15-2023 454 ,r}r)rr,r)*;el,f,:r,rH M Et R O PO Lt TAt( M A 5Q U'TA (Or{rrot O t Sr n t Cr Metro Counties Government Center 2099 University Avenue West Saint Paul, MN 55L04-3431 (651) 645-9149 - www.mmcd.org November 15th,2023 -Ichanhassen City Manager - 7700 Market Blvd. - Box147 Chanhassen, MN 55317 - Enclosed is a summary of work completed by the Metropolitan Mosquito Control District (MMCD) in the Chanhassen area during the 2023 mosquito control season. For the third consecutive year the Twin Cities area experienced drought conditions throughout most of the summer which contributed to lower levels of annoyance mosquitoes. Near record snowfall during the winter of 2022-23 brought standing water in the spring, which ushered in a surge of mosquitoes exceeding the 10-year average in late May and early fune. Lack of rainfall in the subsequent months led to a decrease in the mosquito population and it remained low through the rest of the summer. (See back for numbers from 2023.) West Nile virus was active in the District and elsewhere in Minnesota in 2023. Testing of mosquitoes this year for WNV returned the highest rate of infection in the history of the District's WNV surveillance. One hundred twenty- nine of B1B mosquito samples tested were positive for WNV. \Mhile most human illnesses have been reported, some are still being evaluated. As of November 14, 20 WNV illnesses had been confirmed in Minnesota with nine of those cases in residents of the District (Anoka Co. 1, Dakota Co. 1, Hennepin Co. 5, Washington Co. 1). As of November 14, illnesses caused by two other mosquito-borne viruses had been reported in Minnesota. Two Jamestown Canyon illnesses were confirmed in residents of Anoka County and Ramsey County. One case of La Crosse encephalitis was confirmed in a resident of Scott County. For more information about vector-borne disease in 2023look for the MMCD Technical Advisory Board report coming in the spring of 2023. MMCD employees controlled immature black flies [biting gnatsJ in small streams and large rivers throughout the metropolitan area. ln2023,121 black fly larvicide treatments were made to the rivers and streams in the District. Spring flooding caused a slight delay in sampling efforts. After the extremely high-water levels in May, the continuing drought in the area caused rivers to go well below average through September resulting in few treatments after June. Adult black flies remained at tolerable levels for most of season with the number of black fly annoyance calls in 2023 (46), higher than2022 (11) but less than 2021(1.51). District staff have been present at schools and community events throughout the year to provide information on mosquito biology and habitat, disease concerns, and preventative measures. If you would like MMCD to speak to your group or attend an event, please let us know! If you have any questions or would like to meet to discuss our agency's activities, please contact me. Sincerely, Alex Carlson, Public Affairs Manager Phone: [651J 643-8342 // Email: acarlson@mmcd.org Cl* C,,,1- 455 !V*ekly Aver.:grs r:f i-iurn;rr.r-bitrr-rg M*squito*: in (*? Tl'aps, ZtSS.3 ": ,., .. rcfr"rcrramt 1$i.;;.16'3gf r:.:i. ti.r.. i i1:r lr .,:.'.- t.:.:tl I:il :i: ':'ti -t:"' .,:':,, i: !.:; b..;ll t:.:; ';.'_: t.:: <--;,-:. <-).1-.-.,, q*'.|. , i". ..:.." Graph created by Dr. Scott Larson, MMCD Assistant Entomologist 57,526 Larval mosquito inspections 17r,894.75 Acres of larval mosquito treatments to,92L Tires recycled 316,899 Catch basin treatments 1,95 9.O2 Acres of adult mosquito treatments 3,098 Customer calls District-Wide Numbers from 2A23: City and Community Presentations Available MMCD staff are available to provide an update on mosquito activity, give city specific information, or share resources about mosquito, tick, and black fly reduction measures to cities. Presentations or live questions and answers are great for City Council Meetings, Township Board Meetings, Sustainability Commissions, or events for residents.lf you would like to schedule a presentation, please contact Alex Carlson: Alex Carlson, Public Affairs Manager acarlson @m nrcd.o rg Direct: (651.) 643 -8342 456 2923 Activity Summary for Chanhassen LARVAL CONTROL Most of the control done by MMCD targets mosquitoes during their [arval stage. Mosquito [arvae usua[ty devetop in standing water and are most common after a rainfall. Larval control materials are apptied via helicopter, backpack, drone, or by hand. Larva[ Control in Chanhassen in 2023: Sites lnspected: 643 I Acres Treated: 2663.07 ADULT CONTROL MMCD supplements our [arvaI control program with timited adutt mosquito control. Adutt controI materials are applied via backpack during the day or truck-mounted cotd fogger in the evening. Adutt Mosquito Contro[ in Chanhassen in 2023: Sites lnspected: ll5 I Acres Treated: 0.00 DISEASE PREVENTION Controlling the mosquito species that are most tikety to spread disease is a top priority for MMCD. Removing containers that could hold stagnant water is critical to reducing the spread. a?-lt;,* Disease Prevention Activity in Chanhassen: Tires Removed: 5 I Catch Basins Treated: 4971 Disease Prevention Property Inspections: ll CUSTOMER CALLS We encourage residents of the district to catl MMCD to report mosquito annoyance, employee or helicopter concerns, request waste tire removat, or for anything else. Customer Calls from Chanhassen in 2023:23 \ryrt####H# diL* For questions about your cit/s data, please contact Alex Carlson - acarlson@mmcd.org 457 City Council Item November 27, 2023 Item October 2023 Monthly Communications Update File No.Item No: J.4 Agenda Section CORRESPONDENCE DISCUSSION Prepared By Kim Meuwissen, City Clerk Reviewed By SUGGESTED ACTION N/A Motion Type N/A Strategic Priority Communications SUMMARY BACKGROUND DISCUSSION BUDGET RECOMMENDATION ATTACHMENTS October 2023 Monthly Communications Update 458 MONTHLY COMMUNICATIONS UPDATE October 2023 EXECUTIVE SUMMARY October proved to be another busy and productive month for the communications team. Here is a snapshot of the campaigns we created and supported through October. STRATEGIC + COORDINATED MESSAGING • Lawn Sprinkling Restrictions • Fire Department August CPR Call • Partnership with Riley Purgatory Bluff Creek Watershed District • Local Road Construction Updates for residents and commuters • Yard Waste Drop-off Site • Tick-or-Treating Safety • Small Business Saturday • Environmental Trivia Night • Chanhassen 5th Graders Visit for a Day • Victoria Employee & Firefighter Jeff Borg remembrance • Environmental Academy • Public Works visiting Creme de la Creme • National Fire Prevention Week WEBSITE ACCOMPLISHMENTS • Continued to audit the Planning & Community Development Pages. • Update the “I Want to...” section. • Started changing and updating all 641 current to a better mobile format for visitors. • Flagged pages with old or out-of-date content and scheduled maintenance. • Added photos to bare pages. • 55+ Expo • Bone Adventure • Halloween • Artisan Fair • Holiday Boutique • Recreation Center Programming • Bone Adventure • Skate Park Survey • Fire Station Trick-or-Treating • National Fire Prevention Week • Lawn + Plant Watering • Stormwater Pond Video Creation • #WaterWise Rebate • Surface Water Resources Education • Environmental Trivia Night • Spring Connection • Small Business Saturday • Yard Waste Drop-off Closes • Winter Parking Regulations • Riley Purgatory Bluff Creek Watershed District Open House • Heart of Chanhassen Photo Contest • Chan-Happenings (weekly email + promotion) 459 SOCIAL MEDIA ANALYSIS 2 BEST PERFORMING POST ENGAGEMENT IMPRESSIONS AUDIENCE GROWTH Government Facebook Page +33 (7,134 current follows) Parks Facebook Page +7 (1,575 current follows) Instagram Page +19 (1,267 current followers) X Page -2 (3,534 current followers) Government Facebook Page 3.21% (30.4% decrease from September) Parks Facebook Page 3.17% (38% increase from September) Instagram Page 2.44% (0.1% increase from September) X Page 1.66% (0.06 decrease from September) Government Facebook Page 48,808 (35% decrease from September) Parks Facebook Page 25,906 (18% decrease from September) Instagram Page 14,719 (8% decrease from September) X Page 19,779 (57.2% increase from September) 460 SOCIAL MEDIA ANALYSIS 3 GOVERNMENT FACEBOOK PAGE POST COMMENTS > POST TYPE X KEY INTERACTIONS INSTAGRAM POST COMMENTS > POST TYPE PARKS FACEBOOK PAGE POST COMMENTS > POST TYPE 461 GOVDELIVERY ANALYSIS 4 SOURCE OF SUBSCRIPTIONS ENGAGEMENT TOPIC ACVTIVITY Popular Topics Among Subscribers 1. Chan-Happenings - 4,257 subscribers 2. Mayor’s Message- 11,598 subscribers 3. Parks & Recreation - 8,195 subscribers Topics with Most Bulletins Sent • City Code Amendments - 5 Bulletins • City Council - 5 Bulletins • Chan-Happenings - 4 Bulletins • 2023 City Pavement Rehab Project - 4 Bulletins SUBSCRIBER GROWTH 462 WEBSITE HIGHLIGHTS 5 SESSION BY CHANNEL TOP FIVE VISTED WEBPAGES ENGAGEMENT VIEWS 38,582 (1.3% increase) AVERAGE ENGAGEMENT TIME 1 Minute 06 Seconds AVERAGE ENGAGEMENT TIME PER SESSION 41 Seconds USER PROFILE USERS 12,695 NEW USERS 11,486 NEW USER CHANNEL GROWTH Organic Search - 6,644 Direct - 3,336 Email - 729 October 1. Halloween Party 2. Recreation Center 3. Parks & Recreation 4. City Staff 5. Avienda September Recap • City Staff • Parks & Recreation • Avienda 463 SOCIAL MEDIA INDEX Facebook Impressions: The number of times your post was on the screen. Reach: The number of people who saw any of your posts at least once. Reach is different from impressions, which may include multiple views of your posts by the same people. This metric is estimated. Engagement: The number of times people engaged with your post through reactions, comments, shares, views, and clicks. Clicks: The number of clicks on links within posts that led to destinations or experiences, on or off Facebook. Comments: The number of comments on your post. Shares: The number of shares of your post. Reactions: The number of reactions on your post. The reactions button on a post allows Accounts Center accounts to share different reactions to its content: Like, Love, Haha, Wow, Sad, or Angry. X Impressions: Times this Tweet was seen on Twitter. Engagement: Total number of times a user has interacted with a Tweet. This includes all clicks anywhere on the Tweet (including hashtags, links, avatar, username, and Tweet expansion), retweets, replies, follows, and likes. Detail Expands: Times people viewed the details about this Tweet. Clicks: Number of clicks on any URL in this Tweet Comments: The number of comments on your post. Retweet: The number of people who shared your post. Instagram Post Reach: This metric counts reach from the organic or paid distribution of your post, including if it was boosted. Reach is only counted once if it occurs from both organic and paid distribution. This metric is estimated. Comments: The number of comments on your post. Shares: The number of shares of your post. Likes: The number of people who liked your post. GOVDELIVERY INDEX Recipients: The number of people who received your newsletter. Delivered: The number of people who received your email. INDEX 6 464 INDEX 6 Pending: Subscribers who still need to confirm their subscription to our newsletter. Bounced: An email that couldn’t be delivered. Specifically, it’s a delivery failure related to server or spam issues, whether permanent or temporary. We use this metric to express a percentage of subscribers who didn’t receive your message. Open Rate: A marketing metric that measures the percentage rate at which emails are opened. Click Rate: The percentage of people who click on a link or image within an email. We use the email click rate to measure an email’s immediate successful response rate but not the overall success. Unsubscribed: Subscribers that no longer want to receive your newsletter. They clicked the unsubscribe link in the footer of your newsletter. Total Opens: Calculated by tracking the number of times an email is opened. Unique Opens: Represents the number of individual people who opened your email. If you sent your email to 10 people, and only five opened it, your unique opens would be five. Unique Clicks: The total number of subscribers that have clicked on any link in your newsletter. It does not count how often each subscriber has clicked on a link. Even if a subscriber clicks on the link twice, it will be counted only once. Number of Links: The number of links you have in your newsletter. WEBSITE INDEX Pageviews: Pageviews is the total number of pages viewed. Repeated views of a single page are counted. Unique Pageviews: Unique Pageviews are the number of sessions during which the specified page was viewed at least once. A unique pageview is counted for each page URL + page title combination. Average Time: The average amount of time users spent viewing a specified page or screen, or set of pages or screens. Average Engagement Time: Average engagement time per active user for the time period selected. Average Engagement Time Per Session: The average time that your website was in focus in a user’s browser or an app was in the foreground of a user’s device. Users: Unique visitors to your site. New Users: The number of people who have never visited your site or app before. New User Channel Growth: The channel by which the user was first acquired. Traffic sources are categorized into channels based on the rule-based definitions in the default channel group. 465