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2024-0620 Roers Chanhassen Apartments - Updated TIA
TRAFFIC IMPACT ANALYSIS CHANHASSEN APARTMENTS CHANHASSEN, MINNESOTA Prepared for: Roers Companies Prepared By: Kimley-Horn and Associates, Inc. 767 N Eustis Street Suit 100 Saint Paul, Minnesota 55114 JUNE 2024 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 2 TRAFFIC IMPACT ANALYSIS CHANHASSEN APARTMENTS CHANHASSEN, MINNESOTA REPORT CERTIFICATION I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ________________________June 20, 2024 Tim Klockziem, P.E. Date License No. 58860 3 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 TABLE OF CONTENTS INTRODUCTION....................................................................................................................................... 4 EXISTING ROADWAY CONDITIONS ............................................................................................................ 4 Existing Roadways ........................................................................................................................... 4 Existing Traffic Volumes ................................................................................................................... 4 Background Growth .......................................................................................................................... 5 Planned Transportation Projects ....................................................................................................... 5 PROPOSED DEVELOPMENT...................................................................................................................... 6 Site Trip Generation.......................................................................................................................... 6 Site Trip Distribution ......................................................................................................................... 6 Site Accesses and Assignment ......................................................................................................... 7 CAPACITY ANALYSIS ............................................................................................................................... 7 Existing Year (2023) Conditions ........................................................................................................ 8 Future Year (2045) No-Build Conditions .......................................................................................... 10 Future Year (2045) Build Conditions ............................................................................................... 11 CONCLUSIONS AND RECOMMENDATIONS ................................................................................................ 12 APPENDIX............................................................................................................................................ 13 LIST OF APPENDICES A. Exhibits B. Turning Movement Counts C. Proposed Development Layout Exhibit D. Market Boulevard Corridor Future Layout Exhibit E. SimTraffic Analysis Results Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 4 INTRODUCTION Roers Companies is proposing a mid-rise multifamily housing development for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped into approximately 310 residential units and approximately 15,000 square feet of restaurant and retail space. The site is currently occupied by a hotel and unoccupied strip retail space.Exhibit 1 shows the proposed project location. All exhibits are included in Appendix A. EXISTING ROADWAY CONDITIONS The proposed development is located the southeast quadrant of the W 78th Street & Market Boulevard intersection. The following intersections were included in the traffic capacity analysis: · W 78th Street & Market Boulevard (Traffic Signal) · Market Boulevard & Market Square North Driveway (Side Street Stop) · Market Boulevard & Market Street (Side Street Stop) · W 78th Street & Laredo Drive (Traffic Signal) · Great Plains Blvd & Market Street (Side Street Stop) The study intersections listed above are shown in Exhibit 1. EXISTING ROADWAYS The proposed development will utilize the existing access points on W 78th Street, Market Boulevard and Market Street. The following are brief summaries of the existing study roadways. Market Boulevard is classified as an Urban Major Collector. Market Boulevard is generally a four-lane undivided roadway near the project site which runs north-south. According to data from the MnDOT Traffic Mapping Application, the Average Annual Daily Traffic (AADT) was 12,800 vehicles per day (vpd) between W 78th Street and TH 5 in 2021. The posted speed limit on Market Boulevard is 30 mph. Market Boulevard is programmed for reconstruction in 2025. W 78th Street is classified as an Urban Major Collector. W 78th Street is a four-lane, divided roadway with dedicated left turn lanes throughout the study area. According to the MnDOT Traffic Mapping Application, the AADT was 10,000 vehicles per day (vpd) between Great Plains Boulevard and Kerber Boulevard in 2021. The posted speed limit on W 78th Street is 30 mph. Market Street is a two-lane undivided roadway which runs east-west and provides access to businesses to the north. The roadway is classified as a local roadway; no AADT data is available. Exhibit 2 provides the existing intersection geometry and intersection control for the study intersections. EXISTING TRAFFIC VOLUMES Turning movement counts at all study intersections were recently collected by Kimley-Horn as part of the Traffic Study regarding the Market Boulevard Corridor. Existing turning movement counts were collected at the study intersections on Monday, May 22nd and Wednesday, May 24th, 2023. The count data included vehicles, as well as bicycles and pedestrians. 5 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 The AM peak hour for this study was determined to be 7:30 AM to 8:30 AM and the PM peak hour 4:30 PM to 5:30 PM.Exhibit 3 provides the AM and PM peak hour vehicle turning movement volumes for Existing (2023) Conditions. The existing traffic count data is attached in Appendix B. BACKGROUND GROWTH Future traffic was projected through the study area to estimate peak hour traffic at study intersections for the Design Year (2045) without the proposed development at the study site. Future traffic forecasts consist of two main components: background growth and traffic from other planned developments. Background growth associated with local and regional population and employment increases was determined using projections from the City of Chanhassen and Carver County 2040 Transportation Plans. The annual growth rates along Market Boulevard and W 78th Street are forecasted to vary between 0 and 0.6 percent. Based on these forecasted traffic volumes, a 0.5% growth rate is recommended for Market Boulevard and W 78th Street. Two other nearby developments are anticipated to have an effect on the future volumes within the study area: 1. Near the Great Plains Boulevard & Market Street intersection, there is an existing parking garage that was a park-and-ride lot for SouthWest Transit. This park-and-ride lot is no longer served by regular transit service. This site may be repurposed at some point in the future. For the purposes of this study, it was assumed that the lot would be redeveloped into a land use like other recent redevelopment sites in Downtown Chanhassen. The trip generation of a potential redevelopment of this site was estimated using the trip generation rates for 200 units of mid-rise multifamily housing and 6,000 square feet of retail/restaurant space. The site trip distribution for this development is shown in Exhibit 4 and Exhibit 5. 2. The City of Chanhassen has proposed a concept for a civic campus adjacent to City Hall. This plan includes the addition of a park, recreational areas, a performance space, and a new City Hall building which will include a senior center. The entering and exiting volumes on the north leg of the W 78th Street and Market Boulevard intersection have been increased by 10% in addition to the background growth to account for the increased volume due to redevelopment of this site. Additional traffic anticipated for this development is shown in Exhibit 6. These annual growth rates and the trips generated by other developments were applied to Existing (2023) traffic volumes to develop the Future Year (2045) traffic volumes.Exhibit 7 shows the Future Year No- Build (2045) turning movement volumes. PLANNED TRANSPORTATION PROJECTS The city has a programmed project to reconstruct Market Boulevard from TH 5 to Chan View. This reconstruction project is expected to change the intersection geometry at several study intersections. It is expected that the intersections of Market Boulevard & Market Square North Driveway and Market Boulevard & Market Street are reconstructed as mini-roundabouts The lane configuration of the W 78th Street & Market Boulevard intersection is also expected to be modified. It is also likely that Laredo Drive is extend to connect to Market Street. This project is still in the preliminary design phase and multiple design alternatives are still being evaluated. The most recent available layout of the most likely preferred alternative is included in Appendix D. The modifications associated with the Market Boulevard Improvement Project are included in the No Build and the Build Conditions operations analysis. The lane geometry for future scenarios is illustrated in Exhibit 8. Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 6 PROPOSED DEVELOPMENT SITE TRIP GENERATION The trip-generating potential of the proposed development was calculated using the Institute of Transportation Engineers (ITE)Trip Generation Manual, Eleventh Edition. Standard ITE trip rates were used to develop the anticipated total trips generated by the site. The site is proposed to be redeveloped into two residential buildings with ground floor retail space, totaling up to 310 residential units and up to 15,000 square feet of restaurant and retail space. The average rate for ITE Land Use Code (LUC) 221 (Multifamily Housing Mid-Rise) was used to estimate trips generation potential of the residential units. ITE LUC 932 (High Turnover Sit-Down Restaurant) was used to calculate the trip generation potential of the restaurant and retail space. Specific uses for the retail space are not yet known. The trip generation potential for High Turnover Sit-Down restaurant is higher than most typical retail uses and thus represents a conservative estimate of the trip generation for the restaurant/retail portion of the site.Table 1 provides a summary of the number of trips anticipated to be generated during the weekday AM and PM peak hours. As shown, the site is anticipated to generate 259 new trips during the AM peak hour (105 entering, 154 exiting) and 257 new trips during the PM peak hour (157 entering, 100 exiting). The trip generation estimate for the proposed development was not adjusted for pass-by trips, internal capture on the site, or offset by trips generated by the existing land uses. Table 1 – Site Trip Generation SITE TRIP DISTRIBUTION The site trips were distributed to the adjacent roadways based on the current traffic patterns in the area and a general assessment of the major regional roadways surrounding the study area. In general, the following global trip distribution was assumed for the development: ·25-30% to/from the east via TH 5 ·10-15% to/from the east via W 78th Street ·20-30% to/from the west via W 78th Street ·30-40% to/from the South via Market Boulevard Land Use Description Intensity Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Multifamily Housing Mid Rise (LUC 221)310 Units 1,407 26 89 115 74 47 121 High Turnover Sit-Down Restaurant (LUC 932)15,000 SF 1,608 79 65 144 83 53 136 Total Site Generated Trips (Unadjusted)3,015 105 154 259 157 100 257 7 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 SITE ACCESSES AND ASSIGNMENT The proposed site will have two (2) accesses to the existing street network. The primary access to the site will be located at W 78th Street & Laredo Drive. Laredo Drive will also be extended through the site and connect to Market Street as part of a city project. It is assumed that this primary access will be primarily utilized by residents of the building on the west portion of the site and most restaurant/retail trips as it is closest to the access to parking for this building and all the retail portions to the site. A portion of these trips were also assumed to access Market Boulevard via the Laredo Drive extension. There will be secondary access to Market Street via connected parking lots south of the proposed development. It is assumed that residents of the building on the east portion of the site will utilize Market Street as it closest to the entrance to the resident parking for this building. The proposed site plan is included in Appendix C. The site trip distribution and assignment associated with the retail space and west building residential space are illustrated in Exhibit 9 and Exhibit 10. The site trip distribution and assignment associated with the east building residential space are illustrated in Exhibit 11 and Exhibit 12. CAPACITY ANALYSIS A capacity analysis was performed to quantify the delay and level of service at the study intersections during the weekday AM and PM peak hours. The capacity analysis was performed using Synchro/SimTraffic except for roundabouts, which were analyzed using the roundabout analysis software Rodel with an 85% confidence interval. Existing signal timings used in the analysis unless otherwise noted. The capacity of an intersection quantifies its ability to accommodate traffic volumes and is measured in average delay per vehicle. It is expressed in terms of level of service (LOS) which ranges from A to F, with LOS A as the highest (best traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F as the lowest (oversaturated conditions). The LOS grades shown below, which are provided in the Transportation Research Board’s Highway Capacity Manual (HCM), quantify and categorize the driver’s discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating can be found in Table 2. The range of control delay for each rating (as detailed in the HCM) is also shown in Table 2. Because signalized intersections are expected to carry a larger volume of vehicles and stopping is required during red time, higher delays are tolerated for the corresponding LOS ratings. Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 8 Table 2 – Level of Service Information Level ofService Average Control Delay(seconds/vehicle)Description A 0-10 (Unsignalized); 0-10 (Signalized) Minimal control delay; traffic operates at primarily free-flow conditions; unimpeded movement within traffic stream. B >10-15 (Unsignalized); >10-20 (Signalized) Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream. C >15-25 (Unsignalized); >20-35 (Signalized) Moderate control delay; movement within traffic stream more restricted than at LOS B; formation of queues contributes to lower average travel speeds. D >25-35 (Unsignalized); >35-55 (Signalized) Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. E >35-50 (Unsignalized);>55-80 (Signalized)High control delay; average travel speed no more than 33 percent of free flow speed. F >50 (Unsignalized); >80 (Signalized) Extremely high control delay; extensive queuing and high volumes create exceedingly restricted traffic flow. Traffic models for each scenario were developed using Synchro/SimTraffic, and the delay and queueing were evaluated for each scenario. The scenarios that were analyzed are as follows: ·Existing Year (2023) ·Future Year (2045) No-Build ·Future Year (2045) Build EXISTING YEAR (2023) CONDITIONS A capacity analysis was performed for Existing Year (2023) conditions in order to develop baseline operating conditions for the current year. The analysis was performed using Synchro/SimTraffic. The five study intersections were modeled with the existing geometry and intersection control as summarized in Exhibit 2. The traffic volumes are provided in Exhibit 3. The results of the analysis are provided in Table 3. 9 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 Table 3 – Existing Year (2023) Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall W 78th Street & Market Boulevard Signal EB A (9.2)A (9.8)A (3.7) A (8.2) B (11.7) B (15.1) A (4.7) B (14.0)WB A (8.9)A (5.0)A (2.6)B (14.6) A (9.7)A (6.7) NB B (18.1) B (13.6) A (5.9)C (28.8) B (17.3) A (8.5) SB B (13.8) B (14.7) A (3.6)B (14.7) B (19.5) A (7.0) Market Boulevard & Market Sq. North Driveway Side Street Stop EB A (8.7)A (3.4) - (-) C (18.3) C (24.8) A (6.1) - (-)WB A (8.6)A (8.1)C (19.4) C (24.1) A (7.7) NB A (2.9)A (0.6)A (0.2)A (4.9)A (1.9)A (0.3) SB A (3.3)A (0.8)A (0.5)A (4.7)A (1.4)A (0.8) Market Boulevard & Market Street Side Street Stop EB B (10.2)A (3.6) - (-) B (14.4) C (22.5) A (4.7) - (-)WB A (6.8)A (2.9)C (18.3)A (8.1) NB A (3.4)A (1.4)A (1.1)A (6.2)A (2.7)A (1.2) SB A (4.1)A (0.4)A (0.2)A (5.2)A (0.7)A (0.7) W 78th Street & Laredo Boulevard Signal EB A (7.7)A (4.8)A (3.1) A (7.2) A (9.2)A (5.7)A (4.1) A (8.2)WB A (5.2)A (5.0)A (2.0)A (8.2)A (5.8)A (3.5) NB C (24.9) B (15.7) A (6.3)C (25.6) C (34.4) B (13.0) SB C (25.1) B (18.4) A (5.3)C (28.1) C (25.6) A (7.2) Great Plains Boulevard & Market Street Side Street Stop EB A (5.8)A (2.7) - (-) A (8.4)A (3.2) - (-)WB A (6.8)A (3.5)B (10.0) B (12.5) A (4.8) NB A (2.5)A (0.5)A (0.3)A (2.8)A (0.3)A (0.1) SB A (3.5)A (1.3)A (1.1)A (4.2)A (1.1)A (1.1) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. Based on the Existing Year (2023) capacity analysis, both signalized intersections operate at LOS B or better in the AM and PM peak hour. All movements at unsignalized intersections operate at LOS C or better during the AM and PM peak hours. The queueing results were reviewed, and the following movements were determined to have an Existing (2023) queues approaching capacity, based on the 95th percentile queueing results: ·Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) ·Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) All other 95th percentile queue lengths are anticipated to be maintained within their respective storage bays. The Existing (2023) SimTraffic reports are included in Appendix E. Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 10 FUTURE YEAR (2045) NO-BUILD CONDITIONS A capacity analysis was performed for Future Year (2045) No-Build conditions in order to develop baseline operating conditions for the opening year. The analysis was performed using Synchro/SimTraffic. The study intersections were modeled with geometric changes proposed as part of the Market Boulevard corridor study, as shown in Appendix D. The Future Year (2045) No-Build traffic volumes were determined by growing the Existing (2023) traffic volumes by 22 years and adding the site trips from background developments (Exhibits 5 and 6). The traffic volumes are provided in Exhibit 7. Analysis of the Market Boulevard & Market Square North Driveway roundabout was conducted using the roundabout analysis software Rodel rather than SimTraffic, with a confidence interval of 85% applied to be conservative. The results of the analysis are provided in Table 4. Table 4 – Future Year (2045) No-Build Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall W 78th Street & Market Boulevard Signal EB A (8.5) B (10.6) A (4.2) A (9.1) B (18.7) C (22.0) A (6.4) B (19.5)WB B (11.7) A (5.9)A (1.8)C (23.2) B (16.4) A (2.5) NB C (20.1) B (12.8) A (5.2)D (36.6) C (20.3) A (8.7) SB C (23.0) B (17.9) A (4.5)C (20.3) B (17.2) A (8.6) Market Boulevard & Market Square North Driveway Rounda- bout EB A (5.0) A (6.0) A (7.6) B (10.5)WB A (4.8)A (6.7) NB A (5.8)B (12.7) SB A (6.3)A (9.7) Market Boulevard & Market Street Rounda- bout EB A (4.9) A (6.2) A (6.9) B (14.5)WB A (5.1)A (7.3) NB A (6.3)C (18.2) SB A (6.2)B (12.1) W 78th Street & Laredo Boulevard Signal EB A (9.1)A (6.1)A (3.8) A (8.7) B (10.6) A (6.5)A (4.6) A (9.2)WB A (6.1)A (7.7)A (2.5)B (10.6) A (8.1)A (2.2) NB C (24.3) C (22.6) A (5.6)C (28.0) C (24.5) A (4.8) SB C (24.0) C (23.0) A (6.5)C (28.1) C (26.7) A (8.4) Great Plains Boulevard & Market Street Side Street Stop EB A (9.1)A (3.5) - (-) B (12.7)A (3.7) - (-)WB A (9.4)A (4.4)B (11.3) B (11.6) A (4.9) NB A (2.9)A (0.2)A (0.2)A (2.8)A (0.3)A (0.1) SB A (3.7)A (1.2)A (1.2)A (4.1)A (1.3)A (1.2) Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. With the addition of background traffic growth, the study area intersections are projected to experience small changes in delay with the majority of movements and approaches projected to operate with similar LOS as compared to existing conditions. All intersections are anticipated to operate at LOS B or better and all individual movements operate at LOS D or better. 11 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 The queueing results were reviewed, and the following movements were determined to have Future Year (2045) No Build queues approaching capacity, based on the 95th percentile queueing results: ·Eastbound left turn at W 78th Street & Market Boulevard (PM Peak Hours) ·Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) ·Northbound left turn at W 78th Street & Market Boulevard (PM Peak Hour) · Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) ·Eastbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) The SimTraffic reports are provided in Appendix E. FUTURE YEAR (2045) BUILD CONDITIONS Future Year (2045) Build conditions were analyzed to determine any traffic impacts from the addition of the site traffic to the study intersections. Future Year (2045) Build turning movement volumes were developed by adding the site trips in Exhibits 10 and 12 to the Future Year (2045) No-Build turning movement volumes in Exhibit 7. The Future Year (2045) Build turning movement volumes are shown in Exhibit 13. Signal timings were optimized at key study area intersections. Analysis was conducted using the same geometry as the Future Year (2045) No Build scenario. The results of the analysis are provided in Table 5. Table 5 – Future Year (2045) Build Intersection Analysis Intersection Vehicle Delay (LOS) AM Peak Hour PM Peak Hour Left Through Right Overall Left Through Right Overall W 78th Street & Market Boulevard Signal EB B (10.9) B (13.2) A (4.7) B (10.5) B (19.9) C (25.2) A (6.7) C (22.0)WB B (13.4) A (7.2)A (2.2)C (26.5) B (18.1) A (3.6) NB C (21.7) B (14.2) A (5.6)D (41.6) C (21.7) B (11.5) SB C (20.5) B (18.0) A (5.5)C (22.9) B (19.9) B (10.5) Market Boulevard & Market Square North Driveway Rounda- bout EB A (5.1) A (6.2) A (7.8) B (11.2)WB A (4.9)A (7.0) NB A (5.9)B (13.7) SB A (6.6)B (10.2) Market Boulevard & Market Street Rounda- bout EB A (5.1) A (6.5) A (7.2) C (17.9)WB A (5.5)A (7.8) NB A (6.7)C (23.9) SB A (6.6)B (13.2) W 78th Street & Laredo Boulevard Signal EB A (9.4)A (9.6)A (6.3) B (10.0) B (12.2) B (10.3) A (8.0) B (11.2)WB B (10.9) A (7.9)A (3.1)B (12.9) A (9.4)A (2.4) NB C (23.1) B (19.8) A (4.5)C (29.1) B (16.6) A (4.7) SB C (22.5) C (22.9) A (6.6)C (26.8) C (22.8) A (8.7) Great Plains Boulevard & Market Street Side Street Stop EB B (10.3)A (3.6) - (-) B (11.8)A (3.7) - (-)WB A (8.9)A (3.6)B (14.5) B (12.6) A (5.6) NB A (3.1)A (0.3)A (0.1)A (3.0)A (0.3)A (0.2) SB A (4.4)A (1.4)A (1.4)A (5.6)A (1.6)A (1.6) Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 12 Note: Overall intersection delay not shown for side street stop controlled intersection as doing so can mask poor side street operations. With the addition of site-generated traffic, the study area intersections are projected to experience very little change in delay with the majority of movements and approaches projected to operate with a similar LOS as compared to Future Year (2045) No-Build Conditions. All intersections are anticipated to operate at LOS C or better and all individual movements are anticipated to operate at LOS D or better during the AM and PM peak hours. The queueing results were reviewed, and the following movements were determined to have Future Year (2045) Build scenario queues approaching capacity, based on the 95th percentile queueing results: ·Eastbound left turn at W 78th Street & Market Boulevard (PM Peak Hours) ·Westbound left turn at W 78th Street & Market Boulevard (AM and PM Peak Hours) ·Northbound left turn at W 78th Street & Market Boulevard (PM Peak Hour) · Southbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) ·Eastbound left turn at W 78th Street & Laredo Drive (AM and PM Peak Hours) No mitigations are needed to the roadway network in order to accommodate the site generated traffic. Results of the analysis are included in Appendix E. CONCLUSIONS AND RECOMMENDATIONS Roers Companies is proposing a mid-rise multifamily housing development for the southeast quadrant of the W 78th Street & Market Boulevard intersection. The site would be redeveloped from a hotel into 310 residential units and 15,000 square feet of restaurant and retail space. The site is currently occupied by a hotel and strip retail space. The site is anticipated to generate 3,015 daily trips including 259 AM peak hour trips (105 entering and 154 exiting) and 257 PM peak hour trips (157 entering and 100 exiting). This trip generation estimate should be considered extremely conservative because it was assumed all retail/restaurant space was occupied by a highly trip intensive land use (high turnover sit-down restaurant). It is likely that some portion of this retail restaurant space will be occupied by less trip intensive uses. The trip generation estimate was also not offset by trips from existing site uses. The site will utilize two access points to access the existing road network (both existing), a primary access at 78th Street &Laredo Drive, and a secondary access to Market Street through connected parking lots. Laredo Drive will also be extended through the site and connect to Market Street as part of a city project A capacity analysis was performed for Existing Year (2023), Future Year (2045) No-Build, and Future Year (2045) Build conditions. In all scenarios, the determined that study intersections and movements adjacent to the proposed project are anticipated to operate at acceptable levels of service in the AM and PM peak hours. The proposed development is anticipated to have a minimal impact on the operations of the roadway network. The proposed development is not anticipated to cause queueing issues in the Future Year (2045) Build scenario. 13 Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 APPENDIX A. Exhibits B. Turning Movement Counts C. Proposed Development Site Plans D. Market Boulevard Corridor Plans E. SimTraffic and Rodel Analysis Results Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 14 A. Exhibits NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy EXHIBIT 1PROJECT SITE LOCATION AND STUDY AREA LEGEND Study Intersection Proposed Development Location West Residential Building East Residential Building NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy EXHIBIT 2EXISTING GEOMETRY ANDINTERSECTION CONTROL LEGEND Existing Study Intersection Existing Signal Control Existing Stop Control NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 50 (80)260 (340) 10 (20) 5 (5)10 (25) 0 (25)10 (30)20 (95)225 (415) 30 (75)0 (5)15 (130)125 (130)5 (10) 60 (60) 170 (395)5 (10) 40 (85)5 (10)20 (50)5 (5) 80 (85) 250 (355)5 (45) 5 ( 5 ) 14 5 ( 2 1 5 ) 2 0 ( 2 0 ) 0 (5)25 (30)20 (25) 3 5 ( 2 5 ) 1 5 ( 3 5 ) 1 6 0 ( 3 7 5 ) 20 (10)0 (0)20 (35)10 (5)265 (480) 10 (10) 0 (0)10 (25) 10 (25)35 (25)35 (110)240 (510) 5 (5)0 (5) 5 (80)15 (35)10 (30) 5 (10) 205 (405)105 (160) 5 (10)110 (150)120 (325)25 (40) 15 (30) 220 (325) 205 (250) LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (XX) EXHIBIT 3EXISTING (2023) TRAFFIC VOLUMES NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 20%[20%][20%]20%20%[20%]30%20% 30% 40% 10% 1 0% 4 0% [10%][40%] EXHIBIT 4TRIP DISTRIBUTION - BACKGROUND TRIPS LEGEND Study Intersection IN% [OUT%] Trip DistributionXX [XX] [30%] NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy LEGEND Study Intersection AM (PM) Peak Hour TripsXX (XX)10 (16)17 (10)17 (10)10 (16)10 (16)17 (10)15 (24)5 ( 8 ) 2 0 ( 3 2 ) 8 (5)34 (21)EXHIBIT 5MARKET STREET BACKGROUNDDEVELOPMENT TRIPS 26 (15) NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 1 (3)3 (4)1 (1) 1 (1)1 (3)3 (4)2 (4)1 (3)1 (1)1 (1)3 (4) 2 (3) LEGEND Study Intersection AM (PM) Peak Hour TripsXX (XX) EXHIBIT 6CITY HALL BACKGROUNDTRIPS ADDED NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 56 (89)301 (398)11 (22)6 (6)11 (28) 0 (28)11 (33)22 (106)271 (477) 33 (84)0 (6)17 (145)139 (145)6 (11)67 (67)191 (442)6 (11) 45 (95)6 (11)22 (56)6 (6) 89 (95) 280 (397)6 (50) 11 ( 1 4 ) 16 2 ( 2 4 0 ) 2 2 ( 2 2 )0 (6)28 (33)22 (28) 3 9 ( 2 8 ) 3 7 ( 7 1 ) 1 7 9 ( 4 1 8 ) 30 (16)0 (0)56 (60)11 (6)297 (539)21 (27)28 (38)54 (52)39 (123)271 (573)6 (89)19 (43)12 (36)7 (12)229 (452)117 (179) 7 (12)123 (167)151 (374)31 (49)19 (36) 246 (363) 239 (295) LEGEND Study Intersection AM (PM) Peak Hour VolumesXX (XX) EXHIBIT 7FUTURE YEAR (2045) NO-BUILDTRAFFIC VOLUMES 6 (6)0 (6) 0 (0)37 (43) NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy EXHIBIT 8FUTURE YEAR (2045) GEOMETRYAND INTERSECTION CONTROL LEGEND Study Intersection Future Signal Control Future Stop Control Future Roundabout NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 40%[40%][45%]45%[15%]15%[30%][15%]15%30%[15%]15%LEGEND Study Intersection IN% [OUT%] Site Traffic Distribution West Residential Building XX [XX] 30% 30% 25% 15% [2 5 % ] 2 5% EXHIBIT 9PROPOSED DEVELOPMENT TRIP DISTRIBUTION - WEST BUILDING [15%]15% NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 38 (51)47 (32)53 (36)42 (57)18 (12)14 (19)35 (24)14 (19)18 (12) 28 (38)18 (12)14 (19)30 ( 2 0 ) 2 4 ( 3 2 ) LEGEND Study Intersection AM (PM) Peak Hour Site Traffic West Residential Building XX (XX) EXHIBIT 10PROPOSED DEVELOPMENT SITE TRIPS - WEST BUILDING14 (19)18 (12) NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 20%[20%][20%]20%20%[20%]40%20% 40% 30% 10% 1 0% 3 0% [10%][30%] EXHIBIT 11PROPOSED DEVELOPMENT TRIP DISTRIBUTION - EAST BUILDING LEGEND Study Intersection IN% [OUT%] Site Traffic Distribution East Residential Building XX [XX] [40%] NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 2 (6)7 (4)7 (4)2 (6)2 (6)7 (4)4 (12)1 ( 3 ) 3 ( 9 ) 4 (2)11 (6)LEGEND Study Intersection AM (PM) Peak Hour Site Traffic East Residential Building XX (XX) EXHIBIT 12PROPOSED DEVELOPMENT SITE TRIPS - EAST BUILDING 14 (8) NOT TO SCALE Laredo DrW 78th St Market St W 78th St Ma r k et BlvdMarket BlvdGreat Plains BlvdW 79th S t Chan View 5 Market Sq.North Drwy 56 (89)321 (416)11 (22)6 (6)11 (28) 0 (28)11 (33)22 (106)292 (500) 33 (84)0 (6)17 (145)139 (145)6 (11)67 (67)191 (442)44 (62) 45 (95)53 (43)75 (92)6 (6) 89 (95) 280 (397)48 (107) 1 2 ( 1 7 ) 19 2 ( 2 6 0 ) 2 2 ( 2 2 )0 (6)28 (33)22 (28) 3 9 ( 2 8 ) 4 0 ( 8 0 ) 2 0 3 ( 4 5 0 ) 34 (18)0 (0)67 (66)11 (6)315 (551)23 (33)35 (42)72 (83)39 (123)285 (592)6 (89)19 (43)12 (36)7 (12)264 (476)135 (191) 7 (12)137 (186)158 (378)31 (49)19 (36) 274 (401) 241 (301) LEGEND Study Intersection AM (PM) Peak Hour Volumes Development Location XX (XX) EXHIBIT 13FUTURE YEAR (2045) BUILDTRAFFIC VOLUMES 6 (6) 0 (6) 0 (0)69 (63) Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 B. Turning Movement Counts 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 Total804021221000312572007109260098184 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 PM122460060816001529121500155384120099329 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-- 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 Plot 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-------------- 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) 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-------- 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) 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- 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-------------- 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 Plot 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-------------------- 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) 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------------------------- 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) 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- 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-------- 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 Plot 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-------- 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) 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------------------------- 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) 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 Total16660028203760043503018150180333166 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 PM2184110011621042200128702019194270050303 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-- 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 Plot 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-- 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) 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-- 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) 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 Total16671021381743000604062001661940414278 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 PM8776090154311043001388816400014447100221457 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-- 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 Plot 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-- 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) 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-- 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) Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 16 C. Proposed Development Site Plan NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGPROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT PROPOSED 6' D&U EASEMENT TIE INTO EXISTING CURB AND GUTTER H O O FUTURE CURB - BY OTHERS PROPOSED D&U EASEMENT PROPOSED D&U EASEMENT EXISTING CURB 10.8'8.9' 60.0' FUTURE ROW LOT 1, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A DO NOT DISTURB EXISTING TRAFFIC SIGNAL COORDINATE TRAFFIC SIGNAL LOCATION WITH CITY - BY OTHERS EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS) WEST BUILDING - SEE ARCH PLANS (184 HOUSING UNITS) 111.8' 1.9' J J OUTLOT B DOG RUN DO NOT DISTURB EXISTING TRAFFIC SIGNAL SEE ENLARGEMENT ON SHEET C401 SEE ENLARGEMENT ON SHEET C402 SEE ENLARGEMENT ON SHEET C403 SEE ENLARGEMENT ON SHEET C401 SEE ENLARGEMENT ON SHEET C402 SEE ENLARGEMENT ON SHEET C403 EXISTING ACCESS EASEMENT PERMIT SET- NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 1 RPBCWD SUBMITTAL 03/20/2024 2 RPBCWD RESUBMITTAL 04/18/2024 3 PERMIT SET 06/05/2024 NORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 4.82 AC EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SITE DATA EXISTING ZONING CENTRAL BUSINESS DISTRICT PROPOSED ZONING CENTRAL BUSINESS DISTRICT PROPOSED LAND USE MULTI-FAMILY HOUSING AND RETAIL REQUIRED PARKING SETBACKS SIDE/REAR = 0' RIGHT OF WAY = 0' REQUIRED/PROVIDE BUILDING SETBACKS FRONT (WEST BLDG) = 0' / 10.4' SIDE (EAST BLDG) = 0' / 7.5' REAR (WEST BLDG) = 0' / 10.8 RIGHT OF WAY (WEST BLDG) = 0' /10.5' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. BUILDING DATA WEST BUILDING AREA (FOOTPRINT)66,721 SF EAST BUILDING AREA (FOOTPRINT)39,221 SF TOTAL BUILDING AREA (FOOTPRINT)105,943 SF PERCENT OF TOTAL PROPERTY AREA 59.44% MAXIMUM BUILDING HEIGHT ALLOWED 78' WEST BUILDING PROPOSED HEIGHT 76'-8" WEST BUILDING FIRST FLOOR HEIGHT VARIES 15' TO 16' WEST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" EAST BUILDING PROPOSED HEIGHT 69'-2" EAST BUILDING FIRST FLOOR HEIGHT 14'-0" EAST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" PARKING SUMMARY REQUIRED TOTAL PARKING TO BE DETERMINED BY CITY PARKING ANALYSIS PROPOSED INTERNAL PARKING - WEST BUILDING 338 SPACES (64 OPEN TO PUBLIC) PROPOSED INTERNAL PARKING - EAST BUILDING 68 SPACES PROPOSED EXTERNAL PARKING - NORTH AREA 54 SPACES PROPOSED EXTERNAL PARKING - EAST AREA & SOUTH OFFSITE AREA 15 SPACES SOUTHERN OFF-SITE PARKING (RIGHTS VIA EASEMENT NO.A387167)25 SPACES SOUTHEAST OFF-SITE VENUE APARTMENT EXCESS PARKING 75 SPACES TOTAL PROVIDED PARKING 575 SPACES REQUIRED ACCESSIBLE PARKING 15 SPACES PROPOSED ACCESSIBLE PARKING 15 SPACES PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C400 SITE PLAN KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB BIKE RACK ATTACHED TO PAVEMENT - PRODUCT TBD A B C D E F G H I J K L M N O P Q R S T U V FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE MARKET BOULEVARD10.5'10.4'PROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT A A A A A 7.8'5.0'N N N E TRANSFORMER PAD, SEE GRADING MEP PLANS 9.8' 10.4' 116.7'35.1'O O O O O FUTURE CURB - BY OTHERS FUTURE CURB ENDS HERE - BY OTHERS 19.8'9.8' EXISTING CURB 7.0'25.7'18.1'LOT 1, BLOCK 1 RETAINING WALL BY OTHERS STAIRS - SEE ARCH PLANS H GENERATOR PAD - SEE GRADING AND MEP PLANS5.0'N5.0'S T5.0'COORDINATE TRAFFIC SIGNAL LOCATION WITH CITY WEST BUILDING - SEE ARCH PLANS (184 HOUSING UNITS) 10.0' 14.5' 17.1' 27.2'18.6'5.7'16.9'J 1.7' 3.5' 11.9' 16.0' F 6.2'13.9'BUILDING OVERHEAD - SEE ARCH PLANS 5.0'7.7'13.1'12.6'V J P 42.7' 5.0' 22.0'9.0'8.0'5.0'5.0' 20.7'5.9'5.9'COORDINATE TRAIL LOCATION AND DESIGN WITH CITY 10.0' 11.2'18.0'81.0' 6.0'3.3'19.1'19.7' 16.9'12.7'14.5' W W 3.3'5.7'18.9'P P 16.2'RETAINING WALL BY OTHERS RETAINING WALL BY OTHERS SEE SHEET C402 SEE SHEET C402 PERMIT SET- NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 1 RPBCWD SUBMITTAL 03/20/2024 2 RPBCWD RESUBMITTAL 04/18/2024 3 PERMIT SET 06/05/2024 NORTH LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C401 SITE PLAN ENLARGEMENTS KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB BIKE RACK ATTACHED TO PAVEMENT - PRODUCT TBD DETECTABLE WARNING 4" SOLID STRIPING A B C D E F G H I J K L M N O P Q R S T U V W X FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE NO PARKINGPROPOSED 6' D&U EASEMENT16.0'A AA AB B C D D D D D E C 18.0'26.0'20.0'7.0'18.0'P F P P 9.0' M M E E G G G G H H H H TRANSFORMER PAD, SEE GRADING AND MEP PLANS15.9'7.3'I I K A L O O O O O O O OO PROPOSED D&U EASEMENT PROPOSED D&U EASEMENT 26.0'18.0' TYP 7.9' 36.0'12.1'5.3'18.7'36.0' 4.7' 9.0' 6.0'26.0'8.3' 17.1'1.9'24.0'1.3'0.3'11.4'6.0' 8.6' 60.0' ROW R30.0' R10.0' R10.0' R10.0' 2.9'1.1'0.6'J J J J J J 7.1' LOT 1, BLOCK 2 OUTLOT A P Q Q 7.4' 4.7' R R R STAIRS - SEE ARCH PLAN BARRICADES PER CITY DETAIL 11.8' 11.3' GENERATOR, SEE GRADING AND MEP PLANS DO NOT DISTURB EXISTING TRAFFIC SIGNAL UNDERGROUND STORMWATER SYSTEM EXTENTS EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS) 9.0' 11.6'13.8'3.7'9.0' 7.9' R10.0' R3.0'R10.0' R5.0' R3.0' F F F F U OUTLOT B BUILDING OVERHEAD - SEE ARCH PLANS 8.0'7.5'V DO NOT DISTURB EXISTING TRAFFIC SIGNAL O O 20.0'20.0'PROPOSED TERRACE - SEE ARCH PLANS PROPOSED TERRACE ABOVE STRUCTURAL WALL - SEE ARCH PLANS STAIRS - SEE ARCH PLAN 13.7'10.5' W W 12.0'12.0'12.0'26.0'23.7'18.5'R10.0' R10.0'24.0'6.0'J W W 8.5' 24.0'23.2'U 12.0' R20.0' U 18.7'W 5.0'4.0'7.9' R4.0' R6.0'R4.0' R6.0'R4.0'7.0'R4.0' R5.6' R4.0' R4.0' 20.1' 18.1' F SEE SHEET C501 SEE SHEET C403 SEE SHEET C401 P X X PERMIT SET- NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 1 RPBCWD SUBMITTAL 03/20/2024 2 RPBCWD RESUBMITTAL 04/18/2024 3 PERMIT SET 06/05/2024 NORTH LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C402 SITE PLAN ENLARGEMENTS FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB BIKE RACK ATTACHED TO PAVEMENT - PRODUCT TBD DETECTABLE WARNING 4" SOLID STRIPING A B C D E F G H I J K L M N O P Q R S T U V W X NO PARKINGPROPOSED 10' D&U EASEMENT A E N N N H H5.0'5.0'10.4'O O O OO O 3.1' 11.0' 0.6'13.0'6.0'STAIRS - SEE ARCH PLANS H H 5.3'18.0'9.0'13.0'37.3'T I L K BUILDING OVERHEAD - SEE ARCH PLANS 1.9' 5.0' 40.6' N 21.7' R5.0' R10.0' R3.0'8.3'G G U F F F G G U DOG RUN WITH CHAIN LINK FENCE H O O10.0'61.3'15.0'11.4'4.0'6.8'R3.0' R6.0' R6.0' R11.0' R4.0'8.1'8.1'8.1'4.1'5.4'8.6'5.9'3.1'23.0'G G 18.0'4.0'27.5' 53.1'68.0'12.6'F EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS)4.1'13.0'27.9'56.7'93.5'17.4'32.7'11.0' 14.0' PROPOSED D&U EASEMENT EXISTING UTILITY EASEMENT PERMANENT ACCESS DRIVE EXISTING PARKING AND ACCESS EASEMENT PERMIT SET- NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST 1 RPBCWD SUBMITTAL 03/20/2024 2 RPBCWD RESUBMITTAL 04/18/2024 3 PERMIT SET 06/05/2024 NORTH LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C403 SITE PLAN ENLARGEMENTS FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB BIKE RACK ATTACHED TO PAVEMENT - PRODUCT TBD DETECTABLE WARNING 4" SOLID STRIPING A B C D E F G H I J K L M N O P Q R S T U V W X Chanhassen Apartments –Chanhassen, MN Traffic Impact Analysis │ June 2024 D. Market Boulevard Corridor Plans SSSSSSSSSSSSSSNO PARKINGNO PAR K I N G TRAFFIC SIGNAL IMPROVEMENTSPROPOSED TREE EXISTING RIGHT-OF-WAY ROADWAY PAVEMENT GRASS BOULEVARD CONCRETE MEDIAN BITUMINOUS BIKE TRAIL CONCRETE SIDEWALK CURB & GUTTER LEGEND STORM WATER MANAGEMENT FEASIBILITY OVERALL LAYOUT - LAREDO EXTENSION June 2024 MARKET BOULEVARD IMPROVEMENTS Chanhassen Apartments –Chanhassen,MN Traffic Impact Analysis │ June 2024 18 E. SimTraffic and Rodel Analysis SimTraffic Performance Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.3 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1 Total Del/Veh (s)9.2 9.8 3.7 8.9 5.0 2.6 18.1 13.6 5.9 13.8 14.7 3.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)8.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)8.7 3.4 8.6 8.1 2.9 0.6 0.2 3.3 0.8 0.5 1.3 8: Market Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)10.2 3.6 6.8 2.9 3.4 1.4 1.1 4.1 0.4 0.2 1.2 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.2 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.1 3.8 0.2 0.4 Total Del/Veh (s)7.7 4.8 3.1 5.2 5.0 2.0 24.9 15.7 6.3 25.1 18.4 5.3 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.2 Total Del/Veh (s)5.8 2.7 6.8 3.5 2.5 0.5 0.3 3.5 1.3 1.1 1.7 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)7.2 Queuing and Blocking Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft) 41 145 104 105 99 86 160 112 31 52 Average Queue (ft)7 64 43 42 25 29 64 43 3 17 95th Queue (ft)28 118 78 84 66 67 127 87 17 44 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 7 1 0 0 Queuing Penalty (veh) 0 1 1 0 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB SB SB Directions Served LT R LTR LT LT R Maximum Queue (ft) 44 27 39 34 45 8 Average Queue (ft)17 9 12 3 3 0 95th Queue (ft)40 28 37 19 23 4 Link Distance (ft)288 148 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft) 33 45 62 4 80 Average Queue (ft)8 16 10 0 5 95th Queue (ft)30 43 44 3 34 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Existing (2023) AM Peak Hour 10/27/2023 Downtown Chanhassen Existing AM SimTraffic Report Page 3 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 98 135 24 93 70 61 105 132 Average Queue (ft)25 39 2 26 27 21 38 48 95th Queue (ft)68 101 13 70 64 52 76 91 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 2 0 2 1 Queuing Penalty (veh) 0 2 0 2 1 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB Directions Served LT R LTR L TR L Maximum Queue (ft) 38 35 69 27 6 26 Average Queue (ft)13 11 23 2 0 3 95th Queue (ft)36 31 52 13 4 15 Link Distance (ft)308 164 215 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 0.1 0.2 Total Del/Veh (s)11.8 15.3 4.7 14.2 9.9 6.3 29.0 16.9 8.2 18.7 19.6 7.2 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.0 Total Del/Veh (s)14.2 7: Market Blvd & Market Square North Driveway Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.5 0.4 3.8 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.5 16.1 6.4 18.5 25.4 8.2 5.3 2.0 0.3 4.7 1.4 0.7 7: Market Blvd & Market Square North Driveway Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)4.1 8: Market Blvd & Market St Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s)19.8 23.0 4.9 17.8 8.2 6.4 2.8 1.3 5.6 0.8 0.5 3.0 SimTraffic Performance Report Existing (2023) PM Peak Hour 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.8 0.4 0.3 Total Del/Veh (s)9.4 6.0 3.8 7.6 6.0 3.5 25.4 32.6 14.7 28.0 22.2 6.4 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)8.1 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)4.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s)7.8 3.3 10.0 12.6 4.7 2.7 0.3 0.2 4.1 1.1 0.9 1.5 Queuing and Blocking Report Existing (2023) PM Peak Hour 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T R L T TR L TR L TR Maximum Queue (ft) 121 222 96 130 117 165 293 144 31 94 Average Queue (ft)21 108 48 61 55 66 151 60 5 33 95th Queue (ft)69 184 82 101 105 123 255 113 23 73 Link Distance (ft)508 508 343 343 296 296 330 Upstream Blk Time (%)0 Queuing Penalty (veh)1 Storage Bay Dist (ft)65 75 65 Storage Blk Time (%)0 19 5 4 1 Queuing Penalty (veh) 1 6 10 6 0 Intersection: 7: Market Blvd & Market Square North Driveway Movement EB EB WB NB NB SB SB Directions Served LT R LTR LT TR LT R Maximum Queue (ft) 95 91 74 132 31 66 18 Average Queue (ft)39 39 30 36 1 10 1 95th Queue (ft)73 72 60 99 23 41 10 Link Distance (ft)288 148 219 219 296 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)100 Storage Blk Time (%)0 0 Queuing Penalty (veh) 0 0 Intersection: 8: Market Blvd & Market St Movement EB WB NB NB SB Directions Served LTR LTR LT TR LTR Maximum Queue (ft) 86 67 189 118 64 Average Queue (ft)39 30 52 7 7 95th Queue (ft)71 56 125 61 35 Link Distance (ft)86 695 512 512 219 Upstream Blk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Existing (2023) PM Peak Hour 10/27/2023 Downtown Chanhassen Existing PM SimTraffic Report Page 3 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB SB SB Directions Served L TR L T TR LTR L TR Maximum Queue (ft) 94 168 30 135 125 99 89 122 Average Queue (ft)29 57 5 56 56 42 39 49 95th Queue (ft)69 138 23 113 108 79 72 87 Link Distance (ft)343 428 428 102 310 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 3 2 2 2 Queuing Penalty (veh) 1 3 0 3 1 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB Directions Served LT R LTR L L Maximum Queue (ft) 27 37 79 32 30 Average Queue (ft)7 16 28 4 6 95th Queue (ft)25 37 53 21 24 Link Distance (ft)308 164 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 85 95 Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Performance Report 2045 No-Build -AM Peak Hour 06/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.2 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.2 0.2 Total Del/Veh (s)8.5 10.6 4.2 11.7 5.9 1.8 20.1 12.8 5.2 23.0 17.9 4.5 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)9.1 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)0.6 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 3.7 0.7 0.5 Total Del/Veh (s)9.1 6.1 3.8 6.1 7.7 2.5 24.3 22.6 5.6 24.0 23.0 6.5 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.5 Total Del/Veh (s)8.7 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)3.9 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)9.1 3.5 9.4 4.4 2.9 0.2 0.2 3.7 1.2 1.2 1.9 Total Zone Performance Denied Del/Veh (s)0.7 Total Del/Veh (s)88.8 Queuing and Blocking Report 2045 No-Build -AM Peak Hour 06/19/2024 2045 No-Build - AM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)34 190 102 102 140 20 162 51 81 34 45 Average Queue (ft)12 80 50 46 50 2 71 15 30 5 12 95th Queue (ft)36 146 86 85 104 12 126 42 62 23 34 Link Distance (ft)541 541 326 326 288 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 75 200 200 65 Storage Blk Time (%)0 10 2 2 0 0 0 Queuing Penalty (veh)0 2 4 2 0 0 0 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB NB SB SB Directions Served L TR L T TR L TR L TR Maximum Queue (ft)115 211 24 132 63 64 64 115 142 Average Queue (ft)41 58 2 57 21 13 12 50 61 95th Queue (ft)83 142 14 115 52 39 40 95 114 Link Distance (ft)326 1312 1312 82 82 310 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)1 3 3 4 4 Queuing Penalty (veh)4 4 0 8 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB SB SB SB Directions Served LT R LTR L L T TR Maximum Queue (ft)57 57 78 47 35 3 2 Average Queue (ft)23 30 35 8 6 0 0 95th Queue (ft)52 52 62 32 25 2 2 Link Distance (ft)315 168 517 1312 1312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 27 SimTraffic Performance Report 2045 No-Build -PM Peak Hour 06/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.1 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 4.1 0.2 0.2 Total Del/Veh (s)18.7 22.0 6.4 23.2 16.4 2.5 36.6 20.3 8.7 20.3 17.2 8.6 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)19.5 11: Laredo Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)0.0 0.0 0.0 0.8 0.0 0.0 0.5 0.1 0.1 3.8 0.5 0.4 Total Del/Veh (s)10.6 6.5 4.6 10.6 8.1 2.2 28.0 24.5 4.8 28.1 26.7 8.4 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)9.2 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)4.1 0.2 0.1 0.1 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.2 Total Del/Veh (s)12.7 3.7 11.3 11.6 4.9 2.8 0.3 0.1 4.1 1.3 1.2 1.8 Total Zone Performance Denied Del/Veh (s)0.6 Total Del/Veh (s)227.5 Queuing and Blocking Report 2045 No-Build -PM Peak Hour 06/19/2024 2045 No-Build - PM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)164 298 135 174 332 25 225 329 126 34 85 Average Queue (ft)33 147 64 91 154 3 182 93 40 7 28 95th Queue (ft)96 249 109 171 269 16 250 297 89 25 61 Link Distance (ft)541 541 326 326 288 330 Upstream Blk Time (%)0 4 Queuing Penalty (veh)1 26 Storage Bay Dist (ft)65 75 200 200 65 Storage Blk Time (%)0 31 8 22 13 0 1 Queuing Penalty (veh)1 12 36 41 29 0 0 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB NB SB SB Directions Served L TR L T TR L TR L TR Maximum Queue (ft)136 296 35 201 138 97 56 118 118 Average Queue (ft)37 70 6 85 28 32 13 41 54 95th Queue (ft)94 189 27 160 83 74 39 87 95 Link Distance (ft)326 1312 1312 82 82 310 Upstream Blk Time (%)0 1 0 Queuing Penalty (veh)0 0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 4 7 4 3 Queuing Penalty (veh)2 4 1 6 2 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)39 59 69 40 25 7 Average Queue (ft)15 29 35 11 6 0 95th Queue (ft)41 50 65 34 23 2 Link Distance (ft)315 168 517 1312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 161 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 120 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 120 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market Square Driveway WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market Square Driveway EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market Square Driveway WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market Square Driveway EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 120 Project: Market Blvd Roundabout Testing2045 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 NB 0 22 271 11 0 5.0 0.89 0.890 2 Market Square Driveway WB 0 11 6 0 0 5.0 0.89 0.890 3 Market Blvd SB 0 11 301 56 0 5.0 0.89 0.890 4 Market Square Driveway EB 0 33 0 17 0 5.0 0.89 0.890 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 120 Project: Market Blvd Roundabout Testing2045 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 NB None 271 39 293 843 0.3210 2 Market Square Driveway WB None 15 290 20 716 0.0211 3 Market Blvd SB None 328 35 271 845 0.3875 4 Market Square Driveway EB None 45 287 75 717 0.0620 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 NB None 5.78 5.78 1.36 A A 2 Market Square Driveway WB None 4.83 4.83 0.06 A A 3 Market Blvd SB None 6.34 6.34 1.82 A A 4 Market Square Driveway EB None 5.02 5.02 0.19 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 120 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 658 658 Capacity veh/hr 3122 3122 Average Delay sec/veh 5.99 5.99 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.09 1.09 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 125 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 125 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market Square Driveway WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market Square Driveway EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market Square Driveway WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market Square Driveway EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 125 Project: Market Blvd Roundabout Testing2045 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 NB 0 106 477 33 0 5.0 0.93 0.930 2 Market Square Driveway WB 0 28 6 28 0 5.0 0.93 0.930 3 Market Blvd SB 0 22 398 89 0 5.0 0.93 0.930 4 Market Square Driveway EB 0 84 6 145 0 5.0 0.93 0.930 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 125 Project: Market Blvd Roundabout Testing2045 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 NB None 573 104 531 810 0.7072 2 Market Square Driveway WB None 58 620 57 549 0.1049 3 Market Blvd SB None 473 130 548 797 0.5940 4 Market Square Driveway EB None 219 417 187 652 0.3351 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 NB None 12.67 12.67 6.23 B B 2 Market Square Driveway WB None 6.86 6.86 0.33 A A 3 Market Blvd SB None 9.73 9.73 3.88 A A 4 Market Square Driveway EB None 7.62 7.62 1.39 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 125 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1322 1322 Capacity veh/hr 2809 2809 Average Delay sec/veh 10.53 10.53 L.O.S. (Signal)A – F B B L.O.S. (Unsig)A – F B B Total Delay veh.hrs 3.87 3.87 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 87 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 87 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market St WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market St EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market St WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market St EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 87 Project: Market Blvd Roundabout Testing2045 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 NB 0 39 271 54 0 5.0 0.91 0.910 2 Market St WB 0 37 0 28 0 5.0 0.91 0.910 3 Market Blvd SB 0 21 297 11 0 5.0 0.91 0.910 4 Market St EB 0 6 0 6 0 5.0 0.91 0.910 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 87 Project: Market Blvd Roundabout Testing2045 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 NB None 331 25 309 850 0.3896 2 Market St WB None 59 288 68 717 0.0824 3 Market Blvd SB None 299 69 278 828 0.3617 4 Market St EB None 11 323 45 700 0.0156 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 NB None 6.33 6.33 1.77 A A 2 Market St WB None 5.13 5.13 0.25 A A 3 Market Blvd SB None 6.24 6.24 1.58 A A 4 Market St EB None 4.92 4.92 0.04 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 87 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 701 701 Capacity veh/hr 3095 3095 Average Delay sec/veh 6.17 6.17 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.20 1.20 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 82 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 82 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market St WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market St EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market St WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market St EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 82 Project: Market Blvd Roundabout Testing2045 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 NB 0 123 573 52 0 5.0 0.93 0.930 2 Market St WB 0 43 0 38 0 5.0 0.93 0.930 3 Market Blvd SB 0 27 539 6 0 5.0 0.93 0.930 4 Market St EB 0 6 6 89 0 5.0 0.93 0.930 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 82 Project: Market Blvd Roundabout Testing2045 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 NB None 696 36 624 844 0.8239 2 Market St WB None 75 652 79 533 0.1413 3 Market Blvd SB None 532 154 573 785 0.6779 4 Market St EB None 94 566 120 577 0.1629 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 NB None 18.15 18.15 11.13 C C 2 Market St WB None 7.34 7.34 0.47 A A 3 Market Blvd SB None 12.07 12.07 5.51 B B 4 Market St EB None 6.96 6.96 0.55 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 82 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1397 1397 Capacity veh/hr 2739 2739 Average Delay sec/veh 14.50 14.50 L.O.S. (Signal)A – F B B L.O.S. (Unsig)A – F B B Total Delay veh.hrs 5.63 5.63 SimTraffic Performance Report 2045 Build -AM Peak Hour 06/19/2024 2045 Build - AM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)3.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4.5 0.1 0.1 Total Del/Veh (s)10.9 13.2 4.7 13.4 7.2 2.2 21.7 14.2 5.6 20.5 18.0 5.5 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.2 Total Del/Veh (s)10.5 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)0.7 0.1 0.4 0.0 0.0 0.0 0.4 0.4 0.1 3.7 0.6 0.4 Total Del/Veh (s)9.4 9.6 6.3 10.9 7.9 3.1 23.1 19.8 4.5 22.5 22.9 6.6 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.4 Total Del/Veh (s)10.0 14: Great Plains Blvd & Market St Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s)3.9 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.3 Total Del/Veh (s)10.3 3.6 8.9 3.6 3.1 0.3 0.1 4.4 1.4 1.4 2.1 Total Zone Performance Denied Del/Veh (s)0.7 Total Del/Veh (s)108.9 Queuing and Blocking Report 2045 Build -AM Peak Hour 06/19/2024 2045 Build - AM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)74 210 111 145 155 19 182 51 99 30 57 Average Queue (ft)15 93 52 57 64 2 80 13 36 5 16 95th Queue (ft)48 170 86 107 128 12 147 37 75 22 41 Link Distance (ft)541 541 326 326 288 330 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)65 75 200 200 65 Storage Blk Time (%)0 15 3 4 0 0 Queuing Penalty (veh)0 3 10 6 0 0 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB NB SB SB Directions Served L TR L T TR L TR L TR Maximum Queue (ft)160 251 60 149 78 92 66 97 147 Average Queue (ft)42 91 26 58 22 37 29 43 61 95th Queue (ft)106 193 56 113 58 78 57 79 110 Link Distance (ft)326 1312 1312 82 82 310 Upstream Blk Time (%)1 0 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)1 7 0 2 3 4 Queuing Penalty (veh)2 8 0 1 6 3 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L TR Maximum Queue (ft)61 62 72 48 3 48 5 Average Queue (ft)30 32 33 11 0 7 0 95th Queue (ft)54 54 60 34 0 28 3 Link Distance (ft)315 168 517 517 1312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 40 SimTraffic Performance Report 2045 Build -PM Peak Hour 06/19/2024 2045 Build - PM Peak Hour SimTraffic Report Page 1 6: Market Blvd & W 78th St Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s)2.9 0.5 0.4 0.4 0.2 0.0 0.0 0.0 0.0 4.0 0.2 0.2 Total Del/Veh (s)19.9 25.2 6.7 26.5 18.1 3.6 41.6 21.7 11.5 22.9 19.9 10.5 6: Market Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)22.0 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)0.0 0.0 0.0 0.4 0.1 0.0 0.7 0.8 0.3 3.8 0.3 0.4 Total Del/Veh (s)12.2 10.3 8.0 12.9 9.4 2.4 29.1 16.6 4.7 26.8 22.8 8.7 11: Laredo Blvd & W 78th St Performance by movement Movement All Denied Del/Veh (s)0.3 Total Del/Veh (s)11.2 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 0.2 0.1 0.2 0.1 0.2 0.2 0.2 0.0 0.0 0.0 0.2 Total Del/Veh (s)11.8 3.7 14.5 12.6 5.6 3.0 0.3 0.2 5.6 1.6 1.6 2.0 Total Zone Performance Denied Del/Veh (s)0.6 Total Del/Veh (s)259.8 Queuing and Blocking Report 2045 Build -PM Peak Hour 06/19/2024 2045 Build - PM Peak Hour SimTraffic Report Page 2 Intersection: 6: Market Blvd & W 78th St Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft)164 370 190 175 350 33 225 338 188 30 111 Average Queue (ft)33 186 72 103 176 4 186 130 50 7 34 95th Queue (ft)99 309 134 193 313 19 257 365 116 27 75 Link Distance (ft)541 541 326 326 288 330 Upstream Blk Time (%)1 7 Queuing Penalty (veh)3 44 Storage Bay Dist (ft)65 75 200 200 65 Storage Blk Time (%)0 36 12 24 18 0 2 Queuing Penalty (veh)1 14 62 48 46 0 0 Intersection: 11: Laredo Blvd & W 78th St Movement EB EB WB WB WB NB NB SB SB Directions Served L TR L T TR L TR L TR Maximum Queue (ft)174 311 129 255 147 94 56 76 126 Average Queue (ft)41 102 31 100 31 50 23 39 51 95th Queue (ft)106 244 81 186 90 93 50 73 94 Link Distance (ft)326 1312 1312 82 82 310 Upstream Blk Time (%)0 3 0 Queuing Penalty (veh)2 0 0 Storage Bay Dist (ft)80 85 70 Storage Blk Time (%)0 9 10 3 3 Queuing Penalty (veh)2 8 6 4 2 Intersection: 14: Great Plains Blvd & Market St Movement EB EB WB NB NB SB SB Directions Served LT R LTR L TR L TR Maximum Queue (ft)44 58 85 59 3 38 2 Average Queue (ft)13 31 35 14 0 8 0 95th Queue (ft)39 52 65 42 2 28 2 Link Distance (ft)315 168 517 517 1312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)115 95 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 243 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 130 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 130 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market Square Driveway WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market Square Driveway EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market Square Driveway WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market Square Driveway EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 130 Project: Market Blvd Roundabout Testing2045 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 NB 0 22 292 11 0 5.0 0.89 0.890 2 Market Square Driveway WB 0 11 6 0 0 5.0 0.89 0.890 3 Market Blvd SB 0 11 321 56 0 5.0 0.89 0.890 4 Market Square Driveway EB 0 33 0 17 0 5.0 0.89 0.890 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 130 Project: Market Blvd Roundabout Testing2045 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 NB None 289 39 311 843 0.3432 2 Market Square Driveway WB None 15 309 20 707 0.0214 3 Market Blvd SB None 345 35 289 845 0.4086 4 Market Square Driveway EB None 45 305 75 708 0.0628 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 NB None 5.96 5.96 1.50 A A 2 Market Square Driveway WB None 4.89 4.89 0.06 A A 3 Market Blvd SB None 6.55 6.55 1.99 A A 4 Market Square Driveway EB None 5.09 5.09 0.19 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 130 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 694 694 Capacity veh/hr 3103 3103 Average Delay sec/veh 6.18 6.18 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.19 1.19 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 126 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 126 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market Square Driveway WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market Square Driveway EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market Square Driveway WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market Square Driveway EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 126 Project: Market Blvd Roundabout Testing2045 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 NB 0 106 500 33 0 5.0 0.93 0.930 2 Market Square Driveway WB 0 28 6 28 0 5.0 0.93 0.930 3 Market Blvd SB 0 22 416 89 0 5.0 0.93 0.930 4 Market Square Driveway EB 0 84 6 145 0 5.0 0.93 0.930 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 126 Project: Market Blvd Roundabout Testing2045 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 NB None 594 104 548 810 0.7336 2 Market Square Driveway WB None 58 641 57 539 0.1070 3 Market Blvd SB None 490 130 569 797 0.6150 4 Market Square Driveway EB None 219 433 187 644 0.3395 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 NB None 13.70 13.70 7.04 B B 2 Market Square Driveway WB None 7.01 7.01 0.34 A A 3 Market Blvd SB None 10.20 10.20 4.22 B B 4 Market Square Driveway EB None 7.77 7.77 1.42 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 126 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1361 1361 Capacity veh/hr 2789 2789 Average Delay sec/veh 11.20 11.20 L.O.S. (Signal)A – F B B L.O.S. (Unsig)A – F B B Total Delay veh.hrs 4.23 4.23 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 104 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 104 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market St WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market St EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market St WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market St EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 104 Project: Market Blvd Roundabout Testing2045 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 NB 0 39 285 72 0 5.0 0.91 0.910 2 Market St WB 0 69 0 35 0 5.0 0.91 0.910 3 Market Blvd SB 0 23 315 11 0 5.0 0.91 0.910 4 Market St EB 0 6 0 6 0 5.0 0.91 0.910 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 104 Project: Market Blvd Roundabout Testing2045 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 NB None 360 26 355 849 0.4243 2 Market St WB None 95 300 86 711 0.1331 3 Market Blvd SB None 318 98 297 813 0.3906 4 Market St EB None 11 370 45 676 0.0162 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 NB None 6.68 6.68 2.04 A A 2 Market St WB None 5.46 5.46 0.43 A A 3 Market Blvd SB None 6.63 6.63 1.79 A A 4 Market St EB None 5.10 5.10 0.05 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 104 Project: Market Blvd Roundabout Testing2045 AM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 AM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 784 784 Capacity veh/hr 3049 3049 Average Delay sec/veh 6.49 6.49 L.O.S. (Signal)A – F A A L.O.S. (Unsig)A – F A A Total Delay veh.hrs 1.41 1.41 Page 1 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 99 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Scheme Summary Control Data Control Data and Model Parameters Market Blvd Roundabout Testing 2045 PHF Flow Profile (veh) Mini Roundabout 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 Page 2 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 99 Project: Market Blvd Roundabout Testing2045 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 NB 0 0 12.00 1 14.00 1 164.00 35.00 30.00 2 Market St WB 90 0 12.00 1 14.00 1 164.00 35.00 30.00 3 Market Blvd SB 180 0 12.00 1 14.00 1 164.00 35.00 30.00 4 Market St EB 270 0 12.00 1 14.00 1 164.00 35.00 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 NB 110.00 15.00 1 14.00 1 12.00 1 2 Market St WB 110.00 15.00 1 14.00 1 12.00 1 3 Market Blvd SB 110.00 15.00 1 14.00 1 12.00 1 4 Market St EB 110.00 15.00 1 14.00 1 12.00 1 Page 3 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 99 Project: Market Blvd Roundabout Testing2045 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 NB 0 123 592 83 0 5.0 0.93 0.930 2 Market St WB 0 63 0 42 0 5.0 0.93 0.930 3 Market Blvd SB 0 33 551 6 0 5.0 0.93 0.930 4 Market St EB 0 6 6 89 0 5.0 0.93 0.930 Page 4 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 99 Project: Market Blvd Roundabout Testing2045 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 NB None 742 42 653 842 0.8819 2 Market St WB None 98 669 113 525 0.1860 3 Market Blvd SB None 549 173 594 775 0.7076 4 Market St EB None 94 601 120 559 0.1680 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 NB None 23.98 23.98 16.02 C C 2 Market St WB None 7.84 7.84 0.65 A A 3 Market Blvd SB None 13.24 13.24 6.29 B B 4 Market St EB None 7.22 7.22 0.57 A A Page 5 of 5 Rodel-Win Report dated 19-Jun-2024 Rodel Version 1.96 Scheme: Mini Roundabout Run number 99 Project: Market Blvd Roundabout Testing2045 PM Peak 85% Confidence Level Daylight conditions Rodel-Win1 - Full Geometry Global Results Performance and Accidents 2045 PM Peak Global Performance Parameter Units Entries Bypasses Total Arrive Flows veh/hr 1482 1482 Capacity veh/hr 2701 2701 Average Delay sec/veh 17.88 17.88 L.O.S. (Signal)A – F B B L.O.S. (Unsig)A – F C C Total Delay veh.hrs 7.36 7.36