02-12-2024 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION
Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in
the lower level of City Hall and are open to the public. If the City Council does not complete
the work session items in the time allotted, the remaining items will be considered after the regular
agenda.
A.1 Downtown Design Guidelines and Traffic Study Update
A.2 Civic Campus Update
A.3 Lake Ann Lifeguard Discussion
A.4 Future Work Session Schedule
B.7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING
B.1 Approve Economic Development Authority Meeting Minutes dated September 25, 2023
B.2 Approve Release of Contract for Private Development for Tax Increment Financing District
#4, National Lodging Companies, Inc.
B.3 Approve Release of Contract for Private Development for Tax Increment Financing District
#4, Bloomberg Companies Incorporated
C.CITY COUNCIL REGULAR MEETING - CALL TO ORDER (Pledge of Allegiance)
D.PUBLIC ANNOUNCEMENTS
E.CONSENT AGENDA
All items listed under the Consent Agenda are considered to be routine by the city council and will
be considered as one motion. There will be no separate discussion of these items. If discussion is
desired, that item will be removed from the Consent Agenda and considered separately. City
council action is based on the staff recommendation for each item. Refer to the council packet for
each staff report.
AGENDA
CHANHASSEN CITY COUNCIL
MONDAY, FEBRUARY 12, 2024
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
1
E.1 Approve Special City Council Work Session Minutes dated February 5, 2024
E.2 Approve City Council Minutes dated January 22, 2024
E.3 Receive Park and Recreation Minutes dated December 12, 2023
E.4 Receive Commission on Aging Minutes dated November 17, 2023
E.5 Approve Claims Paid dated February 12, 2024
E.6 Approve Professional Services Agreement with SEH, Lake Ann Park Preserve
E.7 Approve Application from Southern Valley Alliance to Conduct Excluded Bingo at
Chanhassen Brewing Company located at 951 West 78th Street
E.8 Approve Contract for Services with BKV Group for Chanhassen Bluffs Sports Complex
E.9 Resolution 2024-XX: Approve Application for Funding from the Carver County Community
Development Agency Community Growth Partnership Initiative Grant Program
E.10 Resolution 2024-XX: Accept Bids and Award Contract for the 2024 Sealcoat Project
F.VISITOR PRESENTATIONS
Visitor Presentations requesting a response or action from the City Council must complete and
submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda).
G.PUBLIC HEARINGS
G.1 Approve On-Sale Beer & Wine Liquor License for Life Time Pickleball located at 2970
Water Tower Place
H.GENERAL BUSINESS
H.1 Short-Term Rental Ordinance and Program Review and Listening Session
I.COUNCIL PRESENTATIONS
J.ADMINISTRATIVE PRESENTATIONS
J.1 Receive the 2023 Economic Development Annual Report
K.CORRESPONDENCE DISCUSSION
L.ADJOURNMENT
GUIDELINES FOR VISITOR PRESENTATIONS
Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the
Chanhassen City Council wishes to provide an opportunity for the public to address the City Council.
That opportunity is provided at every regular City Council meeting during Visitor Presentations.
Anyone seeking a response or action from the City Council following their presentation is
2
required to complete and submit a Citizen Action Request Form. An online form is available at
https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers
prior to the meeting.
A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen
residents. An additional thirty minutes may be provided after General Business items are
complete at the discretion of the City Council.
Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the
Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be
addressed to the City Council as a whole, not to any specific member(s) or to any person who is
not a member of the City Council.
If there are a number of individuals present to speak on the same topic, please designate a
spokesperson that can summarize the issue.
Limit your comments to five minutes. Additional time may be granted at the discretion of the
Mayor. If you have written comments, provide a copy to the Council. Comments may also be
emailed to the City Council at council@chanhassenmn.gov.
During Visitor Presentations, the Council and staff listen to comments and will not engage in
discussion. Council members or the City Manager may ask questions of you in order to gain a
thorough understanding of your concern, suggestion or request.
Please be aware that disrespectful comments or comments of a personal nature, directed at an
individual either by name or inference, will not be allowed. Personnel concerns should be
directed to the City Manager.
Members of the City Council and some staff members may gather at Tequila Butcher, 590 West
79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the
public are welcome.
3
City Council Item
February 12, 2024
Item Downtown Design Guidelines and Traffic Study Update
File No.ENG 25-02 Item No: A.1
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
Discussion
Motion Type N/A
Strategic
Priority Development & Redevelopment
SUMMARY
The planning department and consultant (HKGi) will present an update on the downtown design
guidelines project as well as feedback received from prior open house events. Staff and consultants will
provide the city council with imagery related to the updated CBD district build-to zone and height
requirements for development within the zoning district as well as draft street designs for the downtown
area. This will include traffic analysis for the viability of the proposed street design alternatives.
In addition, the engineering consultant (Kimley-Horn and Associates) will present the findings of a
traffic study that was completed for the downtown area associated with the planned Market Boulevard
Reconstruction Project.
BACKGROUND
The following projects are evolving over the next couple of years, and therefore a holistic look at traffic
operations in the downtown area was warranted for review:
4
Market Boulevard Reconstruction
The Civic Campus Redevelopment
The redevelopment project for the SE quadrant of West 78th Street and Market Boulevard (Hotel
and Movie Theatre)
The Downtown Visioning Project
The study also reviewed the operational issues at West 79th Street with Powers and Great Plains
Boulevards.
DISCUSSION
This will be a presentation and discussion topic only. The presentation will be uploaded on Friday and
posted to the packet.
No formal approvals or actions are being asked for.
BUDGET
N/A
RECOMMENDATION
N/A
ATTACHMENTS
DRAFT Downtown Chanhassen Traffic Study October 2023
Downtown Design Guidelines and Traffic Study UpdatePresentation
5
DRAFT
DOWNTOWN CHANHASSEN
TRAFFIC STUDY
City of Chanhassen
OCTOBER 2023
Prepared By:
6
7
1 Downtown Chanhassen Traffic Study
October 2023
Table of Contents
Project Background ..................................................................................................................... 1
Existing Conditions ..................................................................................................................... 1
Study Intersections...................................................................................................................... 2
Data Collection ........................................................................................................................... 2
Existing Traffic Operations .......................................................................................................... 2
StreetLight Analysis .................................................................................................................... 6
Traffic Forecasts ......................................................................................................................... 8
No Build Conditions Analysis ...................................................................................................... 9
Future Year (2045) No Build Traffic Operations ........................................................................... 9
Build Conditions Analysis .......................................................................................................... 12
Market Boulevard Improvements ............................................................................................... 12
3-Lane and 5-Lane Market Boulevard Alternatives ............................................................. 12
Market Boulevard and W 78th Street Intersection Control Alternatives ................................ 15
Other Improvement Concepts.................................................................................................... 15
W 78th Street and Great Plains Boulevard .......................................................................... 15
TH 5 and Market Boulevard & Great PLains Boulevard Intersection Analysis ............................. 17
W 79th Street Access Management and Circulation Improvements ............................................ 19
Conclusions .............................................................................................................................. 20
Appendices ............................................................................................................................... 22
8
Downtown Chanhassen Traffic Study October 2023 2
List of Tables
Table 1: Level of Service Grading Descriptions 3
Table 2: Level of Service Grading Criteria 3
Table 3: Existing (2023) Conditions Peak Hour Delay and LOS Results 4
Figure 1: Chanhassen Cut-Through Traffic Analysis (Northbound Distribution) 7
Figure 2: Chanhassen Cut-Through Traffic Analysis (Southbound Distribution) 7
Table 4: Future Year (2045) No Build Peak Hour Delay and LOS Results 9
Table 5: 3-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results 14
Table 6: 5-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results 14
Table 7: 2 by 1 Roundabout Future Year (2045) Peak Hour LOS Results 15
Table 8: Hybrid Roundabout Future Year (2045) Peak Hour LOS Results 15
Table 9: Lane Reduction Future Year (2045) Peak Hour Delay and LOS Results 16
Table 10: TH 5 (Expanded Turn Lanes) – 2045 Peak Hour Delay and LOS Results 18
Table 11: TH 5 (WB Lane + Turn Lanes) – 2045 Peak Hour Delay and LOS Results 19
Table 12: Access Management Improvement Option Comparison 20
9
1 Downtown Chanhassen Traffic Study
October 2023
PROJECT BACKGROUND
The City of Chanhassen retained Kimley-Horn to complete a traffic study of Downtown Chanhassen that
focused on the major roadways including W 78th Street, Great Plains Boulevard, and Market Boulevard.
This study is being done in parallel with the feasibility study for the Market Boulevard Improvements project,
for which Kimley-Horn is providing preliminary and final design engineering services. This traffic study will
identify improvements to be implemented as part of the Market Boulevard Improvements project and
provide long-term recommendations for improvements to be completed as part of future projects.
This memorandum provides a summary of existing conditions in the study area, design year volume
forecasts, an evaluation of several different design year scenarios, and several improvement concepts.
EXISTING CONDITIONS
The study area includes intersections along three roadways: W 78th Street, Great Plains Boulevard and
Market Boulevard. The existing characteristics of the roadways are described below.
W 78th Street
W 78th Street is classified as an Urban Major Collector and is primarily a four-lane, divided roadway with
dedicated left turn lanes throughout the study area. Within the study area, W 78th Street has a posted speed
limit of 30 mph. The average annual daily traffic (AADT) in 2021 ranged from 12,400 vehicles per day (vpd)
between Powers Boulevard and Kerber Boulevard to 10,000 vpd between Kerber Boulevard and Great
Plains Boulevard.
Great Plains Boulevard
Great Plains Boulevard is an Urban Major Collector and is a four-lane, divided roadway with left turn lanes
throughout the study area. Within the study area, Great Plains Boulevard has a posted speed limit of 30
mph. The AADT was 6,400 vpd between W 78th Street and TH 5 in 2021.
Market Boulevard
Market Boulevard is a Urban Major Collector and is a primarily a four-lane, undivided roadway. Within the
study area, Market Boulevard has a posted speed limit of 30 mph. The AADT was 12,800 vpd between W
78th Street and TH 5 in 2021.
10
Downtown Chanhassen Traffic Study October 2023 2
STUDY INTERSECTIONS
The study area includes the following intersections:
1. W 78th Street & Powers Boulevard (Traffic Signal)
2. W 78th Street & West Target Entrance (Traffic Signal)
3. W 78th Street & East Target Entrance (Side Street Stop)
4. W 78th Street & Kerber Boulevard (Traffic Signal)
5. Kerber Boulevard & North City Center Drive (Side Street Stop)
6. W 78th Street & Market Boulevard (Traffic Signal)
7. Market Boulevard & Market Square North Driveway (Side Street Stop)
8. Market Boulevard & Market Street (Side Street Stop)
9. Market Boulevard & W 79th Street (Side Street Stop)
10. Market Boulevard & TH 5 (Arboretum Boulevard) (Traffic Signal)
11. W 78th Street & Laredo Drive (Traffic Signal)
12. W 78th Street & Retail Entrance (Chanhassen Dinner Theatres) (Side Street Stop)
13. W 78th Street & Great Plains Boulevard (Traffic Signal)
14. Great Plains Boulevard & Market Street (Side Street Stop)
15. Great Plains Boulevard & W 79th Street (North) (Side Street Stop)
16. Great Plains Boulevard & W 79th Street (South) (Side Street Stop)
17. Great Plains Boulevard & TH 5 (Arboretum Boulevard) (Traffic Signal)
Exhibit 1 of Appendix A illustrates the study area and location of the study intersections. Exhibit 2A and
Exhibit 2B summarize the existing intersection control type and lane assignment at each study intersection.
DATA COLLECTION
Existing turning movement counts were collected at the study intersections on Monday, May 22nd,
Wednesday, May 24th, and Wednesday, May 31, 2023. 24-hour turning movement counts were collected
at all signalized intersections and high-volume unsignalized intersections to allow for a review of intersection
control warrants. Peak period counts were collected at the remaining unsignalized intersections. The count
data included vehicles, as well as bicycles and pedestrians.
The AM peak hour for this study was determined to be 7:30 AM to 8:30 AM and the PM peak hour 4:30 PM
to 5:30 PM. Exhibit 3A and Exhibit 3B provide the AM and PM peak hour vehicle turning movement
volumes for Existing (2023) Conditions. The existing traffic count data is attached in Appendix B.
EXISTING TRAFFIC OPERATIONS
A capacity analysis of the study intersections was performed for both the AM and the PM peak hour using
Synchro/SimTraffic software to determine existing level of service (LOS) and vehicle delay (in seconds
per vehicle) for each intersection movement. The study intersections were modeled with the existing
geometry and intersection control as summarized in Exhibit 2A and Exhibit 2B and existing traffic
volumes are provided in Exhibit 3A and Exhibit 3B.
Level of Service (LOS) grades, which are provided in the Transportation Research Board’s Highway
Capacity Manual (HCM), quantify and categorize the driver’s discomfort, frustration, fuel consumption, and
travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed
description of each LOS rating is provided in Table 1.
11
3 Downtown Chanhassen Traffic Study
October 2023
Table 1: Level of Service Grading Descriptions
Level of Service Description
A Minimal control delay: traffic operates at primarily free-flow conditions; unimpeded
movement within traffic stream.
B Minor control delay at signalized intersections; traffic operates at a fairly unimpeded
level with slightly restricted movement within traffic stream.
C Moderate control delay; movement within traffic stream more restricted than at LOS B;
formation of queues contributes to lower average travel speeds.
D Considerable control delay that may be substantially increased by small increases in flow;
average travel speeds continue to decrease.
E High control delay; average travel speed no more than 33 percent of free flow speed.
F Extremely high control delay: extensive queuing and high volumes create exceedingly
restricted traffic flow.
The range of control delay for each rating (as detailed in the HCM) is shown in Table 2. Higher delays are
tolerated for respective LOS rates at signalized intersections, because these intersections are expected
to carry a larger volume of vehicles and stopping is required during red time.
Table 2: Level of Service Grading Criteria
Level of Service
Average Control Delay (sec/veh) at:
Unsignalized Intersections Signalized Intersections
A 0 – 10 0 – 10
B > 10 – 15 > 10 – 20
C > 15 – 25 > 20 – 35
D > 25 – 35 > 35 – 55
E > 35 – 50 > 55 – 80
F > 50 > 80
The level of service and delay results for the Existing Conditions (2023) are summarized in Table 3. The
SimTraffic reports are included in Appendix C.
12
Downtown Chanhassen Traffic Study October 2023 4
Table 3: Existing (2023) Conditions Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
W 78th
Street &
Powers
Boulevard
Signal
EB D (43.4) D (43.8) A (5.4)
B (17.9)
D (35.4) D (42.8) A (7.1)
C (22.8)
WB D (40.5) C (24.0) A (4.6) C (34.5) C (33.5) A (6.5)
NB D (44.4) B (13.1) A (2.5) D (45.5) C (22.9) A (4.6)
SB D (48.1) A (9.3) A (1.6) D (43.4) B (17.6) A (3.2)
W 78th
Street &
West
Target
Entrance
Signal
EB A (5.6) A (2.8) A (1.8)
A (4.0)
A (9.0) A (6.9) A (3.5)
A (8.2)
WB A (4.8) A (3.6) A (1.7) A (8.7) A (7.5) A (3.5)
NB B (13.8) A (2.8) B (19.3) B (16.6) A (4.3)
SB B (15.2) B (16.6) A (3.0) B (17.8) C (21.3) A (5.3)
W 78th
Street &
East
Target
Entrance
Side
Street
Stop
EB A (3.1) A (0.7) A (0.4)
- (-)
A (4.7) A (1.3) A (1.1)
- (-)
WB A (3.8) A (1.2) A (1.1) A (4.9) A (1.6) A (1.4)
NB A (8.1) A (6.6) A (3.6) C (15.3) C (17.2) A (6.2)
SB A (5.9) A (6.8) A (2.8) B (12.7) C (19.3) A (4.7)
W 78th
Street &
Kerber
Boulevard
Signal
EB A (8.6) A (6.4) A (2.2)
B (10.7)
B (13.1) A (6.5) A (3.7)
B (11.4)
WB A (9.5) A (6.3) A (3.6) B (10.0) A (9.0) A (7.0)
NB B (18.3) B (19.9) A (3.1) C (26.9) C (26.6) A (5.7)
SB C (27.5) B (17.8) A (3.7) C (33.2) C (23.4) A (4.7)
Kerber
Boulevard
& N City
Center
Drive
Side
Street
Stop
EB A (7.3) A (3.1)
- (-)
A (6.3) A (8.7) A (3.4)
- (-)
WB A (6.1) A (2.9) A (7.0) A (3.4)
NB A (2.1) A (0.9) A (0.7) A (1.6) A (1.0) A (0.7)
SB A (1.4) A (0.2) A (0.2) A (2.6) A (0.2) A (0.1)
W 78th
Street &
Market
Boulevard
Signal
EB A (9.2) A (9.8) A (3.7)
A (8.2)
B (11.7) B (15.1) A (4.7)
B (14.0)
WB A (8.9) A (5.0) A (2.6) B (14.6) A (9.7) A (6.7)
NB B (18.1) B (13.6) A (5.9) C (28.8) B (17.3) A (8.5)
SB B (13.8) B (14.7) A (3.6) B (14.7) B (19.5) A (7.0)
Market
Boulevard
& Market
Square
North
Driveway
Side
Street
Stop
EB A (8.7) A (3.4)
- (-)
C (18.3) C (24.8) A (6.1)
- (-)
WB A (8.6) A (8.1) C (19.4) C (24.1) A (7.7)
NB A (2.9) A (0.6) A (0.2) A (4.9) A (1.9) A (0.3)
SB A (3.3) A (0.8) A (0.5) A (4.7) A (1.4) A (0.8)
Market
Boulevard
& Market
Street
Side
Street
Stop
EB B (10.2) A (3.6)
- (-)
B (14.4) C (22.5) A (4.7)
- (-)
WB A (6.8) A (2.9) C (18.3) A (8.1)
NB A (3.4) A (1.4) A (1.1) A (6.2) A (2.7) A (1.2)
SB A (4.1) A (0.4) A (0.2) A (5.2) A (0.7) A (0.7)
13
5 Downtown Chanhassen Traffic Study
October 2023
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
Market
Boulevard
& W 79th
Street
Side
Street
Stop
EB
- (-)
- (-)
WB A (9.0) A (2.7) F (100+) E (35.8)
NB A (3.8) A (3.5) A (6.0) A (5.6)
SB A (5.0) A (0.3) B (12.1) A (6.7)
Arboretum
Boulevard
& Market
Boulevard
Signal
EB F (98.4) C (25.9) A (8.8)
D (40.1)
F (80.8) D (36.2) A (9.7)
D (49.6)
WB E (79.5) B (10.1) A (7.3) E (69.5) D (42.8) B (16.8)
NB F (100+) F (100+) A (6.4) F (80.2) E (77.5) A (5.6)
SB E (74.9) F (88.5) A (2.2) F (100+) F (100+) A (4.0)
W 78th
Street &
Laredo
Boulevard
Signal
EB A (7.7) A (4.8) A (3.1)
A (7.2)
A (9.2) A (5.7) A (4.1)
A (8.2)
WB A (5.2) A (5.0) A (2.0) A (8.2) A (5.8) A (3.5)
NB C (24.9) B (15.7) A (6.3) C (25.6) C (34.4) B (13.0)
SB C (25.1) B (18.4) A (5.3) C (28.1) C (25.6) A (7.2)
W 78th
Street &
Retail
Entrance
Side
Street
Stop
EB A (3.0) A (1.0) A (0.8)
- (-)
A (5.0) A (1.7) A (1.2)
- (-)
WB A (4.0) A (1.0) A (0.9) A (5.2) A (1.3) A (1.5)
NB A (7.7) A (3.6) C (17.6) A (8.5)
SB A (7.7) A (2.6) B (11.3) A (5.8)
Great
Plains
Boulevard
& W 78th
Street
Signal
EB
A (9.4)
B (13.2)
WB B (14.7) A (5.5) C (25.3) A (6.3)
NB B (11.0) A (2.0) B (19.1) A (4.4)
SB B (12.0) B (12.9) B (14.7) B (17.7)
Great
Plains
Boulevard
& Market
Street
Side
Street
Stop
EB A (5.8) A (2.7)
- (-)
A (8.4) A (3.2)
- (-)
WB A (6.8) A (3.5) B (10.0) B (12.5) A (4.8)
NB A (2.5) A (0.5) A (0.3) A (2.8) A (0.3) A (0.1)
SB A (3.5) A (1.3) A (1.1) A (4.2) A (1.1) A (1.1)
Great
Plains
Boulevard
& W 79th
Street
(North)
Side
Street
Stop
EB A (6.8) A (8.4) A (3.0)
- (-)
B (10.8) A (5.0)
- (-)
WB A (7.2) A (3.1) B (11.6) B (10.5) A (3.0)
NB A (1.3) A (0.4) A (0.2) A (0.6) A (0.3)
SB A (2.9) A (0.4) A (0.4) A (2.9) A (0.4) A (0.3)
Great
Plains
Boulevard
& W 79th
Street
(South)
Side
Street
Stop
EB B (10.1) B (14.4) A (4.6)
- (-)
C (19.8) D (34.3) C (18.1)
- (-)
WB B (10.8) D (33.7) D (30.7) A (8.8)
NB A (6.4) A (4.7) A (5.4) A (8.9) A (6.7) A (6.7)
SB A (5.0) A (2.1) A (0.2) B (10.5) A (3.9) A (0.5)
14
Downtown Chanhassen Traffic Study October 2023 6
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
Arboretum
Boulevard
& Great
Plains
Boulevard
Signal
EB E (76.9) B (17.8) B (12.1)
C (26.6)
E (78.9) C (22.7) B (11.6)
D (38.6)
WB F (100+) B (18.5) A (4.9) F (89.4) D (40.0) A (7.2)
NB E (72.4) F (90.4) D (48.2) E (73.7) F (89.9) D (36.2)
SB F (83.4) E (66.1) B (10.8) F (88.9) F (81.9) D (47.8)
Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red)
Based on the Existing Year (2023) capacity analysis, all signalized intersections operate at LOS C or better
in the AM and PM peak hour, except for the two intersections along TH 5. All movements at unsignalized
intersections operate at LOS C or better, except for Market Boulevard & W 79th Street and Great Plains
Boulevard & W 79th Street. These two intersections are impacted by queuing from nearby signalized
intersections at TH 5.
Signal timing along TH 5 prioritizes through traffic flow on TH 5, which causes higher delays for the major
street left turn movements and minor street approaches. The intersection of TH 5 & Great Plains Boulevard
operates at LOS D in the PM peak hour and the intersection of TH 5 & Market Boulevard operates at LOS
D in the AM and PM peak hour. At both intersections, the left turn movements and minor street through
movements operate at LOS E of LOS F. At TH 5 & Market Boulevard, the southbound approach 95th
percentile queue extends past the intersection of Market Boulevard & W 79th Street by approximately 160
feet in the PM peak hour. This means that the intersection is blocked by queues for some of the peak hour,
which contributes to higher delays for vehicles accessing Market Street from W 79th Street. The westbound
left and through movement at this intersection operate at LOS F and E in the PM peak hour, respectively.
A similar issue exists at the intersection of TH 5 & Great Plains Boulevard. The southbound approach 95th
percentile queue extends past the Great Plains Boulevard & W 79th Street intersection by 75 feet, which
blocks movements from accessing Great Plains Boulevard for portions of the PM peak hour. The eastbound
left turn and the westbound left turn and through movements operate at LOS D.
STREETLIGHT ANALYSIS
An analysis was completed to quantify an observed pattern of cut-through traffic through Downtown
Chanhassen. Market Boulevard intersects TH 5, but only extends one block north of W 78th Street. Kerber
Boulevard does not intersect TH 5 but does intersect W 78th Street and connects Downtown Chanhassen
to residential areas to the north. This lack of connectivity is believed to create a cut-through traffic pattern
where traffic uses Market Boulevard, W 78th Street and Kerber Boulevard to pass through downtown
Chanhassen rather than traveling on Powers Boulevard to TH 5. This creates high northbound left turn and
eastbound right turn volumes at W 78th Street & Market Boulevard, and high westbound right turn and
southbound left turn volumes at W 78th Street & Kerber Boulevard.
To quantify this pattern, StreetLight Origin-Destination (O-D) data was used to estimate the amount of traffic
that utilizes Market Boulevard and Kerber Boulevard route to cut through downtown in both the northbound
and southbound directions. Figure 1 and Figure 2 below describe the breakdown of traffic between Market
Boulevard, W 78th Street, and Kerber Boulevard measured using StreetLight data from 2019 during the AM
Peak (6AM-10AM), PM Peak (3PM-7PM), and Daily (12AM-12AM) periods.
15
7 Downtown Chanhassen Traffic Study
October 2023
Figure 1: Chanhassen Cut-Through Traffic Analysis (Northbound Distribution)
Figure 2: Chanhassen Cut-Through Traffic Analysis (Southbound Distribution)
The O-D data shows that 36 percent of the daily northbound traffic on Market Boulevard continues north
on Kerber Boulevard to cutting through downtown Chanhassen. A similar pattern occurs in the reverse
direction to a lesser degree. 26 percent of daily traffic southbound on Market Boulevard comes from
16
Downtown Chanhassen Traffic Study October 2023 8
southbound Kerber Boulevard. The O-D data confirms that Market Boulevard and Kerber Boulevard are
used as cut-through routes. The cut through traffic pattern is more prominent in the northbound direction
which is likely because southbound traffic experiences higher delays on the southbound approach at TH 5
and Market Boulevard as compared to the reverse westbound to northbound right turn movement.
TRAFFIC FORECASTS
Future traffic was projected throughout the study area to estimate daily and peak hour traffic volumes at
the study intersections for the Design Year (2045). The traffic forecasts consist of two main components:
background growth and planned development traffic.
Background growth associated with local and regional population and employment increases was
determined using projections from the City of Chanhassen and Carver County 2040 Transportation Plans.
The annual growth rate along TH 5 and Powers Boulevard was forecasted at about 0.75 percent. The
annual growth rate along Market Boulevard, Great Plains Boulevard, and W 78th Street were less consistent
and are anticipated to vary between 0 and 0.6 percent. Based on these forecasted traffic volumes, 0.75%
is the recommended growth rate for Powers Boulevard and TH 5, while a 0.5% growth rate is recommended
for Market Boulevard, W 78th Street, and Great Plains Boulevard. These annual growth rates were applied
to Existing (2023) traffic volumes to develop the Future Year (2045) traffic volumes. Refer to Appendix D
for a summary of project annual growth rates.
The City of Chanhassen has several parcels that are planned to redevelop so this study was to also to
consider the impacts of redevelopment. Therefore, the second component of the traffic forecasts accounts
for traffic generated by several specific redevelopments adjacent to study area. Trips generated by
development were estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual
(11th Edition). Refer to Appendix E for additional information on Trip Generation assignments. Below is a
description of the parcels that are anticipated to redevelop:
1. A mid-rise multifamily housing development is proposed for the southeast quadrant of the W 78th
Street & Market Boulevard intersection. The site would be redeveloped from a hotel into 350
residential units and 12,000 square feet of restaurant and retail space. In total this proposed
housing development is anticipated to bring approximately 3,000 daily trips to the study area.
2. Near the Great Plains Boulevard & Market Street intersection, there is an existing parking garage
that was a park-and-ride lot for SouthWest Transit. This park-and-ride lot is no longer served by
regular transit service. This site may be repurposed at some point in the future. For the purposes
of this study, it was assumed that the lot would be redeveloped into a land use like other recent
redevelopment sites in Downtown Chanhassen. The trip generation of a potential redevelopment
of this site was estimated using the trip generation rates for 200 units of mid-rise multifamily housing
and 6,000 square feet of retail/restaurant space.
3. There is also redevelopment near the Chanhassen City Hall. The City of Chanhassen has proposed
a concept for a civic campus adjacent to City Hall. This plan includes the addition of a park,
recreational areas, a performance space, and a new City Hall building which will include a senior
center. The entering and exiting volumes on the north leg of the W 78th Street and Market Boulevard
intersection and the west leg of the Kerber Boulevard and North City Center Drive intersection have
been increased by 10% in addition to the background growth to account for the increased volume
due to redevelopment of this site.
17
9 Downtown Chanhassen Traffic Study
October 2023
The background growth rates were applied to the Existing (2023) traffic volumes. Exhibit 4A and Exhibit
4B summarize assignment of total trips generated by development within the study area. Expected traffic
growth from the redevelopment was added in addition to these growth rates to develop the Future Year
(2045) volumes. Future Year (2045) traffic volumes are summarized in Exhibit 5A and Exhibit 5B.
NO BUILD CONDITIONS ANALYSIS
Using the forecasted volumes, a capacity analysis for the AM and PM peak hours was performed using the
Synchro/SimTraffic to determine the anticipated operating service level of the study intersections for the
Future Year (2045) No Build conditions. The roadway geometry, lane configurations, and traffic control at
study intersections remained unchanged from existing conditions. The cycle length and signal phasing were
not changed from existing conditions.
FUTURE YEAR (20 4 5) NO BUILD TRAFFIC OPERATIONS
No Build results of the level of service and delay analysis for the study intersections are summarized in
Table 4 below. The SimTraffic reports are included in Appendix C.
Table 4: Future Year (2045) No Build Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
W 78th
Street &
Powers
Boulevard
Signal
EB D (41.7) D (48.9) A (5.5)
B (19.1)
D (40.2) D (42.3) A (7.8)
C (24.4)
WB D (38.2) C (24.9) A (5.6) D (37.4) D (35.8) A (8.2)
NB D (53.3) B (15.9) A (3.2) D (43.8) C (25.7) A (6.7)
SB D (47.7) B (10.6) A (1.8) D (46.0) B (17.2) A (3.0)
W 78th
Street &
West Target
Entrance
Signal
EB A (5.6) A (3.1) A (2.0)
A (4.2)
B (11.0) A (8.1) A (3.6)
A (9.5)
WB A (5.9) A (3.7) A (1.7) B (11.5) A (9.0) A (3.8)
NB B (15.5) A (3.1) C (22.2) B (17.4) A (5.2)
SB C (20.3) B (14.6) A (3.7) B (19.3) B (19.6) A (5.3)
W 78th
Street &
East Target
Entrance
Side
Street
Stop
EB A (4.0) A (0.7) A (0.8)
- (-)
A (5.1) A (1.5) A (1.4)
- (-)
WB A (4.2) A (1.3) A (1.1) A (6.8) A (1.8) A (1.8)
NB A (8.5) B (10.3) A (3.7) C (17.4) C (18.2) A (7.1)
SB A (6.9) A (7.7) A (3.6) C (16.2) C (15.6) A (5.4)
W 78th
Street &
Kerber
Boulevard
Signal
EB B (10.3) A (6.6) A (3.5)
B (11.4)
B (14.5) A (7.7) A (4.5)
B (12.2)
WB A (9.6) A (7.3) A (4.7) B (10.8) B (10.3) A (8.0)
NB B (16.0) C (22.3) A (4.6) C (24.0) C (23.5) A (5.3)
SB C (28.8) B (13.2) A (3.9) C (33.3) B (19.2) A (4.8)
Kerber
Boulevard
& N City
Center
Drive
Side
Street
Stop
EB A (7.0) A (4.1)
- (-)
A (6.8) A (9.6) A (3.3)
- (-)
WB A (5.3) A (2.4) A (7.3) A (4.4)
NB A (2.8) A (1.0) A (0.8) A (2.3) A (1.2) A (0.7)
SB A (1.8) A (0.2) A (0.3) A (2.3) A (0.3) A (0.5)
18
Downtown Chanhassen Traffic Study October 2023 10
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
W 78th
Street &
Market
Boulevard
Signal
EB B (10.4) B (11.7) A (4.1)
A (9.6)
B (13.4) B (16.9) A (5.5)
B (16.6)
WB A (9.9) A (6.0) A (3.1) B (16.5) A (9.7) A (6.2)
NB C (21.4) B (15.2) A (6.9) D (39.9) B (18.6) B (10.7)
SB C (26.2) B (14.8) A (4.3) C (29.1) B (18.2) A (8.2)
Market
Boulevard
& Market
Square
North
Driveway
Side
Street
Stop
EB B (10.5) A (4.6)
- (-)
E (39.1) E (37.4) B (11.0)
- (-)
WB A (9.8) B (10.7) D (27.9) C (23.8) B (12.3)
NB A (3.9) A (0.8) A (0.4) A (6.4) A (2.5) A (0.5)
SB A (4.0) A (0.9) A (0.5) A (4.9) A (1.6) A (0.8)
Market
Boulevard
& Market
Street
Side
Street
Stop
EB A (7.3) A (4.8)
- (-)
D (25.7) D (32.9) A (7.7)
- (-)
WB B (11.0) A (5.9) D (33.7) C (15.6)
NB A (3.8) A (1.8) A (1.4) A (6.7) A (2.8) A (1.4)
SB A (4.0) A (0.7) A (0.3) A (6.2) A (1.3) A (0.7)
Market
Boulevard
& W 79th
Street
Side
Street
Stop
EB
- (-)
- (-)
WB B (12.3) A (2.9) F (100+) F (100+)
NB A (3.8) A (3.5) A (7.4) A (6.6)
SB A (6.0) A (0.5) C (16.7) C (19.3)
Arboretum
Boulevard
& Market
Boulevard
Signal
EB F (100+) D (35.7) B (13.9)
D (54.3)
F (100+) F (87.1) D (42.9)
F (100+)
WB E (75.1) B (11.9) A (9.1) F (91.7) F (86.5) D (38.6)
NB F (100+) F (100+) B (12.6) F (100+) F (100+) C (31.3)
SB F (92.2) F (87.6) A (2.2) F (100+) F (100+) A (6.0)
W 78th
Street &
Laredo
Boulevard
Signal
EB A (8.6) A (7.1) A (4.9)
A (9.8)
B (10.1) A (9.2) A (6.4)
A (9.8)
WB A (7.7) A (7.2) A (2.8) B (10.1) A (5.7) A (4.1)
NB C (24.1) C (23.9) B (12.0) C (28.4) C (23.8) B (13.6)
SB C (23.8) B (17.7) A (5.5) C (27.8) C (30.2) A (7.4)
W 78th
Street &
Retail
Entrance
Side
Street
Stop
EB A (3.5) A (1.3) A (0.9)
- (-)
A (6.1) A (2.1) A (1.5)
- (-)
WB A (5.1) A (1.0) A (1.1) A (5.4) A (1.4) A (1.0)
NB A (9.5) A (4.4) C (17.6) A (8.4)
SB B (12.0) A (3.4) C (18.7) A (3.7)
Great Plains
Boulevard
& W 78th
Street
Signal
EB
B (10.2)
B (15.0)
WB B (16.2) A (5.3) C (22.3) A (7.1)
NB B (11.2) A (2.2) C (22.4) A (7.0)
SB B (14.3) B (12.7) B (17.9) B (17.8)
19
11 Downtown Chanhassen Traffic Study
October 2023
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
Great Plains
Boulevard
& Market
Street
Side
Street
Stop
EB A (7.5) A (3.3)
- (-)
B (14.4) A (4.4)
- (-)
WB A (7.7) A (3.6) B (13.5) B (11.6) A (6.0)
NB A (2.7) A (0.4) A (0.2) A (3.3) A (0.4) A (0.2)
SB A (3.9) A (1.4) A (1.3) A (4.5) A (1.2) A (1.1)
Great Plains
Boulevard
& W 79th
Street
(North)
Side
Street
Stop
EB A (8.6) B (10.3) A (3.5)
- (-)
B (12.3) A (4.6)
- (-)
WB B (11.0) A (3.3) C (15.6) C (15.5) A (3.5)
NB A (1.8) A (0.4) A (0.2) A (0.7) A (0.2)
SB A (3.8) A (0.4) A (0.2) A (4.4) A (0.8) A (0.2)
Great Plains
Bouleverard
& W 79th
Street
(South)
Side
Street
Stop
EB F (53.7) D (25.9) E (38.7)
- (-)
F (100+) F (100+) F (100+)
- (-)
WB E (39.5) F (100+) F (100+) F (100+)
NB C (17.9) A (6.5) A (5.4) E (45.4) C (21.9) C (20.6)
SB A (4.5) A (2.4) A (0.3) C (18.8) A (8.7) A (0.7)
Arboretum
Boulevard
& Great
Plains
Boulevard
Signal
EB F (100+) C (23.7) B (13.9)
C (33.8)
F (100+) C (33.7) B (14.7)
F (100+)
WB F (100+) C (21.6) A (5.4) F (100+) F (100+) E (67.3)
NB E (74.6) F (100+) E (59.2) E (71.8) F (100+) E (56.3)
SB F (100+) E (65.0) C (21.1) F (100+) F (87.8) E (63.8)
Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red)
Based on the Future Year (2045) No Build capacity analysis, the signalized intersections are projected to
operate at LOS C or better in the AM and PM peak hour, except for the two intersections along TH 5. This
is consistent with Existing Conditions. The eastbound left turn and through movement at Market Boulevard
& Market Square North Drive are the two unsignalized movements that operate worse than LOS D, that
aren’t directly impacted by queues from an adjacent signalized intersection. Both movements are
anticipated to operate at just above the LOS E threshold.
The southbound approach at the intersection of TH 5 & Market Boulevard is projected to have a 95th
percentile queue that extends past the upstream intersection of Market Boulevard & W 79th Street by 300
feet during the PM peak hour. This creates high delays for the westbound left and right turn (both are
projected to operate at LOS F) at Market Boulevard and W 79th Street as queues block vehicles from
heading south on Market Boulevard during the PM peak hour. The intersection of TH 5 & Great Plains
Boulevard also has a southbound queue that extends through an upstream intersection. The 95th percentile
queue for this approach extends past W 79th Street by 140 feet in the AM peak hour and 130 feet in the PM
peak hour. Multiple movements at the intersection of Great Plains Boulevard & W 79th Street operate at
LOS E or LOS F in the AM and PM peak hour because they are blocked by queues for some portion of the
peak hour.
20
Downtown Chanhassen Traffic Study October 2023 12
BUILD CONDITIONS ANALYSIS
The build analysis is separated into four sections. Each section summarizes an analysis for build
alternatives in different sections of the study area. The build alternatives analysis focused on the following
and the detail involved was dependent on the purpose of the analysis:
1. On Market Boulevard, two different alternatives were analyzed to inform the preliminary design of
Market Boulevard for the Market Boulevard Improvements Project. This project is expected to begin
construction in 2024. Potential intersection control alternatives were also evaluated at the
intersection Market Boulevard & W 78th Street.
2. Several other improvement concepts for the study area were analyzed at a higher level to inform
long term planning decisions made by the City of Chanhassen that include:
• A through lane reduction was analyzed along W 78th Street and Great Plains Boulevard to
understand the potential impacts of improving the transportation system to better align with
the context of downtown as it redevelops to allow for incorporation of completed street
elements (e.g., addition of missing sidewalks, shorter pedestrian crossing, bulb-outs, on-
street parking, etc.) that better serve non-motorized users and the redevelop parcels.
• Potential solutions to improve traffic issues at the TH 5 and Market Boulevard and Great
Plain Boulevard intersections were reviewed.
• A high-level access management and road network connectivity improvements were
evaluated to improve mobility to and from businesses W 79th Street.
MARKET BOULEVARD IMPROVEMENTS
3 -LANE AND 5 -LANE MARKET BOULEVARD ALTERNATIVES
Two different alternatives were analyzed on Market Boulevard between W 79th Street and W 78th Street.
One alternative was a 3-lane divided roadway with dedicated left turn lanes, and right turn lanes where
feasible throughout the corridor. The second alternative was a 5-Lane undivided roadway with dedicated
left turn lanes and no right turn lanes. The access to the Walgreens north of W 79th Street is converted to
right-in/right-out only in both concepts. Concept drawings for both alternatives are included in Appendix F.
Both 3-Lane and 5-Lane build options were analyzed in Synchro/Simtraffic using Future Year (2045) traffic
volumes. No changes were made to traffic control. For study intersections impacted by these improvement
concepts, delay and LOS results for the 3-Lane alternative and the 5-lane alternative are summarized in
Table 5 and Table 6, respectively. The SimTraffic reports are included in Appendix C.
Both the 3-Lane Build and 5-Lane Build study area intersections are projected to operate similarly to the
No Build Conditions. Several movements at Market Boulevard and Market Street have slightly higher delays
in the 3-Lane alternative in the PM peak hour. However, the eastbound left turn delay at Market Boulevard
& Market Square North Driveway is only higher than No Build by 6 seconds per vehicle and is still within a
reasonable range for a side street movement at a side street stop control intersection. The eastbound
through movements at Market Boulevard & Market Square North Driveway and the westbound left turn
movement at Market Boulevard & Market Street also operate at LOS E or F in the PM peak hour, but these
movement are projected to be less than 10 vehicles in the PM peak hour in 2045.
After analyzing the two alternatives, the 3-Lane alternative is recommended. This alternative offers similar
operations along Market Boulevard to the No Build alternative and the 5-lane alternative, without widening
the road. This allows for the enhancement of pedestrian facilities and creation of a meeting with less impact
21
13 Downtown Chanhassen Traffic Study
October 2023
to nearby properties. The 3-Lane alternative also is anticipated to reduce weaving traffic and increases
pedestrian safety by allowing a shorter crossing of Market Boulevard.
As part of the traffic analysis Market Boulevard, on-street parking was evaluated as an addition to the 3-
lane alternative. The 3-lane alternative creates space within the right-of-way that could be used for on-
street parking. However, the establishment of on-street parking is not recommended along Market
Boulevard within the study area at this time. The amount of on-street parking that could be provided within
proposed cross section is minimal due to the proposed turn lanes at intersections. On-street parking can
have traffic calming effects, but the traffic calming effects are most pronounced on roadways with wide
shoulders were on street parking would reduce the width of the traveled way and where on-street parking
would be heavily utilized. It is recommended that efforts to add on-street parking in Downtown Chanhassen
be focused on W 78th Street, where on-street parking could be used to reduce the number of through lanes.
22
Downtown Chanhassen Traffic Study October 2023 14
Table 5: 3-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
W 78th
Street &
Market
Boulevard
Signal
EB A (9.2) B (12.7) A (5.6)
B (10.2)
C (21.0) C (23.3) B (11.7)
C (20.8)
WB B (12.4) A (6.5) A (4.4) C (21.3) B (15.1) A (9.2)
NB C (21.7) B (12.3) A (6.2) D (39.7) B (19.0) B (10.6)
SB C (21.7) B (17.2) A (5.1) C (23.2) C (20.1) B (10.0)
Market
Boulevard
& Market
Square
North
Driveway
Side
Street
Stop
EB B (12.6) A (5.6)
- (-)
E (45.4) F (51.0) B (10.2)
- (-)
WB A (9.8) B (12.3) A (4.4) D (28.4) D (28.2) C (19.4)
NB A (4.1) A (0.8) A (6.2) A (5.7) A (2.7) A (1.6)
SB A (3.0) A (0.8) A (0.7) A (5.8) A (1.3) A (1.1)
Market
Boulevard
& Market
Street
Side
Street
Stop
EB B (10.0) A (4.2)
- (-)
D (33.8) E (37.4) B (13.7)
- (-)
WB B (10.4) A (6.5) E (41.3) A (9.2)
NB A (3.5) A (0.6) A (0.5) D (39.7) B (19.0) B (10.6)
SB A (3.3) A (0.3) A (0.1) C (23.2) C (20.1) B (10.0)
Table 6: 5-Lane Alternative Future Year (2045) Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
W 78th
Street &
Market
Boulevard
Signal
EB B (10.8) B (12.6) A (5.4)
A (9.8)
B (19.0) C (21.1) A (9.8)
B (18.6)
WB B (10.9) A (6.6) A (3.6) C (23.5) B (15.4) B (13.2)
NB C (20.1) B (12.5) A (5.5) C (32.5) B (16.6) A (8.2)
SB B (14.2) B (15.8) A (5.0) C (27.3) B (17.1) A (7.4)
Market
Boulevard
& Market
Square
North
Driveway
Side
Street
Stop
EB B (10.8) A (5.4)
- (-)
D (32.5) E (44.9) A (6.7)
- (-)
WB A (8.2) B (10.5) A (3.6) C (22.1) C (23.9) A (9.3)
NB A (3.8) A (0.5) A (5.5) A (5.5) A (1.0) A (0.5)
SB A (3.1) A (0.8) A (0.7) A (4.7) A (1.1) A (0.9)
Market
Boulevard
& Market
Street
Side
Street
Stop
EB A (9.7) A (3.0)
- (-)
C (22.3) D (27.1) A (7.8)
- (-)
WB B (10.6) A (5.0) C (23.8) B (13.2)
NB A (3.4) A (1.1) A (1.2) C (32.5) B (16.6) A (8.2)
SB A (2.8) A (0.2) A (0.2) C (27.3) B (17.1) A (7.4)
Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red)
23
15 Downtown Chanhassen Traffic Study
October 2023
MARKET BOULEVARD AND W 78 TH STREET INTERSECTION CONTROL
ALTERNATIVES
Intersection control alternatives were also analyzed for the intersection of Market Boulevard & W 78th Street
to inform the design of the Market Boulevard Improvements Project. This intersection is currently signalized,
although a roundabout was considered to understand if a different type of intersection control should be
considered. A single lane roundabout was first analyzed but it did not provide acceptable operations due to
the high northbound left turn movement and at least one approach required an additional lane Therefore,
two multilane roundabouts, a 2-by-1 roundabout and a hybrid single lane roundabout with an exclusive
westbound left turn lane (and associated circulating lane in the roundabout), were analyzed in using RODEL
roundabout analysis software at the 50th and 85th percentile confidence levels using Future Year (2045)
traffic volumes. Conceptual layouts of each roundabout are included in Appendix G. Both roundabout
alternatives were projected to operate at a similar level of service as a traffic signal in the No Build
conditions, which operates at LOS A and B in the AM and PM peak hour, respectively. The RODEL reports
are included in Appendix H. Although both roundabout options would operate similar LOS compared to a
traffic signal at the intersection of Market Boulevard & W 78th Street, it is not recommended due to the
magnitude of right-of-way impacts and a lack of significant operational benefit compared to a traffic signal.
Multi-lane roundabouts also do not provide the same magnitude of safety benefit as a single lane
roundabout, when compared to traditional intersection traffic control.
Table 7: 2 by 1 Roundabout Future Year (2045) Peak Hour LOS Results
Approach
AM PM
50% Confidence 85% Confidence 50% Confidence 85% Confidence
W 78th St (EB) A A A A
W 78th St (WB) A A A A
Market Blvd (NB) A A A C
Market Blvd (SB) A A A A
Table 8: Hybrid Roundabout Future Year (2045) Peak Hour LOS Results
Approach
AM PM
50% Confidence 85% Confidence 50% Confidence 85% Confidence
W 78th St (EB) A A A A
W 78th St (WB) A B B D
Market Blvd (NB) A A B D
Market Blvd (SB) A A A A
OTHER IMPROVEMENT CONCEPTS
W 78 TH STREET AND GREAT P L AINS BOULEVARD
There are no impending improvement projects for the W 78th Street ang Great Plains Boulevard corridors,
beyond those that would be incorporated as part of the Market Boulevard Improvements project at the
Market Boulevard and W 78th Street intersection. To inform long term planning decisions a potential lane
reduction improvement concept was evaluated along W 78th Street and Great Plains Boulevard. The
primary purpose of lane reduction along W 78th Street and Great Plains Boulevard is to optimize the use of
street space to benefit all users in the area and best fit the context of the area. This proposed improvement
along W 78th Street and Great Plains Boulevard would potentially shorten crossing widths for pedestrians
24
Downtown Chanhassen Traffic Study October 2023 16
and reduce weaving traffic along the roadway. Lane reduction would also allow other improvements to be
incorporate such as sidewalk connection where gaps exist, widened sidewalks and/or landscape buffers,
and the ability to add on-street parking with less right of way impacts. To test the feasibility of a lane
reduction on W 78th Street and Great Plains Boulevard, a scenario where a through lane was removed in
each direction from Powers Boulevard to W 79th Street was modeled in Synchro/Simtraffic. The lane
geometry for this scenario is illustrated in Exhibit 6A and Exhibit 6B. The delay and LOS results for the
impacted intersections are summarized in Table 9. The SimTraffic reports are included in Appendix C.
Table 9: Lane Reduction Future Year (2045) Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
W 78th
Street &
Powers
Boulevard
Signal
EB D (43.7) D (48.6) A (6.3)
B (19.0)
D (38.2) D (42.7) A (8.4)
C (25.4)
WB D (40.7) C (25.4) A (5.0) D (36.9) C (33.2) A (8.8)
NB D (49.3) B (15.9) A (3.6) D (46.9) C (25.2) A (7.7)
SB D (47.7) B (10.2) A (1.6) E (60.5) B (17.7) A (3.5)
W 78th
Street &
West
Target
Entrance
Signal
EB A (5.4) A (3.1) A (1.9)
A (4.2)
B (13.3) A (9.3) A (4.3)
B (11.5)
WB A (6.5) A (4.0) A (2.0) B (14.2) B (11.1) A (7.9)
NB B (12.1) A (3.2) C (25.6) C (21.0) A (7.6)
SB B (19.1) B (10.5) A (3.7) C (25.3) C (25.9) A (8.7)
W 78th
Street &
East
Target
Entrance
Side
Street
Stop
EB A (3.7) A (0.9) A (0.6)
- (-)
A (6.0) A (2.0) A (1.5)
- (-)
WB A (4.5) A (1.6) A (1.4) A (7.6) A (2.7) A (2.0)
NB A (8.7) B (11.3) A (4.1) D (32.3) D (26.0) C (15.0)
SB A (8.2) A (9.0) A (3.3) C (23.1) C (23.0) A (9.0)
W 78th
Street &
Kerber
Boulevard
Signal
EB A (9.5) A (7.6) A (4.6)
B (11.2)
B (16.5) B (11.0) A (7.9)
B (14.3)
WB A (9.5) A (7.5) A (3.1) B (14.0) B (14.3) A (6.3)
NB B (17.1) B (17.0) A (4.5) C (21.8) C (24.3) A (8.5)
SB C (26.6) B (17.3) A (3.7) C (33.0) B (19.8) A (6.9)
W 78th
Street &
Market
Boulevard
Signal
EB B (10.7) B (12.8) A (6.1)
B (10.1)
C (20.0) C (21.5) B (10.8)
C (20.2)
WB B (11.7) A (7.0) A (4.4) C (22.7) B (15.5) B (13.0)
NB B (19.7) B (13.4) A (6.2) D (38.9) C (20.3) B (10.5)
SB C (23.9) B (16.8) A (4.6) C (22.5) C (21.9) A (8.6)
W 78th
Street &
Laredo
Boulevard
Signal
EB A (9.5) A (8.0) A (5.1)
B (10.3)
B (13.8) B (10.0) A (7.4)
B (12.3)
WB A (9.5) A (8.0) A (4.6) B (12.0) B (10.3) A (8.1)
NB C (23.3) C (24.1) B (13.4) C (29.3) D (41.2) B (16.8)
SB C (22.5) C (21.2) A (6.8) C (27.4) C (24.6) A (9.0)
W 78th
Street &
Retail
Entrance
Side
Street
Stop
EB A (3.8) A (1.3) A (1.4)
- (-)
A (6.6) A (2.1) A (1.8)
- (-)
WB A (4.7) A (1.1) A (1.1) A (5.9) A (1.7) A (1.7)
NB B (11.4) A (4.1) C (22.6) A (9.6)
SB A (9.8) A (2.7) C (18.7) A (9.4)
25
17 Downtown Chanhassen Traffic Study
October 2023
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
Great
Plains
Boulevard
& W 78th
Street
Signal
EB
B (10.4)
B (15.9)
WB B (17.2) A (5.7) C (25.4) A (9.8)
NB B (13.0) A (2.4) C (21.5) A (4.9)
SB B (13.4) B (12.9) C (20.1) B (17.1)
Great
Plains
Boulevard
& Market
Street
Side
Street
Stop
EB A (7.6) A (3.4)
- (-)
B (12.1) A (6.3)
- (-)
WB A (7.8) A (3.9) B (13.8) B (12.6) A (6.3)
NB A (3.2) A (0.6) A (0.2) A (3.7) A (0.6) A (0.2)
SB A (3.5) A (1.7) A (1.6) A (4.8) A (2.0) A (1.4)
Great
Plains
Boulevard
& W 79th
Street
(North)
Side
Street
Stop
EB A (7.5) A (9.9) A (7.6)
- (-)
B (13.4) C (15.2)
- (-)
WB B (14.9) A (3.1) D (25.3) B (11.9) A (4.1)
NB A (2.9) A (0.5) A (0.2) A (0.7) A (0.3)
SB A (4.3) A (2.7) A (0.5) A (4.5) A (6.0) A (0.6)
Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red)
Based on the capacity analysis, the study intersections are anticipated to operate at LOS C or better in both
peak hours. Overall, the results for the lane reduction concept show minor differences in delay when
compared to the No Build Conditions. The differences in overall intersection delay are at most 4 seconds
per vehicle, which has a minimal impact on the operation of the roadway. The southbound left turn in the
PM peak hour at the intersection of W 78th Street & Powers Boulevard is projected to operate at LOS E.
However, the overall intersection delay only increases by one second compared to the No Build Conditions
results. Reducing through lanes and adding right turn lanes where feasible allows for additional space to
be used to incorporate completed street elements in Downtown Chanhassen that can also provide benefits
in reducing driving speeds in the area, making it safer for people to navigate the downtown area.
TH 5 AND MARKET BOULEVARD & GREAT PLAINS BOULEVARD
INTERSECTION ANALYSIS
There are observed operational issues at the intersections of TH 5 & Market Boulevard and TH 5 & Great
Plains Boulevard. Left turn and side street movements experience high delays, and queueing impacts
adjacent intersection as summarized in the Existing Conditions section. Operations are projected to worsen
in the Future Year (2045) No Build sections, with both intersections operating at LOS F in the PM peak
hour. Significant queueing and high delays are expected to impact traffic entering and exiting Downtown
Chanhassen via TH 5. As part of this study, several conceptual improvement concepts were reviewed to
better understand the scale of improvements necessary to maintain reasonable operation at these two
intersections on TH 5 and lessen the impact on the Market Boulevard and Great Plains Boulevard corridors.
The first improvement considered at the TH 5 intersections involved expanding several single left turn lanes
to dual left turn lanes. This included the eastbound, northbound, and southbound approaches at Market
Boulevard and the westbound and southbound approaches at Great Plains Boulevard. This option is
intended to increase capacity, while limiting right of way impacts. This option was analyzed in
26
Downtown Chanhassen Traffic Study October 2023 18
Synchro/Simtraffic using Future Year (2045) traffic volumes. The delay and LOS results are summarized in
Table 10. The SimTraffic reports are included in Appendix C. In the PM peak hour, the Market Boulevard
intersection operates at LOS E and the Great Plains Boulevard intersection operates at LOS F. There is
less delay at both intersections, but operational issues are projected to continue even with additional turn
lanes. This is not entirely unexpected as the locations where additional turn lanes were added did not have
left turn volumes that were extremely high.
Table 10: TH 5 (Expanded Turn Lanes) – 2045 Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
Arboretum
Boulevard
& Market
Boulevard
Signal
EB F (94.5) D (36.7) B (14.4)
D (45.7)
F (97.5) E (63.0) C (28.4)
E (73.6)
WB E (72.9) B (11.9) A (8.9) F (95.1) F (97.7) C (34.8)
NB F (100+) F (100+) B (13.3) F (80.2) F (100+) B (12.5)
SB E (72.4) F (91.1) A (2.1) E (67.5) E (76.1) A (6.5)
Arboretum
Boulevard
& Great
Plains
Boulevard
Signal
EB F (86.8) C (24.5) B (13.9)
C (31.0)
F (100+) C (23.1) B (14.4)
F (93.7)
WB F (97.7) C (22.1) A (6.3) F (100+) F (100+) F (100+)
NB E (76.7) F (92.6) E (63.9) E (78.8) F (100+) E (61.7)
SB E (73.0) E (65.5) B (19.2) F (87.4) E (74.8) E (58.4)
Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red)
A scenario with an additional westbound lane along TH 5, in addition to expanding the number of turn lanes,
was tested to evaluate the impact of further increasing intersection capacity. The additional westbound lane
on TH 5 was assumed to be an auxiliary lane that is added prior to Great Plains Boulevard and is dropped
at some point after Market Boulevard. There is an existing auxiliary lane in the westbound direction between
Chanhassen Road and Great Plains Boulevard that could be converted to a through lane that would at a
minimum extend through Market Boulevard, and likely to Powers Boulevard. The delay and LOS results for
this concept are summarized in Table 11. The SimTraffic reports are included in Appendix C. The addition
of another westbound through lane, in combination with expanding left turn lanes improved the LOS at both
intersections to D or better. Queueing for this scenario was like the existing condition.
27
19 Downtown Chanhassen Traffic Study
October 2023
Table 11: TH 5 (WB Lane + Turn Lanes) – 2045 Peak Hour Delay and LOS Results
Intersection
Vehicle Delay (LOS)
AM Peak Hour PM Peak Hour
Left* Through Right Overall Left* Through Right Overall
Arboretum
Boulevard
& Market
Boulevard
Signal
EB F (86.4) D (51.0) B (16.7)
D (45.4)
F (100+) C (34.0) B (13.2)
D (39.8)
WB E (64.9) C (30.7) B (12.2) F (80.1) A (9.4) A (6.3)
NB E (72.1) F (90.6) A (5.8) F (99.2) F (100+) A (7.1)
SB E (60.0) E (77.2) A (3.7) E (73.1) F (86.1) A (2.2)
Arboretum
Boulevard
& Great
Plains
Boulevard
Signal
EB F (100+) C (23.4) B (13.2)
D (38.2)
F (93.2) C (22.2) B (13.4)
C (29.3)
WB F (84.6) C (27.1) A (9.6) F (100+) B (18.7) A (5.5)
NB E (76.5) F (92.5) E (56.2) E (70.2) F (93.6) E (60.0)
SB F (91.6) E (75.8) D (40.4) E (75.5) E (63.3) B (10.3)
Note: Highlighted cells indicate LOS E (Orange) or LOS F (Red)
Based on the analysis results for these scenarios, to maintain the operations at a similar delay and LOS at
the intersections along TH 5 into 2045 with the projected traffic growth, significant infrastructure
improvements will be necessary. The improvements would likely include both expanding left turn lanes from
single turn lanes to dual turn lanes where possible, and the addition of a westbound through lane at both
intersections. When analyzed independently, the addition of a westbound through lane yields a larger
operational benefit than just the expansion of left turn lanes along TH 5, particularly in the PM Peak Hour.
These improvements were not developed into concept drawings nor were adjacent intersections on TH 5
evaluated as part of this study. A project on the trunk highway system will require input from MnDOT and
a much more robust analysis. MnDOT will likely require that more system-wide approach be taken to
develop such improvements.
W 79 TH STREET ACCESS MANAGEMENT AND CIRCULATION
IMPROVEMEN TS
Access management and circulation improvements were evaluated for the area along W 79th Street
between TH 5 and the railroad. There are several businesses along W 79th Street that generate a significant
amount of traffic. These businesses can currently only be accessed from Great Plains Boulevard or Market
Boulevard via W 79th Street. Existing queuing from TH 5 can make access difficult today and this is
anticipated to become more challenging in the future. The distance between W 79th Street and the
signalized intersections along TH 5 (shorter than 250 feet on both Market Boulevard and Great Plains
Boulevard) also presents a potential safety issue. Three different concepts to create safer and more efficient
access to this area were evaluated. These improvements include:
• Construct a full median or directional median (i.e., pork chop island) at to restrict movements from
W 79th Street onto Market Boulevard or Great Plains Boulevard.
• Realign W 79th Street west of Great Plains Boulevard to align with W 79th Street east of Great Plains
Boulevard (approximately 200 feet north).
• Construct a new connections between W 79th Street to Market Street over the railroad tracks.
These access management concepts are illustrated in Appendix I. Each alternative was evaluated
qualitatively and the benefits and challenges with each alternative are summarized in Table 12.
28
Downtown Chanhassen Traffic Study October 2023 20
Table 12: Access Management Improvement Option Comparison
Location Improvement Benefits Challenges
Market
Boulevard &
W 79th Street
and Great
Plains
Boulevard &
W 79th Street
Convert to Right-
In/Right-Out
• Improve operations and safety at
the W 79th Street intersections with
Market Boulevard and Great Plains
Boulevard.
• May create wayfinding
challenges getting to and from
W 79th Street.
• Some drivers will need to take
longer routes to access W 79th
Street destinations.
Great Plains
Boulevard &
W 79th Street
Realign W 79th
Street so west
intersection aligns
with east
intersection
• Provides additional queuing space
on southbound Great Plains
Boulevard at TH 5.
• More convenient for drivers
continuing onto W 79th Street east
of Great Plains Boulevard.
• Moves more traffic closer to
railroad crossing on Great
Plains Boulevard.
• The realignment would
significantly impact two or
more private properties.
Market Street
and W 79th
Street
Provide a
connection
between Market
Street and W 79th
Street and limit
access to W 79th
Street at Market
Boulevard and
Great Plains
Boulevard
• Allows for additional routes for
traffic to access the businesses
between TH 5 and the railroad
tracks and helps create a grid
network downtown.
• Improves safety and operations at
Market Boulevard and Great Plains
Boulevard and W 79th Street.
• May reduce the impact of potential
wayfinding challenges resulting
from restricting access at W 79th
Street intersections.
• Requires approval of railroad
authority and additional costs.
• Creates an additional railroad
crossing that would need to
be maintained.
CONCLUSIONS
This traffic study was completed to inform the design of the Market Boulevard Improvements project and
provide recommendations for potential long-term improvements to be considered with redevelopment in
Downtown Chanhassen. This study was developed to summarize the intersection operations within the
study area and provide recommendations on the lane configurations, intersections traffic control and access
management based on a review of existing and future 2045 conditions.
Based on the analysis, the following recommendations should be considered for incorporation into the
design of roadway improvements for the Market Boulevard Improvements project and long-term planning
decisions made by the City of Chanhassen:
Market Boulevard Improvements Project:
- Market Boulevard should be reconstructed as a 3-lane roadway with one travel lane in each
direction and dedicated left turn lanes north of W 79th Street. Right turn lanes should be provided
where feasible. The capacity analysis showed the 3-lane cross section operates similarly to the No
Build condition. The access at the Walgreens driveway just north of W 79th Street should be
converted to a right-in/right-out only.
29
21 Downtown Chanhassen Traffic Study
October 2023
- There is significant queuing from TH 5 on Market Boulevard that extends through the W 79th Street
intersection and creates high delays for westbound movements on W 79th Street so limiting access
from W 79th Street to Market Boulevard is recommended. This will require that median be
constructed to convert this intersection to a right-in/right-out.
- The intersection of W 78th Street & Market Boulevard should remain a traffic signal. The traffic
analysis showed that traffic volumes would necessitate the construction of a multilane roundabout
to provide adequate capacity. This increases the potential right-of-way impact and it was
determined that multilane roundabout options would perform similarly to a traffic signal.
Long-Term Improvements:
- A through lane reduction on W 78th Street and Great Plains Boulevard from Powers Boulevard to
W 79th Street should be considered as a part of future projects. The analysis showed that a through
lane could be removed in each direction of W 78th Street and Great Plains Boulevard without
significantly worsening traffic operations along the corridor. This lane reduction will offer additional
space to incorporate completed street elements that will better fit the context of Downtown
Chanhassen.
- To mitigate projected traffic issues at TH 5 & Market Boulevard and TH 5 & Great Plains Boulevard
significant improvements will be required as signal retiming and additional turn lanes alone did not
mitigate anticipated traffic congestion. The City should work with MnDOT to identify improvements
as opportunities arise to develop a plan to improve traffic operations along TH 5 through
Chanhassen.
- Several alternatives that modify access to W 79th Street from Great Plains Boulevard and Market
Boulevard are presented including:
o Limiting access at Great Plains Boulevard & W 79th Street to right-in/right-out.
o Realigning W 79th Street west of Great Plains Boulevard to align with W 79th Street east
of Great Plains Boulevard.
o Constructing a new public road across the railroad tracks between W 79th Street and
Market Boulevard.
The conversion to a right-in/right-out at the current intersection of W 79th Street and Great Plains
Boulevard is the desired outcome and could be implemented along to improve safety and
operations at Great Plains Boulevard. The other two alternatives have additional benefits, although
they have more significant challenges to implement including costs, significant impacts to private
property, and/or an additional crossing of the railroad tracks.
30
Downtown Chanhassen Traffic Study October 2023 22
APPENDICES
Appendix A: Exhibits
Appendix B: Existing Turning Movement Count Data
Appendix C: SimTraffic Reports
Appendix D: Traffic Forecasting
Appendix E: Trip Generation
Appendix F: Market Boulevard Improvement Alternatives
Appendix G: W 78th Street and Market Boulevard Roundabout Concepts
Appendix H: RODEL Reports
Appendix I: Access Management Improvement Concepts
31
Downtown Chanhassen Traffic Study October 2023
APPENDIX A: EXHIBITS
32
NOT TO SCALE
W 78th St
5
EXHIBIT 1
PROJECT SITE LOCATION AND STUDY AREA
LEGEND
Study Intersection
33
NOT TO SCALE
W 78th St
5
EXHIBIT 2A
EXISTING GEOMETRY AND INTERSECTION CONTROL
34
NOT TO SCALE
W 78th St
5
EXHIBIT 2B
EXISTING GEOMETRY AND INTERSECTION CONTROL
35
NOT TO SCALE
W 78th St
5
EXHIBIT 3A
EXISTING YEAR 2023
PEAK HOUR TRAFFIC VOLUMES
LEGEND
Study Intersection
AM (PM) Peak Hour VolumesXX (X X)
36
NOT TO SCALE
W 78th St
5
LEGEND
Study Intersection
AM (PM) Peak Hour VolumesXX (X X)
EXHIBIT 3B
EXISTING YEAR 2023
PEAK HOUR TRAFFIC VOLUMES 37
NOT TO SCALE
W 78th St
5
LEGEND
Study Intersection
AM (PM) Peak Hour VolumesXX (X X)
EXHIBIT 4A
TOTAL TRIP ASSIGNMENT
38
NOT TO SCALE
W 78th St
5
LEGEND
Study Intersection
AM (PM) Peak Hour VolumesXX (X X)
EXHIBIT 4B
TOTAL TRIP ASSIGNMENT
39
NOT TO SCALE
W 78th St
5
LEGEND
Study Intersection
AM (PM) Peak Hour VolumesXX (X X)
EXHIBIT 5A
FUTURE YEAR 2045
PEAK HOUR TRAFFIC VOLUMES 40
NOT TO SCALE
W 78th St
5
LEGEND
Study Intersection
AM (PM) Peak Hour VolumesXX (X X)
EXHIBIT 5B
FUTURE YEAR 2045
PEAK HOUR TRAFFIC VOLUMES 41
NOT TO SCALE
W 78th St
5
EXHIBIT 6A
W 78TH STREET
LANE REDUCTION GEOMETRY AND INTERSECTION CONTROL 42
NOT TO SCALE
W 78th St
5
LEGEND
Study Intersections
Existing Signal Control
Existing Stop Control
EXHIBIT 6B
W 78TH STREET
LANE REDUCTION GEOMETRY AND INTERSECTION CONTROL 43
Downtown Chanhassen Traffic Study October 2023
APPENDIX B: EXISTING TURNING MOVEMENT COUNT DATA
44
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 1Turning Movement DataStart TimeArboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM41500019018000180110022000024112:15 AM41010015016400201100023020054212:30 AM012000120700070000005030082712:45 AM1700080101001110000120000222Hourly Total9441005405150056221005120500171321:00 AM1100001101000010000000210003241:15 AM270009071008001001001001191:30 AM0380003811100012000000101002521:45 AM1110001208000800000000000020Hourly Total46600070136100380010013120061152:00 AM011000110830011000000100001232:15 AM01000010041005000000102003182:30 AM26000801100011010001000000202:45 AM110000110111001201000100100125Hourly Total3370004003450039020002203005863:00 AM01000010061007000000400004213:15 AM11200013070007100001101002233:30 AM019000190830011000000101002323:45 AM114100160160001600000000000032Hourly Total25510058037400411000016020081084:00 AM1210002201200012000000400004384:15 AM4250002901130014001001311005494:30 AM1400004112020023010001502007724:45 AM142000437365004801000142100799Hourly Total7128000135879100097021003163400232585:00 AM34800051350300561000014120071155:15 AM192101942766008400100153400121915:30 AM1111200114292400981010023120062205:45 AM2116500123485900981330077240013241Hourly Total736780138211303220033633500111971200387676:00 AM218450019128550092303006120500173066:15 AM2212800222795100011222200684700193596:30 AM724713002672140161015952200992500164516:45 AM62772000303101832800221640001019540028562Hourly Total179204600983215035910584168700314811210080167845
7:00 AM14327230036441263001160812110031171601245797:15 AM12344600362132152300251105800233581200556917:30 AM14404190043713229430028511138003229111802588127:45 AM1844830004961728134003321171200303610151062920Hourly Total58152378001659478511300110284037390011611730511319930028:00 AM32394160044215200391025520121800503581500588058:15 AM43326380040716236440029621201600573991700658258:30 AM41332200039317243461030716197004228101201507928:45 AM1129620003272030140003611121270059511290072819Hourly Total127134894001569689801692012196872680020815339530124532419:00 AM1529021003262220636002642893300703512700547149:15 AM102692000299212124000273221416005232121300576819:30 AM132591600288142243600274181121005031191000606729:45 AM18291200032920212511028414131500424319170079734Hourly Total561109770012427785416310109582478500214141624700250280110:00 AM1027215002972019036002461615230054461432009268910:15 AM1625319002881019844002522418160058311124006666410:30 AM2027223003151523751013032120160057441614007474910:45 AM19252220029326232911035020154400794017230080802Hourly Total651049790011937185722211115181689900248161589300312290411:00 AM1723821002761423663003132124270072381114006372411:15 AM1825619002932222981003321515270057542113008877011:30 AM202971700334222459300360201619005559922019083911:45 AM2226734003232024310600369212217006062192800109861Hourly Total771058910012267895334300137477779000244213607701350319412:00 PM34249240030721217930033121203100726020300011082012:15 PM19279270032515285970039713232600627318310012290612:30 PM23252250030014304880040620121900516826320012688312:45 PM262262400276252757701377241930007364342402122848Hourly Total1021006100001208751081355011511787410600258265981170248034571:00 PM1824217002772421478013161721250063591631001067621:15 PM1525122002882626163103511921260066691630001158201:30 PM1426521003001925361003332223180063512830001098051:45 PM12232180126231240590033020222300655818220098755Hourly Total599907801112710096826111133078879200257237781130042831422:00 PM152461701278192536700339211721005957171800927682:15 PM132661600295262807000376171317004739152800828002:30 PM133242200359183075300378261319005855162300948892:45 PM22285250033228292810040121232300673823190080880Hourly Total631121800112649111322710014948566800023118971880034833373:00 PM282741800320252825100358161719005252231700928223:15 PM113332100365223177400413112017004835211500718973:30 PM162862400326453417110458352318007644151900789383:45 PM1833025003735334282004772431240079763435001451074Hourly Total7312238800138414512822781017068691780025520793860038637314:00 PM10370250040531382681048232284000100522519009610834:15 PM15359270040129426850054041323400107472516008811364:30 PM1834430003923243077005393821370096441830009211194:45 PM21320270036837443670054736937008246181700811078Hourly Total6413931090015661291681297102108147901480038518986820035744165:00 PM2136129004113343688005573621400097401623027911445:15 PM19364210040435448891057325203000754422330199115146
5:30 PM203082400352342748810397261926007145172100839035:45 PM4028324003471938110500505291817006455151901891005Hourly Total1001316980015141211539370202032116781130030718470960435042036:00 PM3731124013722141194005261514340063422025018710486:15 PM182151802251233658402472222023026549122300848726:30 PM102011700228373025300392132125005945212101877666:45 PM5200201022618290590036719182000573625240185735Hourly Total709277913107799136829002175769731020224417278930334334217:00 PM101901500215192605400333261721006453142401917037:15 PM141741400202192236100303171629006245132000786457:30 PM121521200176211947700292151419004840141800725887:45 PM14150140017817198330024814121700435011190080549Hourly Total506665500771768752250011767259860021718852810132124858:00 PM12165170019491873500231101617004341102400755438:15 PM12172100019428172290022951524004434141700655328:30 PM1314670016616145241018676230036395900534418:45 PM111539001739158330020078240039186100034446Hourly Total48636430072762662121108462945880016213235600022719629:00 PM2118910130713226101661322000354052000653969:15 PM61327001459122230215495900232761100443669:30 PM18490094511813001369690024216500322869:45 PM56650076711611001344440012153100028250Hourly Total1440030104452848873125903517420094103204600169129810:00 PM8715108506512007715600121237002219610:15 PM15220055170800792230072218003117210:30 PM0511005215413006805200753323007920610:45 PM14700048048900570070078952100115227Hourly Total102218102402237420028131218003317612590024780111:00 PM56400069038300410120034300004315611:15 PM04810049338300440110021500001511011:30 PM02510026131200340000006000066611:45 PM215000170195002401100240000447Hourly Total71522001614126130014303400768000068379Grand Total1092177551245362009513141697737291282203211681013135302353430019641291115525750918Approach %5.488.46.20.0--6.077.116.90.1--33.128.738.30.0--57.118.324.60.0---Total %2.134.92.40.0-39.52.633.37.30.0-43.32.32.02.70.0-6.95.91.92.50.0-10.3-Lights10761718412323-19495129916451368712-214491158100313350-3496297095212731-519649636% Lights98.596.899.0100.0-97.098.996.998.9100.0-97.499.199.098.7--98.999.098.898.6100.0-98.897.5Buses94100-5004360-490500-595110-25129% Buses0.80.20.00.0-0.20.00.30.20.0-0.20.00.50.0--0.10.30.50.90.0-0.50.3Trucks7530130-55015483350-533104180-3222570-341149% Trucks0.63.01.00.0-2.71.12.80.90.0-2.40.90.41.3--0.90.70.50.50.0-0.62.3Bicycles on Road0000-00010-10100-10200-24% Bicycles onRoad0.00.00.00.0-0.00.00.00.00.0-0.00.00.10.0--0.00.00.20.00.0-0.00.0Bicycles onCrosswalk----3-----1-----2-----7--% Bicycles onCrosswalk----50.0-----12.5-----100.0-----46.7--Pedestrians----3-----7-----0-----8--% Pedestrians----50.0-----87.5-----0.0-----53.3--47
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 405/31/2023 12:00 AMEnding At06/01/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal5767519610963202545463480224000583552571109212739522970101159007522000200000001512919643001115RTLUP22121
0
0
570
50
21501
Out
22032
0
1
533
49
21449
In
44153
0
1
1103
99
42950
Total
Arboretum Blvd [WB]
R
3729
0
1
35
6
3687
T
16977
0
0
483
43
16451
L
1314
0
0
15
0
1299
U
12
0
0
0
0
12
P
8
8
0
0
0
0
3483349669795510333265213000352335347057OutInTotalGreat Plains Blvd [NB]ULTRP01158100313350005000104180001000000201168101313532Arboretum Blvd [EB]Total3838010410500039534In19495505500020095Out18885545000019439300003U107697001092L17184415300017755T1232013001245R000066PTurning Movement Data Plot48
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 5Turning Movement Peak Hour Data (7:30 AM)Start TimeArboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM14404190043713229430028511138003229111802588127:45 AM18448300049617281340033211712003036101510629208:00 AM32394160044215200391025520121800503581500588058:15 AM4332638004071623644002962120160057399170065825Total107157210300178261946160101168635254001691393865122433362Approach %6.088.25.80.0--5.281.013.70.1--37.330.832.00.0--57.215.626.70.4---Total %3.246.83.10.0-53.01.828.14.80.0-34.71.91.51.60.0-5.04.11.11.90.0-7.2-PHF0.6220.8770.6780.000-0.8980.8970.8420.9090.250-0.8800.7500.6500.7500.000-0.7410.8910.8640.9030.250-0.9350.914Lights10615391010-1746578981571-11136151520-16413435621-2323255% Lights99.197.998.1--98.093.494.998.1100.0-95.396.898.196.3--97.096.492.195.4100.0-95.596.8Buses1300-40800-80100-12120-518% Buses0.90.20.0--0.20.00.80.00.0-0.70.01.90.0--0.61.42.63.10.0-2.10.5Trucks03020-3244020-462020-43110-587% Trucks0.01.91.9--1.86.64.21.30.0-3.93.20.03.7--2.42.22.61.50.0-2.12.6Bicycles on Road0000-00010-10000-00100-12% Bicycles onRoad0.00.00.0--0.00.00.00.60.0-0.10.00.00.0--0.00.02.60.00.0-0.40.1Bicycles onCrosswalk----0-----0-----0-----2--% Bicycles onCrosswalk----------------------100.0--Pedestrians----0-----0-----0-----0--% Pedestrians----------------------0.0--49
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 6Peak Hour Data05/31/2023 7:30 AMEnding At05/31/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal31523254725725711200032024356362351341021200113000100000002653813912RTLUP1766
0
0
35
5
1726
Out
1168
0
1
46
8
1113
In
2934
0
1
81
13
2839
Total
Arboretum Blvd [WB]
R
160
0
1
2
0
157
T
946
0
0
40
8
898
L
61
0
0
4
0
57
U
1
0
0
0
0
1
P
0
0
0
0
0
0
1931643571127411101000202169371OutInTotalGreat Plains Blvd [NB]ULTRP061515200010002020000000000006352540Arboretum Blvd [EB]Total27671475002856In1746432001782Out10211043001074000000U1061000107L1539330001572T1010200103R000000PTurning Movement Peak Hour Data Plot (7:30 AM)50
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 7Turning Movement Peak Hour Data (4:30 PM)Start TimeArboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM1834430003923243077005393821370096441830009211194:45 PM213202700368374436700547369370082461817008110785:00 PM2136129004113343688005573621400097401623027911445:15 PM193642100404354488910573252030007544223301991151Total7913891070015751371757321102216135711440035017474103033514492Approach %5.088.26.80.0--6.279.314.50.0--38.620.341.10.0--49.621.129.30.0---Total %1.830.92.40.0-35.13.039.17.10.0-49.33.01.63.20.0-7.83.91.62.30.0-7.8-PHF0.9400.9540.8920.000-0.9580.9260.9800.9020.250-0.9670.8880.8450.9000.000-0.9020.9460.8410.7800.000-0.8860.976Lights7913681070-155413717453211-2204135701440-349173731030-3494456% Lights100.098.5100.0--98.7100.099.3100.0100.0-99.5100.098.6100.0--99.799.498.6100.0--99.499.2Buses0200-20000-00000-01000-13% Buses0.00.10.0--0.10.00.00.00.0-0.00.00.00.0--0.00.60.00.0--0.30.1Trucks01900-1901200-120100-10000-032% Trucks0.01.40.0--1.20.00.70.00.0-0.50.01.40.0--0.30.00.00.0--0.00.7Bicycles on Road0000-00000-00000-00100-11% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.01.40.0--0.30.0Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----------------------33.3--Pedestrians----0-----0-----0-----2--% Pedestrians----------------------66.7--51
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Great PlainsBlvdSite Code:Start Date: 05/31/2023Page No: 8Peak Hour Data05/31/2023 4:30 PMEnding At05/31/2023 5:30 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal4703498190111010110004713518221037317300001000000001000000031037417403RTLUP1708
0
0
19
3
1686
Out
2216
0
0
12
0
2204
In
3924
0
0
31
3
3890
Total
Arboretum Blvd [WB]
R
321
0
0
0
0
321
T
1757
0
0
12
0
1745
L
137
0
0
0
0
137
U
1
0
0
0
0
1
P
0
0
0
0
0
0
317349666000011101000318350668OutInTotalGreat Plains Blvd [NB]ULTRP0135701440000000010000000000000135711440Arboretum Blvd [EB]Total3537231003570In1554219001575Out1983012001995000000U79000079L1368219001389T1070000107R000000PTurning Movement Peak Hour Data Plot (4:30 PM)52
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 1Turning Movement DataStart TimeArboretum BlvdArboretum BlvdMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM01510016216000184120072200044512:15 AM1920012214300193230083210064512:30 AM0102001217200100110021210042812:45 AM011002190001030300633100725Hourly Total13560042646500571049002399300211431:00 AM19000100820010202004100001251:15 AM072009350008002002000000191:30 AM030003192001252350042010001581:45 AM17000825100831500902100328Hourly Total22620030627500381034400571310051302:00 AM080008071008003003000000192:15 AM01030013221005021003001001222:30 AM04000401010011113005020002222:45 AM1910011480001200000020000225Hourly Total13140036627300361370011221005883:00 AM162009033006003003101002203:15 AM1820011072009024006121004303:30 AM01800018441009100001111003313:45 AM113200162122001623300800000040Hourly Total3456005462680040351000183330091214:00 AM118200213810012212005200002404:15 AM0250002521000012124007020002464:30 AM13900040221000233350011010001754:45 AM0388004692810038324009261009102Hourly Total212010001321667200859815003249100142635:00 AM045600517376005012600927100101205:15 AM2771000891565200822010001237400141975:30 AM61061900131117830092917001764300132535:45 AM311024001379767009296800232630011263Hourly Total11338590040842256180031621931006113241100488336:00 AM21711900192157260193746001789500223246:15 AM2201340023711862009911141100361418200344066:30 AM623419002591812560014925122700641011800295016:45 AM72752400306121706001882526330084141580137615Hourly Total1788196009945645320015296856770020146532301122184653
7:00 AM3275241030320120600146294050001191818701436117:15 AM10299480035729197700233504840001382225400517797:30 AM153123200359362241100271395380001722129502558577:45 AM1534544004042425321002985454117002252630120068995Hourly Total43123114810142310979445009481721952870065487102280321732428:00 AM2234845004153619810012444439690015220261600628738:15 AM1535445004142921520002643963720017424401300779298:30 AM1133039003803222421002773643560013521271201608528:45 AM232735900355262563402316495241011421641160073886Hourly Total711305188001564123893850311011681972380160381134570127235409:00 AM2425673003532619820012445155400114630371200798229:15 AM202484100309231912500239343527009624331500727169:30 AM2421731102732820816002524053460013928291300707349:45 AM302632902322161833500234344343001202135140070746Hourly Total98984174121257937809601969159186156015011031345400291301810:00 AM232342700284401652400229466235001433648180010275810:15 AM1924138012983317133002373240290010126657009873410:30 AM24250320030634202330026942342400100334123009777210:45 AM352313400300262154100282596435001583240240096836Hourly Total101956131011188133753131001017179200123005021271947200393310011:00 AM33207301027126200370126334573810130324716009575911:15 AM371924700276212123800271385360001513147330011180911:30 AM492664100356352194000294387236001463749400012692211:45 AM5224740113404018847012754174290014440583902137896Hourly Total1719121582112431228191620211031512561631057114020112802469338612:00 PM402313400305351824500262426937001484349380013084512:15 PM562483010335412485200341406134001353873480115997012:30 PM432264700316362564700339487039011573977440016097212:45 PM3420639002793124743003214348260011733775600166883Hourly Total173911150101235143933187001263173248136015571532761860161536701:00 PM29202390027028225380029136602700123435543001418251:15 PM25227351028833252460033144632600133426030001328841:30 PM27221411029031233410030536603000126414037001188391:45 PM3019132002533523543003132644350010531472900107778Hourly Total111841147201101127945168001240142227118004871572021390049833262:00 PM22197430026241222510031437653300135386029001278382:15 PM27212220026142294420037845633200140366733001369152:30 PM352524100328322774901358567864001983578310014410282:45 PM33246350031453284510038851754800174357029001341010Hourly Total1179071410011651681077193011438189281177006471442751220054137913:00 PM33244480032546240350032135625500152357439011489463:15 PM20270530034347294450038644574200143305243001259973:30 PM292334400306473016200410617952001923170420014310513:45 PM42271840039768306270040145625301160425629001271085Hourly Total12410182290013712081141169001518185260202016471382521530154340794:00 PM253027800405623585000470567155001823592450017212294:15 PM373224600405373904400471668347001964469270014012124:30 PM352835000368693755000494596556001804686230015511974:45 PM41270590037052397580050747736700187366840011441208Hourly Total13811772330015482201520202001942228292225007451613151350161148465:00 PM4330671104214940162015126085540019941107320118013125:15 PM2829759203864938661004966298630222350714200163126854
5:30 PM472624300352583755200485658250001973882420016211965:45 PM36275570036859340470044660755300188258240001471149Hourly Total15411402303015272151502222011939247340220028071543421560165249256:00 PM302633000323443914100476678557102103884390116111706:15 PM25175340023425339420040665733600174426629021379516:30 PM32187490026833284320134961442300128235244111208656:45 PM3416341002383225446013325964290015228533002111833Hourly Total1217881540010631341268161021563252266145106641312551421652938197:00 PM21168410023030228330029141503100122378937001638067:15 PM241323100187332103300276323629009721422800916517:30 PM2313637101973117426002313139150085266227001156287:45 PM161282700171271812100229314127009932532500110609Hourly Total8456413610785121793113001027135166102004031162461170047926948:00 PM15137240017616175280121932422700101235821001025988:15 PM191422900190191891700225313630009722492400956078:30 PM1811021001492512415001644431380011318361900734998:45 PM10135420018726150100018634212200771633200069519Hourly Total62524116007028663870017941411301170038879176840033922239:00 PM7107310014518135700160251717005914281700594239:15 PM9993000138151151800148221813005330291700764159:30 PM766300010371081900134159600301018500333009:45 PM460120276111101100132912110232616130035275Hourly Total27332103024625146855005747156470217460915200203141310:00 PM558800717607007414101700418916003321910:15 PM1431300576649007911156003261212003019810:30 PM344100157145980081112300165116002217610:45 PM034410391354400719780024716100033167Hourly Total91793511224402372800305453434001132648440011876011:00 PM5553006343370044641100214105001914711:15 PM24130046532400416530014354001211311:30 PM0176002372211031354001238300148011:45 PM012200141162001932200733300949Hourly Total7125140014617103141013518162000541326150054389Grand Total164815370267012719700224815566216211219977277734382703288920194833721727117704855645Approach %8.478.013.60.1--11.377.910.80.0--31.138.530.30.0--27.647.824.50.0---Total %3.027.64.80.0-35.44.028.03.90.0-35.95.06.24.90.0-16.03.56.13.10.0-12.7-Lights163914907247712-1903521601512321251-194092583340026042-85891910332117101-694253975% Lights99.597.092.8100.0-96.696.197.298.3100.0-97.293.098.996.3100.0-96.398.098.599.0100.0-98.597.0Buses137140-52183890-651714170-4822440-30195% Buses0.10.20.50.0-0.30.80.20.40.0-0.30.60.40.60.0-0.50.10.70.20.0-0.40.4Trucks84261770-61170403280-50117624810-2813625120-731466% Trucks0.52.86.60.0-3.13.12.61.30.0-2.56.30.73.00.0-3.21.80.70.70.0-1.02.6Bicycles on Road0020-20200-21010-20210-39% Bicycles onRoad0.00.00.10.0-0.00.00.00.00.0-0.00.00.00.00.0-0.00.00.10.10.0-0.00.0Bicycles onCrosswalk----0-----1-----0-----4--% Bicycles onCrosswalk----0.0-----8.3-----0.0-----23.5--Pedestrians----7-----11-----8-----13--% Pedestrians----100.0-----91.7-----100.0-----76.5--55
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 405/31/2023 12:00 AMEnding At06/01/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal716569421410724305460731330330007249704814297171033211910104242001225360012000000017172733721948117RTLUP20022
0
1
543
56
19422
Out
19977
0
2
501
65
19409
In
39999
0
3
1044
121
38831
Total
Arboretum Blvd [WB]
R
2162
0
0
28
9
2125
T
15566
0
2
403
38
15123
L
2248
0
0
70
18
2160
U
1
0
0
0
0
1
P
12
12
0
0
0
0
796085891654956481042722815534260008292892017212OutInTotalMarket Blvd [NB]ULTRP2258334002604001714170017624810010100000822777343827038Arboretum Blvd [EB]Total3846311112026039782In19035526112019700Out1942859591402008212000012U163918001648L14907374260015370T247714177202670R000077PTurning Movement Data Plot56
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 5Turning Movement Peak Hour Data (7:30 AM)Start TimeArboretum BlvdArboretum BlvdMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM153123200359362241100271395380001722129502558577:45 AM15345440040424253210029854541170022526301200689958:00 AM2234845004153619810012444439690015220261600628738:15 AM153544500414292152000264396372001742440130077929Total67135916600159212589062011077176209338007239112546022623654Approach %4.285.410.40.0--11.682.65.80.0--24.328.946.70.0--34.747.717.60.0---Total %1.837.24.50.0-43.63.424.41.70.0-29.54.85.79.30.0-19.82.53.41.30.0-7.2-PHF0.7610.9600.9220.000-0.9590.8680.8790.7380.000-0.9040.8150.8290.7220.000-0.8030.8750.7810.7190.000-0.8510.918Lights6713311540-1552114854590-10271491993310-67991115440-2503508% Lights100.097.992.8--97.591.296.095.2--95.484.795.297.9--93.9100.092.095.7--95.496.0Buses0210-35400-92510-80910-1030% Buses0.00.10.6--0.24.00.40.0--0.81.12.40.3--1.10.07.22.2--3.80.8Trucks026110-3763230-4125560-360110-2116% Trucks0.01.96.6--2.34.83.64.8--3.814.22.41.8--5.00.00.82.2--0.83.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----2--% Bicycles onCrosswalk----------0.0-----------100.0--Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0-----------0.0--57
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 6Peak Hour Data05/31/2023 7:30 AMEnding At05/31/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal32525057551015821000000033826260044115910019000110000000000002461259102RTLUP1788
0
0
32
3
1753
Out
1077
0
0
41
9
1027
In
2865
0
0
73
12
2780
Total
Arboretum Blvd [WB]
R
62
0
0
3
0
59
T
890
0
0
32
4
854
L
125
0
0
6
5
114
U
0
0
0
0
0
0
P
1
1
0
0
0
0
3836791062158231836540000004167231139OutInTotalMarket Blvd [NB]ULTRP0149199331002510025560000000000001762093380Arboretum Blvd [EB]Total25991095002704In1552337001592Out1047758001112000000U67000067L1331226001359T15411100166R000000PTurning Movement Peak Hour Data Plot (7:30 AM)58
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 7Turning Movement Peak Hour Data (4:30 PM)Start TimeArboretum BlvdArboretum BlvdMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM352835000368693755000494596556001804686230015511974:45 PM412705900370523975800507477367001873668400114412085:00 PM4330671104214940162015126085540019941107320118013125:15 PM28297592038649386610049662986302223507142001631268Total1471156239301545219155923101200922832124002789173332137026424985Approach %9.574.815.50.2--10.977.611.50.0--28.940.730.40.0--26.951.721.30.0---Total %2.923.24.80.1-31.04.431.34.60.0-40.34.66.44.80.0-15.83.56.72.70.0-12.9-PHF0.8550.9440.8420.375-0.9170.7930.9720.9310.000-0.9810.9190.8190.8960.000-0.8850.8650.7760.8150.000-0.8920.950Lights14711432283-152121815482300-19962253212360-7821713321370-6404939% Lights100.098.995.4100.0-98.499.599.399.6--99.498.7100.098.3--99.198.8100.0100.0--99.799.1Buses0010-10010-12010-30000-05% Buses0.00.00.40.0-0.10.00.00.4--0.00.90.00.4--0.40.00.00.0--0.00.1Trucks013100-2311100-120030-32000-240% Trucks0.01.14.20.0-1.50.50.70.0--0.60.00.01.3--0.41.20.00.0--0.30.8Bicycles on Road0000-00000-01000-10000-01% Bicycles onRoad0.00.00.00.0-0.00.00.00.0--0.00.40.00.0--0.10.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----------0.0-----0.0-----50.0--Pedestrians----0-----1-----2-----1--% Pedestrians----------100.0-----100.0-----50.0--59
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Arboretum Blvd & Market BlvdSite Code:Start Date: 05/31/2023Page No: 8Peak Hour Data05/31/2023 4:30 PMEnding At05/31/2023 5:30 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal69864013381010220000006996421341137332171000000000200000000000213733217302RTLUP1569
0
0
18
1
1550
Out
2009
0
0
12
1
1996
In
3578
0
0
30
2
3546
Total
Arboretum Blvd [WB]
R
231
0
0
0
1
230
T
1559
0
0
11
0
1548
L
219
0
0
1
0
218
U
0
0
0
0
0
0
P
1
1
0
0
0
0
7787821560134113140110007907891579OutInTotalMarket Blvd [NB]ULTRP022532123600201000030010000000202283212402Arboretum Blvd [EB]Total3434334103472In1521123001545Out1913211101927300003U1470000147L1143013001156T22811000239R000000PTurning Movement Peak Hour Data Plot (4:30 PM)60
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeNorth City Center DriveNorth City Center DriveKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM00101130000306150066032100331033:45 PM1010022000020572005933410038101Hourly Total1020135000050118700125366200712044:00 PM20102320101335830064342000451154:15 PM10103250004507850083145000461364:30 PM200012804011207410075149200521414:45 PM3000530000102641006723910142112Hourly Total80201110150507205274100028971753011855045:00 PM11002230003308580093437000411395:15 PM201043300023069110080346210521385:30 PM200012300033194410100148000491545:45 PM2000423000230707007724500047129Hourly Total711011912000101213183010350101762101895606:00 PM30002330002306020062233000351036:15 PM00100100001004812106104110042104*** BREAK ***-------------------------Hourly Total30102430003301081410123274100772076:30 AM00002000001016000722700029366:45 AM0000000000000800080361003745Hourly Total0000200000101140001526310066817:00 AM01000100000007200914100042527:15 AM0100010000201116001805000050697:30 AM0000001000110114001516200063797:45 AM101012000000016600221651006791Hourly Total12101410003114518006432181002222918:00 AM1000110000302234002944610051818:15 AM1020030010310283003103500035708:30 AM0010112010131203002413700038668:45 AM102003300003125300292510005388Hourly Total305028502077496130011371691001773059:00 AM0010010000001212002404300143689:15 AM000000001031111100130230002337Grand Total233130303941080344914100595201116341007111210532257Approach %59.07.733.30.0--83.70.016.30.0--1.390.18.50.2--3.295.61.00.1---Total %1.00.10.60.0-1.71.80.00.40.0-2.20.644.54.20.1-49.41.544.60.50.0-46.7-61
Lights21260-2941080-499988952-109434999111-10452217% Lights91.366.746.2--74.4100.0-100.0--100.064.398.3100.0100.0-98.0100.099.2100.0100.0-99.298.2Buses0000-00000-00800-80100-19% Buses0.00.00.0--0.00.0-0.0--0.00.00.80.00.0-0.70.00.10.00.0-0.10.4Trucks1170-90000-05800-130400-426% Trucks4.333.353.8--23.10.0-0.0--0.035.70.80.00.0-1.20.00.40.00.0-0.41.2Bicycles on Road1000-10000-00100-10300-35% Bicycles onRoad4.30.00.0--2.60.0-0.0--0.00.00.10.00.0-0.10.00.30.00.0-0.30.2Bicycles onCrosswalk----9-----1-----0-----0--% Bicycles onCrosswalk----30.0-----2.9-----------0.0--Pedestrians----21-----33-----0-----2--% Pedestrians----70.0-----97.1-----------100.0--62
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal1018104520638199413235000103710532090119993410010000400003000000021110073412RTLUP132
0
0
1
0
131
Out
49
0
0
0
0
49
In
181
0
0
1
0
180
Total
North City Center Drive [WB
R
8
0
0
0
0
8
T
0
0
0
0
0
0
L
41
0
0
0
0
41
U
0
0
0
0
0
0
P
34
34
0
0
0
0
104810942142189111324314000106311162179OutInTotalKerber Blvd [NB]ULTRP29988950008000580000100000002141005950North City Center Drive [EB]Total490141064In29091039Out20050025000000U21011023L201003T6070013R00003030PTurning Movement Data Plot63
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (5:00 PM)Start TimeNorth City Center DriveNorth City Center DriveKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total5:00 PM11002230003308580093437000411395:15 PM201043300023069110080346210521385:30 PM200012300033194410100148000491545:45 PM2000423000230707007724500047129Total71101191200010121318301035010176210189560Approach %77.811.111.10.0--100.00.00.00.0--0.390.98.60.3--5.393.11.10.5---Total %1.30.20.20.0-1.62.10.00.00.0-2.10.256.85.40.2-62.51.831.40.40.2-33.8-PHF0.8750.2500.2500.000-0.7501.0000.0000.0000.000-1.0000.2500.8460.6820.250-0.8750.6250.9170.2500.250-0.9090.909Lights7100-812000-121317301-3491017421-187556% Lights100.0100.00.0--88.9100.0----100.0100.099.7100.0100.0-99.7100.098.9100.0100.0-98.999.3Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.0----0.00.00.00.00.0-0.00.00.00.00.0-0.00.0Trucks0010-10000-00100-10000-02% Trucks0.00.0100.0--11.10.0----0.00.00.30.00.0-0.30.00.00.00.0-0.00.4Bicycles on Road0000-00000-00000-00200-22% Bicycles onRoad0.00.00.0--0.00.0----0.00.00.00.00.0-0.00.01.10.00.0-1.10.4Bicycles onCrosswalk----7-----1-----0-----0--% Bicycles onCrosswalk----63.6-----10.0--------------Pedestrians----4-----9-----0-----0--% Pedestrians----36.4-----90.0--------------64
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 5:00 PMEnding At05/22/2023 6:00 PMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal325187512000101022000326189515217410100000000000020000000021761010RTLUP41
0
0
0
0
41
Out
12
0
0
0
0
12
In
53
0
0
0
0
53
Total
North City Center Drive [WB
R
0
0
0
0
0
0
T
0
0
0
0
0
0
L
12
0
0
0
0
12
U
0
0
0
0
0
0
P
10
10
0
0
0
0
187349536000112202000190350540OutInTotalKerber Blvd [NB]ULTRP113173000000000100000000000011318300North City Center Drive [EB]Total11010012In801009Out300003000000U700007L100001T001001R00001111PTurning Movement Peak Hour Data Plot (5:00 PM)65
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimeNorth City Center DriveNorth City Center DriveKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM0000001000110114001516200063797:45 AM1010120000000166002216510067918:00 AM1000110000302234002944610051818:15 AM102003001031028300310350003570Total3030261010722781700976208200216321Approach %50.00.050.00.0--50.00.050.00.0--2.180.417.50.0--2.896.30.90.0---Total %0.90.00.90.0-1.90.30.00.30.0-0.60.624.35.30.0-30.21.964.80.60.0-67.3-PHF0.7500.0000.3750.000-0.5000.2500.0000.2500.000-0.5000.2500.6960.7080.000-0.7820.3750.8000.5000.000-0.8060.882Lights1000-11010-2070170-87620720-215305% Lights33.3-0.0--16.7100.0-100.0--100.00.089.7100.0--89.7100.099.5100.0--99.595.0Buses0000-00000-00300-30000-03% Buses0.0-0.0--0.00.0-0.0--0.00.03.80.0--3.10.00.00.0--0.00.9Trucks1030-40000-02400-60100-111% Trucks33.3-100.0--66.70.0-0.0--0.0100.05.10.0--6.20.00.50.0--0.53.4Bicycles on Road1000-10000-00100-10000-02% Bicycles onRoad33.3-0.0--16.70.0-0.0--0.00.01.30.0--1.00.00.00.0--0.00.6Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----0.0--------------Pedestrians----2-----7-----0-----0--% Pedestrians----100.0-----100.0--------------66
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Kerber Blvd & North City Center DrSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal72215287303516202000822162982207600000000100000000000002208600RTLUP23
0
0
0
0
23
Out
2
0
0
0
0
2
In
25
0
0
0
0
25
Total
North City Center Drive [WB
R
1
0
0
0
0
1
T
0
0
0
0
0
0
L
1
0
0
0
0
1
U
0
0
0
0
0
0
P
7
7
0
0
0
0
20887295033461001100021297309OutInTotalKerber Blvd [NB]ULTRP0070170003000240000100000000278170North City Center Drive [EB]Total3061010In104106Out202004000000U101103L000000T003003R000022PTurning Movement Peak Hour Data Plot (7:30 AM)67
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0030031000011400050200021112:15 AM000000000000030003020002512:30 AM100001000000000000010001212:45 AM0000000000000200020000002Hourly Total1030041000011900010050005201:00 AM00000000000001000100000011:15 AM00100100000004000400100161:30 AM10000110000101000100000031:45 AM0000000000000000000000000Hourly Total101002100001060006001001102:00 AM10000100000001000100000022:15 AM00000000000002000200000022:30 AM10000100000000000000000012:45 AM0010010000000200020100014Hourly Total20100300000005000501000193:00 AM10000100000003000300000043:15 AM00100100000000000003000343:30 AM00000010000102000204000473:45 AM1000010010010310040100017Hourly Total201003101002081009080008224:00 AM00001000000000001003000334:15 AM00000010000100000001000124:30 AM00000000001001000105000564:45 AM0000002000020200020400048Hourly Total00001030001303001301300013195:00 AM000000300003220004090009165:15 AM002002000000150006070007155:30 AM00000010000112100401010011165:45 AM00000010000119000100121001324Hourly Total0020025000055181002403820040716:00 AM20000200000015000601900019276:15 AM0010011000012120001401800018346:30 AM4020161000014110001503020032546:45 AM201013010001529200360254002969Hourly Total80402122100031257200710926009818468
7:00 AM40300711000224010043241600491017:15 AM40202620000244100045138900481017:30 AM801009100001155300592721100851547:45 AM60301920000266030069267160085165Hourly Total2209033161000713196700216721842002675218:00 AM50400912000344810053136900461118:15 AM9050114200002660300692571400731588:30 AM417011212101475120060354801651418:45 AM9050114001001146240080453170074169Hourly Total27121034944201103122110002621020048012585799:00 AM140800220000001358100722481400641589:15 AM90110020012003855100640572000771649:30 AM120800201020031759500814501100651699:45 AM5121002710000112627008126260070179Hourly Total4014800892140075023414002988217510027667010:00 AM511400201010021077000872605006717610:15 AM1207001900300318553007624413005915710:30 AM7020002710100210694008325512006918110:45 AM181130032103004185570080763160086202Hourly Total422540098308001156256140032613222460028171611:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Hourly Total6217801141204180242893303700456172956800380101912:00 PM1633210521026001826871700130487190011031012:15 PM20032005292700182287600115988110010829312:30 PM90300039314008276440095386190010825012:45 PM260220148100110021308911001306782600110309Hourly Total71311611191325280065105327380047022339750043611621:00 PM2313700614280014209150011667321001002911:15 PM161250042313027984400973771700972431:30 PM9128003851401101373200885711801942301:45 PM18114003333302913911100115455140073230Hourly Total664104001741571805405533922004161827670013649942:00 PM230210044628001617977001214661700872682:15 PM1602001369030012138230098510316001242702:30 PM200260046501006228080011018415001002622:45 PM1902300421040051898800124764150086257Hourly Total780900116821216003970357260045317317630039710573:00 PM161200037612009138730010358615001062553:15 PM1603103476020082497200123610213001212993:30 PM1302701403110051311390013539720001203003:45 PM191300050251310212010311001344921600112317Hourly Total6421080417417718104370400250049518377640045911714:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM2212000435050010189780012329925001263024:45 PM160270143527001426838001177892100117291Hourly Total8041070219122328005389390230150221371770046912155:00 PM242330059315009201095001344771800993015:15 PM12246006081600152912150015538412009932969
5:30 PM13137015190600152210050012758613001042975:45 PM122200034632001121995001254902100115285Hourly Total6171360120426519005092429200054116337640041712126:00 PM2102201433270012208560011128916001072736:15 PM19125004522410915809001042651500822406:30 PM2232601514040081186500102078800862476:45 PM130250038200002117060087177120090217Hourly Total7549802177114151031573212600404530951003659777:00 PM1412110373050081968400911711600882247:15 PM9114002421200585860072065600711727:30 PM90160025123006115030064452900651607:45 PM4017002131100585420064365100078168Hourly Total362681010794110024462301500291825341003027248:00 PM4012001611000264920057150300541298:15 PM11119003151100784620056142400471418:30 PM0070073010047320003903240036868:45 PM5090014003003743200520271002897Hourly Total201470068925001628170600204215112001654539:00 PM411300180010014330003713060037939:15 PM201100130000005281003401820020679:30 PM4050091020032190002111810020539:45 PM107008000000310000130103101435Hourly Total111360048103004149010010527612109124810:00 PM2030050000001810010012300153010:15 PM3020050010010800080340072110:30 PM0000001000111700080600061510:45 PM00000000000024200805200715Hourly Total505001010101242730034026900358111:00 PM201003000000050005011100122011:15 PM10300400000039000120400042011:30 PM2000020000000300030230051011:45 PM0000100000000600060300039Hourly Total504019000000323000260204002459Grand Total7793311412221955212501952104598904446291025627184416180612515213193Approach %39.81.758.40.1--46.210.942.50.4--15.879.05.20.0--3.680.815.60.0---Total %5.90.38.60.0-14.81.60.41.50.0-3.56.733.72.20.0-42.71.431.56.10.0-39.1-Lights7723011352-1939211471932-45388143612870-552918440758021-506212983% Lights99.190.999.5100.0-99.299.594.099.0100.0-98.799.098.198.6--98.3100.097.999.5100.0-98.398.4Buses0000-00000-011810-2002600-2646% Buses0.00.00.00.0-0.00.00.00.00.0-0.00.10.40.3--0.40.00.60.00.0-0.50.3Trucks7060-131120-486520-7505840-62154% Trucks0.90.00.50.0-0.70.52.01.00.0-0.90.91.50.7--1.30.01.40.50.0-1.21.2Bicycles on Road0300-30200-20210-30200-210% Bicycles onRoad0.09.10.00.0-0.20.04.00.00.0-0.40.00.00.3--0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----10-----3-----1-----0--% Bicycles onCrosswalk----45.5-----30.0-----50.0-----0.0--Pedestrians----12-----7-----1-----2--% Pedestrians----54.5-----70.0-----50.0-----100.0--70
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal5327506210389182644746213622400054215152105738024075184100260004580000200000002806416118412RTLUP510
0
4
2
1
503
Out
459
0
2
4
0
453
In
969
0
6
6
1
956
Total
Market Square North Drive
R
195
0
0
2
0
193
T
50
0
2
1
0
47
L
212
0
0
1
0
211
U
2
0
0
0
0
2
P
10
10
0
0
0
0
542155291095026204665751402350005514562711141OutInTotalMarket Blvd [NB]ULTRP0881436128700118100865200021000002089044462912Market Square North DriveTotal3671126503703In1939013301955Out1732113201748200002U7720700779L30003033T113506001141R00002222PTurning Movement Data Plot71
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM191180038513009118940010435620007923011:15 AM15017003232700122178700106381210010525511:30 AM1402401385160012317580011427315009025411:45 AM140190033702029268818001329851200106280Total62178011412041802428933037004561729568003801019Approach %44.00.755.30.0--47.69.542.90.0--19.572.48.10.0--4.577.617.90.0---Total %6.10.17.70.0-13.82.00.41.80.0-4.18.732.43.60.0-44.71.728.96.70.0-37.3-PHF0.8160.2500.8130.000-0.9280.7140.5000.6430.000-0.8750.7180.9270.5140.000-0.8640.4720.8680.8100.000-0.8960.910Lights621780-141203180-4189323370-44917293680-3781009% Lights100.0100.0100.0--100.0100.075.0100.0--97.6100.097.9100.0--98.5100.099.3100.0--99.599.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0000-00100-10700-70200-210% Trucks0.00.00.0--0.00.025.00.0--2.40.02.10.0--1.50.00.70.0--0.51.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----2-----0-----0--% Bicycles onCrosswalk----0.0-----100.0--------------Pedestrians----1-----0-----0-----0--% Pedestrians----100.0-----0.0--------------72
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal40337878100072900000041038079068293170000000020000000000000682951700RTLUP55
0
0
0
0
55
Out
42
0
0
1
0
41
In
97
0
0
1
0
96
Total
Market Square North Drive
R
18
0
0
0
0
18
T
4
0
0
1
0
3
L
20
0
0
0
0
20
U
0
0
0
0
0
0
P
2
2
0
0
0
0
391449840000279000000393456849OutInTotalMarket Blvd [NB]ULTRP08932337000000007000000000000089330370Market Square North DriveTotal3010100302In1410000141Out1600100161000000U62000062L100001T78000078R000011PTurning Movement Peak Hour Data Plot (11:00 AM)73
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeMarket Square North DrivewayMarket Square North DrivewayMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM1913000502513102120103110013449216001123174:00 PM2323301586070013229630112129218001123044:15 PM191270047619001623114400141109113001143184:30 PM221200043505001018978001232992500126302Total835110011981963410608341026015191837472004641241Approach %41.92.555.60.0--31.710.056.71.7--16.079.05.00.0--3.980.615.50.0---Total %6.70.48.90.0-16.01.50.52.70.1-4.86.733.02.10.0-41.81.530.15.80.0-37.4-PHF0.9020.6250.8330.000-0.8530.7920.3000.6540.250-0.7140.9020.8990.5910.000-0.9200.4500.9440.7200.000-0.9210.976Lights8351100-198196341-6083406260-51518370720-4601233% Lights100.0100.0100.0--100.0100.0100.0100.0100.0-100.0100.099.0100.0--99.2100.098.9100.0--99.199.4Buses0000-00000-00100-10200-23% Buses0.00.00.0--0.00.00.00.00.0-0.00.00.20.0--0.20.00.50.0--0.40.2Trucks0000-00000-00300-30200-25% Trucks0.00.00.0--0.00.00.00.00.0-0.00.00.70.0--0.60.00.50.0--0.40.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----1-----0-----1-----0--% Bicycles onCrosswalk----100.0-----------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0-----------0.0--------74
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market Blvd & Market SquareNorth DrivewaySite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal52346098312332500000052746499172370180002000020000000000000723741800RTLUP50
0
0
0
0
50
Out
60
0
0
0
0
60
In
110
0
0
0
0
110
Total
Market Square North Drive
R
34
0
0
0
0
34
T
6
0
0
0
0
6
L
19
0
0
0
0
19
U
1
0
0
0
0
1
P
0
0
0
0
0
0
49951510142132350000005035191022OutInTotalMarket Blvd [NB]ULTRP08340626000100003000000000001083410261Market Square North DriveTotal3590000359In1980000198Out1610000161000000U83000083L500005T1100000110R000011PTurning Movement Peak Hour Data Plot (3:45 PM)75
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM10600720000266521074150300541373:45 PM3020053010045761008216010062153Hourly Total40800125010061114131015621104001162904:00 PM202004601007128131097255100581664:15 PM20800104060010897800113451300581914:30 PM0090096060012128131097451210581764:45 PM404008805001399750011176210070202Hourly Total80230031240180042413561920418172197102447355:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM20902112020047103200112251300561835:45 PM1050062170110205740081353100066163Hourly Total703402411622301414035222004141220314102307266:00 PM21400730200596300072047500521366:15 PM10700801000114520206815090060137*** BREAK ***-------------------------Hourly Total311100153120062311502014019714001122736:30 AM0020020020021151001741510020416:45 AM104025301004217200211220002353Hourly Total1060273030063323003853710043947:00 AM2030053010040204002401800018517:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM7080015805001346912008563800044157Hourly Total15317003521013003491593000198141131001283958:00 AM404008705001222960037538000431008:15 AM3050081040053246003322710030768:30 AM0030033030066193002823730042798:45 AM1040053030068487106402320025100Hourly Total8016002414015002919120221016291256001403559:00 AM10902103000038224203624311047969:15 AM301004101002930100400291003076Grand Total504125061799037601169163132710480160262976493010903040Approach %27.92.269.80.0--53.31.845.00.0--10.282.86.50.5--5.789.54.50.3---Total %1.60.14.10.0-5.93.00.12.50.0-5.65.443.73.40.3-52.72.032.11.60.1-35.9-76
Lights4841220-174901750-16615913181038-158862961493-10753003% Lights96.0100.097.6--97.2100.033.398.7--98.297.599.399.0100.0-99.1100.098.5100.0100.0-98.698.8Buses1000-10000-00600-60800-815% Buses2.00.00.0--0.60.00.00.0--0.00.00.50.00.0-0.40.00.80.00.0-0.70.5Trucks1020-30010-11110-30600-613% Trucks2.00.01.6--1.70.00.01.3--0.60.60.11.00.0-0.20.00.60.00.0-0.60.4Bicycles on Road0010-10200-23200-50100-19% Bicycles onRoad0.00.00.8--0.60.066.70.0--1.21.80.20.00.0-0.30.00.10.00.0-0.10.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----33.3-----0.0--------------Pedestrians----4-----1-----0-----0--% Pedestrians----66.7-----100.0--------------77
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal144410752519781536921300014561090254649961623008000060000100000000499766230RTLUP170
0
0
1
0
169
Out
169
0
2
1
0
166
In
339
0
2
2
0
335
Total
Private Driveway [WB]
R
76
0
0
1
0
75
T
3
0
2
0
0
1
L
90
0
0
0
0
90
U
0
0
0
0
0
0
P
1
1
0
0
0
0
11811588276986148311257000119916022801OutInTotalGreat Plains Blvd [NB]ULTRP81591318103000600011100320000000816313271040Market St [EB]Total3831460394In1741310179Out2090150215000000U48110050L400004T1220210125R000066PTurning Movement Data Plot78
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM4040088050013997500111762100702025:00 PM301400176130010686900101352100561845:15 PM106007601100177106700120447010521965:30 PM2090211202004710320011225130056183Total10033024322121004429392230044416212510234765Approach %23.30.076.70.0--50.02.347.70.0--6.588.35.20.0--6.890.62.10.4---Total %1.30.04.30.0-5.62.90.12.70.0-5.83.851.23.00.0-58.02.127.70.70.1-30.6-PHF0.6250.0000.5890.000-0.6320.6880.2500.4770.000-0.6470.8060.9250.6390.000-0.9250.5710.8550.4170.250-0.8360.947Lights100330-43220210-4329392230-4441621151-233763% Lights100.0-100.0--100.0100.00.0100.0--97.7100.0100.0100.0--100.0100.099.5100.0100.0-99.699.7Buses0000-00000-00000-00000-00% Buses0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Trucks0000-00000-00000-00000-00% Trucks0.0-0.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.0Bicycles on Road0000-00100-10000-00100-12% Bicycles onRoad0.0-0.0--0.00.0100.00.0--2.30.00.00.0--0.00.00.50.00.0-0.40.3Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0--------------------79
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal424233657000000011000424234658521116100000000000010000000052121610RTLUP39
0
0
0
0
39
Out
44
0
1
0
0
43
In
83
0
1
0
0
82
Total
Private Driveway [WB]
R
21
0
0
0
0
21
T
1
0
1
0
0
0
L
22
0
0
0
0
22
U
0
0
0
0
0
0
P
0
0
0
0
0
0
266444710000000101000267444711OutInTotalGreat Plains Blvd [NB]ULTRP02939223000000000000000000000029392230Market St [EB]Total77001078In43000043Out34001035000000U10000010L000000T33000033R000022PTurning Movement Peak Hour Data Plot (4:45 PM)80
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:15 AM)Start TimeMarket StPrivate DrivewayGreat Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:15 AM33400101040051327004032100024797:30 AM302005903001243870049536100421087:45 AM70800158050013469120085638000441578:00 AM40400870500122296003753800043100Total17318003825017004211168320021119133100153444Approach %44.77.947.40.0--59.50.040.50.0--5.279.615.20.0--12.486.90.70.0---Total %3.80.74.10.0-8.65.60.03.80.0-9.52.537.87.20.0-47.54.330.00.20.0-34.5-PHF0.6070.2500.5630.000-0.6330.6940.0000.8500.000-0.8080.6880.6090.6670.000-0.6210.7920.8750.2500.000-0.8690.707Lights163160-35250170-4210166320-2081912910-149434% Lights94.1100.088.9--92.1100.0-100.0--100.090.998.8100.0--98.6100.097.0100.0--97.497.7Buses1000-10000-00200-20300-36% Buses5.90.00.0--2.60.0-0.0--0.00.01.20.0--0.90.02.30.0--2.01.4Trucks0010-10000-00000-00100-12% Trucks0.00.05.6--2.60.0-0.0--0.00.00.00.0--0.00.00.80.0--0.70.5Bicycles on Road0010-10000-01000-10000-02% Bicycles onRoad0.00.05.6--2.60.0-0.0--0.09.10.00.0--0.50.00.00.0--0.00.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------81
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Great Plains BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:15 AMEnding At05/23/2023 8:15 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal199149348336011000000202153355112919000300001000000000000011331900RTLUP54
0
0
0
0
54
Out
42
0
0
0
0
42
In
96
0
0
0
0
96
Total
Private Driveway [WB]
R
17
0
0
0
0
17
T
0
0
0
0
0
0
L
25
0
0
0
0
25
U
0
0
0
0
0
0
P
0
0
0
0
0
0
170208378325202112000176211387OutInTotalGreat Plains Blvd [NB]ULTRP01016632000200000000100000000011168320Market St [EB]Total46112050In35111038Out11001012000000U16100017L300003T16011018R000000PTurning Movement Peak Hour Data Plot (7:15 AM)82
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM21220025304007241229001553105100109296Hourly Total215000531726002558254160032861921102006064:00 PM0021002170300103115370119111141001163384:15 PM00290029429001533139110018331120001153424:30 PM011200132040061810350012621360001382834:45 PM022600288060114371232001622114100117321Hourly Total038800912122201451195182501662847620048612845:00 PM4021002570301102411570014611061001082895:15 PM102100224040082812470015931071001113005:30 PM002000201115031726114700147290110942785:45 PM021700190010412411351014329500097260Hourly Total527900862211308361024662610595839831041011276:00 PM2122002541202715105130013311031001052706:15 PM101800194130081410690012917300074230*** BREAK ***-------------------------Hourly Total31400044825021529211220026221761001795006:30 AM1050061100026180002401920021536:45 AM005005300003540100461410004296Hourly Total10100011410005115810070160200631497:00 AM1020030000004425005113900040947:15 AM00500540100576280077244200481357:30 AM10100200300366070073179200821607:45 AM10100210100286611008527570084173Hourly Total30900125050010252303100286623711002545628:00 AM10000130200595570071069000691468:15 AM000000201003126580085361100651538:30 AM308001110000185130062141100431178:45 AM009009701018126713009206120063172Hourly Total401700211304011741238310031042324002405889:00 AM00100010201023137450092050100511569:15 AM111100135020079567007254320050142Grand Total19831400341978580141634072105164112677401864272019335114Approach %5.62.392.10.0--59.54.935.60.0--15.278.66.10.0--2.196.41.40.1---Total %0.40.26.10.0-6.71.90.21.10.0-3.28.041.23.20.0-52.30.836.40.50.0-37.8-83
Lights1883120-338947570-15839520631591-2618391825252-18915005% Lights94.7100.099.4--99.196.987.598.3--96.997.198.097.0100.0-97.897.597.992.6100.0-97.897.9Buses0000-00000-011300-1401500-1529% Buses0.00.00.0--0.00.00.00.0--0.00.20.60.00.0-0.50.00.80.00.0-0.80.6Trucks1010-23110-5112740-4212420-2776% Trucks5.30.00.3--0.63.112.51.7--3.12.71.32.40.0-1.62.51.37.40.0-1.41.5Bicycles on Road0010-10000-00210-30000-04% Bicycles onRoad0.00.00.3--0.30.00.00.0--0.00.00.10.60.0-0.10.00.00.00.0-0.00.1Bicycles onCrosswalk----0-----2-----1-----0--% Bicycles onCrosswalk----------14.3-----100.0--------Pedestrians----0-----12-----0-----0--% Pedestrians----------85.7-----0.0--------84
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal214018914031131528292756202000218419334117251825392001500022410000000000002718644020RTLUP212
0
1
5
0
206
Out
163
0
0
5
0
158
In
375
0
1
10
0
364
Total
Market St [WB]
R
58
0
0
1
0
57
T
8
0
0
1
0
7
L
97
0
0
3
0
94
U
0
0
0
0
0
0
P
14
14
0
0
0
0
223226184850151429284270134000227626774953OutInTotalMarket Blvd [NB]ULTRP13952063159001130001127400021000001140721051641Private Drive [EB]Total76511610783In3380210341Out42711400442000000U18010019L800008T3120110314R000000PTurning Movement Data Plot85
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (3:30 PM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM002800281422001834132700173387010913103:45 PM212200253040072412290015531051001092964:00 PM0021002170300103115370119111141001163384:15 PM0029002942900153313911001833112000115342Total21100001032841800501225463401702104182104311286Approach %1.91.097.10.0--56.08.036.00.0--17.477.84.80.0--2.397.00.50.2---Total %0.20.17.80.0-8.02.20.31.40.0-3.99.542.52.60.0-54.60.832.50.20.1-33.5-PHF0.2500.2500.8620.000-0.8880.5000.5000.5000.000-0.6940.8970.8920.7730.000-0.9190.8330.9170.5000.250-0.9290.940Lights21980-101284180-50120541330-6941041311-4251270% Lights100.0100.098.0--98.1100.0100.0100.0--100.098.499.197.1--98.9100.098.850.0100.0-98.698.8Buses0000-00000-00300-30100-14% Buses0.00.00.0--0.00.00.00.0--0.00.00.50.0--0.40.00.20.00.0-0.20.3Trucks0010-10000-02200-40410-510% Trucks0.00.01.0--1.00.00.00.0--0.01.60.40.0--0.60.01.050.00.0-1.20.8Bicycles on Road0010-10000-00010-10000-02% Bicycles onRoad0.00.01.0--1.00.00.00.0--0.00.00.02.9--0.10.00.00.00.0-0.00.2Bicycles onCrosswalk----0-----0-----1-----0--% Bicycles onCrosswalk----------------100.0--------Pedestrians----0-----0-----0-----0--% Pedestrians----------------0.0--------86
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 3:30 PMEnding At05/22/2023 4:30 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal562425987314257000000567431998141310100100014000000000000024181010RTLUP45
0
1
0
0
44
Out
50
0
0
0
0
50
In
95
0
1
0
0
94
Total
Market St [WB]
R
18
0
0
0
0
18
T
4
0
0
0
0
4
L
28
0
0
0
0
28
U
0
0
0
0
0
0
P
0
0
0
0
0
0
53969412331345491120005467021248OutInTotalMarket Blvd [NB]ULTRP0120541330003000220000010000010122546341Private Drive [EB]Total2260410231In1010110103Out1250300128000000U200002L100001T980110100R000000PTurning Movement Peak Hour Data Plot (3:30 PM)87
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveMarket StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM10100200300366070073179200821607:45 AM101002101002866110085275700841738:00 AM10000130200595570071069000691468:15 AM00000020100312658008536110065153Total302005607001335246330031462841000300632Approach %60.00.040.00.0--46.20.053.80.0--11.178.310.50.0--2.094.73.30.0---Total %0.50.00.30.0-0.80.90.01.10.0-2.15.538.95.20.0-49.70.944.91.60.0-47.5-PHF0.7500.0000.5000.000-0.6250.5000.0000.5830.000-0.6500.7290.9320.7500.000-0.9240.5000.8990.3570.000-0.8930.913Lights3020-56060-1233231320-2965271100-286599% Lights100.0-100.0--100.0100.0-85.7--92.394.393.997.0--94.383.395.4100.0--95.394.8Buses0000-00000-01500-601100-1117% Buses0.0-0.0--0.00.0-0.0--0.02.92.00.0--1.90.03.90.0--3.72.7Trucks0000-00010-11910-111200-315% Trucks0.0-0.0--0.00.0-14.3--7.72.93.73.0--3.516.70.70.0--1.02.4Bicycles on Road0000-00000-00100-10000-01% Bicycles onRoad0.0-0.0--0.00.0-0.0--0.00.00.40.0--0.30.00.00.0--0.00.2Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------88
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: Market St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal24028652651116103131010002563005561027150001100002100000000000010284600RTLUP39
0
0
2
0
37
Out
13
0
0
1
0
12
In
52
0
0
3
0
49
Total
Market St [WB]
R
7
0
0
1
0
6
T
0
0
0
0
0
0
L
6
0
0
0
0
6
U
0
0
0
0
0
0
P
0
0
0
0
0
0
2792965751161721113011000292314606OutInTotalMarket Blvd [NB]ULTRP03323132001500019100010000000035246330Private Drive [EB]Total48110050In500005Out43110045000000U300003L000000T200002R000000PTurning Movement Peak Hour Data Plot (7:30 AM)89
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StTarget DrivewayTarget DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM020002020002001001000000512:15 AM020002020002000000000000412:30 AM011002010001100001000000412:45 AM0200020100010000000000003Hourly Total071008060006101002000000161:00 AM00000000000000000000000001:15 AM02000212000300000000000051:30 AM00000002000200000000000021:45 AM0300030000000000000000003Hourly Total050005140005000000000000102:00 AM01000121000300000000000042:15 AM01000100000000000000000012:30 AM00000000000000000000000002:45 AM0100010000001010020000003Hourly Total03000321000310100200000083:00 AM00000001000100000000000013:15 AM00000000000000000000000003:30 AM01000101000100000000001023:45 AM0000002200040000000000004Hourly Total01000124000600000000001074:00 AM01000101000100000010000134:15 AM01000100000000000000000014:30 AM00000001000100000000000014:45 AM1500060100010000000000107Hourly Total170008030003000000100011125:00 AM02000214000500000000000075:15 AM04000404000400000000000085:30 AM14000504000400000000000095:45 AM190001024000600000000003016Hourly Total2190002131600019000000000030406:00 AM050005080008000000000020136:15 AM01000010120003000000000000136:30 AM2140001611100012000010002022306:45 AM426100311171001910000100002051Hourly Total655100623381004210001100206210790
7:00 AM42540033031000311000014160011767:15 AM1402004392710137126009000010897:30 AM558100645550006021800111120141397:45 AM35450062764000711180010001011144Hourly Total131771200202211771011995422003152903164488:00 AM241200456381004550800134030071108:15 AM4444005295230064201301151040151368:30 AM338500461770300901170093120061518:45 AM861400731253110672190012103014156Hourly Total17184150021644213810266102370149911202225539:00 AM644700571648410691310001462602141549:15 AM25380063224031166511900251060071619:30 AM63820046124030155621000182050171269:45 AM2533005814434306422120016107008146Hourly Total16188200022464171145225414851007310224033658710:00 AM345400521335310521114011600400412410:15 AM653700661552310715170013419001416410:30 AM8505006321518118130160019526011317610:45 AM45450063125841075222100256040110173Hourly Total21202210024461196184127911458017315323024163711:00 AM962500762265500925015002031400819611:15 AM127030085215961087211310173113021720611:30 AM776130096208852011527110020618011524611:45 AM108411001051479421995124003031120216250Hourly Total38292320036277291205139314963108715437055689812:00 PM710050011217893211112422002802600825912:15 PM989100010822942101193016001912500825412:30 PM128650010324693009640210225319011323712:45 PM79760011029841101153320002611130215266Hourly Total353722600433923369414411277902985633034410161:00 PM67080084208660011250190024701501222421:15 PM14713008814837001041020002150900142271:30 PM96460079126843087421800242160391991:45 PM284600921671620951411001652110018221Hourly Total3128923003436230823503981166800851934104638892:00 PM770110288188072010740130017211202152272:15 PM127360091219332011931200024621400222562:30 PM5586006926803001097321013143702142232:45 PM966800832459710912121002410120013211Hourly Total3326731023318931220504261657501961364504649173:00 PM580500902081601107931400262150082313:15 PM957101077251004111309216002740801122463:30 PM96760082308453012280280036411001152553:45 PM677800912577520109422100272090111238Hourly Total292812910340100342206246830779001161223203469704:00 PM1710340012426935001246117002423600112834:15 PM13941100118239281012472190028521602232934:30 PM886110010526952111247133004130800112814:45 PM8697008430978001359231014230110114275Hourly Total46352330043110537723215072961000113513541035911325:00 PM1067900863198410134112130026321101162625:15 PM88811001072296100119213100343111011527591
5:30 PM119870011622902301177229003832901142855:45 PM5873009525724201034221002724110117242Hourly Total3434030004041003561160473247940012511942046210646:00 PM5806009111714008640220426311001142176:15 PM678500892670310100502300283060192266:30 PM5711100871776201956019002552501122196:45 PM86970084116511178100250235301034201Hourly Total24298290035165282102235925089061141432206398637:00 PM45160061167213092411200174140491797:15 PM35440061226512090611500222070091827:30 PM26040066244700171511501212140071657:45 PM5554006417530007020210123003023160Hourly Total14220180025279237251323173630283821806286868:00 PM34360052156800283712200302150181738:15 PM3396004875301061401100150020021268:30 PM43270043162302041201500172130061078:45 PM013500181318020333115001920001272Hourly Total10127240016151162052218162630081621002184789:00 PM135100378220023051130019105006929:15 PM125000269200022911110013000000689:30 PM02430027019000197070014002012629:45 PM02010021010000102010001200000043Hourly Total210450011117710048815241005810701826510:00 PM050005010010112020041000012110:15 PM0700070900090020020000001810:30 PM0800080300030000000000001110:45 PM0500050170001700100100000023Hourly Total02500025039010402050071000017311:00 PM0800080300030000000000001111:15 PM020002030003000000000000511:30 PM050005010001000000000010611:45 PM0100010400040000000000005Hourly Total016000160110001100000000001027Grand Total372383135012455410383953180561852272547298911513161585039806360611703Approach %8.284.17.70.0--19.975.63.41.1--19.35.575.20.1--26.18.365.70.0---Total %3.232.73.00.0-38.98.933.81.50.5-44.72.20.68.50.0-11.21.40.43.40.0-5.2-Lights36737573501-44751032387417856-5140252729881-1313151503950-59611524% Lights98.798.1100.0100.0-98.399.498.098.9100.0-98.399.2100.099.9100.0-99.895.6100.099.2--98.398.5Buses32500-2812300-240010-12000-255% Buses0.80.70.00.0-0.60.10.60.00.0-0.50.00.00.10.0-0.11.30.00.0--0.30.5Trucks23600-3854820-552000-24030-7102% Trucks0.50.90.00.0-0.80.51.21.10.0-1.10.80.00.00.0-0.22.50.00.8--1.20.9Bicycles on Road01300-130800-80000-01000-122% Bicycles onRoad0.00.30.00.0-0.30.00.20.00.0-0.20.00.00.00.0-0.00.60.00.0--0.20.2Bicycles onCrosswalk----0-----1-----2-----14--% Bicycles onCrosswalk----0.0-----5.6-----13.3-----22.2--Pedestrians----2-----17-----13-----49--% Pedestrians----100.0-----94.4-----86.7-----77.8--92
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherTarget Driveway [SB]OutInTotal617596121332547110110006246061230395501510000200304000010000006339850158063RTLUP5034
0
14
40
28
4952
Out
5227
0
8
55
24
5140
In
10261
0
22
95
52
10092
Total
W 78th St [WB]
R
180
0
0
2
0
178
T
3953
0
8
48
23
3874
L
1038
0
0
5
1
1032
U
56
0
0
0
0
56
P
18
18
0
0
0
0
143313132746112527000000143913162755OutInTotalTarget Driveway [NB]ULTRP125272988000010020000000000001512547298915W 78th St [EB]Total899751912109160In447528381304554Out45222353804606100001U3673200372L375725361303831T3500000350R000022PTurning Movement Data Plot93
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StTarget DrivewayTarget DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM962500762265500925015002031400819611:15 AM127030085215961087211310173113021720611:30 AM776130096208852011527110020618011524611:45 AM108411001051479421995124003031120216250Total382923200362772912051393149631087154370556898Approach %10.580.78.80.0--19.674.05.11.3--16.110.372.41.1--26.87.166.10.0---Total %4.232.53.60.0-40.38.632.42.20.6-43.81.61.07.00.1-9.71.70.44.10.0-6.2-PHF0.7920.8690.6150.000-0.8620.8750.8270.8330.625-0.8540.7000.3210.6560.250-0.7250.6251.0000.7120.000-0.8240.898Lights38288320-35877290205-392149631-87154370-56893% Lights100.098.6100.0--98.9100.099.7100.0100.0-99.7100.0100.0100.0100.0-100.0100.0100.0100.0--100.099.4Buses0100-10000-00000-00000-01% Buses0.00.30.0--0.30.00.00.00.0-0.00.00.00.00.0-0.00.00.00.0--0.00.1Trucks0200-20100-10000-00000-03% Trucks0.00.70.0--0.60.00.30.00.0-0.30.00.00.00.0-0.00.00.00.0--0.00.3Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.30.0--0.30.00.00.00.0-0.00.00.00.00.0-0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0-----------0.0--Pedestrians----0-----1-----0-----5--% Pedestrians----------100.0-----------100.0--94
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Driveway [SB]OutInTotal675612300000000000067561233741500000000000000000000053741505RTLUP375
0
1
2
1
371
Out
393
0
0
1
0
392
In
768
0
1
3
1
763
Total
W 78th St [WB]
R
20
0
0
0
0
20
T
291
0
0
1
0
290
L
77
0
0
0
0
77
U
5
0
0
0
0
5
P
1
1
0
0
0
0
1148720100000000000011487201OutInTotalTarget Driveway [NB]ULTRP1149630000000000000000000001149630W 78th St [EB]Total6991310704In3581210362Out3410100342000000U38000038L2881210292T32000032R000000PTurning Movement Peak Hour Data Plot (11:00 AM)95
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (4:00 PM)Start TimeW 78th StW 78th StTarget DrivewayTarget DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM1710340012426935001246117002423600112834:15 PM13941100118239281012472190028521602232934:30 PM886110010526952111247133004130800112814:45 PM8697008430978001359231014230110114275Total4635233004311053772321507296100011351354103591132Approach %10.781.77.70.0--20.774.44.50.4--21.54.474.10.0--22.08.569.50.0---Total %4.131.12.90.0-38.19.333.32.00.2-44.82.60.58.80.0-11.91.10.43.60.0-5.2-PHF0.6760.8540.7500.000-0.8690.8750.9720.7190.500-0.9390.8060.7500.7580.000-0.8040.6500.4170.6410.000-0.6410.966Lights46346330-425105375232-5052961000-135125410-581123% Lights100.098.3100.0--98.6100.099.5100.0100.0-99.6100.0100.0100.0--100.092.3100.0100.0--98.399.2Buses0100-10000-00000-00000-01% Buses0.00.30.0--0.20.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Trucks0400-40100-10000-01000-16% Trucks0.01.10.0--0.90.00.30.00.0-0.20.00.00.0--0.07.70.00.0--1.70.5Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.0--0.20.00.30.00.0-0.20.00.00.0--0.00.00.00.0--0.00.2Bicycles onCrosswalk----0-----0-----1-----1--% Bicycles onCrosswalk----------0.0-----100.0-----33.3--Pedestrians----0-----1-----0-----2--% Pedestrians----------100.0-----0.0-----66.7--96
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & East Target EntranceSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 4:00 PMEnding At05/24/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Driveway [SB]OutInTotal755813300001100000075591344151200000000010000000000034151303RTLUP467
0
1
5
1
460
Out
507
0
1
1
0
505
In
974
0
2
6
1
965
Total
W 78th St [WB]
R
23
0
0
0
0
23
T
377
0
1
1
0
375
L
105
0
0
0
0
105
U
2
0
0
0
0
2
P
1
1
0
0
0
0
143135278000000000000143135278OutInTotalTarget Driveway [NB]ULTRP029610000000000000000000000102961001W 78th St [EB]Total8701520878In4251410431Out4450110447000000U46000046L3461410352T33000033R000000PTurning Movement Peak Hour Data Plot (4:00 PM)97
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StGreat Plains BlvdGreat Plains BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total12:00 AM100010200222004712:15 AM030031100230003812:30 AM010011300411002712:45 AM0100100000120034Hourly Total1500626008750012261:00 AM10001000000100121:15 AM02002000000000021:30 AM01001010010000021:45 AM1000101001100013Hourly Total23005020021100292:00 AM00000020020000022:15 AM00000100011000122:30 AM00000010010000012:45 AM0000010001210034Hourly Total00000230053100493:00 AM10001220041000163:15 AM01001010010000023:30 AM10001120031000153:45 AM0100101001020024Hourly Total220043600922004174:00 AM00010000100000004:15 AM00000010011000124:30 AM340071000102002104:45 AM62008000002300513Hourly Total9601151101235008255:00 AM230050400414005145:15 AM020021200353008135:30 AM530080200223005155:45 AM530083301674001125Hourly Total12110023411011515140029676:00 AM4500912003480012246:15 AM3400714005660012246:30 AM650111630191590024446:45 AM1014002410800182214003678Hourly Total2328015118170135473700841707:00 AM41200161823004129900389598
7:15 AM1234004611120023231600391087:30 AM932004133130046442900731607:45 AM184300611917023638251064161Hourly Total431210016481650214613479102145248:00 AM1325033819210440422300651438:15 AM1650006611570068642400882228:30 AM2231025321370158552900841958:45 AM175200692717004450230073186Hourly Total6815805226781320521021199003107469:00 AM1139005018170035212200431289:15 AM1047005715100025382100591419:30 AM1240025224100234332900621489:45 AM143003443021025138230061156Hourly Total4715605203875804145130950022557310:00 AM17340251302614574329007218010:15 AM19420261201002303725006215310:30 AM11450256312212543525006017010:45 AM146600802816004445350080204Hourly Total611870624810974281851601140027470711:00 AM19370056311900505020007017611:15 AM15540069383000683934007321011:30 AM19630082262300495839109822911:45 AM2966009537220059594200101255Hourly Total822200030213294002262061351034287012:00 PM247500993824006266380010426512:15 PM27540081382001585732008922812:30 PM225500773025005562450010723912:45 PM2559008446230069555000105258Hourly Total98243003411529201244240165004059901:00 PM1561007646340080613300942501:15 PM1461007530210051504800982241:30 PM1761007826210047433910832081:45 PM165300693923006264290093224Hourly Total62236002981419900240218149103689062:00 PM1560007539230062423300752122:15 PM12630275342702616547001122482:30 PM16710087261800447131001022332:45 PM1856007439300069704200112255Hourly Total61250023111389802236248153004019483:00 PM26590085324600787252001242873:15 PM19760195472401716042101032693:30 PM1678009434240058592800872393:45 PM28960012449480097723600108329Hourly Total8930901398162142013042631581042211244:00 PM15740089543500898245001273054:15 PM257900104422010637748001252924:30 PM178300100412800698340001232924:45 PM1969008852280080604800108276Hourly Total7630500381189111103013021810048311655:00 PM18840010243320075623600982755:15 PM218800109492610766439001032885:30 PM1890101095528018367440011130399
5:45 PM2782001094538008351460097289Hourly Total8434410429192124113172441650040911556:00 PM18470265383400727832101112486:15 PM1660027639300269553800932386:30 PM2553017839140053544500992306:45 PM224202642521024638370075185Hourly Total81202072831419904240225152103789017:00 PM1343025625220047543400881917:15 PM1047005722240046544000941977:30 PM842005015310046532800811777:45 PM72800352214003639410080151Hourly Total3816002198849100175200143003437168:00 PM1027003718160034291900481198:15 PM725023214210235281500431108:30 PM320012313150128222900511028:45 PM92000295900142310003376Hourly Total29920312150610311110273001754079:00 PM3190022111500262460030789:15 PM3140017149002323140037779:30 PM4100014813002113110024599:45 PM4300781000181514002954Hourly Total144600604147008875450012026810:00 PM180096600129300123310:15 PM35008370010620082610:30 PM6300926008350082510:45 PM530086160022102001242Hourly Total15190034173500522812004012611:00 PM2000245009320051611:15 PM010011400521003911:30 PM1300432005420061511:45 PM11012250170201211Hourly Total450191016012697011651Grand Total1001310813441101834148443533223073199051506812500Approach %24.475.60.0--55.244.70.1--60.639.30.1---Total %8.024.90.0-32.914.711.90.0-26.624.615.90.0-40.5-Lights99230301-4023181614604-3280299719655-496712270% Lights99.197.5100.0-97.999.098.4100.0-98.797.598.7100.0-98.098.2Buses1160-17090-91170-1844% Buses0.10.50.0-0.40.00.60.0-0.30.40.40.0-0.40.4Trucks6520-5817140-3155150-70159% Trucks0.61.70.0-1.40.90.90.0-0.91.80.80.0-1.41.3Bicycles on Road2100-12110-21030-1327% Bicycles on Road0.20.30.0-0.30.10.10.0-0.10.30.20.0-0.30.2Bicycles on Crosswalk---4----1----0--% Bicycles on Crosswalk---11.8----2.9----0.0--Pedestrians---30----34----1--% Pedestrians---88.2----97.1----100.0--100
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal485149679818161834697013911132400049475068100151965299750711001555003100000011990307351TLUP4558
0
11
69
20
4458
Out
4110
0
12
58
17
4023
In
8668
0
23
127
37
8481
Total
W 78th St [WB]
R
3108
0
10
52
16
3030
L
1001
0
2
6
1
992
U
1
0
0
0
0
1
P
34
34
0
0
0
0
2961328062418917213152527000299533226317OutInTotalGreat Plains Blvd [NB]UTRP4181614600009001714001100003541834148435Turning Movement Data Plot101
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StGreat Plains BlvdGreat Plains BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total11:00 AM19370056311900505020007017611:15 AM15540069383000683934007321011:30 AM19630082262300495839109822911:45 AM2966009537220059594200101255Total8222000302132940022620613510342870Approach %27.272.80.0--58.441.60.0--60.239.50.3---Total %9.425.30.0-34.715.210.80.0-26.023.715.50.1-39.3-PHF0.7070.8330.000-0.7950.8680.7830.000-0.8310.8730.8040.250-0.8470.853Lights812170-298130930-2231981341-333854% Lights98.898.6--98.798.598.9--98.796.199.3100.0-97.498.2Buses000-0000-0000-00% Buses0.00.0--0.00.00.0--0.00.00.00.0-0.00.0Trucks130-4210-3710-815% Trucks1.21.4--1.31.51.1--1.33.40.70.0-2.31.7Bicycles on Road000-0000-0100-11% Bicycles on Road0.00.0--0.00.00.0--0.00.50.00.0-0.30.1Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------102
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal348333681000581301100035334269513419810000017000100000013520610TLUP300
0
1
8
0
291
Out
302
0
0
4
0
298
In
602
0
1
12
0
589
Total
W 78th St [WB]
R
220
0
0
3
0
217
L
82
0
0
1
0
81
U
0
0
0
0
0
0
P
0
0
0
0
0
0
215223438000235000000217226443OutInTotalGreat Plains Blvd [NB]UTRP013093000000210000000000132940Turning Movement Peak Hour Data Plot (11:00 AM)103
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StGreat Plains BlvdGreat Plains BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total3:45 PM289600124494800977236001083294:00 PM15740089543500898245001273054:15 PM257900104422010637748001252924:30 PM17830010041280069834000123292Total853320041718613110318314169004831218Approach %20.479.60.0--58.541.20.3--65.035.00.0---Total %7.027.30.0-34.215.310.80.1-26.125.813.90.0-39.7-PHF0.7590.8650.000-0.8410.8610.6820.250-0.8200.9460.8800.000-0.9510.926Lights853250-4101861281-3153061660-4721197% Lights100.097.9--98.3100.097.7100.0-99.197.598.2--97.798.3Buses010-1010-1220-46% Buses0.00.3--0.20.00.80.0-0.30.61.2--0.80.5Trucks040-4020-2510-612% Trucks0.01.2--1.00.01.50.0-0.61.60.6--1.21.0Bicycles on Road020-2000-0100-13% Bicycles on Road0.00.6--0.50.00.00.0-0.00.30.0--0.20.2Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk----------------Pedestrians---0----0----0--% Pedestrians----------------104
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Great Plains BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal5114729831454610213000518483100116630600220015000100000016931400TLUP445
0
1
7
3
434
Out
417
0
2
4
1
410
In
862
0
3
11
4
844
Total
W 78th St [WB]
R
332
0
2
4
1
325
L
85
0
0
0
0
85
U
0
0
0
0
0
0
P
0
0
0
0
0
0
252315567213123000000255318573OutInTotalGreat Plains Blvd [NB]UTRP11861280001000200000000011861310Turning Movement Peak Hour Data Plot (3:45 PM)105
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM030003002002000000101002712:15 AM0100010230050100012010031012:30 AM020002010001000000100001412:45 AM0200020100010000001000014Hourly Total080008045009010001502007251:00 AM00000000100100000000000011:15 AM02000203100400000000000061:30 AM00000002300500000000000051:45 AM1200030000000000000000003Hourly Total1400050550010000000000000152:00 AM00100101000100000000200242:15 AM01000100100101000100000032:30 AM00000000100102000210000142:45 AM0110020010010010010100015Hourly Total022004013004031004112004163:00 AM00000001400501000100000063:15 AM00000000000000100110000123:30 AM01000101200300000020001263:45 AM0000000410051000013000039Hourly Total0100010670013111003600016234:00 AM10000100000000000020100344:15 AM01000100000000000020000234:30 AM00000001100200000020000244:45 AM13100501000100100150001512Hourly Total24100702100300100111010112235:00 AM020002042006000000801009175:15 AM040004022004200002800008185:30 AM040004021013100001411026145:45 AM08001806700130100011111031335Hourly Total0180011801412012631000431230536846:00 AM131005165001200100116110218366:15 AM11000011155011100000015000015376:30 AM01310014795012110202328020030686:45 AM3240002752314104300100129010230101Hourly Total55020057144329128710402588140493242106
7:00 AM02540029526160047007007330600391227:15 AM8326004663590050015016570600631657:30 AM26040066555240084105006521401572137:45 AM73916106315562120942390014573110071242Hourly Total17156301020431172702027534260133199427012307428:00 AM6387005110411301642270111403400471738:15 AM64380057105725009251130119491401542228:30 AM24510048880230011130100013400600462188:45 AM26310007510592410944014001851380062249Hourly Total161892600231382378511361143440261180722012098629:00 AM24591157125630109941120117310702382119:15 AM8609017795330009232140019382800482369:30 AM14430048124531209041100015342801441979:45 AM6567016918542600982219002349580062252Hourly Total17205281325151208117303791365501741529310319289610:00 AM551400601640400196301501184668006023410:15 AM755400665564401105621901273077004424210:30 AM7501000679693910118621300213937014925510:45 AM670800841156491111741200025372110250276Hourly Total2522626002774122117223436195670291152183303203100711:00 AM1689007818655310137341800252809003727711:15 AM126710008910813810130311900235525006230411:30 AM146614009477954011404218002441218016131911:45 AM138314001101971511114242280034633120378364Hourly Total4028447003715429619632549149830010618774404238126412:00 PM8103150012668962101586127003445211005837612:15 PM1283600101131045500172502100264639015835712:30 PM119870111619755100145522101284659016034912:45 PM12998101201091541015660140020512110364360Hourly Total4338336114634835922220631223830110818812400524014421:00 PM97714001001396610017053140022340800423341:15 PM77711009522845821166512502314301202553471:30 PM1067801851271461013030200123572702663041:45 PM690900105108249001413121002532480244315Hourly Total323114201385573332143160716580031011666350620713002:00 PM574700861396630017252110018442902553312:15 PM67913009821925500168822900394341500623672:30 PM5688008113825400149843001424181000593312:45 PM107360089157871101653618022741480053334Hourly Total26294340035462348243106542414880312616918420222913633:00 PM67880192893612016411200022495802623403:15 PM66790182171056300185442802364621701653683:30 PM685100010171097110188301300164921202633683:45 PM11791000100149476111856126003362170070388Hourly Total2930937023754640127141722146870210720610440526014644:00 PM10103901122131206521200422400306081300814334:15 PM710450111613103811019863170126574901704104:30 PM811180012771016511174321601215101302643864:45 PM8811200101121135101176121200333612140077387Hourly Total3339934024664543726243748258770511022914490329216165:00 PM10725008791138212205621400224721002593735:15 PM2193500119611090002061217002051460061406107
5:30 PM2510750213751081010021421210124575603684435:45 PM149040010839280111762012011454490167365Hourly Total703621902451234233532380111564028020915310625515876:00 PM12906021087806614154021805204261002583406:15 PM980903981882600216062900175131201663416:30 PM890314102683740016352180525492400553456:45 PM28651094768511112710120113392140255289Hourly Total3134623294023831325127604126570117518113400523413157:00 PM1066100775705200127211100144451702662847:15 PM7605007257450001293030065431600732807:30 PM565100712533110874490317304600402157:45 PM964601791504400955470016371120050240Hourly Total312551301299132471771043814930035316513510222910198:00 PM6576006946134019956401152001801382218:15 PM345300513453500834710012200900291758:30 PM34900052132291063321006150100161378:45 PM3280003132622005126001811030014104Hourly Total1517990020311164120112961421602416603101976379:00 PM34430050121241047440028131101151209:15 PM13220035126221050110002702009969:30 PM6232003101418003212000312030015819:45 PM426100312612002030100470000762Hourly Total14125800147467762014997102173916014635910:00 PM08100906800141110035020073310:15 PM09000906901150200022130063210:30 PM0710081250080100014100052210:45 PM1500061126001921000330300634Hourly Total129200322262801563510091428002412111:00 PM17000805500100100012000022111:15 PM0200020360090210032000021611:30 PM0500050060060100011010121411:45 PM01000104500900000020100313Hourly Total1150001601222003404100570201964Grand Total44941544195225027578433929413426789223212685704212152651153548060335217486Approach %8.982.68.30.1--7.355.037.30.4--19.110.470.50.0--79.14.616.30.0---Total %2.623.82.40.0-28.73.324.816.80.2-45.11.30.74.90.0-6.915.20.93.10.0-19.2-Lights44040944065-49455164275290934-77342241247840-113226321505340-331617127% Lights98.098.696.9100.0-98.489.398.598.9100.0-98.096.698.491.5--93.299.398.097.4--98.997.9Buses81910-2802260-280010-14130-865% Buses1.80.50.20.0-0.60.00.50.20.0-0.40.00.00.1--0.10.20.70.5--0.20.4Trucks125110-376134250-12082720-82142100-26265% Trucks0.20.62.60.0-0.710.60.80.90.0-1.53.41.68.4--6.70.51.31.8--0.81.5Bicycles on Road01610-171810-100000-01010-229% Bicycles onRoad0.00.40.20.0-0.30.20.20.00.0-0.10.00.00.0--0.00.00.00.2--0.10.2Bicycles onCrosswalk----7-----7-----13-----16--% Bicycles onCrosswalk----31.8-----26.9-----31.0-----26.7--Pedestrians----15-----19-----29-----44--% Pedestrians----68.2-----73.1-----69.0-----73.3--108
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal34733316678914822282654123000351633526868534150263200314001021400101000000605481532651060RTLUP7696
0
17
111
24
7544
Out
7892
0
10
120
28
7734
In
15588
0
27
231
52
15278
Total
W 78th St [WB]
R
2941
0
1
25
6
2909
T
4339
0
8
34
22
4275
L
578
0
1
61
0
516
U
34
0
0
0
0
34
P
26
26
0
0
0
0
1072113222042137482156202000115012152365OutInTotalKerber Blvd [NB]ULTRP022412478400001008272000000000042023212685742W 78th St [EB]Total9983538926010151In494528371705027Out50382552905124500005U4408100449L409419251604154T40611110419R00002222PTurning Movement Data Plot109
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM1689007818655310137341800252809003727711:15 AM126710008910813810130311900235525006230411:30 AM146614009477954011404218002441218016131911:45 AM138314001101971511114242280034633120378364Total40284470037154296196325491498300106187744042381264Approach %10.876.512.70.0--9.853.935.70.5--13.28.578.30.0--78.62.918.50.0---Total %3.222.53.70.0-29.44.323.415.50.2-43.41.10.76.60.0-8.414.80.63.50.0-18.8-PHF0.7140.8550.8390.000-0.8430.7110.9140.9070.750-0.9670.8750.5630.7410.000-0.7790.7420.5830.6110.000-0.7630.868Lights39282460-367502951953-543149780-1011867440-2371248% Lights97.599.397.9--98.992.699.799.5100.0-98.9100.0100.094.0--95.399.5100.0100.0--99.698.7Buses1000-10000-00000-00000-01% Buses2.50.00.0--0.30.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Trucks0110-24110-60050-51000-114% Trucks0.00.42.1--0.57.40.30.50.0-1.10.00.06.0--4.70.50.00.0--0.41.1Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.0--0.30.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----2--% Bicycles onCrosswalk----------0.0-----------50.0--Pedestrians----0-----2-----0-----2--% Pedestrians----------100.0-----------50.0--110
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal243237480101112000000245238483447186000000000100000000000444718704RTLUP557
0
1
7
0
549
Out
549
0
0
6
0
543
In
1106
0
1
13
0
1092
Total
W 78th St [WB]
R
196
0
0
1
0
195
T
296
0
0
1
0
295
L
54
0
0
4
0
50
U
3
0
0
0
0
3
P
2
2
0
0
0
0
1031012040005510000000108106214OutInTotalKerber Blvd [NB]ULTRP0149780000000005000000000000149830W 78th St [EB]Total7201310725In3671210371Out3530100354000000U39100040L2820110284T46010047R000000PTurning Movement Peak Hour Data Plot (11:00 AM)111
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StW 78th StKerber BlvdKerber BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM117910001001494761118561260033621700703884:00 PM10103901122131206521200422400306081300814334:15 PM710450111613103811019863170126574901704104:30 PM81118001277101651117432160121510130264386Total363973202465474182875375719883021102301342032851617Approach %7.785.46.90.0--6.255.237.90.7--17.37.375.50.0--80.74.614.70.0---Total %2.224.62.00.0-28.82.925.917.70.3-46.81.20.55.10.0-6.814.20.82.60.0-17.6-PHF0.8180.8940.8000.000-0.9150.8390.8710.8860.625-0.9460.7920.6670.7980.000-0.8330.9270.4060.8080.000-0.8800.934Lights34391320-457434162865-750197800-10622713420-2821595% Lights94.498.5100.0--98.391.599.599.7100.0-99.1100.087.596.4--96.498.7100.0100.0--98.998.6Buses1100-20010-10000-01000-14% Buses2.80.30.0--0.40.00.00.30.0-0.10.00.00.0--0.00.40.00.0--0.40.2Trucks1400-53200-50130-41000-115% Trucks2.81.00.0--1.16.40.50.00.0-0.70.012.53.6--3.60.40.00.0--0.40.9Bicycles on Road0100-11000-10000-01000-13% Bicycles onRoad0.00.30.0--0.22.10.00.00.0-0.10.00.00.0--0.00.40.00.0--0.40.2Bicycles onCrosswalk----2-----2-----1-----0--% Bicycles onCrosswalk----100.0-----66.7-----50.0-----0.0--Pedestrians----0-----1-----1-----3--% Pedestrians----0.0-----33.3-----50.0-----100.0--112
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Kerber BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherKerber Blvd [SB]OutInTotal32728260921321301100033128561642132270000100001000010000003421323003RTLUP715
0
2
8
2
703
Out
757
0
1
5
1
750
In
1472
0
3
13
3
1453
Total
W 78th St [WB]
R
287
0
0
0
1
286
T
418
0
0
2
0
416
L
47
0
1
3
0
43
U
5
0
0
0
0
5
P
3
3
0
0
0
0
8810619400034710100092110202OutInTotalKerber Blvd [NB]ULTRP0197800000000013000000000020198832W 78th St [EB]Total9342710944In4572510465Out4770200479000000U34110036L3911410397T32000032R000022PTurning Movement Peak Hour Data Plot (3:45 PM)113
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM4300070000000000001020031012:15 AM020002040004000000100001712:30 AM120003110002000000000000512:45 AM2200040100010000002000027Hourly Total7900016160007000000402006291:00 AM00000000000000000000000001:15 AM10000102000200000000000031:30 AM00000001000100000000100121:45 AM0010010000000000100000001Hourly Total10100203000300001000100162:00 AM00000000000000000000000002:15 AM11000200100100000000000032:30 AM01000100000000000000000012:45 AM0100010000000000000000001Hourly Total13000400100100000000000053:00 AM01000102000200000000000033:15 AM00000000100100000000100123:30 AM01000100000000000000101123:45 AM1200030100010000000000004Hourly Total140005031004000000002012114:00 AM00000000000000000000000004:15 AM01000100000000000000000014:30 AM02001205001500001000000074:45 AM0410050100011000011010029Hourly Total071018060016100011101002175:00 AM04000403000300000000200295:15 AM341008021003000000502007185:30 AM041005031004000000202014135:45 AM280001005000510000100402420Hourly Total520200270132001510000170100317606:00 AM090029050005100011403017226:15 AM7900016051006100001402006296:30 AM5210002609200111010024060110496:45 AM4270003101830021202004307011066Hourly Total16660028203760043503018150180333166114
7:00 AM173200049021800295000057090116997:15 AM35420007713411004621100440600101377:30 AM54551001101352001564100152305201752467:45 AM35610160147700558020010121250138163Hourly Total109185201296313746011861923012446192031396458:00 AM1264100771278003650000580903171358:15 AM97100080153400581030141613803551978:30 AM96420075143910543100041914301631968:45 AM147150190056110067100021110140225183Hourly Total442708013223179321021510130314542104091607119:00 AM123730152145500513110251111701291379:15 AM14599008204970056412037601902251709:30 AM154760068149600568130012601700231599:45 AM1258701770467005330100470180325159Hourly Total5320125022792189250021618370528301710610262510:00 AM1958510830479005660000615011012617110:15 AM1550601710497005642003612220003416710:30 AM19586008306110017161000715114023019110:45 AM20652008716870076700007201210142212Hourly Total7323119113241225330125923300326624660413274111:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Hourly Total7028332003852267590032822250029542870314388512:00 PM2069800972821600100931001313027054025012:15 PM297214111161711200841121001415031034626012:30 PM1389300105170110082821011111229014224012:45 PM20889101182771300928220012221260149271Hourly Total823183421436630052003583695015061311301017710211:00 PM1971800980831300966100171002500352361:15 PM1875420991689007890200111502000352231:30 PM2069700961669007682002101521703342161:45 PM33727001120581600748110110143241142238Hourly Total902872620405227547003243143043854586141469132:00 PM41636101111712000924210071143900542642:15 PM2087400111071130084155200222326202873042:30 PM168111001080757008282001101523200492492:45 PM2287800117370130086305008251390065276Hourly Total99318291044742875300344309801477491720225510933:00 PM16961000122179120092116000172515001763073:15 PM28785011111911400106511007924103522763:30 PM276613031062881300103131000141814102602833:45 PM20821010113110722001309210012142220138293Hourly Total913223814452536561004313810200506661540722611594:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Hourly Total1003785712536837880104674581003636261370220512715:00 PM2387110012121021400118142000161213301463015:15 PM2184110011621042200128702019194270050303115
5:30 PM369590014001051700122122202161713701553335:45 PM34664001042991700118701038211330355285Hourly Total114332350048164107000486404506496971300520612226:00 PM2383100011617280081160100172011600372516:15 PM18807001052751200895220091311600302336:30 PM1574610963738148590202111311700312236:45 PM206360189056400609130113170180235197Hourly Total763002911406627632143153938035063367021339047:00 PM146081083160401655210181102706381947:15 PM167052093267320747110091921800392157:30 PM13655008304741452503048801404221657:45 PM13479006914670054720019100120022154Hourly Total5624227303284220183524524550634482710101217288:00 PM15343025224270051611008601304191308:15 PM1032410474361014131002470702141068:30 PM13381005203110032301004301305161048:45 PM832100410212002310002110700873Hourly Total46136912192613011011471322041717040011574139:00 PM7291003702252029100001114016739:15 PM9233003512811031000000108009759:30 PM5211002721420018000010305038539:45 PM32700030083001110100210400548Hourly Total241005001293721130892010136121042824910:00 PM160007010400141000011020032510:15 PM47100121620092010031020032710:30 PM2400061410060000001000011310:45 PM1800090190001910000100000029Hourly Total82510034239700484010053040079411:00 PM0310040700070000000010011211:15 PM130004031004000000100001911:30 PM0510060610070000000000001311:45 PM1100021200030010011010028Hourly Total212200161182002100100120200442Grand Total116840493821318561265383564991345584016572044538798521451189230213010Approach %20.872.16.80.2--1.484.114.20.2--74.512.113.40.0--34.72.363.00.0---Total %9.031.12.90.1-43.10.529.55.00.1-35.03.10.50.60.0-4.16.10.411.20.0-17.7-Lights1124396237613-54756337446429-445839865720-5357815114041-223712705% Lights96.297.998.4100.0-97.696.997.698.9100.0-97.899.3100.0100.0--99.497.998.196.8100.0-97.297.7Buses271920-4812010-222000-280320-40112% Buses2.30.50.50.0-0.91.50.50.20.0-0.50.50.00.0--0.41.00.02.20.0-1.70.9Trucks165630-7515960-661000-191150-25167% Trucks1.41.40.80.0-1.31.51.50.90.0-1.40.20.00.0--0.21.11.91.00.0-1.11.3Bicycles on Road11210-1401200-120000-00000-026% Bicycles onRoad0.10.30.30.0-0.20.00.30.00.0-0.30.00.00.0--0.00.00.00.00.0-0.00.2Bicycles onCrosswalk----1-----4-----5-----18--% Bicycles onCrosswalk----5.6-----30.8-----11.4-----20.2--Pedestrians----17-----9-----39-----71--% Pedestrians----94.4-----69.2-----88.6-----79.8--116
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1832223740692840682225471010001883230241851404517811032080015190000000000089145152798189RTLUP4928
0
12
65
27
4824
Out
4558
0
12
66
22
4458
In
9486
0
24
131
49
9282
Total
W 78th St [WB]
R
649
0
0
6
1
642
T
3835
0
12
59
20
3744
L
65
0
0
1
1
63
U
9
0
0
0
0
9
P
13
13
0
0
0
0
49053510253255161010004995381037OutInTotalPrivate Driveway [NB]ULTRP0398657200200001000000000000440401657244W 78th St [EB]Total1103410215026011312In547548751405612Out55595475120570013000013U11242716101168L396219561204049T3762310382R00001818PTurning Movement Data Plot117
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM18579008415712007040000414021003519311:15 AM185611008506118007921200515020003520411:30 AM21697009707311008460000614022023622311:45 AM1310150011917618009510130014112240137265Total70283320038522675900328222500295428703143885Approach %18.273.58.30.0--0.681.418.00.0--75.96.917.20.0--37.81.460.80.0---Total %7.932.03.60.0-43.50.230.26.70.0-37.12.50.20.60.0-3.36.10.29.80.0-16.2-PHF0.8330.7000.7270.000-0.8090.5000.8780.8190.000-0.8630.5500.5000.4170.000-0.5180.9000.2500.9060.000-0.9660.835Lights69278310-3782264560-32221250-28512860-139867% Lights98.698.296.9--98.2100.098.994.9--98.295.5100.0100.0--96.694.4100.098.9--97.298.0Buses0000-00000-00000-00000-00% Buses0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks1510-70330-61000-13010-418% Trucks1.41.83.1--1.80.01.15.1--1.84.50.00.0--3.45.60.01.1--2.82.0Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------------------0.0--Pedestrians----0-----0-----0-----3--% Pedestrians----------------------100.0--118
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal1271392660004480000001311432748625100000001030000000000038725403RTLUP342
0
0
8
0
334
Out
328
0
0
6
0
322
In
670
0
0
14
0
656
Total
W 78th St [WB]
R
59
0
0
3
0
56
T
267
0
0
3
0
264
L
2
0
0
0
0
2
U
0
0
0
0
0
0
P
0
0
0
0
0
0
352863000112000000362965OutInTotalPrivate Driveway [NB]ULTRP02125000000010000000000000022250W 78th St [EB]Total74901200761In3780700385Out3710500376000000U69010070L2780500283T31010032R000000PTurning Movement Peak Hour Data Plot (11:00 AM)119
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (4:00 PM)Start TimeW 78th StW 78th StPrivate DrivewayLaredo BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:00 PM31861312131199150011562602141823301533134:15 PM29112210016231002300126103001131703500523534:30 PM249515001342911710111112200151423300493094:45 PM1685800109288250011518120021132360151296Total100378571253683788010467458100363626137022051271Approach %18.770.510.60.2--1.780.917.10.2--71.412.715.90.0--30.22.966.80.0---Total %7.929.74.50.1-42.20.629.76.30.1-36.73.50.60.80.0-5.04.90.510.80.0-16.1-PHF0.8060.8440.6790.250-0.8270.6670.9450.8000.250-0.9270.6250.6670.4170.000-0.7500.8610.7500.9510.000-0.9670.900Lights99371571-5288373801-462458100-636161350-2021255% Lights99.098.1100.0100.0-98.5100.098.7100.0100.0-98.9100.0100.0100.0--100.098.4100.098.5--98.598.7Buses0100-10200-20000-01010-25% Buses0.00.30.00.0-0.20.00.50.00.0-0.40.00.00.0--0.01.60.00.7--1.00.4Trucks1500-60200-20000-00010-19% Trucks1.01.30.00.0-1.10.00.50.00.0-0.40.00.00.0--0.00.00.00.7--0.50.7Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.20.00.30.00.0-0.20.00.00.0--0.00.00.00.0--0.00.2Bicycles onCrosswalk----1-----0-----0-----1--% Bicycles onCrosswalk----50.0-----------0.0-----50.0--Pedestrians----1-----0-----3-----1--% Pedestrians----50.0-----------100.0-----50.0--120
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Laredo BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 4:00 PMEnding At05/24/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherLaredo Blvd [SB]OutInTotal187202389022112000000188205393135661001010010000000000000213766202RTLUP451
0
1
5
2
443
Out
467
0
1
2
2
462
In
918
0
2
7
4
905
Total
W 78th St [WB]
R
80
0
0
0
0
80
T
378
0
1
2
2
373
L
8
0
0
0
0
8
U
1
0
0
0
0
1
P
0
0
0
0
0
0
71631340000000000007163134OutInTotalPrivate Driveway [NB]ULTRP0458100000000000000000000030458103W 78th St [EB]Total108249201097In5281610536Out5543310561100001U990100100L3711510378T57000057R000022PTurning Movement Peak Hour Data Plot (4:00 PM)121
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0510061100022020040000001212:15 AM0120030400042010030000001012:30 AM021003010001001001000000512:45 AM1200030100010020020000006Hourly Total110400151700084060010000000331:00 AM00000000000010000100000011:15 AM01000111000230000300000061:30 AM00020202000211000200000061:45 AM0100010000000000000000001Hourly Total020204130004510006000000142:00 AM00000000000010100200000022:15 AM00000000000010100200000022:30 AM01000100000010000100000022:45 AM0110020000001000010000003Hourly Total02100300000040200600000093:00 AM00000002000231100500000073:15 AM00200210000100000000000033:30 AM01200301000120000202001283:45 AM0210030100014010050000009Hourly Total0350081400059120012020012274:00 AM00300300000000000000000034:15 AM11100300000000000000000034:30 AM01100241000510000110000194:45 AM05300821000310000100001012Hourly Total1780016620008200002100011275:00 AM1450010320005300003000000185:15 AM0550010220004212005200002215:30 AM1540010320005200012040024215:45 AM08100018560001162100900004038Hourly Total22224004813120002513330119240066986:00 AM08130021260008421007032025416:15 AM1121201253500086150012030003486:30 AM0192401436100001610050115121014786:45 AM0272200496220002820390032011012111Hourly Total16671021381743000604062001661940414278122
7:00 AM130410172826000342031700400010011477:15 AM352350090933000421332701430430071827:30 AM56648001193458200942243700632320072837:45 AM34559001072554000793411200065223027258Hourly Total12193183013887617120024989211010121149902228708:00 AM3513400881131100433221800520030331868:15 AM463372010631580008927727006114505102668:30 AM24746009517661008440131300663150792548:45 AM8675410130184730068407240071123016275Hourly Total1722817130419772025002841392982002505716016289819:00 AM63648019013475006547714006834603132369:15 AM65552201152150100723952202663410182619:30 AM6423440862344300703982701740620282389:45 AM106250101231552102684771703713610010272Hourly Total2819518471414721931002275172278006279920100639100710:00 AM55839101031945101654511250081262011025910:15 AM8593240103205320075439140166258001525910:30 AM4483830932158100804811210180179021727010:45 AM1161373011231643009845928008201350218310Hourly Total2822614611041191220701318181408802309531240560109811:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Hourly Total44269230132556121243110037526635101014021428440686141912:00 PM13866130163397250211677121800107357021540112:15 PM98068511623382100116739300011211213042641612:30 PM1377686016427752001045662400863125002037412:45 PM1290604016642605011077816270112126130121415Hourly Total47333257181655141289130344328443990142693538078216061:00 PM666555013235766021177773504119171300213891:15 PM665655014125714001007582701110271500243751:30 PM12726830155187040092531118028248503173461:45 PM12784460140237100094621534001111630010355Hourly Total362812321905681012881402403267411140742282836037214652:00 PM966478013030794011137464500125461101213892:15 PM572633014349982011496710340011158303164192:30 PM670556013736791001166111370110934900163782:45 PM6773640123407630011977434021156990024381Hourly Total2628520121053315533210024972793115003460182732047715673:00 PM879562114541903001346793200108671000234103:15 PM469658114638101200141711136001186191401394443:30 PM871648015144931001387813340012517402124263:45 PM6777083161431042001498983400131032025446Hourly Total262962552656031663888005623054113600482133630057917264:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM489773317340892001317874300128210802204524:45 PM882656016145993001476542700961660013417Hourly Total283832671846961663811303560308321500149083333057418205:00 PM77346110137449920014582113700130371002204325:15 PM8776090154311043001388816400014447100221457123
5:30 PM12105672518633115401152827300411934803154725:45 PM38170421583991602136741229001151690316425Hourly Total30336243267635147409150357132646136045081124370107217866:00 PM5647561150267700010364742001132330083746:15 PM5805410014927671019579423001061030043546:30 PM472686015019781009872727031061030043586:45 PM26065101282161100836032700902350010311Hourly Total162762622315779328330137927521119034156614002613977:00 PM256523111328660009454424008219406143037:15 PM17446411252071200935221802721530392997:30 PM45345101031944300664002201622020042357:45 PM258492011119490026841312005611010012247Hourly Total9241192102452862305023211879760327252410093910848:00 PM142410084124510058442100056011102122108:15 PM2303120651532000474121402570160071768:30 PM243242071113410046233901350030031558:45 PM02416004082100029302190151030003123Hourly Total5139112402604613220018013895204199052002256649:00 PM02727005491800027282802381110031229:15 PM02513013863100137201800290100311059:30 PM0191430366120001815190025002022819:45 PM025902344900013903001201001160Hourly Total0966333162257000195724280210413306736810:00 PM0670213580001355000100310044010:15 PM0840012280001080400120100013510:30 PM15500111220054110060010012310:45 PM07300104160002030200500000035Hourly Total1261902461234200482067003304200613311:00 PM0270094500095020070100012611:15 PM02400600000080200100010011711:30 PM0330062400062030050000001711:45 PM01200303000350100602300517Hourly Total08160024612000182008002803400777Grand Total3583923314620431763116203948120020568834054461560040541112033836609882419554Approach %4.751.441.22.7--28.569.42.10.0--62.98.228.80.0--14.641.044.40.0---Total %1.820.116.11.0-39.08.320.20.60.0-29.117.42.38.00.0-27.70.61.71.90.0-4.2-Lights35638273091204-7478158738541180-5559335543915250-53191203343560-81019166% Lights99.497.698.3100.0-98.098.097.698.3--97.798.598.497.8--98.3100.098.897.3--98.398.0Buses02750-32262500-5131150-190000-0102% Buses0.00.70.20.0-0.41.60.60.0--0.90.10.21.0--0.40.00.00.0--0.00.5Trucks254490-10576010-68475200-720450-9254% Trucks0.61.41.60.0-1.40.41.50.8--1.21.41.11.3--1.30.01.21.4--1.11.3Bicycles on Road01510-160910-100100-10050-532% Bicycles onRoad0.00.40.00.0-0.20.00.20.8--0.20.00.20.0--0.00.00.01.4--0.60.2Bicycles onCrosswalk----12-----7-----9-----18--% Bicycles onCrosswalk----38.7-----35.0-----22.5-----18.4--Pedestrians----19-----13-----31-----80--% Pedestrians----61.3-----65.0-----77.5-----81.6--124
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal91381017231018917257000924824174835633412000000005400050000000098366338120098RTLUP5603
0
15
74
42
5472
Out
5688
0
10
68
51
5559
In
11291
0
25
142
93
11031
Total
W 78th St [WB]
R
120
0
1
1
0
118
T
3948
0
9
60
25
3854
L
1620
0
0
7
26
1587
U
0
0
0
0
0
0
P
20
20
0
0
0
0
501253191033131195060721321120005104541110515OutInTotalMarket Blvd [NB]ULTRP033554391525003115004752000010000004003405446156040W 78th St [EB]Total152476021730015554In7478321051607631Out77692811214079232040000204U3560200358L382727541503923T3091549103146R00003131PTurning Movement Data Plot125
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM175245311172753100817282800108259011632211:15 AM1161604113635491008567923019961111002834811:30 AM968552013428646009860112600973715022535411:45 AM788704016931773001116772400983590317395Total442692301325561212431100375266351010140214284406861419Approach %7.948.441.42.3--32.364.82.90.0--66.28.725.10.0--16.332.651.20.0---Total %3.119.016.20.9-39.28.517.10.80.0-26.418.72.57.10.0-28.31.02.03.10.0-6.1-PHF0.6470.7640.8210.813-0.8220.8640.7890.4580.000-0.8450.9240.7950.9020.000-0.9310.5830.6360.7330.000-0.7680.898Lights4426322713-547121238110-37026335980-3961428440-861399% Lights100.097.898.7100.0-98.4100.097.9100.0--98.798.9100.097.0--98.5100.0100.0100.0--100.098.6Buses0000-00000-00000-00000-00% Buses0.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.0Trucks0530-80500-53030-60000-019% Trucks0.01.91.30.0-1.40.02.10.0--1.31.10.03.0--1.50.00.00.0--0.01.3Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----1-----0-----0-----2--% Bicycles onCrosswalk----50.0-----------0.0-----33.3--Pedestrians----1-----0-----1-----4--% Pedestrians----50.0-----------100.0-----66.7--126
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal90861760000000000009086176442814000000000000000000000644281406RTLUP384
0
1
8
0
375
Out
375
0
0
5
0
370
In
759
0
1
13
0
745
Total
W 78th St [WB]
R
11
0
0
0
0
11
T
243
0
0
5
0
238
L
121
0
0
0
0
121
U
0
0
0
0
0
0
P
0
0
0
0
0
0
376396772000369000000379402781OutInTotalMarket Blvd [NB]ULTRP026335980000000303000000000010266351011W 78th St [EB]Total1105016101122In5470810556Out558080056613000013U44000044L2630510269T2270300230R000022PTurning Movement Peak Hour Data Plot (11:00 AM)127
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (3:45 PM)Start TimeW 78th StW 78th StMarket BlvdMarket BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:45 PM67770831614310420014989834001310320254464:00 PM7106693018536956021378112350112816901164664:15 PM91065661177459820114584945001384111002254854:30 PM48977331734089200131787430012821080220452Total26378272207696164386120356233236157015257302907661849Approach %3.754.339.12.9--29.268.72.10.0--63.26.929.90.0--10.645.543.90.0---Total %1.420.414.71.1-37.68.920.90.60.0-30.418.01.98.50.0-28.40.41.61.60.0-3.6-PHF0.7220.8920.8830.625-0.9410.9110.9280.5000.000-0.9430.9330.7500.8720.000-0.9510.4380.6820.7250.000-0.6600.953Lights2636927020-685161382110-554330361550-521730290-661826% Lights100.097.699.3100.0-98.498.299.091.7--98.699.4100.098.7--99.2100.0100.0100.0--100.098.8Buses0200-22000-20000-00000-04% Buses0.00.50.00.0-0.31.20.00.0--0.40.00.00.0--0.00.00.00.0--0.00.2Trucks0620-81310-52020-40000-017% Trucks0.01.60.70.0-1.10.60.88.3--0.90.60.01.3--0.80.00.00.0--0.00.9Bicycles on Road0100-10100-10000-00000-02% Bicycles onRoad0.00.30.00.0-0.10.00.30.0--0.20.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----2-----1-----0-----2--% Bicycles onCrosswalk----28.6-----33.3-----0.0-----28.6--Pedestrians----5-----2-----1-----5--% Pedestrians----71.4-----66.7-----100.0-----71.4--128
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Market BlvdSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 3:45 PMEnding At05/24/2023 4:45 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal736613900010100000074661402930700000000000000000000072930707RTLUP542
0
1
8
2
531
Out
562
0
1
5
2
554
In
1104
0
2
13
4
1085
Total
W 78th St [WB]
R
12
0
0
1
0
11
T
386
0
1
3
0
382
L
164
0
0
1
2
161
U
0
0
0
0
0
0
P
3
3
0
0
0
0
461521982202347000000466525991OutInTotalMarket Blvd [NB]ULTRP0330361550000000202000000000010332361571W 78th St [EB]Total1446213201463In6852810696Out761051076720000020U26000026L3692610378T2700200272R000077PTurning Movement Peak Hour Data Plot (3:45 PM)129
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPowers BlvdPowers BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM000000200002051006100001912:15 AM0011023110050340071110031712:30 AM0100012100030240060200021212:45 AM0000001000010300030000004Hourly Total011103821001101390022231006421:00 AM00000010000102000200000031:15 AM00000000000001000100000011:30 AM00000020000203000300000051:45 AM0000000000000120030000003Hourly Total000000300003072009000000122:00 AM010001200002041005020002102:15 AM00000000100112000303000372:30 AM01000100000002100310000152:45 AM0000001100020100010100014Hourly Total0200023110051920012160007263:00 AM00000011000201000100000033:15 AM00000001000101000102000243:30 AM00000000000000000002000223:45 AM0000000010010010010400046Hourly Total000000121004021003080008154:00 AM00000020000202000202000264:15 AM00000000000002000202000244:30 AM0000002000020300031900010154:45 AM10000100100111400609000917Hourly Total100001401005184001312200023425:00 AM0000002000020310044900113195:15 AM01000101000102000202000020245:30 AM031004410005086001413230036595:45 AM922001310300416900161293003366Hourly Total963001872300121191600366906011021686:00 AM1330074110062810002022120425586:15 AM1220053300060175002213910041746:30 AM03010470000702813004143930246986:45 AM0520071262002004218006066850079166Hourly Total213710232610300392954600143131671106191396130
7:00 AM3124001914350022131320064155403601657:15 AM48100131641200322583800981573400922357:30 AM321200263113120156177350011371055001173127:45 AM6153002431145005038043001261383900105305Hourly Total16561000829234340116072461480040136316220337410178:00 AM6153002421710103946236001021871801972628:15 AM21120015389100057058420010016813031002728:30 AM71310021531715018547454001321574801973358:45 AM8940021321316006125852001122673610106300Hourly Total2348100081144465111242102521840044675299251540011699:00 AM7107002432149025525448001041069702862699:15 AM51430022351620007135161001151772301923009:30 AM6151002237148005935860001211948201692719:45 AM29200134781400692717400147195370179308Hourly Total20481300811515251022541023424300487652421905326114810:00 AM31220017581781084343640011017491036727810:15 AM42210027479140070147790012716564077630010:30 AM321300275914260099360720013512504016632710:45 AM4147002547181900844607300137245150180326Hourly Total146913009621158671033711210288005096920614012289123111:00 AM4160002068211930111453850014216397016233511:15 AM4305003962232710113470690014324553018237711:30 AM51640025892736211544531200017728495018243811:45 AM726500389932200115146211000176265460386451Hourly Total20881400122318103102625291623838400638941972106312160112:00 PM42870039972416001373731120018828574018945312:15 PM32520030902326011394621160018229547009044112:30 PM229300341042145001704861010019125426007346812:45 PM92570041972936001629799200180373420073456Hourly Total18107190014438897123016082030042100741119187190132518181:00 PM521500319331322015837972001542446200724151:15 PM618600307626370113946487001552744601774011:30 PM419900328027180012525279001332153302773671:45 PM12230026751824001175538610145243810063351Hourly Total1680230011932410211121539142483241058796181120328915342:00 PM215200196533241212306578001433047802853702:15 PM114200178325400014807375001482460101853982:30 PM619510317924320013549478001761344500624042:45 PM32650034981931001483829200177265270085444Hourly Total127414101013251011271255473143230064493203210331716163:00 PM91840031110333110175265671013525806001114523:15 PM9224003589312800148383760016219765001004453:30 PM722100308135440116029383001782159401844523:45 PM819300308733360215639468001652979402112463Hourly Total3381120012636713213913639103352941064094294190340718124:00 PM9205003499393900177310989002011674401945064:15 PM429601397732300013931301010023417849001105224:30 PM8211003010430430017710125920022729766021115454:45 PM7343004480164710144797970020125891001124513Hourly Total28104150114736011715910637234613790086387323290443920865:00 PM92230134914243001767124800121127708001055265:15 PM15319015592303400156251501000027521771404112598131
5:30 PM11268004510035430017814128850022725765011065565:45 PM72020029862929001441510073001882570901104465Hourly Total4299220216336913614900654615023380190198293360642721456:00 PM42550034603037031271211583002102053502784496:15 PM102340137852432011411211597002243063301964986:30 PM4195002863212900113511168001842255700844096:45 PM10192003163221900104161028500203196330185423Hourly Total288616011302719711704485454433330082191234180434317797:00 PM2135012010928190015696360001321846901733817:15 PM1156002271252900125116248001212355501833517:30 PM321240048719240010455658001191735003523237:45 PM1126011946182301874614900114143340051271Hourly Total7614102109297809501472292422150048672169180525913268:00 PM667001946261700895523700941057101682708:15 PM4360013421110016317133001051846300672488:30 PM661011344141201702563600941150401652428:45 PM820250053341410005804736008393510145239Hourly Total2435390198166654902280822614200376481889032459999:00 PM510210036298130050247290078849300602249:15 PM29600173812110061132250058960100702069:30 PM3512002019580032028160044548200551519:45 PM3400071786003122710003952710033110Hourly Total1328390080103333800174513480002192718470021869110:00 PM2200041135001902760033217100207610:15 PM0110024290015025130038215000177210:30 PM3000031323001801260018310100145310:45 PM1100028310012010300132110001340Hourly Total6410011361018006407428001029532006424111:00 PM130004413008011200132600083311:15 PM0010015320010010400141410063111:30 PM00000020100305500101500061911:45 PM000000101002083001115000619Hourly Total1310051247002303414004852010026102Grand Total3331093313371742398612841447132067302814646421821914712013885310170539723016Approach %19.162.718.00.2--59.219.121.50.2--3.150.846.10.0--22.372.05.70.0---Total %1.44.71.40.0-7.617.35.66.30.1-29.21.220.218.30.0-39.75.216.91.30.0-23.4-Lights31410813112-170839261265143413-6638279448041522-8913119837542961-524922508% Lights94.398.999.466.7-98.098.598.599.1100.0-98.699.396.498.4100.0-97.499.896.695.5100.0-97.397.8Buses4411-1024520-31029330-6211330-17120% Buses1.20.40.333.3-0.60.60.40.10.0-0.50.00.60.80.0-0.70.10.31.00.0-0.30.5Trucks2310-6354110-502135300-167211320-117340% Trucks0.60.30.30.0-0.30.90.30.80.0-0.70.72.90.70.0-1.80.22.90.60.0-2.21.5Bicycles on Road13500-1811000-110230-50590-1448% Bicycles onRoad3.90.50.00.0-1.00.00.80.00.0-0.20.00.00.10.0-0.10.00.12.90.0-0.30.2Bicycles onCrosswalk----4-----14-----0-----41--% Bicycles onCrosswalk----57.1-----70.0-----0.0-----58.6--Pedestrians----3-----6-----1-----29--% Pedestrians----42.9-----30.0-----100.0-----41.4--132
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 405/31/2023 12:00 AMEnding At06/01/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherPowers Blvd [SB]OutInTotal62295249114783517521481172651514290006427539711824296375411981031310021132009500000007031038851201170RTLUP6525
0
8
35
38
6444
Out
6730
0
11
50
31
6638
In
13255
0
19
85
69
13082
Total
W 78th St [WB]
R
1447
0
0
11
2
1434
T
1284
0
10
4
5
1265
L
3986
0
1
35
24
3926
U
13
0
0
0
0
13
P
20
20
0
0
0
0
7993891316906386210014916731665110008186914717333OutInTotalPowers Blvd [NB]ULTRP227944804152000293300213530000230000012281464642181W 78th St [EB]Total355019143703620In17081061801742Out1842981901878210003U31442130333L108143501093T3111100313R000077PTurning Movement Data Plot133
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StPowers BlvdPowers BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM4160002068211930111453850014216397016233511:15 AM4305003962232710113470690014324553018237711:30 AM51640025892736211544531200017728495018243811:45 AM726500389932200115146211000176265460386451Total208814001223181031026252916238384006389419721063121601Approach %16.472.111.50.0--60.119.519.31.1--2.537.360.20.0--30.163.16.70.0---Total %1.25.50.90.0-7.619.96.46.40.4-33.01.014.924.00.0-39.95.912.31.30.0-19.5-PHF0.7140.7330.7000.000-0.7820.8030.8050.7080.500-0.8591.0000.8500.8000.000-0.9010.8390.8950.7500.000-0.9070.887Lights1888140-1203161021026-526162243800-62094178210-2931559% Lights90.0100.0100.0--98.499.499.0100.0100.0-99.4100.094.199.0--97.2100.090.4100.0--93.997.4Buses0000-01000-10020-20000-03% Buses0.00.00.0--0.00.30.00.00.0-0.20.00.00.5--0.30.00.00.0--0.00.2Trucks1000-11100-201420-1601600-1635% Trucks5.00.00.0--0.80.31.00.00.0-0.40.05.90.5--2.50.08.10.0--5.12.2Bicycles on Road1000-10000-00000-00300-34% Bicycles onRoad5.00.00.0--0.80.00.00.00.0-0.00.00.00.0--0.00.01.50.0--1.00.2Bicycles onCrosswalk----0-----2-----0-----3--% Bicycles onCrosswalk----------100.0-----------50.0--Pedestrians----0-----0-----0-----3--% Pedestrians----------0.0-----------50.0--134
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 6Peak Hour Data05/31/2023 11:00 AMEnding At05/31/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherPowers Blvd [SB]OutInTotal344293637000151631134000360312672211789400000000160000300000006211979406RTLUP572
0
0
2
2
568
Out
529
0
0
2
1
526
In
1101
0
0
4
3
1094
Total
W 78th St [WB]
R
102
0
0
0
0
102
T
103
0
0
1
0
102
L
318
0
0
1
1
316
U
6
0
0
0
0
6
P
2
2
0
0
0
0
50862011281231716333030005296381167OutInTotalPowers Blvd [NB]ULTRP01622438000002000142000000000000162383840W 78th St [EB]Total2590210262In1200110122Out1390100140000000U18011020L88000088T14000014R000000PTurning Movement Peak Hour Data Plot (11:00 AM)135
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 7Turning Movement Peak Hour Data (4:45 PM)Start TimeW 78th StW 78th StPowers BlvdPowers BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM73430044801647101447979700201258910011245135:00 PM92230134914243001767124800121127708001055265:15 PM153190155923034001562515010000275217714041125985:30 PM1126800451003543001781412885002272576501106556Total4211323021783631231671065453499362019149831237064472193Approach %23.663.512.90.0--55.518.825.50.2--5.854.639.60.0--21.969.88.30.0---Total %1.95.21.00.0-8.116.65.67.60.0-29.82.422.816.50.0-41.74.514.21.70.0-20.4-PHF0.7000.8310.6390.000-0.8090.9080.7320.8880.250-0.9190.5300.8320.9050.000-0.8310.9070.8760.6610.000-0.9010.917Lights42113220-1773611231671-652534963610-91098309360-4432182% Lights100.0100.095.7--99.499.4100.0100.0100.0-99.7100.099.499.7--99.6100.099.097.3--99.199.5Buses0010-11000-10000-00000-02% Buses0.00.04.3--0.60.30.00.00.0-0.20.00.00.0--0.00.00.00.0--0.00.1Trucks0000-01000-10310-40310-49% Trucks0.00.00.0--0.00.30.00.00.0-0.20.00.60.3--0.40.01.02.7--0.90.4Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.00.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.0Bicycles onCrosswalk----2-----0-----0-----5--% Bicycles onCrosswalk----100.0-----------0.0-----83.3--Pedestrians----0-----0-----1-----1--% Pedestrians----0.0-----------100.0-----16.7--136
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Powers BlvdSite Code:Start Date: 05/31/2023Page No: 8Peak Hour Data05/31/2023 4:45 PMEnding At05/31/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherPowers Blvd [SB]OutInTotal7054431148000347000000708447115536309980000000130000000000006373129806RTLUP574
0
0
1
0
573
Out
654
0
0
1
1
652
In
1228
0
0
2
1
1225
Total
W 78th St [WB]
R
167
0
0
0
0
167
T
123
0
0
0
0
123
L
363
0
0
1
1
361
U
1
0
0
0
0
1
P
0
0
0
0
0
0
69291016022024480000006989141612OutInTotalPowers Blvd [NB]ULTRP0534963610000000031000000000010534993621W 78th St [EB]Total3891100391In1771000178Out2120100213000000U42000042L1130000113T22100023R000022PTurning Movement Peak Hour Data Plot (4:45 PM)137
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StPrivate DrivewayPrivate DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM58960510012106100119801600240000102433:45 PM117650292171231101425090014212005253Hourly Total161651107192292292102611302500382120154964:00 PM59070010219112000131811300220020122574:15 PM5103100311816118010135601600221010222774:30 PM891801107201301201531001200220030132854:45 PM410440211216135010152100180028103034296Hourly Total22388290643971495140571341590094209071111155:00 PM311250312022113100136701600230020422815:15 PM6105722120171291001471001300232050172975:30 PM4878039991131001231001600262010732515:45 PM6915010102149100010560150021202004232Hourly Total19395252184416244630051133060009360100121610616:00 PM28411019714103000117601100171020132346:15 PM58817001107840109260120018104005225*** BREAK ***-------------------------Hourly Total71722801207211870102091202300352060184596:30 AM02110022071008001001000000316:45 AM229001310190001900100100100152Hourly Total2501015302610027002002001001837:00 AM1412004412900030002002000000767:15 AM1321013423900041100001000000767:30 AM88601195048000480010010010111457:45 AM6821008924011044003003001011137Hourly Total1624141226251561101631060070020224348:00 AM36300266044100451000011010221148:15 AM15110153156110590010010000601138:30 AM24531051145100471000010010111008:45 AM6460015265421063102013001011119Hourly Total12205414222819952021430301610301044469:00 AM253500601137000483040070000201159:15 AM4513005874001048018009100011116Grand Total1001720110439193421418151310020529921900129114133036484325Approach %5.288.95.70.2--10.488.50.60.5--34.00.765.30.0--29.22.168.80.0---Total %2.339.82.50.1-44.74.942.00.30.2-47.42.30.04.40.0-6.70.30.00.80.0-1.1-138
Lights9916851084-189621417801310-20179921900-291141330-484252% Lights99.098.098.2100.0-98.0100.098.1100.0100.0-98.3100.0100.0100.0--100.0100.0100.0100.0--100.098.3Buses01510-1601000-100000-00000-026% Buses0.00.90.90.0-0.80.00.60.00.0-0.50.00.00.0--0.00.00.00.0--0.00.6Trucks12010-2201400-140000-00000-036% Trucks1.01.20.90.0-1.10.00.80.00.0-0.70.00.00.0--0.00.00.00.0--0.00.8Bicycles on Road0000-001100-110000-00000-011% Bicycles onRoad0.00.00.00.0-0.00.00.60.00.0-0.50.00.00.0--0.00.00.00.0--0.00.3Bicycles onCrosswalk----0-----0-----0-----3--% Bicycles onCrosswalk----0.0-----------0.0-----8.3--Pedestrians----39-----0-----1-----33--% Pedestrians----100.0-----------100.0-----91.7--139
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherPrivate Driveway [SB]OutInTotal1144816200010100000011548163331140000000000000000000003633114036RTLUP1934
0
0
20
15
1899
Out
2052
0
11
14
10
2017
In
3986
0
11
34
25
3916
Total
W 78th St [WB]
R
13
0
0
0
0
13
T
1815
0
11
14
10
1780
L
214
0
0
0
0
214
U
10
0
0
0
0
10
P
0
0
0
0
0
0
323291614101101000000325291616OutInTotalPrivate Driveway [NB]ULTRP099219000000000000000000000109921901W 78th St [EB]Total381226361103885In18961622001934Out191610141101951400004U990100100L16851520001720T1081100110R00003939PTurning Movement Data Plot140
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:30 PM)Start TimeW 78th StW 78th StPrivate DrivewayPrivate DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:30 PM891801107201301201531001200220030132854:45 PM4104402112161350101521001800281030342965:00 PM311250312022113100136701600230020422815:15 PM610572212017129100147100130023205017297Total21412242845975507330588370590096301309161159Approach %4.689.85.20.4--12.886.20.50.5--38.50.061.50.0--18.80.081.30.0---Total %1.835.52.10.2-39.66.543.70.30.3-50.73.20.05.10.0-8.30.30.01.10.0-1.4-PHF0.6560.9200.7500.250-0.9560.8520.9390.7500.375-0.9610.9250.0000.8190.000-0.8570.3750.0000.6500.000-0.5710.976Lights21409242-4567550633-587370590-9630130-161155% Lights100.099.3100.0100.0-99.3100.099.8100.0100.0-99.8100.0-100.0--100.0100.0-100.0--100.099.7Buses0100-10100-10000-00000-02% Buses0.00.20.00.0-0.20.00.20.00.0-0.20.0-0.0--0.00.0-0.0--0.00.2Trucks0200-20000-00000-00000-02% Trucks0.00.50.00.0-0.40.00.00.00.0-0.00.0-0.0--0.00.0-0.0--0.00.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.00.0-0.00.00.00.00.0-0.00.0-0.0--0.00.0-0.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----0.0-----------------11.1--Pedestrians----8-----0-----0-----8--% Pedestrians----100.0-----------------88.9--141
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:30 PMEnding At05/22/2023 5:30 PMLightsBusesTrucksBicycles on RoadOtherPrivate Driveway [SB]OutInTotal24164000000000000024164013030000000000000000000009130309RTLUP477
0
0
2
1
474
Out
588
0
0
0
1
587
In
1065
0
0
2
2
1061
Total
W 78th St [WB]
R
3
0
0
0
0
3
T
507
0
0
0
1
506
L
75
0
0
0
0
75
U
3
0
0
0
0
3
P
0
0
0
0
0
0
99961950000000000009996195OutInTotalPrivate Driveway [NB]ULTRP0370590000000000000000000000370590W 78th St [EB]Total101422001018In4561200459Out5581000559200002U21000021L4091200412T24000024R000088PTurning Movement Peak Hour Data Plot (4:30 PM)142
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimeW 78th StW 78th StPrivate DrivewayPrivate DrivewayEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM88601195048000480010010010111457:45 AM68210089240110440030030010111378:00 AM36300266044100451000011010221148:15 AM1511015315611059001001000060113Total1828221430331883201961050061030104509Approach %5.993.10.70.3--1.595.91.51.0--16.70.083.30.0--25.00.075.00.0---Total %3.555.40.40.2-59.50.636.90.60.4-38.50.20.01.00.0-1.20.20.00.60.0-0.8-PHF0.5630.8200.5000.250-0.7970.3750.8390.7500.500-0.8310.2500.0000.4170.000-0.5000.2500.0000.7500.000-0.5000.878Lights1827121-292317532-1831050-61030-4485% Lights100.096.1100.0100.0-96.4100.093.1100.0100.0-93.4100.0-100.0--100.0100.0-100.0--100.095.3Buses0500-50500-50000-00000-010% Buses0.01.80.00.0-1.70.02.70.00.0-2.60.0-0.0--0.00.0-0.0--0.02.0Trucks0600-60600-60000-00000-012% Trucks0.02.10.00.0-2.00.03.20.00.0-3.10.0-0.0--0.00.0-0.0--0.02.4Bicycles on Road0000-00200-20000-00000-02% Bicycles onRoad0.00.00.00.0-0.00.01.10.00.0-1.00.0-0.0--0.00.0-0.0--0.00.4Bicycles onCrosswalk----0-----0-----0-----1--% Bicycles onCrosswalk----0.0-----------------10.0--Pedestrians----4-----0-----0-----9--% Pedestrians----100.0-----------------90.0--143
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & Retail Entrance (Eastof Laredo Dr)Site Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherPrivate Driveway [SB]OutInTotal214250000000000002142530100000000000000000000010301010RTLUP290
0
0
6
5
279
Out
196
0
2
6
5
183
In
486
0
2
12
10
462
Total
W 78th St [WB]
R
3
0
0
0
0
3
T
188
0
2
6
5
175
L
3
0
0
0
0
3
U
2
0
0
0
0
2
P
0
0
0
0
0
0
56110000000000005611OutInTotalPrivate Driveway [NB]ULTRP010500000000000000000000001050W 78th St [EB]Total472101220496In2925600303Out1805620193100001U18000018L2715600282T200002R000044PTurning Movement Peak Hour Data Plot (7:30 AM)144
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 1Turning Movement DataStart TimeW 78th StW 78th StTarget LaneTarget LaneEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 AM0130040200024010050000001112:15 AM004004110002102003000000912:30 AM013004110002201003000000912:45 AM0100010100013010040000006Hourly Total0310001325000710050015000000351:00 AM00000000000000000000000001:15 AM01100211000210100200000061:30 AM00000002000200000000000021:45 AM0300030000001000010000004Hourly Total041005130004201003000000122:00 AM01000110000110000100000032:15 AM01000100000010000100000022:30 AM10100200000000000000000022:45 AM0100010100011000010010014Hourly Total131005110002300003001001113:00 AM00000001000100000000000013:15 AM00000000000000000000000003:30 AM01001101000100000000000023:45 AM0010010200020000000000003Hourly Total01101204000400000000000064:00 AM00000001000100000000000014:15 AM01000100000000000000000014:30 AM00000001000100000000000014:45 AM0600060100010000000010118Hourly Total070007030003000000001011115:00 AM02000203100400000000000065:15 AM13000412100400100100000095:30 AM251008040004000000000000125:45 AM6105002113000400000000104126Hourly Total9206003521220016001001001041536:00 AM143008071008000000002002186:15 AM21110014011002100001000000176:30 AM4142002011110013100001100021356:45 AM730500422115011800101100001061Hourly Total145911008433080141201013102033131145
7:00 AM11298004823230037101002402006937:15 AM74110005822250029601007200012967:30 AM1159100080054400584020063120161507:45 AM15558007825660064403007401015154Hourly Total4418436002646164180018815070022131503194938:00 AM1141120064239700483020152100031208:15 AM144622008225220056902001151602121618:30 AM103416006006860074130500184040081608:45 AM196015009454580058150800235050210185Hourly Total541816500300920423002364001701571621504336269:00 AM1947150081447400551304001762600141679:15 AM11481800774423004990900186010071519:30 AM153618006934050048708001520901111439:45 AM194722008814361051182400246040010173Hourly Total64178730031512172181020347225007420220014263410:00 AM19439007143230039715001342201813110:15 AM95526009025410006613190023418001319210:30 AM194434009735440061120700191208012019710:45 AM3251270011055120058320900415150411220Hourly Total79193960036814191190022464230009625423065274011:00 AM2350320010566160073270180045505001023311:15 AM22713611130652700653521100484411001926211:30 AM147546101361278900993831600576113012031211:45 AM22754400141156970091412210064102100022318Hourly Total812711582151239260290032814176600214257390171112512:00 PM1882671016813718009245117006310213002534812:15 PM2276740017216845101064712400728212002237212:30 PM237151011451069202816622800966214032234412:45 PM18754100134188120010144128017371120220328Hourly Total81304233116195730517123802025970130431751058913921:00 PM21673801126118940010449213016441501103041:15 PM1765390012112725109046213006181600152871:30 PM1956260010176541077311170049511103172441:45 PM19663700122767600802701810468090017265Hourly Total76254140014703729319203511535611122025331045911002:00 PM177230001191081610982821700473050282722:15 PM17683200117119880011731016004762800162972:30 PM1554330010257980092291110041711302212562:45 PM1270390012127220076401800497040011257Hourly Total61264134004592833024103831284520018423330045610823:00 PM1071411012368450095331160050521200192873:15 PM185834001101098600114281120041511100172823:30 PM17601601931086600102341160051521400212673:45 PM147246101335823009026215004375160028294Hourly Total592611372145931350200040112155900185221053008511304:00 PM20924700159693700106420200062901000193464:15 PM168441101428998101164201900611401700313504:30 PM148842001448957001102809003792701183094:45 PM2157590013789940011128021014952140021318Hourly Total71321189105823038626104431400690120937448018913235:00 PM247165001601310650012454113006852601133655:15 PM1981551015617843101054642500751190211347146
5:30 PM16904900155188811010863123008761400113615:45 PM107153001341567200844402400683260211297Hourly Total69313222106056334511204212076850029815625054613706:00 PM963660113814711008651122057440901133116:15 PM116253001261468100835902100803150192986:30 PM75751001151672300914002900691150172826:45 PM7645100122146320079530170270126029280Hourly Total342462210150158274700339203189072939425053811717:00 PM6363800801167000783902100604030172257:15 PM104445101001266100792601800440070072307:30 PM8514802107847100563201600480040242157:45 PM5453600861345101593901600553170111211Hourly Total29176167123734422530127213607100207712104298818:00 PM3364000791365000784111300551080092218:15 PM233270062752200613801200504020061798:30 PM230240056326000292801100392100031278:45 PM014130027219000213504003901101289Hourly Total7113104002242516220018914214000183721101206169:00 PM019210040526000313011900500000001219:15 PM013180031518000233401300470000001019:30 PM0201900398191002815070022003003929:45 PM11590025212000142206002800100168Hourly Total16767001352075100961011450014700400438210:00 PM12900123900012140300170000004110:15 PM0440083500086030090000002510:30 PM04100014040004140400180000003610:45 PM0200022150001760300900000028Hourly Total1122300368330004140013005300000013011:00 PM06600121300046020080000002411:15 PM022004021003100001000000811:30 PM0140050200022030050000101211:45 PM00300323000540100500000013Hourly Total09150024310100141306001900001057Grand Total83534442110886397493383724884458619103984011227902765640605373814511Approach %13.153.833.00.1--10.883.75.40.2--68.51.430.10.0--37.47.655.00.0---Total %5.823.714.50.1-44.13.426.41.70.1-31.613.20.35.80.0-19.21.90.42.80.0-5.1-Lights824338220978-631148937672458-45091896398321-2768272564030-73114319% Lights98.798.299.4100.0-98.799.298.298.8100.0-98.399.3100.099.0100.0-99.298.6100.099.3--99.198.7Buses12620-2912400-253010-40000-058% Buses0.10.80.10.0-0.50.20.60.00.0-0.50.20.00.10.0-0.10.00.00.0--0.00.4Trucks921110-4134030-4610070-174030-7111% Trucks1.10.60.50.0-0.60.61.01.20.0-1.00.50.00.80.0-0.61.40.00.7--0.90.8Bicycles on Road11500-160600-61000-10000-023% Bicycles onRoad0.10.40.00.0-0.30.00.20.00.0-0.10.10.00.00.0-0.00.00.00.0--0.00.2Bicycles onCrosswalk----3-----0-----6-----7--% Bicycles onCrosswalk----37.5-----0.0-----50.0-----13.2--Pedestrians----5-----4-----6-----46--% Pedestrians----62.5-----100.0-----50.0-----86.8--147
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 405/24/2023 12:00 AMEnding At05/25/2023 12:00 AMLightsBusesTrucksBicycles on RoadOtherTarget Lane [SB]OutInTotal110873118391011271910100011227381860403562720000000304000000000005340656276053RTLUP4568
0
15
32
27
4494
Out
4586
0
6
46
25
4509
In
9154
0
21
78
52
9003
Total
W 78th St [WB]
R
248
0
0
3
0
245
T
3837
0
6
40
24
3767
L
493
0
0
3
1
489
U
8
0
0
0
0
8
P
4
4
0
0
0
0
264327685411347141731011000266027905450OutInTotalTarget Lane [NB]ULTRP118963983200301001007001000000012119103984012W 78th St [EB]Total12385569423012558In631129411606397Out60742753706161800008U8241910835L338226211503444T2097211002110R000088PTurning Movement Data Plot148
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 5Turning Movement Peak Hour Data (11:00 AM)Start TimeW 78th StW 78th StTarget LaneTarget LaneEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total11:00 AM2350320010566160073270180045505001023311:15 AM22713611130652700653521100484411001926211:30 AM147546101361278900993831600576113012031211:45 AM22754400141156970091412210064102100022318Total8127115821512392602900328141766002142573901711125Approach %15.852.930.90.4--11.979.38.80.0--65.93.330.80.0--35.29.954.90.0---Total %7.224.114.00.2-45.53.523.12.60.0-29.212.50.65.90.0-19.02.20.63.50.0-6.3-PHF0.8800.9030.8590.500-0.9080.6500.8330.8060.000-0.8280.8600.5830.7860.000-0.8360.6250.4380.7500.000-0.8070.884Lights802681562-50639259290-3271407660-213247390-701116% Lights98.898.998.7100.0-98.8100.099.6100.0--99.799.3100.0100.0--99.596.0100.0100.0--98.699.2Buses0100-10000-00000-00000-01% Buses0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Trucks1120-40100-11000-11000-17% Trucks1.20.41.30.0-0.80.00.40.0--0.30.70.00.0--0.54.00.00.0--1.40.6Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.40.00.0-0.20.00.00.0--0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----0.0-----------------0.0--Pedestrians----1-----0-----0-----1--% Pedestrians----100.0-----------------100.0--149
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 6Peak Hour Data05/24/2023 11:00 AMEnding At05/24/2023 12:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Lane [SB]OutInTotal11670186000112000000117711883972400000000010000000000013972501RTLUP362
0
1
2
1
358
Out
328
0
0
1
0
327
In
690
0
1
3
1
685
Total
W 78th St [WB]
R
29
0
0
0
0
29
T
260
0
0
1
0
259
L
39
0
0
0
0
39
U
0
0
0
0
0
0
P
0
0
0
0
0
0
202213415000213000000204214418OutInTotalTarget Lane [NB]ULTRP014076600000001000000000000001417660W 78th St [EB]Total9461610954In5061410512Out4400200442200002U80010081L2681110271T1560200158R000011PTurning Movement Peak Hour Data Plot (11:00 AM)150
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 7Turning Movement Peak Hour Data (12:00 PM)Start TimeW 78th StW 78th StTarget LaneTarget LaneEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total12:00 PM1882671016813718009245117006310213002534812:15 PM2276740017216845101064712400728212002237212:30 PM237151011451069202816622800966214032234412:45 PM18754100134188120010144128017371120220328Total8130423311619573051712380202597013043175105891392Approach %13.149.137.60.2--15.080.34.50.3--66.41.631.90.0--34.87.957.30.0---Total %5.821.816.70.1-44.54.121.91.20.1-27.314.50.47.00.0-21.82.20.53.70.0-6.4-PHF0.8800.9270.7870.250-0.9000.7920.9080.5310.250-0.8960.7650.6250.8660.000-0.7920.7750.8750.9110.000-0.8900.935Lights813002311-61355302171-3752005960-301307510-881377% Lights100.098.799.1100.0-99.096.599.0100.0100.0-98.799.0100.099.0--99.096.8100.0100.0--98.998.9Buses0200-21000-10000-00000-03% Buses0.00.70.00.0-0.31.80.00.00.0-0.30.00.00.0--0.00.00.00.0--0.00.2Trucks0120-31300-42010-31000-111% Trucks0.00.30.90.0-0.51.81.00.00.0-1.11.00.01.0--1.03.20.00.0--1.10.8Bicycles on Road0100-10000-00000-00000-01% Bicycles onRoad0.00.30.00.0-0.20.00.00.00.0-0.00.00.00.0--0.00.00.00.0--0.00.1Bicycles onCrosswalk----1-----0-----0-----0--% Bicycles onCrosswalk----100.0-----0.0-----0.0-----0.0--Pedestrians----0-----2-----1-----5--% Pedestrians----0.0-----100.0-----100.0-----100.0--151
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 78th St & West Target EntranceSite Code:Start Date: 05/24/2023Page No: 8Peak Hour Data05/24/2023 12:00 PMEnding At05/24/2023 1:00 PMLightsBusesTrucksBicycles on RoadOtherTarget Lane [SB]OutInTotal10388191000011000000103891925173000000000010000000000055173105RTLUP433
0
1
3
2
427
Out
380
0
0
4
1
375
In
813
0
1
7
3
802
Total
W 78th St [WB]
R
17
0
0
0
0
17
T
305
0
0
3
0
302
L
57
0
0
1
1
55
U
1
0
0
0
0
1
P
2
2
0
0
0
0
293301594101336000000297304601OutInTotalTarget Lane [NB]ULTRP020059600000002010000000000102025971W 78th St [EB]Total116728101178In6132310619Out5540500559100001U81000081L3002110304T2310200233R000011PTurning Movement Peak Hour Data Plot (12:00 PM)152
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveW 79th St (North)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM10200330500816880077161000621503:45 PM0000005030080816108806220064160Hourly Total10200380800161149141016511232001263104:00 PM003003102013293500100263000651714:15 PM10002130801111102810112261000631874:30 PM001011416001109090099260110641754:45 PM0000007060013010840011227410077202Hourly Total1040351512202383393261042382582102697355:00 PM10100250100609220094168000691715:15 PM2000024020060121510127061000611965:30 PM1000212050070107400111162000631825:45 PM0000203010040804008415800059147Hourly Total401045140900230400151041632490002526966:00 PM00300340200607220074351000541376:15 PM0000003010040664107115800059134*** BREAK ***-------------------------Hourly Total0030037030010013861014541090001132716:30 AM0000001000010171001821500017366:45 AM000000301014120100221250002652Hourly Total0000004010151372004034000043887:00 AM0010010000000241002502500025517:15 AM0000000000000401004112020023647:30 AM00200220100314860055247000491097:45 AM0100012020041784008324900051139Hourly Total0130044030072190120020451412001483638:00 AM00200220001223941046248200521028:15 AM2000023030060285003323100033748:30 AM0000006000060299204053700042888:45 AM3000032020042575006402911031102Hourly Total502007130501184153233018391453101583669:00 AM0010212010030365004125100053989:15 AM000000203005137510442350003786Grand Total111160928691550412512153310880166137115192011993013Approach %39.33.657.10.0--55.20.844.00.0--0.792.36.50.5--3.196.00.80.2---Total %0.40.00.50.0-0.92.30.01.80.0-4.10.450.93.60.3-55.11.238.20.30.1-39.8-153
Lights111150-27670510-1181215241048-164835113592-11812974% Lights100.0100.093.8--96.497.10.092.7--94.4100.099.496.3100.0-99.294.698.6100.0100.0-98.598.7Buses0000-00000-00600-60900-915% Buses0.00.00.0--0.00.00.00.0--0.00.00.40.00.0-0.40.00.80.00.0-0.80.5Trucks0010-11000-10320-51600-714% Trucks0.00.06.3--3.61.40.00.0--0.80.00.21.90.0-0.32.70.50.00.0-0.60.5Bicycles on Road0000-01140-60020-21100-210% Bicycles onRoad0.00.00.0--0.01.4100.07.3--4.80.00.01.90.0-0.12.70.10.00.0-0.20.3Bicycles onCrosswalk----3-----2-----0-----0--% Bicycles onCrosswalk----33.3-----50.0--------------Pedestrians----6-----2-----0-----0--% Pedestrians----66.7-----50.0--------------154
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal1588118127696915371042600016011199280091135352009000061000110000000911513720RTLUP146
0
3
3
0
140
Out
125
0
6
1
0
118
In
271
0
9
4
0
258
Total
W 79th St (North) [WB]
R
55
0
4
0
0
51
T
1
0
1
0
0
0
L
69
0
1
1
0
67
U
0
0
0
0
0
0
P
4
4
0
0
0
0
12251648287396158513224000124416612905OutInTotalGreat Plains Blvd [NB]ULTRP812152410400060000320000200000081215331080Private Drive [EB]Total48011050In27010028Out21001022000000U11000011L100001T15010016R000099PTurning Movement Data Plot155
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimePrivate DriveW 79th St (North)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM00000070600130108400112274100772025:00 PM10100250100609220094168000691715:15 PM2000024020060121510127061000611965:30 PM100021205007010740011116200063182Total401025180140032042815104444265100270751Approach %80.00.020.00.0--56.30.043.80.0--0.096.43.40.2--1.598.10.40.0---Total %0.50.00.10.0-0.72.40.01.90.0-4.30.057.02.00.1-59.10.535.30.10.0-36.0-PHF0.5000.0000.2500.000-0.6250.6430.0000.5830.000-0.6150.0000.8840.7500.250-0.8740.5000.8950.2500.000-0.8770.929Lights4010-5180140-320428151-444426410-269750% Lights100.0-100.0--100.0100.0-100.0--100.0-100.0100.0100.0-100.0100.099.6100.0--99.699.9Buses0000-00000-00000-00000-00% Buses0.0-0.0--0.00.0-0.0--0.0-0.00.00.0-0.00.00.00.0--0.00.0Trucks0000-00000-00000-00000-00% Trucks0.0-0.0--0.00.0-0.0--0.0-0.00.00.0-0.00.00.00.0--0.00.0Bicycles on Road0000-00000-00000-00100-11% Bicycles onRoad0.0-0.0--0.00.0-0.0--0.0-0.00.00.0-0.00.00.40.0--0.40.1Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0--------------------Pedestrians----0-----0-----0-----0--% Pedestrians----0.0--------------------156
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal4462697150000000110004462707161264400000000000001000000001265400RTLUP19
0
0
0
0
19
Out
32
0
0
0
0
32
In
51
0
0
0
0
51
Total
W 79th St (North) [WB]
R
14
0
0
0
0
14
T
0
0
0
0
0
0
L
18
0
0
0
0
18
U
0
0
0
0
0
0
P
0
0
0
0
0
0
284444728000000101000285444729OutInTotalGreat Plains Blvd [NB]ULTRP104281500000000000000000000010428150Private Drive [EB]Total600006In500005Out100001000000U400004L000000T100001R000022PTurning Movement Peak Hour Data Plot (4:45 PM)157
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveW 79th St (North)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM00200220100314860055247000491097:45 AM01000120200417840083249000511398:00 AM00200220001223941046248200521028:15 AM200002303006028500332310003374Total2140079060115419319102178175200185424Approach %28.614.357.10.0--60.00.040.00.0--1.888.98.80.5--4.394.61.10.0---Total %0.50.20.90.0-1.72.10.01.40.0-3.50.945.54.50.2-51.21.941.30.50.0-43.6-PHF0.2500.2500.5000.000-0.8750.7500.0000.5000.000-0.6250.5000.6190.7920.250-0.6541.0000.8930.2500.000-0.8890.763Lights2140-78040-124191181-214817020-180413% Lights100.0100.0100.0--100.088.9-66.7--80.0100.099.094.7100.0-98.6100.097.1100.0--97.397.4Buses0000-00000-00200-20300-35% Buses0.00.00.0--0.00.0-0.0--0.00.01.00.00.0-0.90.01.70.0--1.61.2Trucks0000-01000-10010-10200-24% Trucks0.00.00.0--0.011.1-0.0--6.70.00.05.30.0-0.50.01.10.0--1.10.9Bicycles on Road0000-00020-20000-00000-02% Bicycles onRoad0.00.00.0--0.00.0-33.3--13.30.00.00.00.0-0.00.00.00.0--0.00.5Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk----------0.0--------------Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0--------------158
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(North)Site Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal1971803772350222020002011853862170800030000200000000000002175800RTLUP28
0
0
1
0
27
Out
15
0
2
1
0
12
In
43
0
2
2
0
39
Total
W 79th St (North) [WB]
R
6
0
2
0
0
4
T
0
0
0
0
0
0
L
9
0
0
1
0
8
U
0
0
0
0
0
0
P
1
1
0
0
0
0
183214397325314000000189217406OutInTotalGreat Plains Blvd [NB]ULTRP141911800020000010000000000014193190Private Drive [EB]Total13000013In700007Out600006000000U200002L100001T400004R000000PTurning Movement Peak Hour Data Plot (7:30 AM)159
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimePrivate DriveW 79th St (South)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total3:30 PM8244005412306644664001140392300622363:45 PM201300051411011639661000115149190069241Hourly Total28374001055340171283132140022918842001314774:00 PM813000395190121537839001293461600652484:15 PM200290049414010933866001253471700672504:30 PM161270144514091049756001302461700652494:45 PM13038005141301384192900142253261282283Hourly Total572124011831842004442160336300052610192761227910305:00 PM110290040414010942888101393561600752635:15 PM16241005933507115210110101644372210642985:30 PM131370251718071639884101322303102632625:45 PM1204601583100244671800125434240062249Hourly Total523153032081761702640179348303056013157931226410726:00 PM23145006985607194944400972352000572426:15 PM1814700667030710404970096442170063235*** BREAK ***-------------------------Hourly Total41292001351559014298993110019367737001204776:30 AM711600240110021611000271780016696:45 AM4022002600000021160003701912003194Hourly Total1113800500110023727000641262000471637:00 AM60120018000000132400037014110025807:15 AM8019002700000019280004701290021957:30 AM502800330000002054100750411000511597:45 AM732900390100012877000105132180051196Hourly Total26388001170100018018310026419948001485308:00 AM1102500360100012532100580361600521478:15 AM60240030000000232601050027800351158:30 AM502900341000112431100560261500411328:45 AM9028003700000029561008602970036159Hourly Total31010600137110012101145310250011846001645539:00 AM702800351000112230100531371500531429:15 AM70260033111053373420073123120036145Grand Total260147290410035822520108132788132892402212348173892412424589Approach %25.91.472.70.0--43.916.739.40.0--35.660.04.20.2--2.765.831.30.2---Total %5.70.315.90.0-21.91.30.51.10.0-2.917.228.92.00.1-48.20.717.88.50.0-27.1-160
Lights259147150-9885822520-1327771316924-2189348023852-12234532% Lights99.6100.098.1--98.5100.0100.0100.0--100.098.699.1100.0100.0-99.0100.098.299.0100.0-98.598.8Buses0050-50000-04600-100800-823% Buses0.00.00.7--0.50.00.00.0--0.00.50.50.00.0-0.50.01.00.00.0-0.60.5Trucks0090-90000-07500-120640-1031% Trucks0.00.01.2--0.90.00.00.0--0.00.90.40.00.0-0.50.00.71.00.0-0.80.7Bicycles on Road1000-10000-00100-10100-13% Bicycles onRoad0.40.00.0--0.10.00.00.0--0.00.00.10.00.0-0.00.00.10.00.0-0.10.1Bicycles onCrosswalk----4-----1-----0-----0--% Bicycles onCrosswalk----100.0-----0.9-----------0.0--Pedestrians----0-----107-----0-----4--% Pedestrians----0.0-----99.1-----------100.0--161
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal1629122328526814510152130001642124228843858023420080004600001000000043898173424RTLUP140
0
0
0
0
140
Out
132
0
0
0
0
132
In
272
0
0
0
0
272
Total
W 79th St (South) [WB]
R
52
0
0
0
0
52
T
22
0
0
0
0
22
L
58
0
0
0
0
58
U
0
0
0
0
0
0
P
108
108
0
0
0
0
157921893768131023151227112000160822123820OutInTotalGreat Plains Blvd [NB]ULTRP477713169200460007500001000000047881328920Private Drive [EB]Total2172920102202In98859101003Out1184411001199000000U2590010260L14000014T7155900729R000044PTurning Movement Data Plot162
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:45 PM)Start TimePrivate DriveW 79th St (South)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total4:45 PM130380051413013841929001422532612822835:00 PM110290040414010942888101393561600752635:15 PM16241005933507115210110101644372210642985:30 PM13137025171807163988410132230310263262Total53314502201186200374417436931305771117695242841106Approach %26.41.572.10.0--40.913.645.50.0--30.264.05.40.5--3.962.033.50.7---Total %4.80.313.10.0-18.21.60.51.80.0-4.015.733.42.80.3-52.21.015.98.60.2-25.7-PHF0.8280.3750.8840.000-0.8520.6430.5000.6250.000-0.6880.8370.9130.7750.750-0.8800.6880.7860.7660.500-0.8660.928Lights5331430-199186200-44174369313-57711175952-2831103% Lights100.0100.098.6--99.0100.0100.0100.0--100.0100.0100.0100.0100.0-100.0100.099.4100.0100.0-99.699.7Buses0010-10000-00000-00000-01% Buses0.00.00.7--0.50.00.00.0--0.00.00.00.00.0-0.00.00.00.00.0-0.00.1Trucks0010-10000-00000-00000-01% Trucks0.00.00.7--0.50.00.00.0--0.00.00.00.00.0-0.00.00.00.00.0-0.00.1Bicycles on Road0000-00000-00000-00100-11% Bicycles onRoad0.00.00.0--0.00.00.00.0--0.00.00.00.00.0-0.00.00.60.00.0-0.40.1Bicycles onCrosswalk----2-----0-----0-----0--% Bicycles onCrosswalk----100.0-----0.0-----------0.0--Pedestrians----0-----37-----0-----4--% Pedestrians----0.0-----100.0-----------100.0--163
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:45 PMEnding At05/22/2023 5:45 PMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal44428372700000001100044428472895175112000000000000100000004951761124RTLUP45
0
0
0
0
45
Out
44
0
0
0
0
44
In
89
0
0
0
0
89
Total
W 79th St (South) [WB]
R
20
0
0
0
0
20
T
6
0
0
0
0
6
L
18
0
0
0
0
18
U
0
0
0
0
0
0
P
37
37
0
0
0
0
339577916101101101000342577919OutInTotalGreat Plains Blvd [NB]ULTRP3174369310000000000000000000003174369310Private Drive [EB]Total4741100476In1991100201Out2750000275000000U53000053L300003T1431100145R000022PTurning Movement Peak Hour Data Plot (4:45 PM)164
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimePrivate DriveW 79th St (South)Great Plains BlvdGreat Plains BlvdEastboundWestboundNorthboundSouthboundLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalLeftThruRightU-TurnPedsApp.TotalInt. Total7:30 AM502800330000002054100750411000511597:45 AM7329003901000128770001051321800511968:00 AM1102500360100012532100580361600521478:15 AM6024003000000023260105002780035115Total293106001380200029618921028811365200189617Approach %21.02.276.80.0--0.0100.00.00.0--33.365.60.70.3--0.572.027.50.0---Total %4.70.517.20.0-22.40.00.30.00.0-0.315.630.60.30.2-46.70.222.08.40.0-30.6-PHF0.6590.2500.9140.000-0.8850.0000.5000.0000.000-0.5000.8570.6140.5000.250-0.6860.2500.8290.7220.000-0.9090.787Lights2931040-1360200-29318621-2821130520-183603% Lights100.0100.098.1--98.6-100.0---100.096.998.4100.0100.0-97.9100.095.6100.0--96.897.7Buses0020-20000-02200-40300-39% Buses0.00.01.9--1.4-0.0---0.02.11.10.00.0-1.40.02.20.0--1.61.5Trucks0000-00000-01100-20300-35% Trucks0.00.00.0--0.0-0.0---0.01.00.50.00.0-0.70.02.20.0--1.60.8Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad0.00.00.0--0.0-0.0---0.00.00.00.00.0-0.00.00.00.0--0.00.0Bicycles onCrosswalk----0-----0-----0-----0--% Bicycles onCrosswalk-------------------------Pedestrians----0-----0-----0-----0--% Pedestrians-------------------------165
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Great Plains Blvd(South)Site Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherGreat Plains Blvd [SB]OutInTotal215183398235134000000218189407521301000300003000000000000052136100RTLUP6
0
0
0
0
6
Out
2
0
0
0
0
2
In
8
0
0
0
0
8
Total
W 79th St (South) [WB]
R
0
0
0
0
0
0
T
2
0
0
0
0
2
L
0
0
0
0
0
0
U
0
0
0
0
0
0
P
0
0
0
0
0
0
235282517549325000000243288531OutInTotalGreat Plains Blvd [NB]ULTRP193186200220001100000000000019618920Private Drive [EB]Total2834100288In1362000138Out1472100150000000U29000029L300003T1042000106R000000PTurning Movement Peak Hour Data Plot (7:30 AM)166
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 1Turning Movement DataStart TimeW 79th StMarket BlvdMarket BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total3:30 PM30280158138390017713117001303653:45 PM2930025912637001631711300130352Hourly Total595803117264760034030230002607174:00 PM32320064156280018421125001463944:15 PM17280145144320017614132001463674:30 PM2224004696420013815147001623464:45 PM3033006312741001682312000143374Hourly Total1011170121852314300666735240059714815:00 PM34290063110350014517119001363445:15 PM37290166128400016822111001333675:30 PM3033036310930001392299001213235:45 PM293600651034500148288600114327Hourly Total1301270425745015000600894150050413616:00 PM42240266104340013821109001303346:15 PM31240155100330013322740096284*** BREAK ***----------------Hourly Total734803121204670027143183002266186:30 AM750012191110311240025686:45 AM89001738900474430047111Hourly Total151400295720107856700721797:00 AM470011439005253800431067:15 AM380011719108164800541467:30 AM7800156611007797400831757:45 AM106011684212010712670079202Hourly Total24290153264503031732227002596298:00 AM14800226215007786100691688:15 AM151200277317009076500721898:30 AM8400125618007444500491358:45 AM175012283210010413620075201Hourly Total54290183274710034532233002656939:00 AM111600277118109095700661839:15 AM12100022641300777520059158Grand Total479448013927217160850278432019880023086019Approach %51.748.30.0--78.021.80.2--13.986.10.0---Total %8.07.40.0-15.436.110.10.1-46.35.333.00.0-38.3-Lights4784430-92121226045-273131919500-22695921167
% Lights99.898.9--99.497.799.3100.0-98.199.798.1--98.398.4Buses100-11210-131140-1529% Buses0.20.0--0.10.60.20.0-0.50.30.7--0.60.5Trucks050-53630-390240-2468% Trucks0.01.1--0.51.70.50.0-1.40.01.2--1.01.1Bicycles on Road000-0100-1000-01% Bicycles on Road0.00.0--0.00.00.00.0-0.00.00.0--0.00.0Bicycles on Crosswalk---6----0----0--% Bicycles on Crosswalk---46.2------------Pedestrians---7----0----0--% Pedestrians---53.8------------168
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 305/22/2023 3:30 PMEnding At05/23/2023 9:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal256522694834121527412465101000261923084927195031900141002400000000000198832000TLUP928
0
0
3
2
923
Out
927
0
0
5
1
921
In
1855
0
0
8
3
1844
Total
W 79th St [WB]
R
448
0
0
5
0
443
L
479
0
0
0
1
478
U
0
0
0
0
0
0
P
13
13
0
0
0
0
243327315164151328243963011000247227845256OutInTotalMarket Blvd [NB]UTRP521226040012100363001000000521716080Turning Movement Data Plot169
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 4Turning Movement Peak Hour Data (4:00 PM)Start TimeW 79th StMarket BlvdMarket BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total4:00 PM32320064156280018421125001463944:15 PM17280145144320017614132001463674:30 PM2224004696420013815147001623464:45 PM3033006312741001682312000143374Total101117012185231430066673524005971481Approach %46.353.70.0--78.521.50.0--12.287.80.0---Total %6.87.90.0-14.735.39.70.0-45.04.935.40.0-40.3-PHF0.7890.8860.000-0.8520.8380.8510.000-0.9050.7930.8910.000-0.9210.940Lights1011170-2185191420-661735210-5941473% Lights100.0100.0--100.099.299.3--99.2100.099.4--99.599.5Buses000-0100-1010-12% Buses0.00.0--0.00.20.0--0.20.00.2--0.20.1Trucks000-0310-4020-26% Trucks0.00.0--0.00.60.7--0.60.00.4--0.30.4Bicycles on Road000-0000-0000-00% Bicycles on Road0.00.0--0.00.00.0--0.00.00.0--0.00.0Bicycles on Crosswalk---0----0----0--% Bicycles on Crosswalk---0.0------------Pedestrians---1----0----0--% Pedestrians---100.0------------170
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 5Peak Hour Data05/22/2023 4:00 PMEnding At05/22/2023 5:00 PMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal63659412301123250000006405971237521730010002000000000005247300TLUP216
0
0
1
0
215
Out
218
0
0
0
0
218
In
434
0
0
1
0
433
Total
W 79th St [WB]
R
117
0
0
0
0
117
L
101
0
0
0
0
101
U
0
0
0
0
0
0
P
1
1
0
0
0
0
62266112831122460000006256661291OutInTotalMarket Blvd [NB]UTRP05191420010003100000000005231430Turning Movement Peak Hour Data Plot (4:00 PM)171
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 6Turning Movement Peak Hour Data (7:30 AM)Start TimeW 79th StMarket BlvdMarket BlvdWestboundNorthboundSouthboundLeftRightU-TurnPedsApp. TotalThruRightU-TurnPedsApp. TotalLeftThruU-TurnPedsApp. TotalInt. Total7:30 AM7800156611007797400831757:45 AM1060116842120107126700792028:00 AM14800226215007786100691688:15 AM15120027731700907650072189Total4634018028564203513626700303734Approach %57.542.50.0--81.218.20.6--11.988.10.0---Total %6.34.60.0-10.938.88.70.3-47.84.936.40.0-41.3-PHF0.7670.7080.000-0.7410.8480.7620.250-0.8200.7500.9020.000-0.9130.908Lights45340-79269642-335352560-291705% Lights97.8100.0--98.894.4100.0100.0-95.497.295.9--96.096.0Buses100-1500-5190-1016% Buses2.20.0--1.31.80.00.0-1.42.83.4--3.32.2Trucks000-01000-10020-212% Trucks0.00.0--0.03.50.00.0-2.80.00.7--0.71.6Bicycles on Road000-0100-1000-01% Bicycles on Road0.00.0--0.00.40.00.0-0.30.00.0--0.00.1Bicycles on Crosswalk---1----0----0--% Bicycles on Crosswalk---100.0------------Pedestrians---0----0----0--% Pedestrians---0.0------------172
Kimley-Horn and Associates, Inc.4201 Winfield Road Suite 600Warrenville, Illinois, United States 60555(630) 487-5550 tim.klockziem@kimley-horn.comCount Name: W 79th St & Market BlvdSite Code:Start Date: 05/22/2023Page No: 7Peak Hour Data05/23/2023 7:30 AMEnding At05/23/2023 8:30 AMLightsBusesTrucksBicycles on RoadOtherMarket Blvd [SB]OutInTotal3032915945101510212101000319303622256350091002000000000002673600TLUP100
0
0
0
1
99
Out
80
0
0
0
1
79
In
180
0
0
0
2
178
Total
W 79th St [WB]
R
34
0
0
0
0
34
L
46
0
0
0
1
45
U
0
0
0
0
0
0
P
1
1
0
0
0
0
3033356381051521012011000315351666OutInTotalMarket Blvd [NB]UTRP2269640050001000010000002285640Turning Movement Peak Hour Data Plot (7:30 AM)173
Downtown Chanhassen Traffic Study October 2023
APPENDIX C: SIMTRAFFIC REPORTS
174
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 1
1: Powers Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)4.1 0.2 3.8 0.0 0.0 0.0 2.9 0.1 0.2 3.2 0.1 3.2
Total Del/Veh (s)43.4 43.8 5.4 40.5 24.0 4.6 44.4 13.1 2.5 48.1 9.3 1.6
1: Powers Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.4
Total Del/Veh (s)17.9
2: W Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.2 0.1 4.1 4.0 0.2
Total Del/Veh (s)5.6 2.8 1.8 4.8 3.6 1.7 13.8 2.8 15.2 16.6 3.0 4.0
3: E Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1
Total Del/Veh (s)3.1 0.7 0.4 3.8 1.2 1.1 8.1 6.6 3.6 5.9 6.8 2.8
3: E Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)1.6
4: Kerber Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 4.1 0.1 0.2 0.3 0.0 0.1
Total Del/Veh (s)8.6 6.4 2.2 9.5 6.3 3.6 18.3 19.9 3.1 27.5 17.8 3.7
4: Kerber Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)10.7
5: Kerber Blvd & North City Center Dr Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.4 0.1
Total Del/Veh (s)7.3 3.1 6.1 2.9 2.1 0.9 0.7 1.4 0.2 0.2 0.7
175
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 2
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.3 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1
Total Del/Veh (s)9.2 9.8 3.7 8.9 5.0 2.6 18.1 13.6 5.9 13.8 14.7 3.6
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)8.2
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.2 4.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)8.7 3.4 8.6 8.1 2.9 0.6 0.2 3.3 0.8 0.5 1.3
8: Market Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)10.2 3.6 6.8 2.9 3.4 1.4 1.1 4.1 0.4 0.2 1.2
9: Market Blvd & W 79th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)4.0 0.2 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)9.0 2.7 3.8 3.5 5.0 0.3 2.9
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)1.5 0.4 1.4 0.0 0.0 0.0 3.1 0.6 3.1 0.1 0.0 0.0
Total Del/Veh (s)98.4 25.9 8.8 79.5 10.1 7.3 235.9 105.9 6.4 74.9 88.5 2.2
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.7
Total Del/Veh (s)40.1
176
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 3
11: Laredo Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.1 3.8 0.2 0.4
Total Del/Veh (s)7.7 4.8 3.1 5.2 5.0 2.0 24.9 15.7 6.3 25.1 18.4 5.3
11: Laredo Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.4
Total Del/Veh (s)7.2
12: Retail Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.0
Total Del/Veh (s)3.0 1.0 0.8 4.0 1.0 0.9 7.7 3.6 7.7 2.6 1.2
13: Great Plains Blvd & W 78th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)3.8 0.3 0.0 0.0 0.2 0.0 0.4
Total Del/Veh (s)14.7 5.5 11.0 2.0 12.0 12.9 9.4
14: Great Plains Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)4.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.2
Total Del/Veh (s)5.8 2.7 6.8 3.5 2.5 0.5 0.3 3.5 1.3 1.1 1.7
15: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.2 4.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)6.8 8.4 3.0 7.2 3.1 1.3 0.4 0.2 2.9 0.4 0.4 0.9
16: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.4 0.3 3.9 0.1 0.2 0.0 0.1 0.0 0.0 0.0 0.7
Total Del/Veh (s)10.1 14.4 4.6 10.8 6.4 4.7 5.4 5.0 2.1 0.2 4.4
177
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 4
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 2.3 0.2 0.2 0.7 0.4 3.8 1.1 0.2 0.3
Total Del/Veh (s)76.9 17.8 12.1 113.3 18.5 4.9 72.4 90.4 48.2 83.4 66.1 10.8
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.3
Total Del/Veh (s)26.6
Total Network Performance
Denied Del/Veh (s)0.9
Total Del/Veh (s)50.3
178
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 5
Intersection: 1: Powers Blvd & W 78th St
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T R L LT T R L T T R L
Maximum Queue (ft)68 125 30 94 133 75 46 50 160 122 72 116
Average Queue (ft)18 63 7 31 62 21 14 10 74 18 21 44
95th Queue (ft)50 112 28 71 106 55 35 34 138 71 49 89
Link Distance (ft)996 538 538 453 453 453
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)180 185 290 185 300 240
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 1: Powers Blvd & W 78th St
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft)161 116 28
Average Queue (ft)62 23 5
95th Queue (ft)127 69 19
Link Distance (ft)556 556
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)310
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: W Target Entrance & W 78th St
Movement EB EB EB EB WB WB WB NB NB SB SB
Directions Served L T T R L T TR L TR L TR
Maximum Queue (ft)53 52 59 43 25 98 82 45 30 40 21
Average Queue (ft)15 12 15 7 3 24 21 12 8 10 7
95th Queue (ft)40 39 48 30 15 65 61 36 28 31 21
Link Distance (ft)538 538 311 311 314 359
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)155 145 135 80 50
Storage Blk Time (%)0 0 0
Queuing Penalty (veh)0 0 0
179
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 6
Intersection: 3: E Target Entrance & W 78th St
Movement EB WB NB SB
Directions Served L L LTR LTR
Maximum Queue (ft)31 34 80 40
Average Queue (ft)3 6 28 19
95th Queue (ft)17 26 55 43
Link Distance (ft)309 88
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)140 135
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Kerber Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft)43 76 94 70 87 117 34 70 185 97
Average Queue (ft)10 30 31 20 30 38 5 22 93 20
95th Queue (ft)34 69 73 53 70 82 22 55 149 58
Link Distance (ft)642 642 508 508 426 568
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)125 85 55 165
Storage Blk Time (%)0 0 0 1 0 0
Queuing Penalty (veh)0 0 0 0 0 0
Intersection: 5: Kerber Blvd & North City Center Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)64 30 32 23
Average Queue (ft)16 6 2 1
95th Queue (ft)54 26 14 12
Link Distance (ft)475 175 568 343
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
180
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 7
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft)41 145 104 105 99 86 160 112 31 52
Average Queue (ft)7 64 43 42 25 29 64 43 3 17
95th Queue (ft)28 118 78 84 66 67 127 87 17 44
Link Distance (ft)508 508 343 343 296 296 330
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)65 75 65
Storage Blk Time (%)0 7 1 0 0
Queuing Penalty (veh)0 1 1 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB SB SB
Directions Served LT R LTR LT LT R
Maximum Queue (ft)44 27 39 34 45 8
Average Queue (ft)17 9 12 3 3 0
95th Queue (ft)40 28 37 19 23 4
Link Distance (ft)288 148 219 296 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB SB
Directions Served LTR LTR LT TR LTR
Maximum Queue (ft)33 45 62 4 80
Average Queue (ft)8 16 10 0 5
95th Queue (ft)30 43 44 3 34
Link Distance (ft)86 695 512 512 219
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
181
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 8
Intersection: 9: Market Blvd & W 79th St
Movement WB WB NB NB SB
Directions Served L R T TR L
Maximum Queue (ft)54 43 9 9 44
Average Queue (ft)18 14 0 0 11
95th Queue (ft)39 30 0 6 38
Link Distance (ft)783 244 244
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)260 175
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB WB WB WB WB NB NB NB SB
Directions Served L T T R L L T T L T T L
Maximum Queue (ft)184 482 501 323 154 174 102 111 325 696 645 182
Average Queue (ft)79 260 267 23 76 86 26 51 275 381 300 92
95th Queue (ft)153 458 473 179 142 150 76 107 386 800 675 163
Link Distance (ft)3018 3018 1299 1299 914 914
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)625 290 475 475 255 240
Storage Blk Time (%)8 53 0 0
Queuing Penalty (veh)13 58 0 0
Intersection: 10: Market Blvd & Arboretum Blvd
Movement SB SB
Directions Served T T
Maximum Queue (ft)165 162
Average Queue (ft)80 72
95th Queue (ft)137 135
Link Distance (ft)244 244
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
182
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 9
Intersection: 11: Laredo Blvd & W 78th St
Movement EB EB WB WB WB NB SB SB
Directions Served L TR L T TR LTR L TR
Maximum Queue (ft)98 135 24 93 70 61 105 132
Average Queue (ft)25 39 2 26 27 21 38 48
95th Queue (ft)68 101 13 70 64 52 76 91
Link Distance (ft)343 428 428 102 310
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)80 85 70
Storage Blk Time (%)0 2 0 2 1
Queuing Penalty (veh)0 2 0 2 1
Intersection: 12: Retail Entrance & W 78th St
Movement EB EB WB NB SB
Directions Served L TR L LTR LTR
Maximum Queue (ft)26 5 20 30 39
Average Queue (ft)3 0 1 8 9
95th Queue (ft)16 4 10 30 32
Link Distance (ft)428 341 102
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 80
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Great Plains Blvd & W 78th St
Movement WB WB NB NB SB SB
Directions Served L R T TR L T
Maximum Queue (ft)72 113 73 79 163 131
Average Queue (ft)30 40 24 21 71 48
95th Queue (ft)58 83 57 58 127 98
Link Distance (ft)622 295 295 467
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 145
Storage Blk Time (%)0 1 0 0
Queuing Penalty (veh)0 1 0 1
183
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 10
Intersection: 14: Great Plains Blvd & Market St
Movement EB EB WB NB NB SB
Directions Served LT R LTR L TR L
Maximum Queue (ft)38 35 69 27 6 26
Average Queue (ft)13 11 23 2 0 3
95th Queue (ft)36 31 52 13 4 15
Link Distance (ft)308 164 215
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)115 85 95
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: Great Plains Blvd & W 79th St
Movement EB WB WB SB SB
Directions Served LTR L TR L T
Maximum Queue (ft)30 43 34 27 4
Average Queue (ft)9 8 9 3 0
95th Queue (ft)31 31 31 18 3
Link Distance (ft)256 400 215
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)110 110
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: Great Plains Blvd & W 79th St
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR L T LT TR
Maximum Queue (ft)51 75 34 71 22 82 19
Average Queue (ft)19 25 5 17 1 10 1
95th Queue (ft)42 52 23 50 12 50 8
Link Distance (ft)356 230 194 126 126
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)195 65
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
184
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Existing AM SimTraffic Report
Page 11
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB WB WB WB NB NB NB NB SB SB
Directions Served L T T L T T L L T R L T
Maximum Queue (ft)222 863 1068 178 332 314 72 121 130 86 207 110
Average Queue (ft)103 122 145 76 161 143 12 44 49 33 131 35
95th Queue (ft)188 457 507 152 326 302 45 94 109 81 219 84
Link Distance (ft)1299 1299 1898 1898 430 430 194 194
Upstream Blk Time (%)0 0 6
Queuing Penalty (veh)0 0 8
Storage Bay Dist (ft)635 530 135 115
Storage Blk Time (%)0 0 2 0 5
Queuing Penalty (veh)0 0 1 0 3
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement SB
Directions Served R
Maximum Queue (ft)88
Average Queue (ft)19
95th Queue (ft)54
Link Distance (ft)
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)65
Storage Blk Time (%)0
Queuing Penalty (veh)0
Network Summary
Network wide Queuing Penalty: 95
185
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 1
1: Powers Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)3.4 0.4 3.3 0.0 0.0 0.3 2.7 0.2 0.3 3.4 0.2 3.4
Total Del/Veh (s)33.8 42.6 6.6 34.0 33.4 6.7 45.9 23.2 4.5 43.6 18.3 3.0
1: Powers Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)22.8
2: W Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 3.8 0.7 0.5 0.2 4.3 4.0
Total Del/Veh (s)9.7 7.1 3.5 8.8 8.1 4.8 19.2 18.0 4.6 18.9 19.0 5.3
2: W Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)8.5
3: E Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.2 0.1 0.1 0.1
Total Del/Veh (s)4.4 1.3 1.1 5.0 1.6 1.5 15.8 15.2 6.0 14.1 20.8 4.7
3: E Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)3.3
4: Kerber Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.2 0.6 0.0 0.0
Total Del/Veh (s)13.3 6.4 3.7 10.2 9.1 7.2 26.9 28.1 5.7 32.6 26.7 4.4
4: Kerber Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)11.3
186
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 2
5: Kerber Blvd & North City Center Dr Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.4 0.2 0.2 0.1
Total Del/Veh (s)6.8 8.0 3.5 7.0 3.1 1.9 1.1 0.6 2.4 0.2 0.1 1.1
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.8 0.1 0.2
Total Del/Veh (s)11.8 15.3 4.7 14.2 9.9 6.3 29.0 16.9 8.2 18.7 19.6 7.2
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)14.2
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.5 0.4 3.8 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)19.5 16.1 6.4 18.5 25.4 8.2 5.3 2.0 0.3 4.7 1.4 0.7
7: Market Blvd & Market Square North Driveway Performance by movement
Movement All
Denied Del/Veh (s)0.4
Total Del/Veh (s)4.1
8: Market Blvd & Market St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)19.8 23.0 4.9 17.8 8.2 6.4 2.8 1.3 5.6 0.8 0.5 3.0
9: Market Blvd & W 79th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)23.0 35.6 0.0 0.0 0.1 0.0 4.5
Total Del/Veh (s)232.2 62.4 6.7 5.7 12.6 10.3 28.6
187
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 3
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)1.3 0.4 1.3 0.1 0.0 0.1 3.0 0.5 3.0 1.6 0.4 0.0
Total Del/Veh (s)81.4 36.1 10.0 69.8 41.4 16.3 79.9 82.1 5.5 123.0 143.0 4.7
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)51.1
11: Laredo Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 3.8 0.4 0.3
Total Del/Veh (s)9.4 6.0 3.8 7.6 6.0 3.5 25.4 32.6 14.7 28.0 22.2 6.4
11: Laredo Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.2
Total Del/Veh (s)8.1
12: Retail Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)0.0 0.0 0.1 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0
Total Del/Veh (s)5.0 1.6 1.2 4.8 1.3 1.8 16.4 8.3 9.9 5.2 2.7
13: Great Plains Blvd & W 78th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)3.4 0.5 0.0 0.0 0.0 0.0 0.3
Total Del/Veh (s)24.8 6.5 19.3 4.9 14.8 16.8 13.2
14: Great Plains Blvd & Market St Performance by movement
Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)4.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)7.8 3.3 10.0 12.6 4.7 2.7 0.3 0.2 4.1 1.1 0.9 1.5
15: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBR WBL WBT WBR NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 4.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)10.5 5.5 11.9 9.0 3.3 0.6 0.3 2.9 0.4 0.3 1.0
188
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 4
16: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.5 0.6 3.8 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0
Total Del/Veh (s)20.0 23.3 17.6 30.7 25.9 9.3 9.0 6.7 6.6 8.9 3.5 0.5
16: Great Plains Blvd & W 79th St Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)8.8
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 1.7 0.4 0.4 0.6 0.7 3.6 0.3 0.2 0.1
Total Del/Veh (s)79.4 22.5 11.4 87.3 39.1 7.1 75.6 88.7 37.1 88.1 81.9 48.3
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.4
Total Del/Veh (s)38.1
Total Network Performance
Denied Del/Veh (s)1.7
Total Del/Veh (s)69.1
189
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 5
Intersection: 1: Powers Blvd & W 78th St
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T R L LT T R L T T R L
Maximum Queue (ft)107 203 44 159 184 122 76 76 248 216 119 157
Average Queue (ft)32 82 16 87 109 50 33 36 140 79 47 73
95th Queue (ft)83 157 43 143 164 104 64 69 209 172 86 130
Link Distance (ft)996 538 538 453 453 453
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)180 185 290 185 300 240
Storage Blk Time (%)1 0 0
Queuing Penalty (veh)1 0 0
Intersection: 1: Powers Blvd & W 78th St
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft)148 98 41
Average Queue (ft)79 31 10
95th Queue (ft)132 73 31
Link Distance (ft)556 556
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)310
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: W Target Entrance & W 78th St
Movement EB EB EB EB WB WB WB NB NB SB SB
Directions Served L T T R L T TR L TR L TR
Maximum Queue (ft)69 82 84 78 59 138 122 130 138 45 52
Average Queue (ft)28 36 37 37 18 54 51 66 35 11 16
95th Queue (ft)55 73 75 66 45 108 103 113 92 35 38
Link Distance (ft)538 538 311 311 314 359
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)155 145 135 80 50
Storage Blk Time (%)0 4 0 1 0
Queuing Penalty (veh)0 3 0 0 0
190
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 6
Intersection: 3: E Target Entrance & W 78th St
Movement EB EB EB WB WB NB SB
Directions Served L T TR L TR LTR LTR
Maximum Queue (ft)44 4 21 82 10 109 68
Average Queue (ft)12 0 1 28 0 50 32
95th Queue (ft)38 3 10 64 5 89 57
Link Distance (ft)311 311 642 309 88
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)140 135
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Kerber Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft)81 115 100 94 153 215 59 91 198 102
Average Queue (ft)25 47 42 19 73 93 16 31 107 26
95th Queue (ft)58 97 87 58 134 177 44 69 171 64
Link Distance (ft)642 642 508 508 426 568
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)125 85 55 165
Storage Blk Time (%)0 0 0 5 0 2 2 0
Queuing Penalty (veh)0 0 0 2 0 0 1 0
Intersection: 5: Kerber Blvd & North City Center Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)52 43 5 53
Average Queue (ft)17 15 0 4
95th Queue (ft)45 40 4 27
Link Distance (ft)475 175 568 343
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
191
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 7
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft)121 222 96 130 117 165 293 144 31 94
Average Queue (ft)21 108 48 61 55 66 151 60 5 33
95th Queue (ft)69 184 82 101 105 123 255 113 23 73
Link Distance (ft)508 508 343 343 296 296 330
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)65 75 65
Storage Blk Time (%)0 19 5 4 1
Queuing Penalty (veh)1 6 10 6 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR LT TR LT R
Maximum Queue (ft)95 91 74 132 31 66 18
Average Queue (ft)39 39 30 36 1 10 1
95th Queue (ft)73 72 60 99 23 41 10
Link Distance (ft)288 148 219 219 296 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB SB
Directions Served LTR LTR LT TR LTR
Maximum Queue (ft)86 67 189 118 64
Average Queue (ft)39 30 52 7 7
95th Queue (ft)71 56 125 61 35
Link Distance (ft)86 695 512 512 219
Upstream Blk Time (%)1
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
192
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 8
Intersection: 9: Market Blvd & W 79th St
Movement WB WB NB NB SB SB SB
Directions Served L R T TR L T T
Maximum Queue (ft)265 509 128 146 154 198 231
Average Queue (ft)151 195 6 9 38 50 50
95th Queue (ft)321 687 56 74 97 178 199
Link Distance (ft)783 244 244 512 512
Upstream Blk Time (%)11 0 0
Queuing Penalty (veh)0 1 1
Storage Bay Dist (ft)260 175
Storage Blk Time (%)25 0 3
Queuing Penalty (veh)29 0 3
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB WB WB WB WB WB NB NB NB
Directions Served L T T R L L T T R L T T
Maximum Queue (ft)249 487 477 409 180 204 491 508 185 316 415 336
Average Queue (ft)143 305 309 39 96 103 300 318 8 215 186 174
95th Queue (ft)236 449 449 235 165 169 442 449 95 323 361 302
Link Distance (ft)3018 3018 1299 1299 914 914
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)625 290 475 475 400 255
Storage Blk Time (%)12 1 4 10 2 0
Queuing Penalty (veh)30 2 9 16 4 1
Intersection: 10: Market Blvd & Arboretum Blvd
Movement NB SB SB SB SB
Directions Served R L T T R
Maximum Queue (ft)80 240 333 326 127
Average Queue (ft)3 198 260 240 7
95th Queue (ft)58 287 379 347 83
Link Distance (ft)244 244 244
Upstream Blk Time (%)5 33 27
Queuing Penalty (veh)0 71 58
Storage Bay Dist (ft)320 240
Storage Blk Time (%)8 33
Queuing Penalty (veh)14 57
193
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 9
Intersection: 11: Laredo Blvd & W 78th St
Movement EB EB WB WB WB NB SB SB
Directions Served L TR L T TR LTR L TR
Maximum Queue (ft)94 168 30 135 125 99 89 122
Average Queue (ft)29 57 5 56 56 42 39 49
95th Queue (ft)69 138 23 113 108 79 72 87
Link Distance (ft)343 428 428 102 310
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)80 85 70
Storage Blk Time (%)0 3 2 2 2
Queuing Penalty (veh)1 3 0 3 1
Intersection: 12: Retail Entrance & W 78th St
Movement EB EB WB WB WB NB SB
Directions Served L TR L T TR LTR LTR
Maximum Queue (ft)39 70 48 20 12 86 29
Average Queue (ft)9 3 19 1 0 42 11
95th Queue (ft)32 28 44 11 5 74 33
Link Distance (ft)428 467 467 341 102
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 80
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
Intersection: 13: Great Plains Blvd & W 78th St
Movement WB WB NB NB SB SB
Directions Served L R T TR L T
Maximum Queue (ft)102 144 125 168 186 164
Average Queue (ft)40 67 67 78 92 68
95th Queue (ft)81 124 113 149 164 125
Link Distance (ft)622 295 295 467
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 145
Storage Blk Time (%)3 6 2 0
Queuing Penalty (veh)9 5 3 1
194
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 10
Intersection: 14: Great Plains Blvd & Market St
Movement EB EB WB NB SB
Directions Served LT R LTR L L
Maximum Queue (ft)27 37 79 32 30
Average Queue (ft)7 16 28 4 6
95th Queue (ft)25 37 53 21 24
Link Distance (ft)308 164
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)115 85 95
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: Great Plains Blvd & W 79th St
Movement EB WB WB SB SB SB
Directions Served LTR L TR L T TR
Maximum Queue (ft)29 35 34 18 4 6
Average Queue (ft)9 13 12 1 0 0
95th Queue (ft)30 36 35 8 3 4
Link Distance (ft)256 400 215 215
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)110 110
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: Great Plains Blvd & W 79th St
Movement EB EB WB NB NB NB SB SB
Directions Served LT R LTR L T R LT TR
Maximum Queue (ft)134 122 77 75 96 35 86 61
Average Queue (ft)35 41 28 24 6 1 23 3
95th Queue (ft)105 105 61 59 45 15 72 32
Link Distance (ft)356 230 194 126 126
Upstream Blk Time (%)0 0
Queuing Penalty (veh)1 0
Storage Bay Dist (ft)195 65 40
Storage Blk Time (%)0 1 0 0 0
Queuing Penalty (veh)0 1 2 0 0
195
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Existing PM SimTraffic Report
Page 11
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T T L T T R L L T R L
Maximum Queue (ft)206 675 870 435 662 672 58 160 217 253 180 210
Average Queue (ft)114 138 170 144 417 422 2 42 107 98 81 163
95th Queue (ft)206 387 500 292 628 634 42 125 187 194 163 229
Link Distance (ft)1299 1299 1898 1898 1898 430 430 194
Upstream Blk Time (%)0 14
Queuing Penalty (veh)0 26
Storage Bay Dist (ft)635 530 135 115
Storage Blk Time (%)2 0 7 12 5
Queuing Penalty (veh)3 0 5 17 5
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement SB SB
Directions Served T R
Maximum Queue (ft)181 135
Average Queue (ft)80 68
95th Queue (ft)161 133
Link Distance (ft)194
Upstream Blk Time (%)1
Queuing Penalty (veh)2
Storage Bay Dist (ft)65
Storage Blk Time (%)18 15
Queuing Penalty (veh)19 11
Network Summary
Network wide Queuing Penalty: 442
196
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 1
1: Powers Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)3.9 0.3 4.0 0.0 0.0 0.0 3.1 0.1 0.2 3.2 0.2 3.1
Total Del/Veh (s)41.7 48.6 5.2 37.9 23.9 5.6 53.3 15.0 3.0 47.4 10.4 1.7
1: Powers Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)18.6
2: W Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All
Denied Del/Veh (s)0.0 0.0 0.1 0.0 0.0 0.0 4.1 0.2 0.1 3.9 4.1 0.2
Total Del/Veh (s)5.6 3.1 1.9 5.9 3.9 2.0 15.7 2.9 18.8 13.1 3.3 4.2
3: E Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.1
Total Del/Veh (s)3.6 0.7 0.6 4.2 1.3 1.3 8.2 9.2 3.6 7.8 9.0 3.6
3: E Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)1.7
4: Kerber Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 4.0 0.2 0.2 0.2 0.0 0.0
Total Del/Veh (s)9.9 6.6 3.3 9.6 7.6 4.7 16.0 20.3 4.1 28.5 14.0 3.5
4: Kerber Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)11.3
5: Kerber Blvd & North City Center Dr Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.3 0.1
Total Del/Veh (s)7.6 4.1 6.1 2.8 3.3 1.1 0.8 1.8 0.2 0.2 0.9
197
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 2
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 3.9 0.1 0.2
Total Del/Veh (s)10.1 11.8 4.2 10.2 6.1 3.2 20.3 15.7 6.9 22.3 13.4 4.3
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)9.6
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.2 3.9 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)11.0 4.3 8.7 10.2 3.5 0.8 0.4 3.5 0.9 0.5 1.6
8: Market Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)7.9 4.2 11.4 5.7 3.7 1.8 1.3 3.8 0.7 0.3 2.2
9: Market Blvd & W 79th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)4.0 0.2 0.0 0.0 0.0 0.0 0.2
Total Del/Veh (s)12.1 2.9 3.8 3.7 5.9 0.4 3.0
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)1.6 0.5 1.4 0.0 0.0 0.0 56.0 60.2 55.1 0.0 0.0 0.0
Total Del/Veh (s)103.0 33.6 12.9 74.8 11.8 9.2 388.1 133.3 11.2 91.5 87.9 2.2
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)10.9
Total Del/Veh (s)51.8
198
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 3
11: Laredo Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.3 0.1 0.4 0.3 0.0 0.0 0.6 0.6 0.7 3.7 0.6 0.4
Total Del/Veh (s)9.3 7.2 4.8 9.1 7.2 2.7 24.0 24.5 11.8 23.2 18.3 5.5
11: Laredo Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)9.7
12: Retail Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0
Total Del/Veh (s)3.6 1.3 1.3 3.9 1.0 1.0 11.6 3.6 9.9 3.2 1.5
13: Great Plains Blvd & W 78th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)3.7 0.4 0.0 0.0 0.2 0.0 0.4
Total Del/Veh (s)16.2 5.6 11.5 2.1 14.3 12.4 10.2
14: Great Plains Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.2
Total Del/Veh (s)7.7 3.3 8.1 3.8 2.7 0.3 0.2 3.8 1.4 1.2 2.0
15: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 4.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)8.0 9.5 3.5 9.7 3.4 1.5 0.4 0.2 3.5 0.4 0.2 0.9
16: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.4 0.4 3.8 0.1 0.4 0.2 0.5 0.0 0.0 0.0 0.6
Total Del/Veh (s)35.3 21.3 31.5 24.6 14.4 5.5 4.7 3.3 1.6 0.3 10.2
199
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 4
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 2.1 0.2 0.2 0.6 0.3 3.8 2.2 0.5 0.2
Total Del/Veh (s)94.8 23.0 13.7 127.3 21.9 5.4 77.4 112.7 55.9 104.0 66.5 20.7
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.3
Total Del/Veh (s)32.7
Total Network Performance
Denied Del/Veh (s)6.9
Total Del/Veh (s)62.0
200
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 5
Intersection: 1: Powers Blvd & W 78th St
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T R L LT T R L T T R L
Maximum Queue (ft)69 164 31 89 120 80 76 53 177 135 84 144
Average Queue (ft)19 73 8 36 62 23 28 10 85 26 29 64
95th Queue (ft)53 134 28 79 105 61 60 34 152 81 61 117
Link Distance (ft)996 538 538 453 453 453
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)180 185 290 185 300 240
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 1: Powers Blvd & W 78th St
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft)171 131 30
Average Queue (ft)67 30 5
95th Queue (ft)131 80 20
Link Distance (ft)556 556
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)310
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: W Target Entrance & W 78th St
Movement EB EB EB EB WB WB WB NB NB SB SB
Directions Served L T T R L T TR L TR L TR
Maximum Queue (ft)42 66 72 40 30 86 93 43 25 40 25
Average Queue (ft)18 18 20 11 4 26 28 14 6 9 8
95th Queue (ft)41 51 58 35 18 68 72 37 22 29 23
Link Distance (ft)538 538 311 311 314 359
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)155 145 135 80 50
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
201
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 6
Intersection: 3: E Target Entrance & W 78th St
Movement EB EB WB NB SB
Directions Served L TR L LTR LTR
Maximum Queue (ft)31 4 51 65 54
Average Queue (ft)6 0 9 29 18
95th Queue (ft)25 3 35 53 46
Link Distance (ft)311 309 88
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)140 135
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Kerber Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft)79 95 110 76 120 136 42 89 193 62
Average Queue (ft)23 36 37 23 40 54 8 26 104 20
95th Queue (ft)60 77 85 58 86 108 28 65 163 51
Link Distance (ft)642 642 508 508 426 568
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)125 85 55 165
Storage Blk Time (%)0 0 1 0 2 1
Queuing Penalty (veh)0 0 0 0 0 0
Intersection: 5: Kerber Blvd & North City Center Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)83 30 26 29
Average Queue (ft)18 9 1 2
95th Queue (ft)61 32 12 15
Link Distance (ft)475 175 568 343
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
202
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 7
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft)42 204 105 117 102 109 217 170 42 49
Average Queue (ft)12 85 49 56 32 42 81 58 7 19
95th Queue (ft)37 165 84 100 78 89 164 113 28 44
Link Distance (ft)508 508 343 343 296 296 330
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)65 75 65
Storage Blk Time (%)0 11 3 1 0 0
Queuing Penalty (veh)0 2 4 1 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB SB
Directions Served LT R LTR LT TR LT
Maximum Queue (ft)58 31 29 65 17 51
Average Queue (ft)22 11 12 6 1 4
95th Queue (ft)51 30 35 30 12 24
Link Distance (ft)288 148 219 219 296
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB SB
Directions Served LTR LTR LT TR LTR
Maximum Queue (ft)33 80 71 27 96
Average Queue (ft)8 40 12 1 10
95th Queue (ft)29 69 45 14 47
Link Distance (ft)86 695 512 512 219
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
203
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 8
Intersection: 9: Market Blvd & W 79th St
Movement WB WB NB NB SB
Directions Served L R T TR L
Maximum Queue (ft)46 45 20 36 62
Average Queue (ft)21 13 1 1 14
95th Queue (ft)42 32 14 15 46
Link Distance (ft)783 244 244
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)260 175
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB WB WB WB WB NB NB NB NB
Directions Served L T T R L L T T L T T R
Maximum Queue (ft)217 526 562 410 162 171 131 136 325 919 885 160
Average Queue (ft)112 349 356 81 75 88 35 62 314 649 542 9
95th Queue (ft)193 556 572 350 137 147 93 121 349 1093 1005 104
Link Distance (ft)3018 3018 1299 1299 914 914
Upstream Blk Time (%)23 1
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)625 290 475 475 255 320
Storage Blk Time (%)15 82 2 1
Queuing Penalty (veh)29 105 4 4
Intersection: 10: Market Blvd & Arboretum Blvd
Movement SB SB SB
Directions Served L T T
Maximum Queue (ft)227 218 194
Average Queue (ft)121 100 92
95th Queue (ft)205 167 158
Link Distance (ft)244 244
Upstream Blk Time (%)0 0 0
Queuing Penalty (veh)0 0 0
Storage Bay Dist (ft)240
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
204
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 9
Intersection: 11: Laredo Blvd & W 78th St
Movement EB EB WB WB WB NB SB SB
Directions Served L TR L T TR LTR L TR
Maximum Queue (ft)95 212 56 102 82 126 94 116
Average Queue (ft)30 72 18 34 34 72 44 53
95th Queue (ft)70 157 46 81 74 125 83 96
Link Distance (ft)343 428 428 102 310
Upstream Blk Time (%)5
Queuing Penalty (veh)0
Storage Bay Dist (ft)80 85 70
Storage Blk Time (%)0 4 0 1 3 2
Queuing Penalty (veh)1 4 0 0 5 2
Intersection: 12: Retail Entrance & W 78th St
Movement EB EB WB WB WB NB SB
Directions Served L TR L T TR LTR LTR
Maximum Queue (ft)30 26 20 14 8 34 29
Average Queue (ft)6 1 1 0 0 11 11
95th Queue (ft)23 15 9 7 4 34 33
Link Distance (ft)428 467 467 341 102
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 80
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 13: Great Plains Blvd & W 78th St
Movement WB WB NB NB SB SB
Directions Served L R T TR L T
Maximum Queue (ft)81 109 77 84 186 177
Average Queue (ft)37 42 33 23 92 64
95th Queue (ft)70 80 66 61 157 126
Link Distance (ft)622 295 295 467
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 145
Storage Blk Time (%)1 2 1 1
Queuing Penalty (veh)3 1 2 1
205
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 10
Intersection: 14: Great Plains Blvd & Market St
Movement EB EB WB NB SB SB
Directions Served LT R LTR L L TR
Maximum Queue (ft)40 70 68 41 33 8
Average Queue (ft)17 25 24 6 6 0
95th Queue (ft)41 48 53 27 25 4
Link Distance (ft)308 164 295
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)115 85 95
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 15: Great Plains Blvd & W 79th St
Movement EB WB WB NB SB
Directions Served LTR L TR LT L
Maximum Queue (ft)38 43 34 15 24
Average Queue (ft)14 9 9 0 4
95th Queue (ft)38 31 31 6 17
Link Distance (ft)256 400 126
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)110 110
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: Great Plains Blvd & W 79th St
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR L T LT TR
Maximum Queue (ft)110 183 29 111 165 50 25
Average Queue (ft)31 51 4 32 21 7 2
95th Queue (ft)113 141 20 80 112 36 14
Link Distance (ft)356 230 194 126 126
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)195 65
Storage Blk Time (%)1 1 4 1
Queuing Penalty (veh)1 1 13 1
206
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen No Build AM SimTraffic Report
Page 11
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB EB WB WB WB NB NB NB NB SB
Directions Served L T T R L T T L L T R L
Maximum Queue (ft)270 1281 1303 1337 208 403 418 92 121 178 113 282
Average Queue (ft)129 220 302 55 92 215 203 14 58 64 36 206
95th Queue (ft)241 760 963 488 185 387 389 50 114 130 89 300
Link Distance (ft)1299 1299 1299 1898 1898 430 430 194
Upstream Blk Time (%)0 0 0 30
Queuing Penalty (veh)0 1 3 53
Storage Bay Dist (ft)635 530 135 115
Storage Blk Time (%)0 1 4 1
Queuing Penalty (veh)0 0 3 0
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement SB SB
Directions Served T R
Maximum Queue (ft)144 126
Average Queue (ft)38 32
95th Queue (ft)98 80
Link Distance (ft)194
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)65
Storage Blk Time (%)7 3
Queuing Penalty (veh)6 1
Network Summary
Network wide Queuing Penalty: 254
207
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 1
1: Powers Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)3.4 0.4 3.5 0.0 0.0 0.3 2.6 0.2 0.4 3.2 0.2 3.0
Total Del/Veh (s)40.2 40.9 7.6 37.4 34.7 8.2 45.7 25.0 6.5 47.4 17.2 3.0
1: Powers Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)24.3
2: W Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.7 0.4 0.7 0.2 4.2 4.1
Total Del/Veh (s)11.3 7.9 3.7 12.0 8.7 3.6 21.6 14.7 5.1 19.5 21.1 4.9
2: W Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)9.3
3: E Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.1
Total Del/Veh (s)4.5 1.5 1.3 6.7 1.8 1.7 16.1 15.5 6.6 16.9 14.8 5.8
3: E Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)3.5
4: Kerber Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.2 0.5 0.0 0.0
Total Del/Veh (s)14.3 7.7 4.2 10.6 10.4 8.0 23.1 20.5 4.9 32.7 20.5 4.2
4: Kerber Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)12.1
208
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 2
5: Kerber Blvd & North City Center Dr Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.2 0.2 0.1
Total Del/Veh (s)7.1 9.5 3.8 7.6 4.6 2.5 1.2 0.7 2.7 0.3 0.7 1.3
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 4.0 0.1 0.1
Total Del/Veh (s)13.4 16.7 5.4 16.2 9.8 6.3 39.5 18.7 10.8 26.2 18.0 7.5
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)16.4
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.9 1.0 4.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0
Total Del/Veh (s)40.8 33.9 11.1 29.0 24.7 14.1 6.5 2.5 0.4 4.8 1.6 0.7
7: Market Blvd & Market Square North Driveway Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)6.6
8: Market Blvd & Market St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.2 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)28.4 35.1 7.9 32.2 14.8 6.5 2.8 1.4 6.3 1.3 0.7 4.4
9: Market Blvd & W 79th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)355.9 363.9 0.0 0.0 0.1 0.0 56.8
Total Del/Veh (s)579.9 254.7 8.1 8.2 18.0 22.8 66.9
209
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 3
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)5.3 5.3 4.6 0.2 0.1 0.3 52.0 48.3 49.9 0.1 0.2 0.0
Total Del/Veh (s)135.0 101.7 57.1 93.3 86.3 38.4 315.4 200.1 36.4 139.1 148.1 6.7
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)9.7
Total Del/Veh (s)108.0
11: Laredo Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.9 3.8 0.4 0.4
Total Del/Veh (s)10.2 9.1 6.1 10.0 5.9 4.6 28.5 28.5 12.6 26.9 26.2 7.3
11: Laredo Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.3
Total Del/Veh (s)9.7
12: Retail Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0
Total Del/Veh (s)6.1 2.1 1.5 5.4 1.4 0.9 18.6 8.6 16.5 4.7 3.0
13: Great Plains Blvd & W 78th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)3.4 0.6 0.0 0.0 0.0 0.0 0.4
Total Del/Veh (s)22.3 7.1 22.6 7.0 18.1 16.7 15.0
14: Great Plains Blvd & Market St Performance by movement
Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.0 0.0 0.1
Total Del/Veh (s)13.6 4.1 11.7 13.7 5.3 3.4 0.4 0.2 4.7 1.2 1.1 2.1
15: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBR WBL WBT WBR NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 4.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)12.4 4.2 15.3 12.6 4.0 0.7 0.2 4.8 0.8 0.2 1.3
210
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 4
16: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)600.2 486.1 617.0 685.4 665.5 587.6 2.3 1.8 2.1 0.0 0.0 0.0
Total Del/Veh (s)630.8 708.8 359.0 801.0 865.9 851.1 49.4 23.0 19.0 17.2 9.5 0.7
16: Great Plains Blvd & W 79th St Performance by movement
Movement All
Denied Del/Veh (s)131.0
Total Del/Veh (s)102.4
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 30.7 27.8 28.4 6.3 7.7 9.2 6.9 0.8 3.3
Total Del/Veh (s)743.5 34.1 15.4 154.5 134.4 77.4 76.3 174.3 66.0 165.0 87.2 63.9
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)15.4
Total Del/Veh (s)106.8
Total Network Performance
Denied Del/Veh (s)36.7
Total Del/Veh (s)147.0
211
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 5
Intersection: 1: Powers Blvd & W 78th St
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T R L LT T R L T T R L
Maximum Queue (ft)98 161 82 209 207 144 109 102 266 221 171 222
Average Queue (ft)36 85 20 100 118 58 46 41 161 105 72 113
95th Queue (ft)78 142 60 165 180 112 86 84 241 201 135 193
Link Distance (ft)996 538 538 453 453 453
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)180 185 290 185 300 240
Storage Blk Time (%)0 0 0 0 0
Queuing Penalty (veh)0 0 0 0 1
Intersection: 1: Powers Blvd & W 78th St
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft)174 117 36
Average Queue (ft)82 40 9
95th Queue (ft)149 90 25
Link Distance (ft)556 556
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)310
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 2: W Target Entrance & W 78th St
Movement EB EB EB EB WB WB WB NB NB SB SB
Directions Served L T T R L T TR L TR L TR
Maximum Queue (ft)88 110 99 84 97 173 161 132 167 49 51
Average Queue (ft)33 46 48 41 23 66 56 76 38 11 18
95th Queue (ft)67 91 91 71 61 138 116 125 106 36 44
Link Distance (ft)538 538 311 311 314 359
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)155 145 135 80 50
Storage Blk Time (%)0 0 1 8 0 1 0
Queuing Penalty (veh)0 0 0 7 0 0 0
212
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 6
Intersection: 3: E Target Entrance & W 78th St
Movement EB EB EB WB WB NB SB
Directions Served L T TR L TR LTR LTR
Maximum Queue (ft)31 12 28 76 9 112 85
Average Queue (ft)9 0 1 32 0 52 37
95th Queue (ft)32 6 11 65 5 91 69
Link Distance (ft)311 311 642 309 88
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)140 135
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Kerber Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft)74 126 130 91 192 222 58 84 218 158
Average Queue (ft)26 59 59 21 83 107 16 30 125 28
95th Queue (ft)58 109 111 63 151 193 43 62 197 101
Link Distance (ft)642 642 508 508 426 568
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)125 85 55 165
Storage Blk Time (%)0 0 0 6 0 1 3 0
Queuing Penalty (veh)0 0 1 2 0 0 2 0
Intersection: 5: Kerber Blvd & North City Center Dr
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft)46 40 33 69
Average Queue (ft)20 16 1 4
95th Queue (ft)45 42 12 29
Link Distance (ft)475 175 568 343
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
213
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 7
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T R L T TR L TR L TR
Maximum Queue (ft)150 276 120 145 146 153 309 237 34 89
Average Queue (ft)24 141 60 70 62 73 185 77 7 35
95th Queue (ft)81 236 100 114 123 139 305 153 29 68
Link Distance (ft)508 508 343 343 296 296 330
Upstream Blk Time (%)1 0
Queuing Penalty (veh)5 0
Storage Bay Dist (ft)65 75 65
Storage Blk Time (%)0 25 8 4 0 1
Queuing Penalty (veh)1 9 20 9 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR LT TR LT R
Maximum Queue (ft)211 122 108 142 28 111 13
Average Queue (ft)59 48 37 45 1 13 1
95th Queue (ft)149 97 80 113 14 57 8
Link Distance (ft)288 148 219 219 296 296
Upstream Blk Time (%)2 0 0
Queuing Penalty (veh)0 0 0
Storage Bay Dist (ft)100
Storage Blk Time (%)6 1
Queuing Penalty (veh)8 1
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB SB
Directions Served LTR LTR LT TR LTR
Maximum Queue (ft)100 132 160 45 122
Average Queue (ft)46 50 49 2 26
95th Queue (ft)87 101 116 31 85
Link Distance (ft)86 695 512 512 219
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
214
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 8
Intersection: 9: Market Blvd & W 79th St
Movement WB WB NB NB SB SB SB
Directions Served L R T TR L T T
Maximum Queue (ft)310 823 187 246 226 381 371
Average Queue (ft)279 588 16 31 58 122 113
95th Queue (ft)380 1079 106 171 164 326 311
Link Distance (ft)783 244 244 512 512
Upstream Blk Time (%)58 0 2 0 0
Queuing Penalty (veh)0 1 8 0 0
Storage Bay Dist (ft)260 175
Storage Blk Time (%)82 0 12
Queuing Penalty (veh)105 0 10
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB WB WB WB WB WB NB NB NB
Directions Served L T T R L L T T R L T T
Maximum Queue (ft)664 1762 1756 410 212 670 981 1040 545 325 890 875
Average Queue (ft)307 745 753 219 112 297 698 725 344 317 699 631
95th Queue (ft)641 1884 1886 556 183 729 909 954 774 366 1076 1051
Link Distance (ft)3018 3018 1299 1299 914 914
Upstream Blk Time (%)3 3 22 4
Queuing Penalty (veh)0 0 0 0
Storage Bay Dist (ft)625 290 475 475 400 255
Storage Blk Time (%)16 39 38 43 76 34 29
Queuing Penalty (veh)31 103 95 121 146 87 77
Intersection: 10: Market Blvd & Arboretum Blvd
Movement NB SB SB SB SB
Directions Served R L T T R
Maximum Queue (ft)320 240 345 330 317
Average Queue (ft)125 219 304 277 14
95th Queue (ft)431 287 364 352 119
Link Distance (ft)244 244 244
Upstream Blk Time (%)17 52 42
Queuing Penalty (veh)0 135 110
Storage Bay Dist (ft)320 240
Storage Blk Time (%)21 52
Queuing Penalty (veh)41 108
215
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 9
Intersection: 11: Laredo Blvd & W 78th St
Movement EB EB WB WB WB NB SB SB
Directions Served L TR L T TR LTR L TR
Maximum Queue (ft)136 260 61 126 154 121 96 126
Average Queue (ft)35 95 24 54 61 71 40 51
95th Queue (ft)89 205 53 104 117 119 75 91
Link Distance (ft)343 428 428 102 310
Upstream Blk Time (%)0 5
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)80 85 70
Storage Blk Time (%)0 8 0 1 2 3
Queuing Penalty (veh)1 7 0 1 3 2
Intersection: 12: Retail Entrance & W 78th St
Movement EB EB WB WB WB NB SB
Directions Served L TR L T TR LTR LTR
Maximum Queue (ft)39 58 58 9 43 103 38
Average Queue (ft)11 4 20 1 3 47 12
95th Queue (ft)33 28 50 9 17 81 36
Link Distance (ft)428 467 467 341 102
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 80
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
Intersection: 13: Great Plains Blvd & W 78th St
Movement WB WB NB NB SB SB
Directions Served L R T TR L T
Maximum Queue (ft)109 190 169 200 199 283
Average Queue (ft)51 81 84 92 124 86
95th Queue (ft)91 157 145 180 201 184
Link Distance (ft)622 295 295 467
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)70 145
Storage Blk Time (%)5 9 5 2
Queuing Penalty (veh)18 8 9 5
216
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 10
Intersection: 14: Great Plains Blvd & Market St
Movement EB EB WB NB SB SB
Directions Served LT R LTR L L TR
Maximum Queue (ft)31 52 71 49 26 12
Average Queue (ft)12 23 30 14 5 0
95th Queue (ft)34 43 60 40 23 3
Link Distance (ft)308 164 295
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)115 85 95
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: Great Plains Blvd & W 79th St
Movement EB WB WB NB SB SB
Directions Served LTR L TR TR L T
Maximum Queue (ft)34 43 34 2 23 65
Average Queue (ft)10 13 16 0 2 4
95th Queue (ft)33 37 41 1 12 31
Link Distance (ft)256 400 126 215
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)110 110
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 16: Great Plains Blvd & W 79th St
Movement EB EB WB NB NB NB SB SB
Directions Served LT R LTR L T R LT TR
Maximum Queue (ft)394 290 245 129 278 60 171 50
Average Queue (ft)350 247 191 67 175 6 58 4
95th Queue (ft)453 391 305 114 350 33 139 29
Link Distance (ft)356 230 194 126 126
Upstream Blk Time (%)81 64 28 3 0
Queuing Penalty (veh)0 0 199 6 0
Storage Bay Dist (ft)195 65 40
Storage Blk Time (%)52 67 30 8 0
Queuing Penalty (veh)82 50 156 20 1
217
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen No Build PM SimTraffic Report
Page 11
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB EB WB WB WB WB NB NB NB NB
Directions Served L T T R L T T R L L T R
Maximum Queue (ft)766 1312 1310 812 700 1813 1816 1692 170 285 395 180
Average Queue (ft)498 528 521 318 382 1357 1362 941 50 118 204 125
95th Queue (ft)885 1398 1425 1229 829 2216 2223 2287 137 239 422 220
Link Distance (ft)1299 1299 1299 1898 1898 1898 430 430
Upstream Blk Time (%)1 4 1 15 19 12 1 7
Queuing Penalty (veh)4 23 5 0 0 0 0 0
Storage Bay Dist (ft)635 530 135 115
Storage Blk Time (%)38 1 36 1 7 40 13
Queuing Penalty (veh)308 1 56 1 5 65 14
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement SB SB SB
Directions Served L T R
Maximum Queue (ft)290 229 135
Average Queue (ft)265 94 79
95th Queue (ft)306 203 148
Link Distance (ft)194 194
Upstream Blk Time (%)77 2
Queuing Penalty (veh)169 5
Storage Bay Dist (ft)65
Storage Blk Time (%)22 25
Queuing Penalty (veh)28 21
Network Summary
Network wide Queuing Penalty: 2522
218
SimTraffic Performance Report
/10/27/2023
Downtown Chanhassen Market Boulevard 3-Lane Build AM SimTraffic Report
Page 1
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 4.2 0.1 0.1
Total Del/Veh (s)9.2 12.7 5.6 12.4 6.5 4.4 21.7 12.3 6.2 21.7 17.2 5.1
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)10.2
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.2 4.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)12.6 4.2 9.8 12.3 4.1 0.8 0.4 3.0 0.8 0.7 1.8
8: Market Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)10.0 4.2 10.4 6.5 3.5 0.6 0.5 3.3 0.3 0.1 1.7
Total Zone Performance
Denied Del/Veh (s)0.8
Total Del/Veh (s)246.5
219
Queuing and Blocking Report
/10/27/2023
Downtown Chanhassen Market Boulevard 3-Lane Build AM SimTraffic Report
Page 2
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T R L T TR L T R L TR
Maximum Queue (ft)55 198 162 129 121 78 204 96 117 33 44
Average Queue (ft)10 84 57 54 36 26 75 17 41 5 14
95th Queue (ft)41 154 114 98 86 61 148 60 85 22 35
Link Distance (ft)519 331 331 296 330
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)65 65 75 200 150 65
Storage Blk Time (%)11 2 3 1 0 0 0
Queuing Penalty (veh)30 7 4 1 1 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR L TR L R
Maximum Queue (ft)67 28 37 35 1 22 20
Average Queue (ft)22 10 14 6 0 2 1
95th Queue (ft)50 29 38 24 1 14 11
Link Distance (ft)283 153 217
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100 100 75 70
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB SB
Directions Served LTR LTR L R L
Maximum Queue (ft)31 76 48 4 50
Average Queue (ft)9 33 14 0 6
95th Queue (ft)30 61 42 3 28
Link Distance (ft)73 690
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)160 160 95
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 43
220
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen Market Boulevard 3-Lane Build PM SimTraffic Report
Page 1
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 3.8 0.2 0.2
Total Del/Veh (s)21.0 23.3 11.7 21.3 15.1 9.2 39.7 19.0 10.6 23.2 20.1 10.0
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)20.8
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.7 1.0 3.8 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)45.4 51.0 10.2 28.4 28.2 19.4 5.7 2.7 1.6 5.8 1.3 1.1
7: Market Blvd & Market Square North Driveway Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)6.9
8: Market Blvd & Market St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 1.9 0.7 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)33.8 37.4 13.7 41.3 18.9 6.4 0.9 0.6 5.5 0.8 0.4 4.2
Total Zone Performance
Denied Del/Veh (s)1.3
Total Del/Veh (s)664.9
221
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Market Boulevard 3-Lane Build PM SimTraffic Report
Page 2
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB WB NB NB NB SB SB
Directions Served L T R L T TR L T R L TR
Maximum Queue (ft)164 511 165 160 140 152 225 310 144 41 106
Average Queue (ft)29 198 107 75 76 67 178 98 52 6 34
95th Queue (ft)92 384 194 131 131 123 254 297 104 25 74
Link Distance (ft)519 331 331 296 330
Upstream Blk Time (%)0 3
Queuing Penalty (veh)1 20
Storage Bay Dist (ft)65 65 75 200 150 65
Storage Blk Time (%)0 34 6 10 9 15 0 0 3
Queuing Penalty (veh)0 115 24 23 18 37 1 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR L TR L R
Maximum Queue (ft)200 130 110 124 219 33 16
Average Queue (ft)63 49 42 25 17 7 1
95th Queue (ft)141 102 85 67 104 28 8
Link Distance (ft)283 153 217
Upstream Blk Time (%)0 0 0
Queuing Penalty (veh)0 0 2
Storage Bay Dist (ft)100 100 75 70
Storage Blk Time (%)5 1 0 2
Queuing Penalty (veh)8 1 0 2
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB NB SB SB SB
Directions Served LTR LTR L T R L T R
Maximum Queue (ft)87 130 89 37 11 50 5 5
Average Queue (ft)44 47 36 2 0 14 0 0
95th Queue (ft)80 99 72 19 5 39 3 3
Link Distance (ft)73 690 296 217
Upstream Blk Time (%)5
Queuing Penalty (veh)0
Storage Bay Dist (ft)160 160 95 120
Storage Blk Time (%)0
Queuing Penalty (veh)0
Zone Summary
Zone wide Queuing Penalty: 253
222
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen Market Boulevard 5 Lane Build AM SimTraffic Report
Page 1
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 3.9 0.1 0.1
Total Del/Veh (s)10.8 12.6 5.4 10.9 6.6 3.6 20.1 12.5 5.5 14.2 15.8 5.0
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)9.8
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.2 4.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1
Total Del/Veh (s)10.8 3.6 8.2 10.5 3.8 0.5 0.4 3.1 0.8 0.7 1.4
8: Market Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)9.7 3.0 10.6 5.0 3.4 1.1 1.2 2.8 0.2 0.2 1.7
Total Zone Performance
Denied Del/Veh (s)0.8
Total Del/Veh (s)229.2
223
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen Market Boulevard 5 Lane Build AM SimTraffic Report
Page 2
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB NB NB NB SB SB
Directions Served L T R L TR L T R L TR
Maximum Queue (ft)116 234 144 114 134 176 104 113 35 54
Average Queue (ft)11 85 54 53 51 70 15 41 5 18
95th Queue (ft)53 172 107 93 106 141 63 79 23 45
Link Distance (ft)507 330 293 293 342
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)65 65 75 200 65
Storage Blk Time (%)0 11 2 2 2 0 0 0
Queuing Penalty (veh)0 29 6 5 4 0 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB NB SB SB SB
Directions Served LT R LTR L T TR L T TR
Maximum Queue (ft)67 35 38 32 3 0 26 3 5
Average Queue (ft)22 11 13 6 0 0 2 0 0
95th Queue (ft)52 35 36 25 2 0 14 0 3
Link Distance (ft)280 141 218 218 293 293
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100 100 75
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB SB SB
Directions Served LTR LTR L TR L TR
Maximum Queue (ft)26 94 52 4 49 4
Average Queue (ft)8 40 9 0 5 0
95th Queue (ft)28 73 34 3 27 3
Link Distance (ft)73 687 501 218
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)160 95
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 44
224
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen Market Boulevard 5 Lane Build PM SimTraffic Report
Page 1
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 3.9 0.2 0.2
Total Del/Veh (s)19.0 21.1 9.8 23.5 15.4 13.2 32.5 16.6 8.2 27.3 17.1 7.4
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)18.6
7: Market Blvd & Market Square North Driveway Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.7 0.7 3.8 0.1 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s)32.5 44.9 6.7 22.1 23.9 9.3 5.5 1.0 0.5 4.7 1.1 0.9
7: Market Blvd & Market Square North Driveway Performance by movement
Movement All
Denied Del/Veh (s)0.4
Total Del/Veh (s)4.5
8: Market Blvd & Market St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 1.8 0.6 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1
Total Del/Veh (s)22.3 27.1 7.8 23.8 12.1 6.4 1.3 1.3 5.2 0.6 0.4 3.2
Total Zone Performance
Denied Del/Veh (s)1.3
Total Del/Veh (s)570.4
225
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen Market Boulevard 5 Lane Build PM SimTraffic Report
Page 2
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB NB NB NB SB SB
Directions Served L T R L TR L T R L TR
Maximum Queue (ft)143 438 165 174 312 224 296 137 47 74
Average Queue (ft)29 191 103 84 143 168 58 54 11 35
95th Queue (ft)93 376 193 157 259 241 209 104 37 68
Link Distance (ft)507 330 293 293 342
Upstream Blk Time (%)0 0 1
Queuing Penalty (veh)2 1 2
Storage Bay Dist (ft)65 65 75 200 65
Storage Blk Time (%)0 31 5 9 19 7 0 1
Queuing Penalty (veh)2 106 20 47 39 3 0 0
Intersection: 7: Market Blvd & Market Square North Driveway
Movement EB EB WB NB NB NB SB SB
Directions Served LT R LTR L T TR L TR
Maximum Queue (ft)168 128 87 68 27 0 31 20
Average Queue (ft)57 50 32 24 2 0 6 1
95th Queue (ft)123 97 67 53 20 0 25 10
Link Distance (ft)280 141 218 218 293
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)100 100 75
Storage Blk Time (%)4 0 0 0
Queuing Penalty (veh)6 0 0 0
Intersection: 8: Market Blvd & Market St
Movement EB WB NB NB NB SB SB SB
Directions Served LTR LTR L T TR L T TR
Maximum Queue (ft)86 108 92 4 18 46 18 19
Average Queue (ft)41 44 30 0 1 14 1 1
95th Queue (ft)72 82 67 3 10 42 13 12
Link Distance (ft)73 687 501 501 218 218
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)160 95
Storage Blk Time (%)0
Queuing Penalty (veh)0
Zone Summary
Zone wide Queuing Penalty: 228
226
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 1
1: Powers Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)4.1 0.2 3.8 0.0 0.0 0.0 3.4 0.1 0.2 3.3 0.2 3.3
Total Del/Veh (s)43.7 48.6 6.3 40.7 25.4 5.0 49.3 15.9 3.6 47.7 10.2 1.6
1: Powers Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)19.0
2: W Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBT SBR All
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.1 4.1 0.1 0.1 4.0 4.4 0.2
Total Del/Veh (s)5.4 3.1 1.9 6.5 4.0 2.0 12.1 3.2 19.1 10.5 3.7 4.2
3: E Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.1
Total Del/Veh (s)3.7 0.9 0.6 4.5 1.6 1.4 8.7 11.3 4.1 8.2 9.0 3.3
3: E Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)2.0
4: Kerber Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.2 0.3 0.0 0.0
Total Del/Veh (s)9.5 7.6 4.6 9.5 7.5 3.1 17.1 17.0 4.5 26.6 17.3 3.7
4: Kerber Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)11.2
227
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 2
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 3.9 0.2 0.1
Total Del/Veh (s)10.7 12.8 6.1 11.7 7.0 4.4 19.7 13.4 6.2 23.9 16.8 4.6
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.1
Total Del/Veh (s)10.1
11: Laredo Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.5 0.1 0.2 0.2 0.0 0.0 0.7 2.2 0.9 3.8 0.4 0.3
Total Del/Veh (s)9.5 8.0 5.1 9.5 8.0 4.6 23.3 24.1 13.4 22.5 21.2 6.8
11: Laredo Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)10.3
12: Retail Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0
Total Del/Veh (s)3.8 1.3 1.4 4.7 1.1 1.1 11.4 4.1 9.8 2.7 1.6
13: Great Plains Blvd & W 78th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)3.7 0.4 0.0 0.2 0.2 0.0 0.5
Total Del/Veh (s)17.2 5.7 13.0 2.4 13.4 12.9 10.4
14: Great Plains Blvd & Market St Performance by movement
Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)4.0 0.2 0.1 0.1 0.0 0.0 0.0 0.2 0.0 0.0 0.3
Total Del/Veh (s)7.6 3.4 7.8 3.9 3.2 0.6 0.2 3.5 1.7 1.6 2.2
15: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 0.1 4.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)7.5 9.9 7.6 14.9 3.1 2.9 0.5 0.2 4.3 2.7 0.5 2.1
228
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 3
16: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBT NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)149.6 105.0 120.3 0.1 0.1 0.0 0.2 0.0 0.6 0.0 23.2
Total Del/Veh (s)40.7 56.7 245.3 19.9 7.8 5.1 6.2 56.7 29.6 0.2 45.3
Total Zone Performance
Denied Del/Veh (s)8.4
Total Del/Veh (s)380.0
229
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 4
Intersection: 1: Powers Blvd & W 78th St
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T R L L T R L T T R L
Maximum Queue (ft)65 154 31 114 130 74 50 60 169 123 90 132
Average Queue (ft)23 72 7 34 61 28 22 11 80 28 29 62
95th Queue (ft)56 135 28 83 104 65 44 37 143 89 60 114
Link Distance (ft)1010 538 453 453 453
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)180 185 290 290 185 300 240
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 1: Powers Blvd & W 78th St
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft)154 131 34
Average Queue (ft)70 31 5
95th Queue (ft)126 85 21
Link Distance (ft)568 568
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)310
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: W Target Entrance & W 78th St
Movement EB EB EB WB WB NB NB SB SB
Directions Served L T R L TR L TR L TR
Maximum Queue (ft)44 96 46 29 133 44 25 48 22
Average Queue (ft)17 30 9 4 47 13 9 11 7
95th Queue (ft)41 79 33 18 104 36 27 33 21
Link Distance (ft)538 315 326 372
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)155 145 135 80 50
Storage Blk Time (%)0 1 0
Queuing Penalty (veh)0 0 0
230
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 5
Intersection: 3: E Target Entrance & W 78th St
Movement EB EB WB NB SB
Directions Served L TR L LTR LTR
Maximum Queue (ft)35 9 65 60 45
Average Queue (ft)4 0 11 28 22
95th Queue (ft)22 5 40 51 46
Link Distance (ft)315 321 100
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)140 135
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Kerber Blvd & W 78th St
Movement EB EB WB WB WB NB NB SB SB
Directions Served L TR L T R L TR L TR
Maximum Queue (ft)92 169 60 147 61 39 83 196 59
Average Queue (ft)16 75 21 66 22 5 25 102 13
95th Queue (ft)55 144 51 125 52 22 63 167 37
Link Distance (ft)644 519 438 566
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)125 85 130 55 165
Storage Blk Time (%)1 0 3 0 1 1
Queuing Penalty (veh)0 0 4 0 0 0
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB NB NB NB SB SB
Directions Served L T R L TR L T R L TR
Maximum Queue (ft)64 213 162 156 205 153 56 135 31 54
Average Queue (ft)12 83 59 58 55 67 14 46 5 17
95th Queue (ft)44 159 117 110 127 124 44 97 24 44
Link Distance (ft)519 330 296 342
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)65 65 75 200 200 65
Storage Blk Time (%)0 12 3 3 3 0
Queuing Penalty (veh)0 31 8 8 4 0
231
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 6
Intersection: 11: Laredo Blvd & W 78th St
Movement EB EB WB WB NB SB SB
Directions Served L TR L TR LTR L TR
Maximum Queue (ft)151 206 79 171 117 86 161
Average Queue (ft)36 70 19 62 69 35 55
95th Queue (ft)97 151 55 134 116 72 109
Link Distance (ft)330 429 102 322
Upstream Blk Time (%)4
Queuing Penalty (veh)0
Storage Bay Dist (ft)80 85 70
Storage Blk Time (%)1 5 3 2 3
Queuing Penalty (veh)3 5 1 4 2
Intersection: 12: Retail Entrance & W 78th St
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft)32 28 25 14 30 38
Average Queue (ft)5 1 2 0 13 11
95th Queue (ft)23 16 12 7 36 36
Link Distance (ft)429 459 341 114
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 80
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 13: Great Plains Blvd & W 78th St
Movement WB WB NB NB SB SB
Directions Served L R T R L T
Maximum Queue (ft)109 114 121 114 178 126
Average Queue (ft)38 48 51 9 81 60
95th Queue (ft)79 95 97 53 147 107
Link Distance (ft)629 299 459
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 60 145
Storage Blk Time (%)2 2 4 0 1 0
Queuing Penalty (veh)4 2 6 0 2 0
232
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen W 78th St Build AM SimTraffic Report
Page 7
Intersection: 14: Great Plains Blvd & Market St
Movement EB EB WB NB SB SB
Directions Served LT R LTR L L TR
Maximum Queue (ft)47 51 63 51 28 4
Average Queue (ft)21 22 24 8 4 0
95th Queue (ft)43 42 50 33 20 3
Link Distance (ft)321 177 218 299
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)115 95
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 15: Great Plains Blvd & W 79th St
Movement EB WB WB NB SB SB SB
Directions Served LTR L TR LT L T TR
Maximum Queue (ft)38 42 34 14 28 84 32
Average Queue (ft)14 9 10 1 4 12 3
95th Queue (ft)39 33 33 7 18 62 40
Link Distance (ft)256 400 133 218
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)110 110 110
Storage Blk Time (%)1
Queuing Penalty (veh)1
Intersection: 16: Great Plains Blvd & W 79th St
Movement EB EB WB NB NB SB SB
Directions Served LT R LTR L T LT TR
Maximum Queue (ft)381 290 38 62 32 152 102
Average Queue (ft)194 182 6 18 1 86 7
95th Queue (ft)461 352 25 47 14 176 49
Link Distance (ft)361 230 177 133 133
Upstream Blk Time (%)30 14 0
Queuing Penalty (veh)0 21 0
Storage Bay Dist (ft)195 65
Storage Blk Time (%)6 47 0 0
Queuing Penalty (veh)8 18 0 0
Zone Summary
Zone wide Queuing Penalty: 135
233
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 1
1: Powers Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)3.5 0.3 3.6 0.0 0.0 0.2 2.6 0.2 0.4 3.2 0.2 3.3
Total Del/Veh (s)38.2 42.7 8.4 36.9 33.2 8.8 46.9 25.2 7.7 60.5 17.7 3.5
1: Powers Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)25.4
2: W Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.0 0.1 3.6 0.6 0.7 0.4 4.3 4.1
Total Del/Veh (s)13.3 9.3 4.3 14.2 11.1 7.9 25.6 21.0 7.6 25.3 25.9 8.7
2: W Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)11.5
3: E Target Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.1 0.3 0.1
Total Del/Veh (s)6.0 2.0 1.5 7.6 2.7 2.0 32.3 26.0 15.0 23.1 23.0 9.0
3: E Target Entrance & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)5.6
4: Kerber Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.2 0.0 0.0 4.0 0.3 0.3 0.5 0.0 0.1
Total Del/Veh (s)16.5 11.0 7.9 14.0 14.3 6.3 21.8 24.3 8.5 33.0 19.8 6.9
4: Kerber Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.2
Total Del/Veh (s)14.3
234
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 2
6: Market Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 3.9 0.1 0.2
Total Del/Veh (s)20.0 21.5 10.8 22.7 15.5 13.0 38.9 20.3 10.5 22.5 21.9 8.6
6: Market Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.0
Total Del/Veh (s)20.2
11: Laredo Blvd & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.2 0.0 0.0 0.0 0.0 0.0 0.8 1.3 0.8 3.8 0.4 0.4
Total Del/Veh (s)13.8 10.0 7.4 12.0 10.3 8.1 29.3 41.2 16.8 27.4 24.6 9.0
11: Laredo Blvd & W 78th St Performance by movement
Movement All
Denied Del/Veh (s)0.3
Total Del/Veh (s)12.3
12: Retail Entrance & W 78th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBL SBR All
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.0
Total Del/Veh (s)6.6 2.1 1.8 5.9 1.7 1.7 22.6 9.6 18.7 9.4 3.4
13: Great Plains Blvd & W 78th St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Del/Veh (s)3.3 0.6 0.0 0.1 0.0 0.0 0.4
Total Del/Veh (s)25.4 9.8 21.5 4.9 20.1 17.1 15.9
14: Great Plains Blvd & Market St Performance by movement
Movement EBL EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR All
Denied Del/Veh (s)4.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1
Total Del/Veh (s)12.1 6.3 13.8 12.6 6.3 3.7 0.6 0.2 4.8 2.0 1.4 2.6
15: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBR WBL WBT WBR NBT NBR SBL SBT SBR All
Denied Del/Veh (s)0.1 0.1 4.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s)13.4 15.2 25.3 11.9 4.1 0.7 0.3 4.5 6.0 0.6 3.6
235
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 3
16: Great Plains Blvd & W 79th St Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)839.2 610.7 796.5 461.1 360.1 576.0 0.1 0.1 0.1 0.2 0.0 0.0
Total Del/Veh (s)108.5 64.2 496.3 771.3 408.4 631.2 11.7 7.6 7.1 45.8 38.7 0.9
16: Great Plains Blvd & W 79th St Performance by movement
Movement All
Denied Del/Veh (s)158.2
Total Del/Veh (s)76.6
Total Zone Performance
Denied Del/Veh (s)50.9
Total Del/Veh (s)970.2
236
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 4
Intersection: 1: Powers Blvd & W 78th St
Movement EB EB EB WB WB WB WB NB NB NB NB SB
Directions Served L T R L L T R L T T R L
Maximum Queue (ft)74 207 61 197 209 169 142 108 263 225 175 253
Average Queue (ft)32 89 17 99 119 67 48 40 163 109 81 116
95th Queue (ft)67 160 49 167 182 127 100 87 249 209 149 220
Link Distance (ft)1010 538 453 453 453
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)180 185 290 290 185 300 240
Storage Blk Time (%)1 0 0 0 2
Queuing Penalty (veh)1 0 0 0 4
Intersection: 1: Powers Blvd & W 78th St
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft)185 136 34
Average Queue (ft)90 47 10
95th Queue (ft)164 104 26
Link Distance (ft)568 568
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)310
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 2: W Target Entrance & W 78th St
Movement EB EB EB WB WB NB NB SB SB
Directions Served L T R L TR L TR L TR
Maximum Queue (ft)109 229 174 160 293 134 203 56 63
Average Queue (ft)38 93 46 31 123 80 50 12 18
95th Queue (ft)78 178 102 87 227 130 128 39 40
Link Distance (ft)538 315 326 372
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)155 145 135 80 50
Storage Blk Time (%)2 7 11 0 1 1
Queuing Penalty (veh)7 4 9 0 1 0
237
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 5
Intersection: 3: E Target Entrance & W 78th St
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft)62 30 83 29 179 83
Average Queue (ft)14 2 33 1 70 38
95th Queue (ft)45 14 71 15 137 68
Link Distance (ft)315 644 321 100
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)140 135
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: Kerber Blvd & W 78th St
Movement EB EB WB WB WB NB NB SB SB
Directions Served L TR L T R L TR L TR
Maximum Queue (ft)142 281 162 363 259 52 97 220 104
Average Queue (ft)37 126 29 160 74 17 37 119 21
95th Queue (ft)89 223 96 295 187 45 79 198 72
Link Distance (ft)644 519 438 566
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)125 85 130 55 165
Storage Blk Time (%)7 0 18 0 1 3 3
Queuing Penalty (veh)4 0 65 1 1 1 2
Intersection: 6: Market Blvd & W 78th St
Movement EB EB EB WB WB NB NB NB SB SB
Directions Served L T R L TR L T R L TR
Maximum Queue (ft)165 422 165 175 324 224 313 146 40 93
Average Queue (ft)29 183 106 92 159 174 84 56 7 38
95th Queue (ft)88 356 196 174 285 247 276 110 29 79
Link Distance (ft)519 330 296 342
Upstream Blk Time (%)0 0 4
Queuing Penalty (veh)1 2 24
Storage Bay Dist (ft)65 65 75 200 200 65
Storage Blk Time (%)0 31 6 8 20 13 0 0 2
Queuing Penalty (veh)2 106 25 39 41 32 0 0 0
238
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 6
Intersection: 11: Laredo Blvd & W 78th St
Movement EB EB WB WB NB SB SB
Directions Served L TR L TR LTR L TR
Maximum Queue (ft)158 293 179 304 117 88 111
Average Queue (ft)46 105 34 129 81 38 55
95th Queue (ft)115 233 95 231 130 74 93
Link Distance (ft)330 429 102 322
Upstream Blk Time (%)0 7
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)80 85 70
Storage Blk Time (%)1 9 0 14 2 3
Queuing Penalty (veh)3 8 0 8 3 2
Intersection: 12: Retail Entrance & W 78th St
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft)39 46 67 71 132 42
Average Queue (ft)12 3 23 4 47 15
95th Queue (ft)35 18 50 27 89 39
Link Distance (ft)429 459 341 114
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)70 80
Storage Blk Time (%)0 0
Queuing Penalty (veh)0 0
Intersection: 13: Great Plains Blvd & W 78th St
Movement WB WB NB NB SB SB
Directions Served L R T R L T
Maximum Queue (ft)150 220 261 120 199 305
Average Queue (ft)54 108 138 56 124 95
95th Queue (ft)109 186 224 153 200 209
Link Distance (ft)629 299 459
Upstream Blk Time (%)0 0
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)70 60 145
Storage Blk Time (%)6 14 28 0 5 2
Queuing Penalty (veh)22 13 48 0 10 6
239
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen W 78th St Build PM SimTraffic Report
Page 7
Intersection: 14: Great Plains Blvd & Market St
Movement EB EB WB NB SB SB
Directions Served LT R LTR L L TR
Maximum Queue (ft)31 63 61 57 41 77
Average Queue (ft)11 25 31 16 7 3
95th Queue (ft)33 49 57 46 28 37
Link Distance (ft)321 177 218 299
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)115 95
Storage Blk Time (%)0
Queuing Penalty (veh)0
Intersection: 15: Great Plains Blvd & W 79th St
Movement EB WB WB SB SB SB
Directions Served LTR L TR L T TR
Maximum Queue (ft)38 60 34 23 201 128
Average Queue (ft)12 17 15 2 26 9
95th Queue (ft)35 47 39 14 108 66
Link Distance (ft)256 400 218
Upstream Blk Time (%)1
Queuing Penalty (veh)3
Storage Bay Dist (ft)110 110 110
Storage Blk Time (%)1 2 0
Queuing Penalty (veh)0 4 0
Intersection: 16: Great Plains Blvd & W 79th St
Movement EB EB WB NB NB NB SB SB
Directions Served LT R LTR L T R LT TR
Maximum Queue (ft)402 290 216 83 182 26 152 75
Average Queue (ft)344 265 159 30 24 1 116 6
95th Queue (ft)491 356 296 68 122 12 177 44
Link Distance (ft)361 230 177 133 133
Upstream Blk Time (%)87 46 1 23 0
Queuing Penalty (veh)0 0 8 43 0
Storage Bay Dist (ft)195 65 40
Storage Blk Time (%)0 91 1 1 0
Queuing Penalty (veh)1 66 5 2 0
Zone Summary
Zone wide Queuing Penalty: 634
240
SimTraffic Performance Report
Baseline 10/31/2023
Downtown Chanhassen TH 5 Additional Turn Lanes Build AM SimTraffic Report
Page 1
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)1.6 0.5 1.4 0.0 0.0 0.0 3.5 1.3 3.4 0.0 0.6 0.0
Total Del/Veh (s)94.5 36.7 14.4 72.9 11.9 8.9 123.5 200.2 13.3 72.4 91.1 2.1
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.8
Total Del/Veh (s)45.7
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 2.1 0.5 2.0 0.6 0.4 3.8 0.3 0.2 0.5
Total Del/Veh (s)86.8 24.5 13.9 97.7 22.1 6.3 76.7 92.6 63.9 73.0 65.5 19.2
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.4
Total Del/Veh (s)31.0
Total Zone Performance
Denied Del/Veh (s)1.2
Total Del/Veh (s)1902.6
241
Queuing and Blocking Report
Baseline 10/31/2023
Downtown Chanhassen TH 5 Additional Turn Lanes Build AM SimTraffic Report
Page 2
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB EB WB WB WB WB NB NB NB
Directions Served L L T T R L L T T L L T
Maximum Queue (ft)254 340 711 723 410 162 171 116 134 266 325 687
Average Queue (ft)78 46 370 374 93 82 92 40 49 137 218 361
95th Queue (ft)181 180 640 642 377 148 151 94 110 252 362 696
Link Distance (ft)3018 3018 1286 1286 914
Upstream Blk Time (%)2
Queuing Penalty (veh)0
Storage Bay Dist (ft)625 625 290 475 475 255 255
Storage Blk Time (%)0 1 16 1 3 35
Queuing Penalty (veh)0 1 31 1 4 69
Intersection: 10: Market Blvd & Arboretum Blvd
Movement NB NB SB SB SB SB
Directions Served T R L L T T
Maximum Queue (ft)685 320 134 149 212 211
Average Queue (ft)300 57 53 76 111 94
95th Queue (ft)629 286 111 130 184 169
Link Distance (ft)914 244 244 244
Upstream Blk Time (%)1 0 0
Queuing Penalty (veh)0 0 0
Storage Bay Dist (ft)320 100
Storage Blk Time (%)10 3 8
Queuing Penalty (veh)38 2 5
242
Queuing and Blocking Report
Baseline 10/31/2023
Downtown Chanhassen TH 5 Additional Turn Lanes Build AM SimTraffic Report
Page 3
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB EB WB WB WB WB NB NB NB NB
Directions Served L T T R L L T T L L T R
Maximum Queue (ft)258 1305 1279 1036 126 142 449 416 64 121 177 116
Average Queue (ft)113 275 300 37 23 55 227 201 8 45 53 39
95th Queue (ft)216 872 938 393 81 123 418 390 36 97 121 90
Link Distance (ft)1286 1286 1286 1905 1905 425 425
Upstream Blk Time (%)0 0 0
Queuing Penalty (veh)1 1 1
Storage Bay Dist (ft)635 530 530 135 115
Storage Blk Time (%)0 0 3 1
Queuing Penalty (veh)0 0 2 0
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement SB SB SB SB
Directions Served L L T R
Maximum Queue (ft)120 195 144 127
Average Queue (ft)96 132 49 37
95th Queue (ft)140 194 111 88
Link Distance (ft)181 181
Upstream Blk Time (%)4 0
Queuing Penalty (veh)7 1
Storage Bay Dist (ft)95 65
Storage Blk Time (%)16 25 13 3
Queuing Penalty (veh)17 26 11 2
Zone Summary
Zone wide Queuing Penalty: 219
243
SimTraffic Performance Report
10/31/2023
Downtown Chanhassen TH 5 Additional Turn Lanes Build PM SimTraffic Report
Page 1
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)2.2 1.4 1.8 0.3 0.2 0.3 2.8 0.7 2.9 0.0 0.0 0.0
Total Del/Veh (s)97.5 63.0 28.4 95.1 97.7 34.8 80.2 103.2 12.5 67.5 76.1 6.5
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.9
Total Del/Veh (s)73.6
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 90.9 93.0 93.9 18.5 20.5 19.6 0.2 0.0 0.2
Total Del/Veh (s)305.8 23.1 14.4 151.2 141.4 111.6 78.8 114.7 61.7 87.4 74.8 58.4
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)48.6
Total Del/Veh (s)93.7
Total Zone Performance
Denied Del/Veh (s)44.6
Total Del/Veh (s)2300.6
244
Queuing and Blocking Report
10/31/2023
Downtown Chanhassen TH 5 Additional Turn Lanes Build PM SimTraffic Report
Page 2
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T R L L
Maximum Queue (ft)231 495 1151 1170 410 197 670 1173 1212 670 258 324
Average Queue (ft)125 108 498 503 144 105 350 743 772 388 116 193
95th Queue (ft)212 295 1137 1142 465 185 810 1078 1137 931 211 325
Link Distance (ft)3018 3018 1286 1286
Upstream Blk Time (%)1 1
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)625 625 290 475 475 475 255 255
Storage Blk Time (%)0 5 28 40 43 0 0
Queuing Penalty (veh)0 10 74 101 121 0 0
Intersection: 10: Market Blvd & Arboretum Blvd
Movement NB NB NB SB SB SB SB SB
Directions Served T T R L L T T R
Maximum Queue (ft)584 511 240 168 232 324 252 238
Average Queue (ft)287 248 28 87 112 209 187 37
95th Queue (ft)520 483 195 154 190 308 263 159
Link Distance (ft)914 914 244 244 244 244
Upstream Blk Time (%)0 0 1 5 1 0
Queuing Penalty (veh)0 0 2 10 2 1
Storage Bay Dist (ft)320 100
Storage Blk Time (%)18 4 2 10 22
Queuing Penalty (veh)47 10 3 10 23
245
Queuing and Blocking Report
10/31/2023
Downtown Chanhassen TH 5 Additional Turn Lanes Build PM SimTraffic Report
Page 3
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB EB WB WB WB WB WB NB NB NB
Directions Served L T T R L L T T R L L T
Maximum Queue (ft)472 641 653 495 128 700 1947 1956 700 152 198 383
Average Queue (ft)286 214 224 35 60 379 1675 1696 562 49 102 150
95th Queue (ft)579 715 765 371 114 894 2249 2247 1014 137 181 321
Link Distance (ft)1286 1286 1286 1905 1905 425 425
Upstream Blk Time (%)3 3 0 17 22 5
Queuing Penalty (veh)16 19 0 0 0 0
Storage Bay Dist (ft)635 530 530 530 135
Storage Blk Time (%)7 32 34 5 0 5 19
Queuing Penalty (veh)61 50 166 57 0 4 31
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement NB SB SB SB SB
Directions Served R L L T R
Maximum Queue (ft)180 120 198 193 135
Average Queue (ft)101 93 132 97 88
95th Queue (ft)192 152 223 204 154
Link Distance (ft)181 181
Upstream Blk Time (%)10 6
Queuing Penalty (veh)23 13
Storage Bay Dist (ft)115 95 65
Storage Blk Time (%)13 26 31 24 31
Queuing Penalty (veh)14 30 37 30 26
Zone Summary
Zone wide Queuing Penalty: 993
246
SimTraffic Performance Report
10/27/2023
Downtown Chanhassen TH 5 Additional Lanes AM SimTraffic Report
Page 1
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)1.4 0.6 1.4 0.0 0.0 0.0 2.9 0.6 2.9 0.0 0.1 0.0
Total Del/Veh (s)86.4 51.0 16.7 64.9 30.7 12.2 72.1 90.6 5.8 60.0 77.2 3.7
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.5
Total Del/Veh (s)45.4
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 1.7 0.6 1.7 0.6 0.8 3.6 0.4 0.0 0.7
Total Del/Veh (s)236.2 23.4 13.2 84.6 27.1 9.6 76.5 92.5 56.2 91.6 75.8 40.4
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.6
Total Del/Veh (s)38.2
Total Zone Performance
Denied Del/Veh (s)1.1
Total Del/Veh (s)2033.9
247
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen TH 5 Additional Lanes AM SimTraffic Report
Page 2
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T T L L
Maximum Queue (ft)207 358 669 688 410 213 202 303 335 354 215 321
Average Queue (ft)125 104 438 448 175 119 118 185 200 203 104 178
95th Queue (ft)190 251 634 671 506 201 197 281 302 310 200 304
Link Distance (ft)3018 3018 1286 1286 1286
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)625 625 290 475 475 255 255
Storage Blk Time (%)0 1 25 0
Queuing Penalty (veh)0 1 67 1
Intersection: 10: Market Blvd & Arboretum Blvd
Movement NB NB NB SB SB SB SB SB
Directions Served T T R L L T T R
Maximum Queue (ft)481 428 80 169 227 315 244 242
Average Queue (ft)260 216 3 80 107 211 187 18
95th Queue (ft)406 348 58 143 184 313 264 115
Link Distance (ft)914 914 232 232 232 232
Upstream Blk Time (%)1 8 3
Queuing Penalty (veh)1 16 5
Storage Bay Dist (ft)320 100
Storage Blk Time (%)13 2 6 14
Queuing Penalty (veh)34 5 6 15
248
Queuing and Blocking Report
10/27/2023
Downtown Chanhassen TH 5 Additional Lanes AM SimTraffic Report
Page 3
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB WB WB WB WB WB WB NB NB NB
Directions Served L T T L L T T T R L L T
Maximum Queue (ft)393 1051 665 139 230 453 427 430 111 149 212 364
Average Queue (ft)241 190 166 55 95 299 278 257 5 51 113 142
95th Queue (ft)507 600 524 129 176 461 435 421 65 136 186 301
Link Distance (ft)1286 1286 1898 1898 1898 425 425
Upstream Blk Time (%)0 0 0
Queuing Penalty (veh)0 0 0
Storage Bay Dist (ft)635 530 530 530 135
Storage Blk Time (%)2 0 0 0 6 14
Queuing Penalty (veh)16 0 0 0 5 22
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement NB SB SB SB SB
Directions Served R L L T R
Maximum Queue (ft)180 120 184 184 135
Average Queue (ft)114 101 143 99 81
95th Queue (ft)202 140 199 185 150
Link Distance (ft)167 167
Upstream Blk Time (%)16 4
Queuing Penalty (veh)35 9
Storage Bay Dist (ft)115 95 65
Storage Blk Time (%)18 27 39 33 21
Queuing Penalty (veh)19 32 45 41 18
Zone Summary
Zone wide Queuing Penalty: 394
249
SimTraffic Performance Report
Baseline 10/27/2023
Downtown Chanhassen TH 5 Additional Lanes PM SimTraffic Report
Page 1
10: Market Blvd & Arboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)1.6 0.6 1.4 0.0 0.0 0.0 3.0 0.7 3.0 0.0 0.0 0.0
Total Del/Veh (s)101.6 34.0 13.2 80.1 9.4 6.3 99.2 160.4 7.1 73.1 86.1 2.2
10: Market Blvd & Arboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.7
Total Del/Veh (s)39.8
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Del/Veh (s)0.0 0.0 0.0 2.0 0.2 2.0 0.6 0.4 3.8 0.1 0.0 0.5
Total Del/Veh (s)93.2 22.2 13.4 103.4 18.7 5.5 70.2 93.6 60.0 75.5 63.3 10.3
17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd Performance by movement
Movement All
Denied Del/Veh (s)0.3
Total Del/Veh (s)29.3
Total Zone Performance
Denied Del/Veh (s)1.0
Total Del/Veh (s)1723.1
250
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen TH 5 Additional Lanes PM SimTraffic Report
Page 2
Intersection: 10: Market Blvd & Arboretum Blvd
Movement EB EB EB EB EB WB WB WB WB WB NB NB
Directions Served L L T T R L L T T T L L
Maximum Queue (ft)160 147 651 655 410 195 193 61 84 104 246 308
Average Queue (ft)79 41 341 351 96 91 99 15 33 45 121 189
95th Queue (ft)146 102 587 583 381 163 167 47 74 96 222 312
Link Distance (ft)3018 3018 1286 1286 1286
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)625 625 290 475 475 255 255
Storage Blk Time (%)0 14 0 1
Queuing Penalty (veh)0 27 0 2
Intersection: 10: Market Blvd & Arboretum Blvd
Movement NB NB NB SB SB SB SB
Directions Served T T R L L T T
Maximum Queue (ft)503 433 160 116 141 185 197
Average Queue (ft)266 215 23 48 72 103 93
95th Queue (ft)493 438 175 98 120 169 166
Link Distance (ft)914 914 232 232 232
Upstream Blk Time (%)0 0
Queuing Penalty (veh)0 0
Storage Bay Dist (ft)320 100
Storage Blk Time (%)21 4 2 5
Queuing Penalty (veh)42 17 1 3
251
Queuing and Blocking Report
Baseline 10/27/2023
Downtown Chanhassen TH 5 Additional Lanes PM SimTraffic Report
Page 3
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement EB EB EB EB WB WB WB WB WB NB NB NB
Directions Served L T T R L L T T T L L T
Maximum Queue (ft)266 1280 1282 496 97 130 372 343 252 88 132 191
Average Queue (ft)121 240 250 26 15 57 176 152 102 13 53 55
95th Queue (ft)231 814 803 322 54 114 334 303 225 56 109 133
Link Distance (ft)1286 1286 1286 1898 1898 1898 425 425
Upstream Blk Time (%)0 0
Queuing Penalty (veh)0 1
Storage Bay Dist (ft)635 530 530 135
Storage Blk Time (%)0 0 4
Queuing Penalty (veh)0 0 3
Intersection: 17: Great Plains Blvd & Arboretum Blvd/Aboretum Blvd
Movement NB SB SB SB SB
Directions Served R L L T R
Maximum Queue (ft)141 120 184 136 112
Average Queue (ft)43 91 127 45 31
95th Queue (ft)104 145 192 107 78
Link Distance (ft)167 167
Upstream Blk Time (%)7 0
Queuing Penalty (veh)12 0
Storage Bay Dist (ft)115 95 65
Storage Blk Time (%)1 17 23 13 1
Queuing Penalty (veh)1 18 25 11 0
Zone Summary
Zone wide Queuing Penalty: 164
252
Downtown Chanhassen Traffic Study October 2023
APPENDIX D: TRAFFIC FORECASTING
253
Downtown Chanhassen Traffic Study
Forecasted AADTs
Kimley-Horn
Road Segment Source Year Existing Volume Year Future Volume Growth Rate Average
TH 5 East of Great Plains Carver County Comp Plan 2015 36,000 2040 42,000 0.62%
TH 5 Market To Great Plains Carver County Comp Plan 2015 35,500 2040 43,000 0.77%
TH 5 West of Market Carver County Comp 2015 30,500 2040 37,000 0.78%
Powers Blvd TH 5 to W 78th Chanhassen Comp Plan 2017 15,700 2040 18,700 0.76%
Powers Blvd North of W 78th Chanhassen Comp Plan 2017 13,100 2040 15,500 0.73%
Great Plains Blvd TH 5 to W 78th Street Chanhassen Comp Plan 2017 8,200 2040 8,200 0.00%
W 78th Street Great Plains Blvd to
Market Blvd Chanhassen Comp Plan 2017 9,900 2040 10,800 0.38%
W 78th Street Market Blvd to Target
Entrance Chanhassen Comp Plan 2017 6,300 2040 7,200 0.58%
W 78th Street Target Entrance to
Powers Blvd Chanhassen Comp Plan 2017 12,800 2040 13,200 0.13%
W 78th Street W of Powers Blvd Chanhassen Comp Plan 2017 3,700 2040 3,700 0.00%
W 78th Street East of Great Plains Chanhassen Comp Plan 2017 7,500 2040 8,400 0.49%
Market Boulevard North of TH 5 Chanhassen Comp Plan 2017 14,800 2040 16,100 0.37%
0.72%
0.75%
0.28%
254
Downtown Chanhassen Traffic Study October 2023
APPENDIX E: TRIP GENERATION
255
In Out Total In Out Total
2,876 94 155 249 151 96 247
In Out Total In Out Total
1,551 50 86 136 81 52 133
W 78th St & Market Boulevard SE Quadrant Trip Generation Estimate
SW Transit Facility Trip Generation Estimate
43 56 37 23 60Multifamily Housing (Mid Rise)221 150 Units 682 13
PM PeakLand Use ITE Code Magnitude Weekday
Daily
AM Peak
78 48 30 78
High-Turnover (Sit-Down)
Restaurant 932 12000 ksf 1,286 63 52
Multifamily Housing (Mid Rise)221 200 Units 908 18 60
PM Peak
Total Trips (Unadjusted)
115 66 43 109
Land Use ITE Code Magnitude Weekday
Daily
AM Peak
78 48 30 78
High-Turnover (Sit-Down)
Restaurant 932 6000 ksf 643 32 26
Multifamily Housing (Mid Rise)221 200 Units 908 18 60
58 33 22 55
Total Trips (Unadjusted)
256
Downtown Chanhassen Traffic Study October 2023
APPENDIX F: MARKET BOULEVARD IMPROVEMENT ALTERNATIVES
257
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
14' BLVD6' TRAIL16' THRU4' MEDIAN12' THRU12' R TURN5' BLVD10' TRAIL11' L TURN12' THRU13' THRU7' TRAIL18' THRU18' THRU7' TRAIL6' BLVD6' TRAIL12' R TURN11' THRU12' L TURN16' THRU12' BLVD10' TRAIL13' BLVD6' TRAIL16' THRU6' MEDIAN12' L TURN12' THRU10' TRAIL4' BLVD6' TRAIL12' R TURN12' L TURN6' MEDIAN16' THRU14' BLVD10' TRAIL9'
BLVD6'
TRA
IL 16'
THRU6'
MED
IAN12'
L
TURN12'
THRU12'
R
TURN8'
BLVD
7
'
BLVD
6
'
TRA
IL
16
'
THRU18' CLEAR16' THRU9' BLVD10' TRA
IL
1
0
'
B
L
V
D
6'
T
R
A
I
L
1
6
'
T
H
R
U
1
8
'
M
E
D
I
A
N
1
6
'
T
H
R
U
9'
B
L
V
D
1
0
'
T
R
A
I
L
6
'
B
LVD
6
'
TRA
I
L
1
2
'
THRU
1
1
'
THRU
6
'
MED
IAN16' THRU1
2
'
B
L
V
D10' TRAIL6'
BLVD6'
TRA
IL 12'
THRU11' THRU6'
MED
IAN12'
THRU12' THRU4'
BLVD10' TRA
IL6' MEDIAN4' TRAIL11' THRU10'
TRA
IL
1
2
'
L
TURN
12' L
TURN12' L TURN12' R
TURN
LIBRARY
EXISTING PARKING
GARAGE
(TOP FLOOR = 93
SPACES, BOTTOM = 26)
DROP OFF
CITY HALL
UPPER PARK
OUTDOOR DINING/
SKATING RINK
PARK
PAVILLION
SPLASH
FOUNTAINPLAYGROUND
SKATE PARK
VETERAN'S
MEMORIAL
STAGE
PICKLEBALL
COURTS
SEATING
SURFACE PARKING
SURFACE PARKING
PARALLEL PARKING12' R TURNSTORM WATER TREATMENT BASIN
LEGEND
ROADWAY PAVEMENT
GRASS BOULEVARD SIDEWALK OR BITUMINOUS TRAIL
CURB & GUTTER
STORM WATER RETENTION BASIN
PROPOSED PROJECT AREA -
3 LANE ALTERNATIVE
SEPTEMBER 2023
MARKET BOULEVARD IMPROVEMENTS
258
12.0'11.0'6.0'12.0'12.0'12.0'4.0'10.0'6' BLVD6' TRAIL12' THRU13' THRU4' MEDIAN12' THRU12' R TURN4' BLVD10' TRAIL11' L TURN12' THRU13' THRU7' TRAIL6' BLVD6' TRAIL12' THRU11' THRU12' L TURN12' THRU12' THRU4' BLVD10' TRAIL6' BLVD6' TRAIL12' THRU11' THRU6' MEDIAN12' L TURN12' THRU12' BLVD10' TRAIL6' BLVD6' TRAIL11' THRU12' L TURN6' MEDIAN12' THRU12' THRU4' BLVD10' TRAIL6'
BLVD6'
TRA
IL 12'
THRU11'
THRU6'
MED
IAN12'
L
TURN12'
THRU12'
THRU4'
BLVD
6
'
BLVD
6
'
TRA
IL
12
'
THRU11' THRU18' CLEAR12' THRU12' THRU4' BLVD
10
'
TRA
IL
6'
B
L
V
D
6'
T
R
A
I
L
1
2
'
T
H
R
U
1
1
'
T
H
R
U
1
8
'
M
E
D
I
A
N
1
2
'
T
H
R
U
1
2
'
T
H
R
U
4'
B
L
V
D
1
0
'
T
R
A
I
L
6
'
B
LVD
6
'
TRA
I
L
1
2
'
THRU
1
1
'
THRU
6
'
MED
IAN
1
2
'
THRU
1
2
'
THRU
4
'
B
LVD
1
0
'
TRA
I
L
6'
BLVD6'
TRA
IL 12'
THRU11' THRU6'
MED
IAN12'
THRU12' THRU4'
BLVD10' TRA
IL6' MEDIAN4' TRAIL11' THRU10'
TRA
IL
1
2
'
L
TURN
12' L
TURN12' L TURN12' R
TURN
LIBRARY
EXISTING PARKING
GARAGE
(TOP FLOOR = 93
SPACES, BOTTOM = 26)
DROP OFF
CITY HALL
UPPER PARK
OUTDOOR DINING/
SKATING RINK
PARK
PAVILLION
SPLASH
FOUNTAINPLAYGROUND
SKATE PARK
VETERAN'S
MEMORIAL
STAGE
PICKLEBALL
COURTS
SEATING
SURFACE PARKING
SURFACE PARKING
PARALLEL PARKING18' THRU18' THRU7' TRAILSTORM WATER RETENTION BASIN
LEGEND
ROADWAY PAVEMENT
GRASS BOULEVARD SIDEWALK OR BITUMINOUS TRAIL
CURB & GUTTER
PROPOSED PROJECT AREA -
5 LANE ALTERNATIVE
SEPTEMBER 2023
MARKET BOULEVARD IMPROVEMENTS
259
Downtown Chanhassen Traffic Study October 2023
APPENDIX G: W 78TH ST & MARKET BLVD ROUNDABOUT CONCEPTS
260
MARKET BOULDEVARD AND W 78TH ST - ROUNDABOUT OPTION #111:32:5608/18/23 OF_EXHIBIT Market_Blvd_RAB 2x1 MOD.dgn1 2
CITY OF CHANHASSEN
5050
SCALE IN FEET
261
MARKET BOULDEVARD AND W 78TH ST - ROUNDABOUT OPTION #211:33:0108/18/23 OF_EXHIBIT Market_Blvd_RAB 2x1.dgn2 2
CITY OF CHANHASSEN
5050
SCALE IN FEET
262
Downtown Chanhassen Traffic Study October 2023
APPENDIX H: RODEL REPORTS
263
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 159
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh)
2 by 1 Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
AM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)50% Confidence Level
264
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 159
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1
3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1
265
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 159
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 AM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950
2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950
3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950
4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950
266
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 159
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 AM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 38 587 57 944 0.0402
2 W 78th St EB None 531 182 443 1885 0.2816
3 Market Blvd NB None 330 300 413 992 0.3325
4 W 78th St WB None 445 199 431 1766 0.2520
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 3.94 3.94 0.12 A A
2 W 78th St EB None 4.51 4.51 1.87 A A
3 Market Blvd NB None 5.10 5.10 1.33 A A
4 W 78th St WB None 3.90 3.90 1.36 A A
267
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 162
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh)
2 by 1 Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
PM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)50% Confidence Level
268
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 162
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1
3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1
269
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 162
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 PM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940
2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940
3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940
4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940
270
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 162
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 PM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 91 1062 97 770 0.1182
2 W 78th St EB None 737 256 897 1929 0.3821
3 Market Blvd NB None 634 456 537 1000 0.6338
4 W 78th St WB None 701 458 632 1739 0.4031
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 5.25 5.25 0.39 A A
2 W 78th St EB None 4.86 4.86 2.86 A A
3 Market Blvd NB None 9.55 9.55 5.10 A A
4 W 78th St WB None 4.84 4.84 2.77 A A
271
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh)
2 by 1 Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
AM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)85% Confidence Level
272
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1
3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1
273
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 AM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950
2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950
3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950
4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950
274
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 AM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 38 587 57 737 0.0515
2 W 78th St EB None 531 182 443 1694 0.3134
3 Market Blvd NB None 330 300 413 800 0.4126
4 W 78th St WB None 445 199 431 1586 0.2806
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 5.11 5.11 0.15 A A
2 W 78th St EB None 5.23 5.23 2.17 A A
3 Market Blvd NB None 7.12 7.12 1.87 A A
4 W 78th St WB None 4.50 4.50 1.57 A A
275
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 168
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_2 by 1 Roundabout 2045 PHF Flow Profile (veh)
2 by 1 Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
PM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)85% Confidence Level
276
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 168
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 28.00 2 200.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 28.00 2 12.00 1
3 Market Blvd NB 110.00 30.00 2 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 28.00 2 12.00 1
277
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 168
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 PM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940
2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940
3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940
4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940
278
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: 2 by 1 Roundabout Future Year (2045)
Run number 168
Project: Chanhassen Market Blvd_2 by 1 Roundabout2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 PM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 91 1061 97 563 0.1616
2 W 78th St EB None 737 256 896 1727 0.4268
3 Market Blvd NB None 634 456 537 795 0.7974
4 W 78th St WB None 701 457 631 1535 0.4566
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 7.54 7.54 0.57 A A
2 W 78th St EB None 5.84 5.84 3.45 A A
3 Market Blvd NB None 20.98 20.98 11.77 C C
4 W 78th St WB None 6.00 6.00 3.46 A A
279
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB
Approach
2045 PHF Flow Profile (veh)
Hybrid Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
AM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)50% Confidence Level
280
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1
3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1
281
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 AM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950
2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950
3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950
4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950
282
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 165
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 AM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 38 587 57 944 0.0402
2 W 78th St EB None 531 182 443 1001 0.5307
3 Market Blvd NB None 330 300 413 948 0.3480
4 W 78th St WB None 445 199 431 1766 0.2520
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 3.94 3.94 0.12 A A
2 W 78th St EB None 6.96 6.96 2.94 A A
3 Market Blvd NB None 5.45 5.45 1.43 A A
4 W 78th St WB None 3.90 3.90 1.36 A A
283
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 169
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB
Approach
2045 PHF Flow Profile (veh)
Hybrid Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
PM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)50% Confidence Level
284
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 169
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1
3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1
285
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 169
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 PM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940
2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940
3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940
4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940
286
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 169
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
50% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 PM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 91 1062 97 770 0.1182
2 W 78th St EB None 737 256 897 1025 0.7190
3 Market Blvd NB None 634 456 537 931 0.6809
4 W 78th St WB None 701 458 632 1739 0.4031
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 5.25 5.25 0.39 A A
2 W 78th St EB None 11.72 11.72 7.36 B B
3 Market Blvd NB None 11.72 11.72 6.42 B B
4 W 78th St WB None 4.84 4.84 2.77 A A
287
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 167
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB
Approach
2045 PHF Flow Profile (veh)
Hybrid Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
AM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)85% Confidence Level
288
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 167
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1
3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1
289
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 167
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 AM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 7 12 19 0 0.0 1.00 0.950
2 W 78th St EB 0 19 274 238 0 4.1 1.00 0.950
3 Market Blvd NB 0 149 31 150 0 3.7 1.00 0.950
4 W 78th St WB 0 163 275 7 0 7.2 1.00 0.950
290
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 167
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 AM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 AM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 38 587 57 737 0.0515
2 W 78th St EB None 531 182 443 810 0.6559
3 Market Blvd NB None 330 300 413 756 0.4365
4 W 78th St WB None 445 199 431 1586 0.2806
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 5.11 5.11 0.15 A A
2 W 78th St EB None 11.31 11.31 4.84 B B
3 Market Blvd NB None 7.83 7.83 2.07 A A
4 W 78th St WB None 4.50 4.50 1.57 A A
291
Page 1 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 171
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Scheme Summary
Control Data
Control Data and Model Parameters
Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB
Approach
2045 PHF Flow Profile (veh)
Hybrid Roundabout Future Year (2045)7.5 min Time Slice
Rodel-Win1 Queuing Delays (sec)
Right Hand Drive Daylight conditions
PM Peak Hour Peak 60/15 min Results
Full Geometry Output flows: Vehicles
English Units (ft)85% Confidence Level
292
Page 2 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 171
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Data
Main Geometry (ft)
Approach and Entry Geometry
Leg Leg Names
Approach
Bearing
(deg)
Grade
Separation
G
Half Width
V
Approach
Lanes
n
Entry
Width
E
Entry
Lanes
n
Flare
Length
L'
Entry
Radius
R
Entry
Angle
Phi
1 Market Blvd SB 0 0 12.00 1 14.00 1 100.00 50.00 30.00
2 W 78th St EB 90 0 12.00 1 14.00 1 100.00 50.00 30.00
3 Market Blvd NB 180 0 12.00 1 14.00 1 100.00 50.00 30.00
4 W 78th St WB 270 0 12.00 1 28.00 2 200.00 50.00 30.00
Circulating and Exit Geometry
Leg Leg Names
Inscribed
Diameter
D
Circulating
Width
C
Circulating
Lanes
nc
Exit
Width
Ex
Exit
Lanes
nex
Exit
Half Width
Vx
Exit Half
Width Lanes
nvx
1 Market Blvd SB 110.00 30.00 2 14.00 1 12.00 1
2 W 78th St EB 110.00 15.00 1 14.00 1 12.00 1
3 Market Blvd NB 110.00 15.00 1 14.00 1 12.00 1
4 W 78th St WB 110.00 15.00 1 14.00 1 12.00 1
293
Page 3 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 171
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Traffic Flow Data (veh/hr)
2045 PM Peak Peak Hour Flows
Leg Leg Names
Turning Flows
U-Turn Exit-3 Exit-2 Exit-1 Bypass
Flow Modifiers
Trucks
%
Flow
Factor
Peak Hour
Factor
1 Market Blvd SB 0 12 36 43 0 0.0 1.00 0.940
2 W 78th St EB 0 36 408 293 0 1.2 1.00 0.940
3 Market Blvd NB 0 373 49 212 0 0.4 1.00 0.940
4 W 78th St WB 0 208 481 12 0 0.6 1.00 0.940
294
Page 4 of 4
Rodel-Win
Report dated 31-Oct-2023
Rodel Version 1.96
Scheme: Hybrid Roundabout Future Year (2045)
Run number 171
Project: Chanhassen Market Blvd_Hybrid Roundabout_2-Lane WB Approach2045 PM Peak
85% Confidence Level
Daylight conditions Rodel-Win1 - Full Geometry
Operational Results
2045 PM Peak - 60 minutes
Flows and Capacity
Leg Leg Names Bypass
Type
Flows (veh/hr)
Arrival Flow
Entry Bypass
Opposing Flow
Entry Bypass
Exit
Flow
Capacity (veh/hr)
Capacity
Entry Bypass
Average VCR
Entry Bypass
1 Market Blvd SB None 91 1060 97 564 0.1615
2 W 78th St EB None 737 256 895 823 0.8956
3 Market Blvd NB None 634 454 535 727 0.8722
4 W 78th St WB None 701 456 629 1537 0.4561
Delays, Queues and Level of Service
Leg Leg Names Bypass
Type
Average Delay (sec)
Entry Bypass Leg
95% Queue (veh)
Entry Bypass
Level of Service
Entry Bypass Leg
1 Market Blvd SB None 7.53 7.53 0.57 A A
2 W 78th St EB None 33.69 33.69 22.11 D D
3 Market Blvd NB None 34.20 34.20 19.40 D D
4 W 78th St WB None 5.99 5.99 3.42 A A
295
Downtown Chanhassen Traffic Study October 2023
APPENDIX I: ACCESS MANAGEMENT IMPROVEMENT CONCEPTS
296
NOT TO SCALE
W 78th St
5
LEGEND
Restricted Movement
Potential Route
Proposed Median
APPENDIX I
W 79TH STREET ACCESS MANAGEMENT & CIRCULATION IMPROVEMENTS
RIGHT-IN-RIGHT-OUT MEDIAN W 79TH STREET297
NOT TO SCALE
W 78th St
5
APPENDIX I
W 79TH STREET ACCESS MANAGEMENT & CIRCULATION IMPROVEMENTS
W 79TH STREET REALIGNMENT
LEGEND
Potential Realignment
Potential Property Acquisition
298
NOT TO SCALE
W 78th St
5
APPENDIX I
W 79TH STREET ACCESS MANAGEMENT & CIRCULATION IMPROVEMENTS
CONNECTING MARKET STREET & W 79TH STREET
LEGEND
Potential New Connection
Potential Rail Crossing
299
February 12, 2024
City of Chanhassen
City Council Work Session
Downtown Design Guidelines & Street
Improvements
300
Agenda
Part 1: Downtown Design Guidelines
Part 2: W. 78 th Street (Core Downtown)
Part 3: Market Boulevard
Part 4: W. 79 th Street
Part 5: Wayfinding & Signage
301
Design Standards & Guidelines for
Downtown Site/Building Development
Project Intent:
•Develop Downtown Design Standards in the Zoning Code focused on
mixed use and pedestrian-oriented development.
•Develop Downtown Design Guidelines that encourage property owners
and developers to design new development that achieves the
community’s aspirations and preferred downtown character.
•Leverage best practices from other cities for downtown, mixed use,
and pedestrian-oriented design standards/guidelines.
302
Design Standards & Guidelines for
Downtown Site/Building Development
What Are Design Standards?
•Design standards are requirements located in the zoning code.
•Language of design standards is “shall”, “required”, “must”.
•Design standards are objective, clear, and typically specific
numerical standards.
•Design standards establish the required placement, scale, and
design of development beyond the typical dimensional standards
(e.g. setbacks, building height).
303
Design Standards & Guidelines for
Downtown Site/Building Development
What Are Design Guidelines?
•Provide property owners and developers additional guidance in the form
of community preferences and best practices, rather than requirements.
•Language of design guidelines is “should”, “encourage”, “prefer”.
•Focused on guiding development that creates a strong sense of place.
•Used alongside the required design standards in the zoning code.
•Property owners and developers should review these guidelines prior to
submitting a development application and are expected to provide a
narrative as part of their development proposal that identifies how the
project achieves these guidelines.
304
Design Standards & Guidelines for
Downtown Site/Building Development
Downtown Design Standards
The zoning code currently has two sets of design standards:
•Commercial, Industrial, and Office-Institutional Developments
•Multifamily Developments
Downtown Design Guidelines
•Development within the downtown area relies on the basic design
standards outlined above based on the proposed type of land use.
•The vision for the downtown area creates a need for specific design
standards and guidelines for the area.
305
Design Standards & Guidelines for
Downtown Site/Building Development
1.Central Business District zoning district (existing)
•Build-to-Zone (min and max setback) -for street property lines
•Building Height -min = 1, max = 6 stories
•Story Height –min/max; ground vs. upper stories
•Side & Rear Setbacks -none
2.Downtown Design Standards (new)
•Site Standards
•Building Standards
3.Downtown Design Guidelines (new)
•Site Standards
•Building Standards
306
307
Design Standards & Guidelines for
Downtown Site/Building Development
Site Design Standards How to Measure
Placement of Buildings
•Street front coverage Minimum %
•Site/building elements in setback areas Encroachments allowed
Placement and Configuration of Parking/Loading Facilities
•Off-street parking areas Locations allowed, maximum % of site, driveway locations and
widths, screening
•Number of parking spaces (vehicle and bicycle)Minimum spaces required and maximum spaces allowed
•Shared off-street parking Locations allowed, types of uses allowed to share
•Loading facilities Locations allowed for off-street and on-street loading,
driveway locations and widths, screening
Private Usable Open Space Minimum sq. ft. or % of site
Multi-Modal Transportation Facilities On-site walk/bike connections to public sidewalks and trails
Screening
•Trash storage Locations allowed, screening
•Mechanical equipment Locations allowed, screening
308
Design Standards & Guidelines for
Downtown Site/Building Development
Building Design Standards How to Measure
Building Size
•Building length Maximum wall length
•Upper floors stepback Above 2nd, 3rd, or 4th story
Building Facade
•Principal building entrance placement Minimum of one per street facade
•Spacing of building entrances Maximum distance between entrances
•Street façade articulation Articulation of building wall every _____ feet
•Street façade transparency Minimum % of windows/doors
•Parking structures Liner uses along streets, screening
Roof Design Minimum roof pitch, maximum parapet height for flat roofs,
screening of rooftop mechanical equipment
Exterior Building Materials Permitted primary and accent materials, minimum % of
primary materials, maximum % of accent materials
309
Design Standards & Guidelines for
Downtown Site/Building Development
Site Design Guidelines Criteria
Open space Amenities, accessibility
Trees/landscaping Desired species, native vegetation, spacing
On-site stormwater management Desired methods, aesthetics
On-site pathways Connectivity, materials
Site furnishings Desired elements, downtown character
Lighting Fixture styles
Utilities Removal of overhead utilities
310
Design Standards & Guidelines for
Downtown Site/Building Development
Building Design Guidelines Criteria
Building character Architectural style
Exterior building materials Color, desired materials
Building entrances Elevation compared to sidewalk, architectural features
Awnings and canopies Desired scale, design, materials
Signs Desired scale, design, materials
Lighting Desired scale, design, materials
Sustainability Energy efficiency, building materials
311
Guiding Direction –downtown needs a more cohesive
feel and creation of a Main Street aesthetic.
312
313
•Introduces on street parking in some areas
•Maintains adequate width for parade route
•Improved pedestrian connectivity and traffic calming
Design Options
Note –Seeking to strike the necessary balance of walkability,
creation of main street, while still having adequate traffic
operations.
Movement of vehicles driving through the downtown as
efficiently as possible is no longer the focus for the downtown
core.
314
Design Options
This area has wider existing Right-of-Way
Assumption: Maximization of tree canopy
Note –Seeking to strike the necessary balance of
walkability, creation of main street, while still having
adequate traffic operations.
Movement of vehicles driving through the downtown as
efficiently as possible is no longer the focus for the
downtown core.
•Introduces on street parking in some areas
•Maintains adequate width for parade route
•Improved pedestrian connectivity and traffic calming
315
Current path we’re on…
Council’s desired vision for a main street. Design
guidelines and standards should reflect that vision,
such as:
•Building step backs
•Activation of sidewalk
•Traffic calming/pedestrian improvements
•Quality Architecture
316
Part 2:
West 78th Street
(Core Downtown)
317
Alternative 1 –Two Lanes both directions
No Changes west of
Kerber
318
Alternative 2 –One Lane Westbound
No Changes west of
Kerber
319
Traffic Operations
W 78th StKerber BlvdW 78th StLaredo DrMarket BlvdRetailEntranceLegend
AM | PM
LOS A, B, or C
LOS D
LOS E or F
Intersection LOS
Reducing the number of through lanes on W 78th Street
east of Kerber Blvd has minimal impact on traffic delay.
320
Feedback Desired
Preferred alternative for the Kerber to Market block, Two Lane/Single Lane (WB)
•This is needed to inform Market Blvd, Civic Campus, and Proposed
Redevelopment
321
Part 3:
Market Boulevard
322
New Layout Option 3 –Mini Roundabout
323
324
Traffic Operations
325
Layout Option 1
Single Lane
326
Layout Option 2
Two Lanes
327
Feedback Desired
Thoughts about new Option 3
328
Part 4:
West 79th Street
329
W 79th St/Market Blvd Intersection Crash Data
(2019-2023)
330
The root cause of the intersection back-up
The problem is the close proximity of the intersections to TH 5; in conjunction with the volume of traffic
Potential Solutions
A.Increase capacity/operation of the TH 5 intersections
Not feasible
a)MnDOT has no plans to add capacity to TH 5; not a priority; would have a major impact (property taking, grade separated intersections, removing local road access; and would be cost prohibitive
b)Geometric improvements to intersection are already maximized, although minor improvements could be made
B.Reduce and/or redirect the volume
Reduction not feasible, nor desired, Redirection is potentially feasible
C.Move the intersections
Feasible, but impactful and costly….potentially a future consideration due to redevelopment
D.Change intersection type and/or control the intersection movements
Mix of feasible and not feasible options
331
There were some ideas brought up at the
last work session for consideration
Traffic Signals
One-Way
Roundabouts
Access issues on W 79th corridor
332
Change type:
Why aren’t Traffic Signals or Roundabouts Feasible?
Spacing
•MnDOT will not operate traffic signals, unlikely to achieve effective operation without signal coordination
•Minimum recommended signal spacing is ¼ mile
Safety issues with sightlines, spacing, and conflicting signals
•Increased potential for vehicles to be stranded or stuck within the intersections and higher likelihood of red-light running
MnDOT State Aid likely would not support funding
-------------------------------------------------------------------------------------------------
The queuing from TH 5 would back-up into the roundabouts, thus rendering them ineffective
333
Redirect Volume -Why not a One-Way?
334
Redirect Volume –RIRO Access Management
335
Redirect Volume –A future consideration
X
X
336
W 79th St 3-Lane Concept
This signing/stripping can be accommodated within existing curb lines
-Cost effective
-Reduces driver
frustration
-Examine driveways
for potential access
improvements-
-Continue to study
pilot sign/stripe at
Great Plains
337
Feedback Desired
Should the 3-Lane conversion of W 79th Street concept be
implemented?
338
Part 5:
Wayfinding & Signage
339
Impetus Opportunities
340
341
342
343
344
345
346
347
Feedback Desired
1.Which signage package is preferred by Council?
2.If not one package, what elements are preferred by
Council?
3.What color is desired for Traffic Signal poles?
348
Thank you!
Any additional Questions?
349
City Council Item
February 12, 2024
Item Civic Campus Update
File No.Item No: A.2
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Asset Management
SUMMARY
The Civic Campus project team will continue discussions with the City Council about design and
budget. The team will present a scenario that can be managed within the existing budget plus
contingency of $35.2M, that:
Includes the park building/outdoor living room with five restroom fixtures
Identifies 10 add-alternates that are not included in the project but could be added back after bids
are received, with priority on the snow-melt system between the Library and City Hall (see slide
5 of attached presentation)
Implements three changes presented at the February 5 work session: brick exterior, metal railings,
and glass office fronts (see slide 6). The stone can be included as a bid alternate.
Incorporates additional reductions of $375,000 with reductions to wood ceilings in City Hall,
FFE, and site utility changes (see slide 14)
350
Includes the "butterfly roof" stage structure that was originally proposed
Also included in the packet and presentation is information related to the impact of lower interest rates
on the overall debt service requirements and impacts on the levy.
BACKGROUND
Key Project Dates:
Package 1 (20-30% of budget): Bid Opening on 2/29, award 3/11
Package 2: 3/25 release, Bid Opening on 4/18, award 5/13
Construction start: June 2024
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Feb 12 CC meeting presentation for Civic Campus
Schedule of Events - 2024 Bonds
Tax Levy Projection Scenarios 2024-02-06
351
Chanhassen Civic Campus
City Council Work Session
2/12/2024
352
•All VE items have been implemented in project design (slide 3-4)
•Excludes Add Alternates (slide 5) with possibility of adding them back
depending on how bids come in
•Changes building exterior to brick, changes railings from glass to
metal, and reduces office glass (slide 6-12)
•Includes Park Pavilion with 2 multi-user restroom and one family
restroom -5 fixtures total (slide 13)
Total Project Cost: $35,735,000
353
City Hall / Senior Center DD Estimate Notes
Interior glass walls to Dorma System $700,000 SD was 350sf, DD is 3,500sf (Offices
and Conf. Rooms)
Reduce wood veneer wall paneling $150,000 Common spaces
ACT in offices (wood look)$166,000 For open office ACT
Clock tower to one side $45,000 DD Estimate
Remove Ceiling Insulation and ACT in parking garage $200,000 At underside of precast
Remove 90LF of glazed interior railings $90,000 Drywall assembly and wood cap
Reduce slat -1 ceiling finish in council chambers and lobby $60,000
Add four gas fired unit heaters in garage $30,000
Remove dry sprinkler from lower level $33,000
Tile at wet walls only in restrooms, base remains $35,000
Remove interior stone wall finish on west corridor $30,000
Remove canopy at north side of City Hall/ Senior Center $27,000
Value Management Items Already Included
354
Site DD Estimate Notes
Reduction in site furnishings $95,000
CIP Seat walls $75,000 Central seat walls removed
Custom leaf fountain & trellis at splash feature $130,000
Library trash enclosure $23,000
Stone veneer at CH/Sr. Center trash enclosure $36,000
Remove one fire pit $10,000
Park Pavilion Building DD Estimate Notes
Roof system from standing seam to ballasted $80,000
Reduced square footage $247,000
Reduce western covered canopy $110,000
Remove window treatments $23,000
Current Total VM = $2,815,000 (Site $440K, Park Pavilion $460K CH/Sr. Center $1,915,000)
Value Management Items Already Included
355
Tentative Project Add Alternates / Not Included in Base Bid
#Add Alternates DD Estimate Base Bid Item
1.Terrazzo Floor Finish in Lobby $36,000 Tile floor as scheduled
2.Operable Partition in Classroom 146 $32,000 Full ht. metal stud wall
3.CH Energy Recovery Unit $176,000 No energy recovery unit
4.White Noise System in CH Offices $40,000 No white noise system
5.Room Scheduling System $40,000 No room scheduling system
6.Site Speaker Notification System $25,000 No site speaker/notification system
7.Site-wide City provided Wi-Fi $65,000 No exterior, site-wide Wi-Fi System
8.Site snow-melt between CH/Sr-Lib $255,000 No site snow melt in the base bid
9.Cast-in-place concrete seat walls $75,000 Provide conc. seat walls as indicated (edges)
10.Digital monument sign $60,000 Provide landscape/site work as indicated
Add Alternate Totals $894,000
*Site Snow-Melt System is 1st Priority Add Alternate
356
Additional Project Modifications
#Add Alternates DD Estimate Base Bid Item
1.Brick to Stone Exterior (can be bid as an
alternate)
$300,000 Brick exterior
2.Metal Interior & Exterior Railings to Glass $200,000 Metal railings
3.Glass office fronts $75,000 No energy recovery unit
Glass Railing Metal Railing 357
Insert Stone to Brick Examples
358
Insert Stone to Brick Examples
359
Insert Stone to Brick Examples
360
Insert Stone to Brick Examples
361
Insert Stone to Brick Examples
362
Insert Stone to Brick Examples
363
364
To reduce to $35.2 M
•Identify list of $500+/-worth of cuts
•Not park elements
•Reduce interior City Hall wood -$100,000
•Reduce FFE budget -$175,000
•Might reduce some furniture purchases or push to future needs
•On-site utility changes since DD within Bid Package 1 -$100,000+/-
•Right-size electrical service
•Utility efficiency
•With current contingencies in place we can manage budget of $35.2M with additional savings noted above
365
Bonding –Levy Projections
366
Levy Projections @ Current Rates
367
Levy Projections w/ Lower Interest Rates
368
Levy Projections w/ Lower Interest Rates
369
Bond Timeline
370
Key Dates
•Package 1 (20-30% of budget): Bid Opening on 2/29, award 3/11
•Package 2: March 25 release, Bid Opening on 4/18, award 5/13
•Construction begins: June 2024
371
Park Bathroom Building Only
•Bathrooms only
•$1M deduct to plan (estimated)
•800 square feet
•Will need additional time to design
•No Living Room or Outdoor Canopy
•Bid pack 3
Total project budget with no add-alts and scenario 2 cuts = $34.735M
372
Park Restroom Building Floor Plan
373
Background Information
374
Concept Plan Budget
375
How much is City Hall/Senior Center?
376
Current Costs
•$19,200,000 City Hall/Senior Center
•$2,175,000 Underground Parking
•$1,250,000 +/-Site Improvements for City Hall/Senior Center
•Total = within original $20-$24 million estimate
377
Current Costs
378
Schedule of Events for 2024 Bonding
General Obligation CIP Bonds
Date Item Scheduled City Council Meetings highlighted yellow
3/25/2024 Advertisement for Bid Package #2
4/18/2024 Bid Package #2 Opening
4/18/2024
Identify preliminary financing amount and repayment
structure for CIP Bonds for purposes of the public hearing
notice
4/22/2024 City Council calls for public hearing on adoption of 5-year
Capital Improvement Plan and bond issuance
4/23/2024
Draft Public Hearing notice submitted to Chanhassen
Villager for May 2, 2024 publication (publication at least 14
but no more than 28 days prior to public hearing)
5/13/2024 Council approves Bid Package #2 for Project
5/13/2024 Draft CIP Bonds public hearing document and Resolution
submitted for City Council agenda packets
5/20/2024
CIP Public Hearing; council to consider a resolution
adopting the 5-year CIP and providing preliminary
authorization to issue CIP bonds
5/21/2024 2024 Bonds General Certificate information request
submitted to City staff
6/3/2024
Project costs confirmed with City staff and finance plan
finalized (bonding amounts not to exceed City Council's
preliminary authorization)
6/13/2024 Draft Preliminary Official Statement (POS) circulated to City
staff and Bond Counsel for internal review
6/20/2024 30-day petition period closes
By 6/28/2024
Rating call to discuss 2024 Bonds and updated credit
analysis; Due Diligence call to review 2024 Bonds offering
documents
7/8/2024 2024 Bonds offering documents distributed to the
marketplace
7/15/2024 Draft Bond Award Resolution provided to City staff from
Bond Counsel for inclusion in City Council agenda packets
7/22/2024 2024 Bonds - bids received and presented to Council for
formal adoption of revised Bond Award Resolution
8/12/2024 2024 Bonds closing; funds wired to City account(s) for
project
379
TAX LEVY PROJECTION SCENARIOS
FROM DEC 2023 TNT MEETING 2024 Adopted 2025 Proj 2026 Proj 2027 Proj 2028 Proj
General Fund $11,851,000 $12,325,000 $12,818,000 $13,331,000 $13,864,000
Fleet & Equipment $658,000 $678,000 $678,000 $705,000 $733,000
Facilities $166,000 $171,000 $171,000 $178,000 $215,000
Pavement Mgmt Program Fund $982,000 $1,011,000 $831,000 $1,051,000 $1,093,000
Transportation Infrastructure Mgmt $232,000 $239,000 $239,000 $249,000 $259,000
PW Facility Debt Levy 566,000 127,000 369,000 451,000 497,000
New Civic Campus Debt Levy 972,023 1,613,273 2,010,806 2,003,041
TOTAL TAX LEVY $14,455,000 $15,523,023 $16,719,273 $17,975,806 $18,664,041
Percent Levy Increase 7.4%7.4%7.7%7.5%3.8%
WITH LOWER DS INTEREST RATE*2024 Adopted 2025 Proj 2026 Proj 2027 Proj 2028 Proj
General Fund $11,851,000 $12,325,000 $12,818,000 $13,331,000 $13,864,000
Fleet & Equipment $658,000 $678,000 $678,000 $705,000 $733,000
Facilities $166,000 $171,000 $171,000 $178,000 $215,000
Pavement Mgmt Program Fund $982,000 $1,011,000 $831,000 $1,051,000 $1,093,000
Transportation Infrastructure Mgmt $232,000 $239,000 $239,000 $249,000 $259,000
PW Facility Debt Levy 566,000 127,000 369,000 451,000 497,000
New Civic Campus Debt Levy 855,000 1,295,000 1,495,000 1,495,000
TOTAL TAX LEVY $14,455,000 $15,406,000 $16,401,000 $17,460,000 $18,156,000
Percent Levy Increase 7.4%6.6%6.5%6.5%4.0%
WITH LOWER DS INT RATE*/+$0.5 MILLION 2024 Adopted 2025 Proj 2026 Proj 2027 Proj 2028 Proj
General Fund $11,851,000 $12,325,000 $12,818,000 $13,331,000 $13,864,000
Fleet & Equipment $658,000 $678,000 $678,000 $705,000 $733,000
Facilities $166,000 $171,000 $171,000 $178,000 $215,000
Pavement Mgmt Program Fund $982,000 $1,011,000 $831,000 $1,051,000 $1,093,000
Transportation Infrastructure Mgmt $232,000 $239,000 $239,000 $249,000 $259,000
PW Facility Debt Levy 566,000 127,000 369,000 451,000 497,000
New Civic Campus Debt Levy 872,000 1,325,000 1,525,000 1,525,000
TOTAL TAX LEVY $14,455,000 $15,423,000 $16,431,000 $17,490,000 $18,186,000
Percent Levy Increase 7.4%6.7%6.5%6.4%4.0%
WITH LOWER DS INT RATE*/+$2.0 MILLION 2024 Adopted 2025 Proj 2026 Proj 2027 Proj 2028 Proj
General Fund $11,851,000 $12,325,000 $12,818,000 $13,331,000 $13,864,000
Fleet & Equipment $658,000 $678,000 $678,000 $705,000 $733,000
Facilities $166,000 $171,000 $171,000 $178,000 $215,000
Pavement Mgmt Program Fund $982,000 $1,011,000 $831,000 $1,051,000 $1,093,000
Transportation Infrastructure Mgmt $232,000 $239,000 $239,000 $249,000 $259,000
PW Facility Debt Levy 566,000 127,000 369,000 451,000 497,000
New Civic Campus Debt Levy 921,990 1,395,000 1,595,000 1,595,000
TOTAL TAX LEVY $14,455,000 $15,472,990 $16,501,000 $17,560,000 $18,256,000
Percent Levy Increase 7.4%7.0%6.6%6.4%4.0%
WITH LOWER DS INT RATE*/+PMP Add 2024 Adopted 2025 Proj 2026 Proj 2027 Proj 2028 Proj
General Fund $11,851,000 $12,325,000 $12,818,000 $13,331,000 $13,864,000
Fleet & Equipment $658,000 $678,000 $678,000 $705,000 $733,000
Facilities $166,000 $171,000 $171,000 $178,000 $215,000
Pavement Mgmt Program Fund $982,000 $1,011,000 $831,000 $1,051,000 $1,093,000
Addl Funds for PMP Fund $117,023 $318,273 $515,806 $508,041
Transportation Infrastructure Mgmt $232,000 $239,000 $239,000 $249,000 $259,000
PW Facility Debt Levy 566,000 127,000 369,000 451,000 497,000
New Civic Campus Debt Levy 855,000 1,295,000 1,495,000 1,495,000
TOTAL TAX LEVY $14,455,000 $15,523,023 $16,719,273 $17,975,806 $18,664,041
Percent Levy Increase 7.4%7.4%7.7%7.5%3.8%
*Based on BVAL® AAA Callable Municipal Rate Curve 2024-02-05
380
City Council Item
February 12, 2024
Item Lake Ann Lifeguard Discussion
File No.Item No: A.3
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Mitchell Czech, Recreation Supervisor
Reviewed By Jerry Ruegemer
SUGGESTED ACTION
Discussion
Motion Type N/A
Strategic
Priority Operational Excellence
SUMMARY
Since the 1970's, the city has contracted with Minnetonka Public Schools Aquatics Department to staff
lifeguards during the summer months at Lake Ann Beach. In October, Minnetonka Public Schools
informed staff that they were no longer able to provide lifeguard services and that our existing contract
was terminated. The termination of the contract was a result of inadequate professional liability through
Minnetonka Public Schools' insurance carrier. Minnetonka Aquatics has stated the district is not
pursuing additional coverage, so these services will not be available in future years.
BACKGROUND
With the termination of our current lifeguard contract, staff looked into numerous service options for
Lake Ann Beach moving forward. Potential contracted service agreements, in-house lifeguards, non-
lifeguard staff, and non-staffed beach scenarios were researched. While researching potential contracted
service agreements, the same issue regarding professional liability insurance proved to be an issue.
Staff was unable to find an outside organization that was interested in providing a contracted service
that was similar to our past agreement with Minnetonka Public Schools. After consulting with several
381
local cities and counties, staff developed four options of service for Lake Ann Beach with an
anticipated amount of expense for each.
Option #1: No staffed lifeguards or beach monitors
Total Expense: $2,000
Option #2: Beach Monitor on staff from 11:00 a.m. - 6:00 p.m.
Total Expense: $10,909.35
Option #3: Closed every Monday during the season and open one less hour per day (in-house staff,
open 62 days during the season from 12:00 p.m. - 6:00 p.m.)
Total Expense: $39,550.30
Option #4: Same service level as years prior (in-house staff, open 72 days during the season from
11:00 a.m. - 6:00 p.m.)
Total Expense: $47,323.71
DISCUSSION
This item was reviewed at the January 23, 2024, Park and Recreation Commission meeting. Discussion
centered around staff, safety, budget, and liability concerns. The city carries no additional liability if
beaches are left without staff as long as proper signage is in place. Currently, Lake Ann Beach remains
open outside of guarded hours, and Greenwood Shores Beach, Roundhouse Beach, and Carver Beach
are all unstaffed year-round. Since 2014, there have been three lifeguard water saves at Lake Ann.
Neighboring cities that removed lifeguard services noted a false sense of security when they formerly
had lifeguards on duty, and guardian vigilance increased when they were removed. With recent
shortfalls in staffing along with a nationwide lifeguard shortage, there is uncertainty the city would be
able to obtain enough staff to successfully execute an in-house lifeguard option. However,
commissioners expressed a desire to have some level of service at Lake Ann Beach which narrowed the
options down to Option 2 and Option 3.
Following the discussion, commissioners moved to recommend to the City Council to staff lifeguards
from Thursday to Sunday, which would be a modified Option 3. If this is not doable, proceed with
Option 2 with a beach monitor and updated signage. Staff estimates the cost of this modified Option 3
to be roughly $30,114.70.
BUDGET
RECOMMENDATION
ATTACHMENTS
Lake Ann Lifeguard Presentation
Lake Ann Lifeguard FlashVote Results
382
Lake Ann Lifeguard Expense Breakdown
Park & Rec Commission Discussion Summary
383
Lake Ann Lifeguards
City Council Work Session
February 12, 2024
384
Lake Ann Lifeguard Background
Contracted since early 1970's
Contract terminated October 3, 2023
Effective immediately
Result of inadequate professional liability coverage through Minnetonka
Public Schools insurance carrier
District not pursuing additional coverage
Services not an option in future years
2024 Lifeguard Services Budget: $40,000
385
Lake Ann Lifeguard Survey
December 6 - December 8, 2023
5 questions
466 responses l 65% participation rate
FlashVote is a tool that provides scientific survey results. The results of FlashVote surveys
can be extrapolated to the general population of Chanhassen within the margin of error.
386
Q1: In the last few years, about how often have you or your family visited the
Lake Ann Park swimming beach?
68.1% have visited at least once/summer
Q2: When have you typically visited the
Lake Ann Park swimming beach?
Peak time is 11am-6pm on weekdays &
weekends
387
Q3: If there were no lifeguards present at the Lake Ann Park swimming beach,
would that change whether you or your family go into the water?
73.6% would not have use impacted
17.1% would swim somewhat less often
4.3% would not swim
Q4: Which of the following are TRUE for you,
if any?
34.1%: lifeguards are not a necessity
25.7%: lifeguards are a necessity
Q5: Any other comments or suggestions about Lake Ann Park or having
lifeguards there?
88 of 466 answered Q5 (19%)
Top concerns: safety of others, curbing undesirable behaviors
388
Overview of Options
Option #1: No staffed lifeguards or beach monitor.
Option #2: Beach monitor on duty Monday-Sunday, 11:00am-6pm, June through mid-August.
Option #3: In-house lifeguards on duty Tuesday-Sunday, 12:00-6pm, June through mid-
August.
Option #4: In-house lifeguards on duty Monday-Sunday, 11:00am-6pm, June through mid-
August.
Contracted services were researched, but staff were unable to find a willing partner.
Inquiries were made to local cities that have in-house lifeguards in place, Lifetime
Fitness, and USA Management Lifeguard Services with no success. At this time, there are
no viable options for a contracted service.
389
Total Expense: $2,000
Option #1: No Staff
Considerations:
Increased beach & parking lot signage necessary
No additional liability with appropriate signage
“Warning - No lifeguard on duty”
“Children must not swim without an adult in attendance.”
Other cities trending towards unguarded beaches
Roughly $2,000 would be needed to provide required
signage to notify residents there are no lifeguards on duty.
No staffed lifeguards or beach monitor.
390
Examples
Chanhassen: Roundhouse Beach, Carver Beach, & Greenwood Shores Beach
Carver County: Lake Minnewashta & Lake Waconia
Bloomington: Bush Lake Beach
Formerly supplied in-house lifeguards, ended service in 2020
Formerly supplied customer service representative but have ended service
Prior Lake: Sandpoint Beach & Watzl’s Beach
Formerly supplied in-house lifeguards but have ended services
Sandpoint Beach ending facility attendant services in 2024
Burnsville: Crystal Beach
Concessions & watercraft rental operation
Three Rivers Park District
Anoka County
Formerly supplied in-house lifeguards at 3 beaches, ended services around 2010
391
Total Expense: $10,909.35
$119.89 per day
$17.13 per hour
$29,090.65 under 2024 budget
General supervision of the beach
Enforce safety policies (no glass, inflatables, pets in
beach area, etc.)
Answer questions from the public
Collect hourly beach attendance
Stationed with AED and throwable in event of emergency
Option #2: Beach Monitor
Considerations:
Change in beach service provided
Addresses concerns of limiting negative behavior
Other cities have implemented a similar position
Could be combined with concessions position
Monday-Sunday • 11am-6pm • June - mid-August.
Staffed 72 days.
392
Examples
Beaches with “beach monitor” or “facility attendant”:
Blaine: Lakeside Commons Park
Implemented in 2009 when beach facility opened
Position is classified as a “Park Attendant”
Staff rotate between parking, boathouse, beach, and concessions
Beach monitor has a life ring & AED
Fire department leads training for CPR, First Aid, & AED
Minnetonka is looking into the option if there is a staffing shortage
Bloomington & Prior Lake have had a similar position in the past but have recently
eliminated it
Both cities stated they didn’t feel it was worthwhile and the beach monitor didn’t
have enough to do to stay busy
393
Total Expense: $39,550.30
$471.78 per day
$67.40 per hour
$449.70 under 2024 budget
Creates a new seasonal full-time position for a Lifeguard
Coordinator
30 hours of hands-on lifeguarding per week
10 hours of administrative time per week
Duties include scheduling, training, beach
reports, staff performance reviews, etc.
Option #3: In-House Lifeguards
Considerations:
Change in beach service provided (fewer guarded days)
Provides desired service for the public
In-house lifeguards is a complex operation
Certifications, in-service hours, trainings, etc. are
mandatory
City has no Aquatics specialist currently on staff
Adds one full-time seasonal staff member
Pressure on current program offerings
Tuesday - Sunday • 12-6pm • June - mid-August
Staffed 62 days.
394
Total Expense: $47,323.71
$513.22 per day
$73.46 per hour
$7,323.71 over 2024 budget
Creates a new seasonal full-time position for a Lifeguard
Coordinator (included in total expense budget)
30 hours of hands-on lifeguarding per week
10 hours of administrative time per week
Duties include scheduling, training, beach
reports, staff performance reviews, etc.
Option #4: In-House Lifeguards
Considerations:
Maintains same level of beach service provided in past
Provides desired service for the public
Over budget (-$7,323.71)
In-house lifeguards is a complex operation
Certifications, in-service hours, trainings, etc. are
mandatory
City has no Aquatics specialist currently on staff
Adds one full-time seasonal staff member
Pressure on current program offerings
Monday - Sunday • 11am-6pm • June - mid-August
Staffed 72 days.
395
Examples
Beaches with lifeguards:
Minnetonka: Shady Oak Beach
Employ nearly 60 lifeguards
Charge gate fee for beach admittance
Beaches with no gate fee are not staffed
Largest challenge is staffing
Reduced hours in 2022 due to staffing shortage
Developing plans if they don’t have enough guards for future years
Eden Prairie: Round Lake & Lake Riley
Lifeguards are staffed in-house along with their indoor aquatic facility
Beaches are open to all for free
Have considered removing guards from Round Lake due to water quality issues in recent years
Chaska: Clayhole Swimming Beach
Lifeguards are staffed in-house along with their indoor aquatic facility
Ramsey County
Previously guarded 6 beaches and 1 waterpark, currently guard 1 beach and 1 waterpark
396
PRC Key Discussion Points
Discussion at the Jan. 23 Park & Recreation Commission meeting focused on Options 2 and a
Modified Option 3.
Option 2: Beach Monitor
Trend towards unguarded beaches1.
3 total lifeguard saves since 20142.
Increased guardian vigilance3.
Consistent beach schedule4.
Change in beach service provided1.
Increased guardian vigilance required2.
Guards provided during peak hours1.
Funds allocated in 2024 budget2.
Increased comfort level for parents3.
Less change in beach service provided4.
False sense of security1.
Staffing challenges & schedule inconsistency2.
Monday-Sunday l $10,909.35
Option 3: Modified In-House Lifeguards
Thursday-Sunday l $30,114.70*
*Based on Park & Rec Commission recommendation
397
Park & Rec Commission Recommendation
“The Park & Recreation Commission
recommends to the City Council to staff
lifeguards Thursday to Sunday, which would be
a modified Option 3. If this is not doable,
proceed with Option 2 with a beach monitor and
updated signage.”
398
Discussion & Questions
2024 Lifeguard Services Budget: $40,000
Option #1: No staffed lifeguards or beach monitor.
Estimated Expense: $2,000.00
Option #2: Beach monitor on duty Monday-Sunday, 11am-6pm, June through mid-August.
Estimated Expense: $10,909.35
Modified Option #3: In-house lifeguards on duty Thursday-Sunday, 12-6pm, June through
mid-August.
Estimated Expense: $30,114.70
Option #4: In-house lifeguards on duty Monday-Sunday, 11am-6pm, June through mid-
August.
Estimated Expense: $47,323.71
399
Survey Results: Lake Ann Park
Survey Info - This survey was sent on behalf of City of Chanhassen to the FlashVote community for Chanhassen, MN.
These FlashVote results are shared with local officials
466
Total
Participants
454 of 696 initially invited (65%)
12 others
Margin of error: ± 5%
Applied Filter:
Locals only
Participants for
filter:
418
Started:
Dec 6, 2023 11:06am CST
Ended:
Dec 8, 2023 11:07am CST
Target Participants:
All Chanhassen
Q1 In the last few years, about how often have you or your family visited the Lake Ann Park
swimming beach?
(418 responses by )
Q2 When have you typically visited Lake Ann Park swimming beach? (You can choose up to
THREE, if any)
(270 responses by )
Respo nse Time (hours)
1 3 5 7 9 1113151719212325272931333537394143454749
Locals
0 %20 %4 0%6 0 %
H aven’t visited it
O nce to four times a
summer
Five times or more a
summer
N ot Sure
3 0.9%
50 .2 %
17 .9 %
1.0%
Percent
Options Locals (418)
Haven’t visited it 30.9% (129)
Once to four times a summer 50.2% (210)
Five times or more a summer 17.9% (75)
Not Sure 1.0% (4)
Options Locals (270)
Weekdays in the morning (before 11am)11.5% (31)
Weekdays during the day (11am-6pm)48.1% (130)
Weekdays in the evening (after 6pm)29.6% (80)
Weekends in the morning (before 11am)14.8% (40)
Weekends during the day (11am-6pm)51.9% (140)
Weekends in the evening (after 6pm)10.7% (29)
Other:6.3% (17)
400
None
We visit Lake Ann Park many times a month, but not to swim.
Do not visit the beach
Don't visit the swimming beach
Really can't remember the times, we just swing in as we have a bit of time, to take a walk.
I've lived in Chan for 25 years, I have never gone to the Lake Ann Park swimming beach.
Varies
random
varies
Do not use
Have never been to the beach.
None
Never
don't visit the beach, spend almost all the time at the ballfields or park when kids were young
No specific time
Do not visit the beach area
Locals
0 %20%4 0 %6 0%
Weekdays in the morning
(before 11am)
Weekdays during the day
(11am-6pm)
Weekdays in the evening
(after 6pm)
Weekends in the morning
(before 11am)
Weekends during the day
(11am-6pm)
Weekends in the evening
(after 6pm)
O ther:
1 1.5 %
4 8.1 %
29 .6 %
1 4.8 %
51 .9 %
10 .7%
6.3%
Percent
beachvisit
time
park
never
swim
use
lake ann
varies
spend
almostballfields
kids youngarea
fourth
july
livedchan
25
years
gone
specific
really
remember
swing
bit
take
walk month
random
401
Fourth of july
Q3 If there were no lifeguards present at the Lake Ann Park swimming beach, would that
change whether you or your family go in the water?
(280 responses by )
Q4 Which of the following are TRUE for you, if any? (Choose all that apply, if any)
(378 responses by )
Locals
0 %2 0%40%60%
Don't go in the water
anyway, so no...
N o, we would still go in the
same amount
Yes, might go in somewhat
less often
Yes, would not go in without
a...
N ot Sure
1 0 .4 %
63 .2 %
17 .1%
4 .3 %
5 .0%
Percent
Options Locals (280)
Don't go in the water anyway, so no difference 10.4% (29)
No, we would still go in the same amount 63.2% (177)
Yes, might go in somewhat less often 17.1% (48)
Yes, would not go in without a lifeguard there 4.3% (12)
Not Sure 5.0% (14)
Options Locals (378)
I wouldn’t go in the water without lifeguards on duty 8.2% (31)
I would go in the water without lifeguards on duty 60.3% (228)
I would be concerned about others going in without lifeguards on duty 45.2% (171)
I wouldn’t be concerned about others going in without lifeguards on duty 18.8% (71)
I wouldn’t use the amenities on land there (beach, watercraft rentals, playground, picnic tables)
without lifeguards on duty 5.8% (22)
I would use the amenities on land there (beach, waterfcraft rentals, playground, picnic tables)
without lifeguards on duty 59.0% (223)
It would be ok to not have lifeguards at the beach 34.1% (129)
It would not be ok to not have lifeguards at the beach 25.7% (97)
I think:11.4% (43)
402
I'd paddle on the water w/o lifeguards but as an EMT I want lifeguards on duty as much as possible
Peak times in the summer should have a lifeguard.
I'm OK with no lifeguards if it means keeping access to the beach and amenities.
There should be lifeguards at the beach during core days/times. What does Minnewashta Park do?
We need lifeguards!,
They should at least have lifeguards during the lake ann camp since there is an increase of kids.
Lifeguards deter people from doing potentially dangerous activities.
I feel lifeguards also help curb bad behavior. Inflateables go in the water when they leave.
It would be a tragedy for the community if Lake Ann was associated with a fatal drowning.
When I had little kids I really felt safer with guards on duty.
Lifeguards are important
I don't have an opinion about beach safety at Lake Anne with or without lifeguards.
as long as there is a sign reminding people they are swimming at their own risk, i think it's fine.
Lifefuards help to keep order at the beach, they are a presents of authority.
Locals
0 %20 %4 0%6 0 %
I wouldn’t go in the water
without...
I would go in the water
without...
I would be concerned about
others...
I wouldn’t be concerned
about others...
I wouldn’t use the amenities
on land...
I would use the amenities on
land...
It would be ok to not have
lifeguards...
It would not be ok to not
have...
I think:
8 .2 %
60 .3 %
4 5 .2 %
1 8.8%
5 .8 %
59.0%
3 4 .1 %
25.7%
1 1.4%
Percent
lifeguardkidsbeachwater
peopledutywithout
importantlake swim
need
youngguard
ann day times
ok
safety
life
drowned
go think
allowchildren
want
use
inflatable
like
adult
prefer
good
past
help
bad behavior
community
care
residentshours
keep
post
threecanoe
risk
sign
make
teen
protect
family
year
403
There should be lifeguards at some set times, especially on the weekend.
I would go in the water but only waist deep, would not go further or allow children any further
We should be a community that cares about the welfare of its residents
I would be unlikely to allow my teenagers to swim without me there if no lifeguards on duty.
From what I remember its not in very good condition
It's a bad idea if we care about residents and visitors. Too many drownings
If my kids were younger I would definitely want a lifeguard on duty
Have never been to the beach.
If my kids were young I would not take them without lifeguards, but ok as adults
As an adult I would be ok without lifeguards but I would prefer to bring my kids to a place with ki
For the safety if young kids, a life guard is important.
I’d still like the presence of security walk the
There are a lot of older kids that may want to use the beach equipment that having a lifeguard thee
Limited lifeguards on duty with the schedule well posted.
The lifeguards provide an extra level of protection.
watercraft shld require a waiver of liability b/c they are used far away from lifeguard
Must post clear signs stating no lifeguards on the beach....
Would there be some type of supervision? I'm thinking behaviors of teens
Have not several people drowned in Lake Ann over the past years? That lake has a sketchy history.
Lifeguards are needed when water craft rentals are available
People can decide their risk and act accordingly. Having one makes it simpler for young families.
Life Guards are important
My son was a lifeguard at LA Beach and saved three kids that fell out of their canoe. Its a good id
Past encounters with lifeguards with my small children had not been pleasant. I would not miss them
Just hire another lifeguard for longer hours and thru Labor Day.
Too many kids are there in groups of friends without parents and lifeguards would be important
I think there should be lifeguards, though it doesn’t hamper my personal intent to swim
Add an inflatable course like shady oak!
I wouldn't go in the water due to the quality of the water
Q5 Any other comments or suggestions about Lake Ann Park or having lifeguards there?
(88 responses by )
404
There should be lifeguards if there is swimmmig
For the majority of families in and around Chanhassen, I'm guessing lifeguards would be a big plus. I am widowed, 67, and
only visit Lake Ann when family is in town which is infrequent.
Great if you can get them, if not, people should be responsible for themselves and their kids.
Safety should always be a top priority and lifeguards save lives.
With the amount of families and kids who use the beach, it would feel unsafe to not have life guards
You should not restrict use of the beach/park if lifeguards are absent.
Prefer lifeguards as precaution for water situations, but also to help maintain a “supervisor” presence.
Beyond swimming…we LOVE this park! So well-kept, great for paddle sports, walking on trails or in woods!
Is there some now?
My children learned to swim with floaties on their arms, and using small blown up rings. They learned at Minnewashta Beach
before there were lifeguards there. It was more fun than not being able to use the floaties.
While our family visits and utilizes Lake Ann without lifeguards it makes sense generally to have lifeguards during peak times
with lots of smaller kids present. Noon to six. I think this covers a lot of people and when there are lots of folks that’s when
things are more likely to happen. Rental craft is not as important re lifeguards. I don’t feel I’m being watched and so the
lifeguards are unlikely to notice trouble to call it in.
My kids can barely swim, so we would never allow them in the water without us. But when we are there with them, we rarely
put ourselves in a dangerous position.
The geese have ruined that swim area
I am fine with not having lifeguards at Lake Ann. Just post that no lifeguards are on duty.
When my children were small, it would have been important to me to have lifeguards on duty.
Lifeguards provide for a safer experience. However, it is the parents' primary responsibility to monitor their children or
grandchildren (in my case). They also enforce park regulations to make the park experience safe and pleasant for all peole.
Can we change the name of the park to "Prince Park at Lake Ann"??????
If you're making budget cuts, do it elsewhere. Public safety is important.
For myself, I don't care. But for families with young children, and groups (,I go there with a large group), it is very helpful.
I prefer life guards but would still use the area if none present.
We need lifeguards. Please encourage our Chanhassen boys and girls swim team to get their lifeguard and WSI certification. It
is a wonderful summer job that needs good strong swimmers that enjoy the water, the outdoors and children Too many
parents or other”responsible “ adults do not watch their children at all while they are at Lake Ann. They sit on the beach chat
with companions, sit on their phones or otherwise not pay attention to the children in the water who may or may not be able
lifeguardbeach
lakeusekids
thinkpark
children family
people ann need
without
swim
parent
duty
youngguard
safetylife
important
also
water
go
great
chanhassen
safe
cut
feel
area
goodsummersee
help
visit
city
swimmers
love
small
adult
like
lot
put nice
public
necessary
keep
405
to swim. Likewise, we want to be able to enjoy the beach without feeling like we should watch out for other people’s children.
Chanhassen has a lovely park. We should be putting the splash pad here and not in the city hall area. Our park is a treasure
for young and old alike.
It show's Chanhassen cares.
They are needed during lake ann camp to give parents comfort in sending their children.
Lake Ann needs lifeguards. It shouldn't even be questioned.
I don't use the beach now but will soon as my grandchild gets older. The beach must have a lifeguard or security officer
because there are always people who are unresponsible or disrespectful of others.
Get rid of the mulch in the playground area It gets dragged over to the beach
With so many families with small children swimming it would not be a safe environment if there were no life guards.
With the increase in kayaking and paddleboarding, and decrease in boat use, there arent enough spots by the boat launch for
regular vehicles and too many reserved for trailers.
There should be lifeguards on duty when there are children in the water.
We use the trails around the lake also that are accessible.
Chanhassen is fortunate to have a number of beautiful parks with nice public amenities. I think supervision is necessary for
public safety and the protection of our public property.
Lifeguard presence could have positive impact on behavior, but it would be hard to measure
Get rid of the lifeguards at lake Ann and move them to the city pool…oh wait, Chanhassen refuses to have one of those
Overall, Lake Ann is a great facility.
Wishing rentals were open later in the summer months- closes at 6pm and I like to rent paddleboards, but often only get 45
mins.
I think it’s great that Chanhassen has a beach that has lifeguards on duty for those families who are not secure swimmers.
Too many "safety breaks", and they are too long. We have cut our visit short there because of them, or decided on a different
beach altogether.
Why would you not have lifeguards at a public beach? Not only a liability issue but it provides summer jobs. Cost? I’m sure
the city could cut back somewhere and find the funds. Families deserve a safe breach.
I think it is critically important to have lifeguards at Lake Ann Park beach.
I would not be in favor of a public beach without a lifeguard present.
I think lifeguards are very important when young children are swimming.
It is nice to have because they enforce rules if there are unsupervised teens, sometimes summer groups (camps) with kids
use it and good to have extra eyes on everything. It is nice to have someone there during busy times, but isn't necessary
during slow times.
No lifeguards are needed. Parents should parent.
Nope
I'd definitely prefer lifeguards for Lake Ann Park on the weekend. Especially with having younger kids that aren't fully capable
swimmers yet. If lifeguards need to be cut during the week days, I would be okay with it.
Lifeguards are needed on afternoons/early evenings.
Lifeguards are necessary to protect against unsafe or undesired (rowdy, unruly) behavior. My family and I are comfortable
using without but I think it's worth the cost to have it staffed with a lifeguard. At minimum, it should be the same level of
oversight as other smaller nearby lakes (which have lifeguards), else it would devolve.
Good survey
My children are older and good swimmers. I would feel differently if they were younger, but lifeguards are a good safety
measure and would be better for all people at the beach.
I can’t even imagine why you are asking this. This is a popular park/lake with lots of little kids. I think the lifeguards are
absolutely needed. I am an adult and I mostly SUP at the lake so I’m not concerned about myself but I am worried about the
kids in the community. Do NOT remove the lifeguards.
I think because of the large amount of families with young children swimming in Lake Ann, Lifeguards are important. They
help not only with safety, but people following rules and behaving.
406
No
Why take away lifeguards? Can we not afford to employ 17-18 year olds for 3 months? There are too many deaths at nearby
lakes from people who can't swim. Bad idea for residents and visitors to Chanhassen.
I would like to see progress on building out the walking trails in the woods which will be of great benefit to residents
I think there should be paid lifeguards at Lake Ann. Too many people over estimate their swimming abilities and too many
parents do not accompany their children in to the water, no matter how shallow..
Please think of ways to keep the parking lots safer from theft. The parking lots are not at all visible from the playground or
beach.
We love Lake Ann. We rent canoes and Kayaks and will go to the beach. My kids are grown now but when they were young I
would have wanted there to be lifeguards. Or if they were going with friends I would not want to have them go without
lifeguards
Although it's challenging to find and finance life guards it's the safest way to protect swimmers as well as those using the
other water activities.
I see parents that are distracted by their phones or in conversations with their friends. I think having a life guard on duty
would help keep the littles safe.
We are ok without, but it is a nice employment opportunity for young people
I love sitting in my car and gazing at the lake while I sip coffee.
I think that having lifeguards on duty is generally better, but I don't see it as a deal breaker. I don't have kids though, and I
would think that parent's opinions matter more here.
It is a great service to our community to have a beach, lifeguard and concessions in our local park!
Because Chan has so many young family's, it would a really good idea to have a lifeguard on duty during peak usage.
For youth who go the beach in summer (biking, running, etc) I would hope there would be lifeguards! I wouldn't let me small
children (in years to come) go to the beach without and adult if there were no lifeguards.
Finish the trail around the lake!
Geese poop is out of control and is a deterrent to one of my kids wanting to go into the beach. How do we clean up/control
better?
I am fine with my family. I would be concerned for others without parental supervision getting in a situation that puts the
community responsible for trying to help
I'm ok without lifeguards, but young families with kids should have them. They can't cost very much to have. Cut $ elsewhere
and have lifeguards.
I like there being some type of supervision. Without supervision, I see it turning into a big party and people not taking care of
the space (trash, disrespectful language/behaviors, etc...)
Lifeguards are important for this beach.
My opinion is that I would rather not have the lifeguards at the beach. As a parent, I'm monitoring my children already so it's
not needed.
Lifeguards are important for any swimming beach or pool.
Although I have the beach by the Round House Park to visit, I feel if you put a life guard at one park beach, will you do that
for all the beaches? Also it might be hard to staff! Would this also put liability on the City if something happens with a life
guard on duty? If there was a life guard provided previously, and the beach is well used, I could support continuing the
service.
I think it's a great community resource with lifeguards.
Economically, I would not open the concessions unless there were athletic events it would draw people to those concessions. I
would also consider soliciting vendors to operate concessions contiguous to the athletic fields. The size and application of the
existing facilities may not be economically sound. The winter months draw a bigger crowd. Maybe would be a good idea just
to keep it open during the winter. Leave the smaller concession opportunities for athletics to local vendors.
Another time, a raccoon got on the beach, and was scaring the mothers and kids. Everyone was running. My son was able to
deter and finally remove. Everyone on the beach clapped for him and the other guard.
Yeah, stop cutting corners, or even considering it. What you are asking is if as a society, we're willing to die by 1000 cuts,
while the billionnaire next door hires private lifeguards for their children.
Is there a reason not to have Lifeguards?
407
I believe lifeguards are essential, though posted shorter hours maybe acceptable to the general residents. Especially with all
the families that use or may consider using Lake Anne Park, that have young children or grandchildren we should offer
lifeguards.
Have heard from Friends about hardcore illegal drugs being sold and used by teenagers at this park. Was told not to let my
kids go to this park alone.
They need lifeguards. There are too many little kids running around to not the have safety of lifeguards
Assuming accurate activity logs have been kept to report incidents over recent years, I would suggest making a data driven
decision. If the amount of incidents resulting in a positive outcome due to the intervention of a lifeguard are high, there
should be strong consideration for a replacement. If not, we can probably go without them. Plenty of other TC swimming
lakes/beaches don't have them.
I am an infrequent visitor, more often visiting the beach in the fall/spring as part of a hike. I think lifeguards create a sense of
community and safety and contribute to the beach being accessible to a wider range of people. It is inclusive.
The city should have Lifeguards on Duty..
I think it is up to the adults to watch their kids. If there are kids there without adult supervision then it is their responsibility to
stay safe. I do however think that the beach needs a staff member there for in case of any unexpected emergencies or
questions people have.
You absoutely need lifeguards there. Most similar set ups in the area (Eden prairie, Chaska) have them. I know it's really hard
to find help, but I've noticed we have a lot of new to swimming people moving to this area. It's a risk.
As long as the swimming area is designated by buoys or ropes, it would be fine. We use Lake Minnewashta beach, usually
before or after the life guards are on duty. Never a problem.
Additional survey reports
(c) Copyright 2013-2023 Governance Sciences Group, Inc., Patent pending
408
Option #1: No Staffed Lifeguards or Beach Monitor
With no lifeguards or staff on duty, signage would need to be increased throughout the parking lot
and beach area to make visitors aware. Staff estimates this cost to be at roughly $2,000.
Option #2: Beach Monitor on staff from
11:00 a.m. - 6:00 p.m.
Lake Ann Lifeguard
Expense Breakdown
409
Option #3: Closed every Monday during the
season and open one less hour per day
410
Option #4: Same service level as years prior
411
Summary
The discussion lasted approximately one hour, and focused on Option 2 (Beach Monitor) and Option 3 (In-
House Lifeguards, Tuesday-Sunday).
Initially, three Commissioners preferred Option 2 and five Commissioners preferred Option 3. Commissioners
preferring Option 2 referenced the trend towards unguarded beaches, successful transitions to unguarded
beaches by other cities, increased levels of guardian vigilance, and consistency in hours/service provided in
light of current lifeguard shortages. Commissioners preferring Option 3 referenced the desirability of
lifeguard services for parents of small children, an increased level of safety at the beach, and that funds are
already allocated in the 2024 budget.
At the end of the discussion, a motion was proposed to recommend the City Council staff lifeguards
Thursday to Sunday, which would be a modified Option 3. If this is not doable (i.e. staffing cannot be
secured), proceed with Option 2 with a beach monitor and updated signage.
By Commissioner
Jan. 23 Park & Recreation Commission
Lake Ann Lifeguard Discussion
Commissioner shared that as a parent of small children, they lean towards Option 3, but understand
current staffing challenges. Commissioner would like to have Option 2 as a backup plan if Option 3 is
not feasible.
Commissioner shared they prefer Option 1. They feel most guardians are attentive and could jump in to
help if needed, and other cities are trending towards unguarded beaches. Commissioner asked where
surplus funds would go if Options 1 or 2 were pursued.
Commissioner shared that because there is budget for this, they would like to pursue Option 3 or
Option 4.
Commissioner wondered if parents and guardians would be more attentive if lifeguards were not on
duty. They would like to try to staff Option 3, to provide a service to the community.
Commissioner would like to pursue Option 3, noting that Chanhassen residents place value on safety.
Commissioner shared they would like to pursue Option 1, referencing the trend towards unguarded
beaches and success of other cities that have made the transition. Commissioner shared the city
should not commit to Option 3 and have to modify guarded hours midway through the season due to
staffing shortages.
Commissioner would like to pursue Option 3, and asked what the drop-dead date might be to default to
Option 1 if staff could not be secured.
Commissioner wants to pursue Option 2, based on interactions they’ve had with the lifeguards
previously at Lake Ann Beach.
412
City Council Item
February 12, 2024
Item Future Work Session Schedule
File No.Item No: A.4
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Kim Meuwissen, City Clerk
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
The City Council is tentatively scheduled to hold the following work sessions:
February 26, 2024
Commission Interviews
82nd Street Design Team Presentation
March 11, 2024
Commission Interviews
Discuss Commission Appointments
Downtown Design Guidelines and Wayfinding Plan Review
March 18, 2024
City Council Roundtable
City Manager Performance Review (Closed Session)
413
April 8, 2024
Downtown Design Guidelines Draft Plan Review
Pending items:
Road Funding Discussion
Broadband Service
SAC Policy
Audit Presentation (May 13 or 20)
BACKGROUND
Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting
agenda is published. Work sessions are typically held at 5:30 pm in conjunction with the regular City
Council meeting, but may be scheduled for other times as needed.
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
414
City Council Item
February 12, 2024
Item Approve Economic Development Authority Meeting Minutes dated September
25, 2023
File No.Item No: B.1
Agenda Section 7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING
Prepared By Amy Weidman, Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen Economic Development Authority approves the meeting minutes dated September
25, 2023."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
415
ATTACHMENTS
Economic Development Authority Meeting Minutes dated September 25, 2023
416
CHANHASSEN CITY COUNCIL
ECONOMIC DEVELOPMENT AUTHORITY MEETING
MINUTES
SEPTEMBER 25, 2023
Mayor Ryan called the meeting to order at 7:00 p.m.
COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilwoman Schubert, Councilman von
Oven, Councilman McDonald, and Councilman Kimber.
COUNCIL MEMBERS ABSENT: None.
STAFF PRESENT: Laurie Hokkanen, City Manager, and Samantha DiMaggio, Economic
Development Manager.
PUBLIC PRESENT: None.
1. Approve Economic Development Authority Meeting Minutes dated March 13, 2023
Councilman von Oven motioned, Councilman McDonald seconded that the Economic
Development Authority approve the Economic Development Authority Meeting Minutes
dated March 13, 2023. All voted in favor, and the motion carried unanimously with a vote
of 5 to 0.
2. Public Hearing: Adopt Business Subsidy Policy
Samantha DiMaggio, Economic Development Manager, discussed the history of business
subsidies. Ms. DiMaggio shared there have been many economic changes, which prompted the
amendment of the business subsidy policy. She shared the different types of business subsidies
that can be provided by the city or a deed. A business subsidy must have a public purpose and a
specific wage floor. Ms. DiMaggio shared the updated proposal, which recommended that to
receive a business subsidy from the city, the employer must provide 33 percent of the full-time
equivalent jobs with a wage that meets 200% of the minimum wage. Ms. DiMaggio also shared
the requirements for the application process and business subsidy definitions.
Councilman von Oven asked how they settled on the wage and employment formula. Ms.
DiMaggio stated they worked with the state to look at the wages being paid in the county. They
also looked at other county formulas, such as Carver County.
Mayor Ryan asked what the goal was in setting the minimum wage requirements. Ms. DiMaggio
shared there are options to consider the formula as a guide when awarding a business subsidy.
Mayor Ryan stated there has been Tax Increment Financing related to housing. She asked if the
business subsidy was applicable in this scenario. Ms. DiMaggio stated it is separate from the
business subsidy, but the laws might have some overlap.
417
Economic Development Authority Minutes – September 25, 2023
2
Mayor Ryan thanked Ms. DiMaggio for sharing the updated information.
Mayor Ryan opened the public hearing and invited the public to come forward and state
their name and address for the record and then address the Council.
There being no public comment, Mayor Ryan closed the public hearing.
Councilman Kimber moved, Councilman von Oven seconded that the Economic
Development Authority adopt the Business Subsidy Policy dated September 25, 2023. All
voted in favor, and the motion carried unanimously with a vote of 5 to 0.
ADJOURNMENT
Councilman McDonald moved, Councilwoman Schubert seconded to adjourn the meeting.
All voted in favor, and the motion carried unanimously with a vote of 5 to 0. The Economic
Development Authority meeting was adjourned at 7:17 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Kim Meuwissen
City Clerk
418
City Council Item
February 12, 2024
Item Approve Release of Contract for Private Development for Tax Increment
Financing District #4, National Lodging Companies, Inc.
File No.Item No: B.2
Agenda Section 7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING
Prepared By Sam DiMaggio, Economic Development Manager
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
“The Economic Development Authority Approves the Release of Contract for Private Development
Agreement for Tax Increment Financing District #4, National Lodging Companies, Inc."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The Chanhassen Economic Development Authority (EDA) entered into a contract for Private
Development on June 2, 1995. This agreement was part of the establishment of Tax Increment Finance
(TIF) District #4. As part of this agreement, the redeveloper, National Lodging Companies, Inc. agreed
to create a hotel expansion within TIF District #4.
BACKGROUND
A Contract for Private Development Agreement was recorded against the subject property (Lot 2, Block
1, Bloomberg Second Addition). Execution of the attached document will release the EDA document
and no longer affect the property. The city attorney has prepared the attached development contract
release and recommends its adoption.
DISCUSSION
419
BUDGET
RECOMMENDATION
Staff recommends that the Chanhassen Economic Development Authority approve the Release of
Contract for Private Development for Tax Increment Financing District #4, National Lodging
Companies, Inc.
ATTACHMENTS
1995 Contract for Private Redevelopment
Release of Contract for Private Development with National Lodging Companies
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
1
229642v1
(reserved for recording information)
RELEASE OF
CONTRACT FOR PRIVATE DEVELOPMENT
RELEASE OF CONTRACT FOR PRIVATE DEVELOPMENT granted this _____
day of __________________, 2024, by the HOUSING AND REDEVELOPMENT
AUTHORITY IN AND FOR THE CITY OF CHANHASSEN, a Minnesota public body
corporate and politic under the laws of the State of Minnesota ("HRA") now established as the
CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY, a public body corporate and
politic and a political subdivision of the State of Minnesota. (“EDA”) pursuant to Resolution No. 97-
29recorded on November 9, 2022, as Document No. A754333,in the Office of the County Recorder,
Carver County, Minnesota.
WHEREAS, the HRAand National Lodging Companies, INC, a Minnesota corporation,
have entered into a Contract for Private Redevelopment dated June 2, 1995 and recorded June 6,
1995 as Carver County Document No. 180977 (“Contract”); and
WHEREAS, by Resolution 97-29, adopted April 28, 1997, the City of Chanhassen created
an Economic Development Authority (“EDA”) and transferred to the EDA all activities, programs,
operations, property, and authority of the HRA; and
WHEREAS, the EDA, has been requested to release and discharge the property legally
described on Exhibit A (“Property”) from the Contract; and
WHEREAS, all requirements of the Contract have been met as to the Property and there
is no longer a need to have the Contract recorded against the Property;
NOW THEREFORE,be it resolved by the Chanhassen Economic Development
Authority:
The Property is released and discharged from the Contract.
DATED this ______ day of ____________, 2024.
[Remainder of the page is intentionally left blank.
Signature page is to follow.]
451
2
229642v1
CHANHASSEN ECONOMIC
DEVELOPMENT AUTHORITY
By ___________________________________
Elise Ryan, President
And __________________________________
Laurie Hokkanen, Executive Director
STATE OF MINNESOTA )
)ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this _______ day of
__________________, 2024, by Elise Ryan and by Laurie Hokkanen, respectively the President
and Executive Director of the Chanhassen Economic Development Authority, a public body
corporate and politic under the laws of Minnesota, on behalf of the entity.
____________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center 1
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/mew
452
3
229642v1
EXHIBIT A
Redevelopment Property Legal Description:
Lot 2, Block 1, Bloomberg 2nd Addition, except the West 90.00 feet of the South 13.50 feet
thereof; and except the East 60.00 feet of the West 150.00 feet of the South 3. 50 feet thereof;
Carver County, Minnesota.
453
City Council Item
February 12, 2024
Item Approve Release of Contract for Private Development for Tax Increment
Financing District #4, Bloomberg Companies Incorporated
File No.Item No: B.3
Agenda Section 7:00 P.M. - ECONOMIC DEVELOPMENT AUTHORITY MEETING
Prepared By Sam DiMaggio, Economic Development Manager
Reviewed By
SUGGESTED ACTION
“The Economic Development Authority Approves the Release of Contract for Private Development
Agreement for Tax Increment Financing District #4, Bloomberg Companies Incorporated.”
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The Chanhassen Economic Development Authority (EDA) entered into a contract for Private
Development on November 14, 1996. This agreement allowed for funds from Tax Increment Finance
(TIF) District #4 to be refunded to the redeveloper, Bloomberg Companies Incorporated.
BACKGROUND
A Contract for Private Development Agreement was recorded against the subject property (Lot 1, Block
1, Bloomberg 2nd Addition). Execution of the attached document will release the EDA document and
no longer affect the property. The city attorney has prepared the attached development contract release
and recommends its adoption.
DISCUSSION
454
BUDGET
RECOMMENDATION
Staff recommends the Chanhassen Economic Development Authority approve the Release of Contract
for Private Development Agreement Tax Increment Financing District #4, Bloomberg Companies
Incorporated.
ATTACHMENTS
1996 Contract for Private Redevelopment
Release of Contract for Private Development with Bloomberg Companies
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
1
229643v1
(reserved for recording information)
RELEASE OF
CONTRACT FOR PRIVATE DEVELOPMENT
RELEASE OF CONTRACT FOR PRIVATE DEVELOPMENT granted this _____
day of __________________, 2024, by the HOUSING AND REDEVELOPMENT
AUTHORITY IN AND FOR THE CITY OF CHANHASSEN, a Minnesota public body
corporate and politic under the laws of the State of Minnesota ("HRA") now established as the
CHANHASSEN ECONOMIC DEVELOPMENT AUTHORITY, a public body corporate and
politic and a political subdivision of the State of Minnesota. (“EDA”) pursuant to Resolution No. 97-
29 recorded on November 9, 2022, as Document No. A754333,in the Office of the County Recorder,
Carver County, Minnesota.
WHEREAS, the HRA and Bloomberg Companies Incorporated, a Minnesota
corporation, have entered into a Contract for Private Redevelopment dated November 14, 1996and
recorded September 6, 1997 as Carver County Document No. 216276 (“Contract”); and
WHEREAS, by Resolution 97-29, adopted April 28, 1997, the City of Chanhassen created
an Economic Development Authority (“EDA”) and transferred to the EDA all activities, programs,
operations, property, and authority of the HRA; and
WHEREAS, the EDA, has been requested to release and discharge the property legally
described on Exhibit A (“Property”) from the Contract; and
WHEREAS, all requirements of the Contract have been met as to the Property and there
is no longer a need to have the Contract recorded against the Property;
NOW THEREFORE,be it resolved by the Chanhassen Economic Development
Authority:
The Property is released and discharged from the Contract.
DATED this ______ day of ____________, 2024.
[Remainder of the page is intentionally left blank.
Signature page is to follow.]
490
2
229643v1
CHANHASSEN ECONOMIC
DEVELOPMENT AUTHORITY
By ___________________________________
Elise Ryan, President
And __________________________________
Laurie Hokkanen, Executive Director
STATE OF MINNESOTA )
)ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this _______ day of
__________________, 2024, by Elise Ryan and by Laurie Hokkanen, respectively the President
and Executive Director of the Chanhassen Economic Development Authority, a public body
corporate and politic under the laws of Minnesota, on behalf of the entity.
____________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center 1
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/mew
491
3
229643v1
EXHIBIT A
Redevelopment Property Legal Description:
Lot 1, Block 1, Bloomberg 2nd Addition, Carver County, Minnesota
492
City Council Item
February 12, 2024
Item Approve Special City Council Work Session Minutes dated February 5, 2024
File No.Item No: E.1
Agenda Section CONSENT AGENDA
Prepared By Kim Meuwissen, City Clerk
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the Special City Council work session minutes dated
February 5, 2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
493
February 5, 2024 City Council Special Work Session Minutes
494
CHANHASSEN CITY COUNCIL
SPECIAL MEETING – WORK SESSION
MINUTES
FEBRUARY 12, 2024
Mayor Ryan called the work session to order at 7:00 p.m.
COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman
Schubert, and Councilman Kimber.
COUNCIL MEMBERS ABSENT:Councilman von Oven.
STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager;
Charlie Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Jerry
Ruegemer, Park and Recreation Director; Kelly Grinnell, Finance Director; and Kim Meuwissen,
City Clerk.
PUBLIC PRESENT:
Dan Kjellberg, Kraus-Anderson
Bryan Harjes, HKGi
Paul Michell, BKV Group (via Teams)
Mike Healy, BKV Group (via Teams)
Debbie Lloyd, 7302 Laredo Drive
Janet Paulson, 7305 Laredo Drive
Linda Norderhaug, 7603 Frontier Trail
CIVIC CAMPUS DISCUSSION
Bryan Harjes from HKGi reviewed the agenda and began the presentation with a summary of the
project needs and goals. The needs focused on the facility study results of the existing city hall
and the cost to renovate versus building new, projected growth, and following the guiding
principles of the 2017 Downtown Vision Plan. The goals included creating a destination civic
and park space, supporting a vibrant downtown, providing year-round activities, and offering
multi-generational amenities.
Mr. Harjes reviewed the overall project site plan showing the building and amenity locations and
off-site infrastructure improvements. Floor plans for all three levels of city hall were presented
followed by the floor plan for the Park Pavilion building. Renderings were presented showing
multiple city hall exterior elevations as well as the first-floor lobby entrances and stairs. Mr.
Harjes provided details of the overall park space, including a number of integrated features
around the park pavilion. These features included the stage component, and the flexibility of the
performance space for yard games, farmers market, concert series, etc. Renderings provided at
the December 2023 open house were presented which included the gateway monument signage,
playground, hang out area, park pavilion seat wall and stairs, splash pad, stage and concession
area, and outdoor living room. Multiple layouts of the performance area space were presented.
495
City Council Special Meeting Work Session Minutes – February 12, 2024
2
Mr. Harjes presented a budget comparison showing the major differences between the original
concept plan to the current design development plan. An overview of the current development
design project budget was presented which included current project revenue sources as well as
potential additional revenue sources. Current construction costs were presented, including a list
of value management items, soft costs, and the project budget summary. Tentative project add
alternates were reviewed along with a project budget summary with these alternates.
Mr. Harjes presented current costs in the project to help manage the budget, including pre-bid
design contingency and escalation costs and post-bid construction contingency costs.
Mr. Harjes paused at this point for questions. The council asked about the relocation of the fire
department monument, and soil and geotechnical concerns and associated costs.
Mr. Harjes presented three scenarios for council consideration and discussion:
Scenario 1 or 1B – Current design track with or without add alternates: Base Bid =
$1,035,000 over budget with add alternates range = $0 to $894,000
Scenario 2 or 2B – Reduced base bid plus expanded add alternates or park pavilion
building as add alternate: Base Bid = +/- $310,000 over budget to +/- $1,005,000 under
budget; add alternates range = $0 to $2,934,000
Scenario 3 – Match concept budget: Base Bid = $0 over budget
Mr. Harjes asked the city council to consider the following questions:
1. Which scenario should staff and the design team follow?
2. What is the council’s comfort level for the base bid relative to budget?
3. What are the desired add alternates for the project?
4. What is the desired direction for the stage cover?
Council Discussion
Mayor Ryan asked the council for their input on the budget and the scenarios presented. Most of
the city council did not want to use additional funding sources. The bid package dates were
discussed. Mr. Kjellberg responded that Bid Package 1 was published today, but tonight’s
discussion will drive Bid Package 2. Mayor Ryan expressed frustration that the project is over
budget and that the council is being asked to answer the questions at the eleventh hour.
Mr. Harjes responded that they are providing more knowledge and trying to articulate a
framework for tolerance, as well as trying to find strategies to achieve a comfort level for all
based on the city council’s priorities. He suggested that they may have to wait for the council’s
decision until after Bid Package 1 results are received.
Mayor Ryan asked if there is a way to find a percent to cut back within our forecasted budgets to
issue bonds for the cost overage. Finance Director Kelly Grinnell responded that interest rates
have been falling and are projected to fall even more. Based on the projected October interest
rates provided by Ehlers compared to the current rates, they are down 38%, which amounts to
$400,000 annually from the city’s debt service payments. The 2025 original projected levy
496
City Council Special Meeting Work Session Minutes –February 12, 2024
3
increase to 7.4% which includes the debt service payments. If we kept the bond amount at the
current level of $34.6 million and factored in issuance costs and the first year of interest
payments, the 2025 levy increase would drop to 6.6%.If $2 million was added to the bond
amount,assuming lower interest rates, the 2025 levy increase would be 7%. Ms. Grinnell also
said that when the bonds are issued, the proceeds would need to be spent within two years to
avoid having to pay back any interest earnings.
Mayor Ryan appreciated this information but would like to see hard numbers to reduce the 2025
budget at a future meeting.She asked if there was time to wait for Bid Package 1 results or what
could be recommended prior to the council choosing one of the scenarios. Mr. Kjellberg stated
that the numbers will be available on February 29. City Manager Laurie Hokkanen asked the
council if they choose to stick with the $35 million budget, then they could get relatively close
with Scenario 2 which would include the park pavilion and the stage structure. Staff can bring
ideas to the next meeting on how to pay for any overages and discuss the levy impact to the
increase in the project cost.
FUTURE WORK SESSION SCHEDULE
February 26, 2024
Commission Interviews
82nd Street Design Team Presentation
March 11, 2024
Commission Interviews
Discuss Commission Appointments
Downtown Design Guidelines and Wayfinding Plan Review
March 18, 2024
City Council Roundtable
City Manager Performance Review (CLOSED SESSION)
Mayor Ryan adjourned the work session at 8:30 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Kim Meuwissen
City Clerk
497
City Council Item
February 12, 2024
Item Approve City Council Minutes dated January 22, 2024
File No.Item No: E.2
Agenda Section CONSENT AGENDA
Prepared By Kim Meuwissen, City Clerk
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the City Council minutes dated January 22, 2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
City Council Work Session Minutes dated January 22, 2024
498
City Council Regular Meeting Minutes dated January 22, 2024
499
CHANHASSENCITYCOUNCIL
WORK SESSION
MINUTES
JANUARY22,2024
Mayor Ryan called the work session to order at 5:30 p.m.
COUNCIL MEMBERS PRESENT:Mayor Ryan, Councilman McDonald, Councilman von Oven,
Councilwoman Schubert, and Councilman Kimber.
COUNCIL MEMBERS ABSENT:None.
STAFF PRESENT:Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager; Charlie
Howley, Public Works Director/City Engineer; Eric Maass, Planning Director; Jerry Ruegemer, Park and
Recreation Director; Kelly Grinnell, Finance Director; and Jenny Potter, Administrative Support Specialist.
PUBLIC PRESENT:
Joy Gorra, 1680 West 78
th Street
Kendra Lindahl, Landform Professional Services, Inc.
Todd Gerhardt, 1330 Stratton Court
John Bossardt
Tom Lehman, Lehman Design Group, Inc.
Paul Michell, BKV Group
Mike Healy, BKV Group
Bryan Harjes, HKGi
Dan Kjellberg, Kraus-Anderson
Judy Harder, 541 West 78th Street
GORRA PROPERTY DISCUSSION
Property owner Joy Gorra gave an overview of her reasons for building a golf course on her property. She
would prefer to have a natural space for public use as opposed to building houses. PGA Tour Professional and
Golf Course Designer Tom Lehman said that the property is unique and that the design they are proposing
takes advantage of the natural layout of the land. They intend to have little to no impact on the wetland and
plan to be environmentally friendly. The current plan includes 18 holes. Kendra Lindahl from Landform
Professional Services, Inc. discussed that they are looking to get feedback from the council to see if there is
support for the initial plans. The proposal includes the following:
Rezone the property from Rural Residential to Agriculture, and add a golf course as a permitted use
Put a Conditional Use Permit (CUP) in place for a golf course
Environmental Assessment Worksheet (EAW) is not necessary, but staff has stated they may want a
discretionary EAW
Support for the project as they navigate the watershed district approval process
Not requesting financial support from the city
The council was in general support of the plan for a golf course but wanted more detail regarding how long the
golf course would be, the planned trail around the course, and there was concern over impacting wetlands. Mr.
Lehman responded that the current plan for the length of the golf course is to be approximately 6,800 yards,
but they are looking to get to 7,000 yards for a par 70 course. Todd Gerhardt added that they would provide
the land for the trail but would not cover the cost of the boardwalk. They would give the city access to the land
500
2
City Council Work Session Minutes – January 22, 2024
to build the trail. City Manager Laurie Hokkanen gave an estimate of the size of the trail to be approximately
1,400 feet of boardwalk and at $1,200 a linear foot would be projected to be a $2.8 million city project. Mr.
Gerhardt said there would need to be further planning on how the boardwalk would be laid out and used. Mr.
Lehman reported that the cart trail would have to be built with a bridge to avoid impacting the dedicated
wetland. Ms. Lindahl said there would be an impact but no filling of the wetland.
The question was asked where the chemicals like fertilizer would be stored. Mr. Lehman said that the hope is
to use an existing barn to store any needed materials like fertilizer. The intent is to put the maintenance area in
an environmentally friendly location.
The City Council asked if they have had any contact with the watershed district yet regarding their input on
the design of the course. Mr. Gerhardt responded that there are still things they need to plan for, and they have
not yet gone to the watershed district.
The City Council asked what other approvals or outside agencies need to be involved. Planning Director Eric
Maass reported that the current zoning is guided for low, medium, and high-density residential, and rezoning
to A2 would require a Comprehensive Plan amendment, and the Metropolitan Council would require the city
to find other lands for several hundred residential units. The land is currently zoned rural residential, but they
could request a zoning code text amendment to add golf courses as a conditional use or permitted use within
that district. Ms. Lindahl said that they would likely request a CUP in the existing zoning district. Mr. Maass
replied that the request would require an amendment to the existing code. Mr. Maass said other agencies that
would be involved would be the watershed district, the Department of Natural Resources (DNR), and the
Minnesota Department of Transportation (MnDOT). Park and Recreation Director Jerry Ruegemer said that
the city would likely need an encroachment agreement from the Metropolitan Council due to a sewer
interceptor that runs under the property. Ms. Hokkanen reiterated that the planned 700 housing units for the
site would have to be reallocated elsewhere in the city if this project was approved as a golf course.
DISCUSS DEVELOPMENT OF PROPERTY LOCATED AT 320 LAKE DRIVE EAST
City Manager Laurie Hokkanen reported that 320 Lake Drive East is a commercial property that has housed
different businesses over the years. Gina Maria’s Pizza is the only business currently there. Per Chanhassen
City Code any new businesses that came in would have to update the property for fire sprinkling and that
would cost anywhere from $40,000 to $120,000. The city has been involved in property maintenance where
the city has contracted for snow removal or cutting the grass and billed the owner for those services. Mr.
Maass asked the council for feedback on whether they would be willing to rezone the property for future
possible uses that do not meet the zoning requirements. The response from the council was if the right project
was proposed they would consider it but that currently, the property is appropriately zoned.
Mayor Ryan recessed the work session at 6:50 p.m.
Mayor Ryan reconvened the work session at 7:30 p.m.
CIVIC CAMPUS UPDATE
Mike Healy from BKV Group gave an overview of the updated park pavilion including four bathroom stalls, a
two-user women's restroom and two-user men's restroom, and a separate family bathroom that could be
accessible from the outside. The concession and rental areas became one space. Bryan Harjes from HKGi gave
an overview of where the building will be located on the civic campus. The council was concerned about the
cost of the project. City Manager Laurie Hokkanen asked if the park pavilion changes were acceptable to the
council. Councilmember McDonald asked if the pavilion was not built, where would restrooms be placed? Ms.
Hokkanen responded that if no pavilion was built portable restrooms would be provided for public use.
501
3
City Council Work Session Minutes –January 22, 2024
Discussion was had around how many restroom stalls were needed for the space. Further discussion was had
that if there aren’t proper amenities on the civic campus that would be a miss for the campus space,and the
overall budget was a concern for the council. Finance Director Kelly Grinnell gave impacts for homeowners
and what the additional bonding might cost residents.The council asked for more information from staff to
find out if there are enough stalls in the pavilion. Mr.Healy presented options for the stage canopy.
CHANHASSEN BLUFFS SPORTS COMPLEX UPDATE
The council discussed if and how the city should move forward with the referendum for the sports complex.
Community engagement and asking local companies how an increased sales tax would impact them would be
a priority.The council is looking to engage BKV with an initial fee of $75,000 for drawings of the facility.
Part of the question is the cost of the land. Finance Director Kelly Grinnell said that the budget could cover the
cost of engaging BKV,and then those drawings could be shared with the public to get their input on designs.
The council directed staff to move forward and engage BKV in creating drawings.
FUTURE WORK SESSION SCHEDULE
February 12
Downtown Traffic Study Update
Civic Campus Design Updates
Lake Ann Lifeguard Discussion
February 26
Commission Interviews
82nd Street Design Team Presentation
March 11
Commission Interviews
Discuss Commission Appointments
Downtown Design Guidelines and Wayfinding Plan Review
March 18
City Council Roundtable
City Manager Performance Review (CLOSED SESSION)
Mayor Ryan adjourned the work session at 9:15 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Jenny Potter
Senior Administrative Assistant
502
CHANHASSEN CITY COUNCIL
REGULAR MEETING
MINUTES
JANUARY 22, 2024
Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of
Allegiance.
COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilman McDonald, Councilwoman
Schubert, Councilman von Oven, and Councilman Kimber.
COUNCIL MEMBERS ABSENT:None.
STAFF PRESENT: Laurie Hokkanen, City Manager; Andrea McDowell-Poehler, City
Attorney; Eric Maass, Planning Director; Charlie Howley, Public Works Director/City Engineer;
Rachel Jeske, Planner.
PUBLIC PRESENT:
Michelle Marie King 2375 Stone Creek Drive
PUBLIC ANNOUNCEMENTS:None.
CONSENT AGENDA: Councilman McDonald moved, Councilman Kimber seconded that
the City Council approve the following consent agenda items 1 through 14 pursuant to the
City Manager’s recommendations:
1. Approve City Council Minutes dated January 8, 2024
2. Receive Environmental Commission Minutes dated December 13, 2023
3. Receive Economic Development Commission Minutes dated December 12, 2023
4. Receive Planning Commission Minutes dated December 5, 2023
5. Approve Claims Paid dated January 22, 2024
6. Approve Professional Services Agreement with SHE, Lake Ann Park Preserve
7. Approve Memorandum of Understanding with Carver County for the Cardboard Recycling
Site at Public Works
8. Adopt 2024 Legislative Priorities
503
City Council Minutes – January 22, 2024
2
9. Approve Encroachment Agreement with Metropolitan Council for the Lake Ann Park
Preserve Boardwalk Project
10. Approve Application for Exempt Permit from St. Hubert Catholic Church to Conduct Lawful
Gambling on February 10, 2024
11. Award Contract to Diversified Drainage for the Lake Ann Park Preserve Boardwalk
Improvement Project (City Project No. P-LAPPP1)
12. Resolution 2024-05: Approve Application of the Chanhassen Booster Club to Conduct Off-
Premise Lawful Gambling at Hackamore Brewing located at 18651 Lake Drive East
13. Resolution 2024-16: Appoint Election Judges for the Presidential Nomination Primary
Election and Establish Rates of Pay
14. Resolution 2024-07: 2024 Fleet Purchases
All voted in favor, and the motion carried unanimously with a vote of 5 to 0.
VISITOR PRESENTATIONS.
Michelle Marie King, 2375 Stone Creek Drive, founder of Positive Presence Global, stated that
her company is a life-coaching company for teenagers nationwide. She shared high school
students face increased mental health challenges and issues with bullying and cyberbullying. She
reviewed the mentor-life coaching program that she established and reviewed how it has
impacted teenagers nationwide. She encouraged local leaders to establish proactive mental health
practices within the community to support teenagers and parents.
Mayor Ryan thanked Michelle Marie King for her time and the information she provided.
PUBLIC HEARINGS.None.
GENERAL BUSINESS.
1. Ordinance XXX: Amending Lot Cover Standards in the Shoreland Overlay Zoning
District
Eric Maass, Planning Director, reviewed the current ordinance for the shoreland overlay district.
He presented the proposed changes to the shoreland overlay district ordinance and two maps to
show the lot establishments that are eligible for the 5 percent lot cover increase.
Charlie Howley, Public Works Director, explained the relationship between lot cover and water
resource management, including mitigation through best management practices. He described
504
City Council Minutes – January 22, 2024
3
how impervious surfaces are regulated through various jurisdictional agencies depending on the
project scale.
Mr. Maass mentioned that there would be best management practices required for impervious lot
areas between 25 percent to 30 percent. He provided examples of lots in Chanhassen to explain
the impervious allowance and required vegetative buffer. He noted the Planning Commission
recommendations.
Councilman von Oven asked where the vegetative buffer would be located if it is on a property-
to-property basis.
Mr. Maass responded that staff would work with the property owner to determine where the
vegetative buffer would need to go to properly adhere to the ordinance.
Councilman von Oven asked if a vegetative buffer would remain on the property permanently.
Mr. Maass responded that the vegetative buffer would need to be placed in a conservation
easement. Staff would monitor the vegetative buffer to make sure it was functioning.
Councilwoman Schubert inquired about what steps a property owner would need to take for a
variance request.
Mr. Maass responded that applicants must pay for a variance request. Staff will work with
residents to explain the variance request needs, including a possible site plan and a variance
request fee.
Councilman Kimber thanked Mr. Maass for the visuals to address how vegetative buffers are
placed on a property.
Mayor Ryan asked if properties established after 1976 would still be permitted to go through the
variance requests.
Mr. Maass confirmed these properties could request a variance. Staff would look at existing
standards to respond to variance requests.
Councilman von Oven asked if lots created before January 1, 1976, could apply for a variance
request if they did not want to do a vegetative buffer.
Mr. Maass answered there is administrative room within the proposed ordinance to address
multiple property requests.
Councilwoman Schubert asked if any surrounding cities are considering decreasing their
impervious lot size from 30 percent to 25 percent.
505
City Council Minutes – January 22, 2024
4
Mayor Ryan thanked Mr. Maass for the time he invested working with the Minnesota
Department of Natural Resources to propose this ordinance.
Councilwoman Schubert moved, Councilman Kimber seconded that the Chanhassen City
Council adopt Ordinance XXX amending Section 20-485 of the Chanhassen City Code
increasing the amounts of impervious lot cover allowed within the Shoreland Overlay
Zoning District and directs staff to submit the adopted ordinance to the Minnesota DNR
for final review and approval and approves the summary ordinance for publication
purposes. All voted in favor, and the motion carried unanimously with a vote of 5 to 0.
2. Ordinance XXX: Amending Lot Cover Standards in the Single Family Residential
(RSF) Zoning District
Rachel Jeske, Planner, reviewed the proposed ordinance amendment for the RSF Zoning District.
Ms. Jeske presented the zoning map where the ordinance would apply. The proposed ordinance
amendment would not apply to Planned Unit Developments which have separate lot cover
standards. Ms. Jeske displayed the Planning Commission recommendation.
Mayor Ryan thanked Ms. Jeske for the presentation.
Councilman Kimber moved, Councilman McDonald seconded that the Chanhassen City
Council adopt Ordinance XXX amending lot cover standards in the Single Family
Residential zoning district and approves the summary ordinance for publication purposes.
All voted in favor, and the motion carried unanimously with a vote of 5 to 0.
COUNCIL PRESENTATIONS.None.
ADMINISTRATIVE PRESENTATIONS.None.
CORRESPONDENCE DISCUSSION.
1. Letter to Chanhassen Legion Post 580 dated December 28, 2023
2. CenterPoint Energy Notice of Rate Increase
3. Southern Valley Alliance Relocation Notice
4. Letter to Public Utilities Commission dated January 18, 2024
Councilman McDonald moved, Councilwoman Schubert seconded to adjourn the meeting.
All voted in favor, and the motion carried unanimously with a vote of 5 to 0. The City
Council meeting was adjourned at 7:36 p.m.
506
City Council Minutes – January 22, 2024
5
Submitted by Laurie Hokkanen
City Manager
Prepared by Kim Meuwissen
City Clerk
507
City Council Item
February 12, 2024
Item Receive Park and Recreation Minutes dated December 12, 2023
File No.Item No: E.3
Agenda Section CONSENT AGENDA
Prepared By Amy Weidman, Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Park and Recreation Minutes dated December 12, 2023."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Park and Recreation Minutes dated December 12, 2023
508
CHANHASSEN PARK AND
RECREATION COMMISSION
REGULAR MEETING
MINUTES
DECEMBER 12, 2023
Chair Vasatka called the meeting to order at 6:02 p.m.
MEMBERS PRESENT: Don Vasatka, Chair; Dan Eidsmo; Matt Kutz; Jim Peck; Rob
Swanson; Scott Pharis; and, Youth Commissioner Nischay Pattanashetty.
MEMBERS ABSENT: Heather Markert, Vice Chair.
STAFF PRESENT: Jerry Ruegemer, Park and Recreation Director; Adam Beers, Park
Superintendent; Priya Tandon, Recreation Manager; Mitchell Czech, Recreation Supervisor; Jodi
Sarles, Rec Center Manager; and Mary Blazanin, Senior Center Coordinator.
PUBLIC PRESENT: None.
APPROVAL OF AGENDA: Commissioner Peck moved, Commissioner Eidsmo seconded
to approve the agenda as presented. All voted in favor and the motion carried unanimously
with a vote of 7 to 0.
PUBLIC ANNOUNCEMENTS:
Jerry Ruegemer, Park and Recreation Director, stated they hosted the Civic Campus Open House
on December 12.
VISITOR PRESENTATIONS: None.
APPROVAL OF MINUTES:
1. Approve Park & Recreation Minutes dated October 24, 2023
Commissioner Pharis moved, Commissioner Kutz seconded to approve the minutes of the
Park and Recreation Commission meeting dated October 24, 2023 as presented. All voted
in favor and the motion carried unanimously with a vote of 7 to 0.
2. Approve Park & Recreation Minutes dated November 28, 2023
Commissioner Peck moved, Commissioner Swanson seconded to approve the minutes of
the Park and Recreation Commission meeting dated November 28, 2023 as presented. All
voted in favor and the motion carried unanimously with a vote of 7 to 0.
509
Park and Recreation Commission Minutes – December 12, 2023
2
GENERAL BUSINESS:
1. 2023 Year in Review Presentation
Priya Tandon, Recreation Manager, shared photos that provided a representation of different
Park and Recreation events throughout 2023. Ms. Tandon thanked the Park and Recreation
Commission and staff for the support and guidance for these programs.
Chair Vasatka appreciated all the smiles throughout the presentation. He thanked Ms. Tandon for
the presentation.
REPORTS:
1. Recreation Center Quarterly Update
Jodi Sarles, Rec Center Manager, shared part-time positions available at the recreation center.
Ms. Sarles shared various recreation center updates, including replacement dumbbells and racks.
Older equipment was shared with the Fire Department. She reviewed larger recreation center
events throughout the quarter.
Chair Vasatka asked how numbers for the Kids Night Out compared with the expectations. Ms.
Sarles stated there was a maximum of 30 people. This program will continue in the future.
Commissioner Kutz inquired about how the recreation center promoted the event. Ms. Sarles
answered through the website, a monthly newsletter, and social media.
Chair Vasatka asked how the numbers of the boutiques compared with past events. Ms. Sarles
shared that the Artisan Fair was stronger than in the past. The Holiday Boutique attendance was
not as strong, and it is a difficult time of year for events.
2. Park Maintenance Quarterly Report
Adam Beers, Park Superintendent, stated the Park Maintenance completed the 2023 CIP Park
Projects. There will be minor restoration on turf to complete in the spring. Lake Susan Baseball
Field was finalized and has new topsoil and turf, along with regrading to assist with water issues.
The Park Maintenance collaborated with the Forestry Department to create a small-scale bare
root tree nursery. Chair Vasatka asked about the price comparison. Mr. Beers stated the bareroot
trees are around $40 to $50, while a mature tree would have been $300 to $500. There are a
variety of trees included in this nursery.
Mr. Beers shared they will work on repairs for docks, paddleboats, and fishing piers. Park
Maintenance will complete tree and trail maintenance throughout the winter. He stated ice rink
and warming house openings will be delayed due to the warmer weather.
510
Park and Recreation Commission Minutes – December 12, 2023
3
Chair Vasatka asked if there was a collaboration with the street department for plowing. Mr.
Beers answered this collaboration would be continued throughout the winter.
Commissioner Swanson thanked Mr. Beers for the work on the Sugar Bush playground
installation.
Commissioner Pharis asked if the warmer weather impacted the budget. Mr. Beers stated there is
savings with the overtime budget, especially with less time needed for snow plowing. Jerry
Ruegemer, Park and Recreation Director, shared that the maintenance completed now will help
with spring maintenance.
3. Tree Lighting Ceremony Review
Priya Tandon, Recreation Manager, announced that there was record turnout at the tree lighting
ceremony on December 2. All refreshments provided for the event were used, which shows the
success of the event. She shared there were live reindeer, caroling, a gingerbread display, a Toys
for Tots donation station, and Santa Claus. Ms. Tandon encouraged individuals to vote for the
Tour of Lights contestants on the Facebook page.
Chair Vasatka asked where the tree lighting ceremony would take place next year with the Civic
Campus updates. Ms. Tandon stated the location for next year is uncertain, but the staff is
researching options.
4. Senior Center Quarterly Report
Mary Blazanin, Senior Center Coordinator, shared an overview of the events hosted by the
Senior Center in the fall. She gave details about the 55+ Expo at the Recreation Center, which
provided free trial classes and instruction on hands-free CPR. There were four trips throughout
the fall with 104 participants from Chanhassen. The Senior Center hosted various events,
including Oktoberfest, the Pancake Breakfast, and the Holiday Celebration.
Finally, there are ongoing programs including free technology help. The grant funding for this
program stops in March. Commissioner Pharis asked how much funding was needed for the free
technology program. Ms. Blazanin stated between $12,000 to $18,000 to provide management,
training, and volunteers.
COMMISSION MEMBER COMMITTEE REPORTS: None.
COMMISSION MEMBER PRESENTATIONS: None.
ADMINISTRATIVE PRESENTATIONS: None.
511
Park and Recreation Commission Minutes – December 12, 2023
4
ADJOURNMENT:
Commissioner Pharis moved, Commissioner Kutz seconded to adjourn the meeting. All
voted in favor and the motion carried unanimously with a vote of 7 to 0. The Park and
Recreation Commission meeting was adjourned at 6:43 p.m.
Submitted by Jerry Ruegemer
Park and Recreation Director
512
City Council Item
February 12, 2024
Item Receive Commission on Aging Minutes dated November 17, 2023
File No.Item No: E.4
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, Sr. Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Commission on Aging Minutes dated November 17,
2023."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
513
Commission on Aging Minutes dated November 17, 2023
514
November 17, 2023
MEMBERS PRESENT: Gwen Block, Jim Camarata, Ruth Lunde, Bhakti Modi, Beth Mason, Ruth
Slivken
MEMBERS ABSENT: Kara Cassidy, Laura Baumtrog,
STAFF PRESENT: Mary Blazanin, Senior Center Coordinator, Laurie Hokkanen, City Manager
GUESTS PRESENT: Dawn Plumer, Carver County Health and Human Services. Patrick Jones,
Chanhassen Library Branch Manager. Lee Ann Eiden, Senior Community Services,
APPROVAL OF AGENDA Commissioner Camarata made the motion to approve the agenda.
Commissioner Block seconded. All members voted in favor and the motion carried. Agenda was
approved.
COMMISSION ON AGING MINUTES September 15, 2023. Commissioner Camarata made the
motion to approve the minutes. Commissioner Mason seconded. All members voted in favor and the
motion carried. Minutes were approved
Visitor Presentations
Laurie Hokkanen, City Manager, gave an update on the Civic Campus project.
Patrick Jones, Chanhassen Library Branch Manager, shared the library winter brochure, Chan-o-lairs
concert flier, and Alzheimer’s events this month. There is a table after the event on November 30 that
Beth and Gwen will sit at and answer questions. The table will be staffed from 3:45-4:30.
Dawn Plumer Carver County Health and Human Services, reported that Carver County was able to offer
flu vaccines and Covid boosters to senior buildings around the County. Move Mindful sessions will
happen in January and March. More information will be coming from Dawn about having the Senior
Center host sessions.
Lee Ann Eiden, Senior Community Services, facilitates a caregiver support group on the first Thursday
of the month from 1:30 to 3:30 p.m. They also provide free tech support to the seniors on the second and
fourth Tuesday of the month from 1 to 4 p.m.
DISCUSSION ITEMS:
Update on Collaboration Discussions with Chanhassen Schools: Commissioner Ruth Slivken discussed a
partnership with the high school to have them meet their volunteer hours and work with seniors. Tracy
Meier from the high school met with Ruth and several student representatives from the Key Club,
Student Council, National Honor Society, Students Today, and other clubs. They brainstormed ideas to
do some bridging between the High School and local seniors.
Humanity Alliance Collaboration: Had an August event making power oatmeal. September event made
power bites at a local senior housing facility.
Commission on Aging 2024 Goals/Strategies: The Commissioners discussed the goals from last year and
decided which items were still important to address.
Senior Center Holiday Party: Thursday, December 14 at Recreation Center. A meal is served from
11:30-12:30 and a presentation from 12:30-1 p.m.
515
December COA meeting: December 15 doesn’t work for several people. The official Commission on
Aging meeting will be canceled for December.
ADJOURNMENT:
Commissioner Lunde called for meeting adjournment. Commissioner Mason seconded the motion. All
voted in favor and the motion carried.
Meeting adjourned at 11:35 a.m.
Minutes prepared by Mary Blazanin, Senior Center Coordinator
516
City Council Item
February 12, 2024
Item Approve Claims Paid dated February 12, 2024
File No.Item No: E.5
Agenda Section CONSENT AGENDA
Prepared By Danielle Washburn, Assistant Finance Director
Reviewed By Kelly Grinnell
SUGGESTED ACTION
"The Chanhassen City Council Approves Claims Paid dated February 12, 2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority Financial Sustainability
SUMMARY
BACKGROUND
DISCUSSION
The following claims are submitted for review and approval on February 12, 2024:
Total Claims $1,204,200.33
BUDGET
RECOMMENDATION
517
ATTACHMENTS
Payment Summary
Payment Detail
518
Accounts Payable
Checks by Date - Summary
Vendor Name Check Date Void Checks Check Amount
310 Pub 12/18/2023
0.00 46.64
Acme Tools 12/18/2023
0.00 378.20
ALDI 12/18/2023
0.00 46.71
Amazon 12/18/2023
0.00 10,901.98
Batteries Plus 12/18/2023
0.00 95.48
Berne Apparel 12/18/2023
0.00 83.99
Best Buy 12/18/2023
0.00 232.21
Bitly, Inc 12/18/2023
0.00 35.00
CDW Government 12/18/2023
0.00 3,909.24
Chanhassen Service Center 12/18/2023
0.00 21.96
Core & Main LP 12/18/2023
0.00 1,336.36
Costco Wholesale 12/18/2023
0.00 129.45
Crisp & Green 12/18/2023
0.00 16.20
Cub Foods 12/18/2023
0.00 333.33
Dairy Queen 12/18/2023
0.00 7.52
Days Inn 12/18/2023
0.00 397.35
Dell 12/18/2023
0.00 2,412.00
Delta Airlines 12/18/2023
0.00 617.80
Domino's Pizza 12/18/2023
0.00 390.10
Economic Development Assn of MN 12/18/2023
0.00 40.00
Facebook 12/18/2023
0.00 35.62
Fastenal Company 12/18/2023
0.00 141.13
Government Social Media, LLC 12/18/2023
0.00 849.00
Grainger 12/18/2023
0.00 141.07
Green Mill 12/18/2023
0.00 60.00
Haix 12/18/2023
0.00 115.95
Home Depot 12/18/2023
0.00 754.58
Hoops & Threads 12/18/2023
0.00 20.00
Inn on Lake Superior 12/18/2023
0.00 951.69
Jamf Software, LLC 12/18/2023
0.00 276.00
Knife River Corp N Central 12/18/2023
0.00 2,664.63
LJA Group LLC 12/18/2023
0.00 289.69
Local 49 12/18/2023
0.00 21.25
Macnaught USA Inc 12/18/2023
0.00 612.00
Marathon Petro 12/18/2023
0.00 20.02
McMaster-Carr 12/18/2023
0.00 90.66
Menards 12/18/2023
0.00 1,024.79
Merlins Ace Hardware 12/18/2023
0.00 158.02
Metropolitan Council Enviromental Services 12/18/2023
0.00 40,000.00
MN Association of Government Communicators 12/18/2023
0.00 133.33
MN Dept of Labor and Industry 12/18/2023
0.00 50.00
MN Pollution Control Agency 12/18/2023
0.00 398.39
Municipal Clerk and Finance Officers 12/18/2023
0.00 50.00
NetZoom, Inc 12/18/2023
0.00 700.00
Page 1 of 7 519
Vendor Name Check Date Void Checks Check Amount
NoveltyLights.com 12/18/2023
0.00 1,572.60
Office Max/Office Depot 12/18/2023
0.00 36.28
Panera Bread 12/18/2023
0.00 125.88
Party City 12/18/2023
0.00 141.43
Postmaster 12/18/2023
0.00 34.45
Potbelly Sandwich Shop 12/18/2023
0.00 174.90
Revolution Dancewear 12/18/2023
0.00 1,658.75
Sam's Club 12/18/2023
0.00 673.43
Southwest Metro Chamber of Commerce 12/18/2023
0.00 230.00
Stampli 12/18/2023
0.00 1,483.50
Stratoguard, LLC 12/18/2023
0.00 230.56
Survey Supply Inc 12/18/2023
0.00 360.93
Taco Bell 12/18/2023
0.00 18.54
Target 12/18/2023
0.00 1,263.85
The Granger Plastics Co 12/18/2023
0.00 781.25
The Suites Hotel at Waterfront Plaza 12/18/2023
0.00 1,047.96
Tobies Restaurant 12/18/2023
0.00 27.47
Train HR 12/18/2023
0.00 195.00
U of M Contlearning 12/18/2023
0.00 50.00
Wal-Mart 12/18/2023
0.00 110.02
WEISSMAN 12/18/2023
0.00 8,796.86
Zoom 12/18/2023
0.00 86.70
Acme Tools 01/17/2024
0.00 21.69
ALL AMERICAN TITLE COMPANY 01/17/2024
0.00 15.15
Amazon 01/17/2024
0.00 8,704.42
American Swedish Institute 01/17/2024
0.00 1,086.65
Apple.com 01/17/2024
0.00 1.98
Bitly, Inc 01/17/2024
0.00 35.00
Broadway Across America 01/17/2024
0.00 4,032.00
BURNET TITLE 01/17/2024
0.00 50.35
Caribou Coffee 01/17/2024
0.00 16.47
Carver County Environmental Center 01/17/2024
0.00 74.40
CDW Government 01/17/2024
0.00 3,505.23
Chaska Event Center 01/17/2024
0.00 900.00
Chick-Fil-A 01/17/2024
0.00 262.34
City of Chanhassen 01/17/2024
0.00 0.00
Costco Wholesale 01/17/2024
0.00 25.78
Crooked Pint 01/17/2024
0.00 587.88
Cub Foods 01/17/2024
0.00 121.50
DAISY ANDERSON 01/17/2024
0.00 200.00
Days Inn 01/17/2024
0.00 320.00
Dell 01/17/2024
0.00 7,028.00
Dollar Tree Stores Inc 01/17/2024
0.00 36.52
Domino's Pizza 01/17/2024
0.00 123.52
EDINA REALTY TITLE 01/17/2024
0.00 49.52
EDINA REALTY TITLE 01/17/2024
0.00 20.73
Esch Construction Supply, Inc 01/17/2024
0.00 274.00
ESRI 01/17/2024
0.00 1,702.00
Etsy 01/17/2024
0.00 5.68
Facebook 01/17/2024
0.00 54.38
FLEX TITLE COMPANY LLC 01/17/2024
0.00 8.99
FlippingBook 01/17/2024
0.00 1,070.00
FTD 01/17/2024
0.00 229.73
Page 2 of 7 520
Vendor Name Check Date Void Checks Check Amount
Fusion Learning Partners 01/17/2024
0.00 1,150.00
Gertens 01/17/2024
0.00 556.20
Global Music Rights 01/17/2024
0.00 850.00
Hodges Badge Company 01/17/2024
0.00 1,270.75
Home Depot 01/17/2024
0.00 1,677.66
Home Taste 01/17/2024
0.00 18.98
Houlihan's 01/17/2024
0.00 368.97
IMPARK 01/17/2024
0.00 30.00
Indelco Plastics Corporation 01/17/2024
0.00 57.62
JAMES RONNING 01/17/2024
0.00 133.22
Jamf Software, LLC 01/17/2024
0.00 280.00
JENNIFER & PETER SELLWOOD 01/17/2024
0.00 35.36
Jersey Mike's Subs 01/17/2024
0.00 120.17
Jimmy Johns 01/17/2024
0.00 203.72
JOHN & BARBARA ODOM 01/17/2024
0.00 277.20
KEITH & MARY JO REINHARDT 01/17/2024
0.00 69.15
Kwik Trip 01/17/2024
0.00 8.50
LANDTITLE 01/17/2024
0.00 250.00
LANDTITLE TRUST ACCOUNT 01/17/2024
0.00 119.04
League of Minnesota Cities 01/17/2024
0.00 225.00
Local 49 01/17/2024
0.00 21.25
LORI SEGAR MANS 01/17/2024
0.00 16.93
Med Box Grill 01/17/2024
0.00 560.87
Menards 01/17/2024
0.00 458.27
Merlins Ace Hardware 01/17/2024
0.00 76.81
Metropolitan Council Enviromental Services 01/17/2024
0.00 20,000.00
MN American Water Works Association 01/17/2024
0.00 300.00
MN Dept of Labor and Industry 01/17/2024
0.00 53.00
MN Recreation and Park Association 01/17/2024
0.00 40.00
MN Utility Contractors Association 01/17/2024
0.00 200.00
Moe's American Restaurant 01/17/2024
0.00 122.74
Monoprice.com 01/17/2024
0.00 21.66
NED & KAREN PODANY 01/17/2024
0.00 36.25
Office Max/Office Depot 01/17/2024
0.00 169.93
O'Reilly Auto Parts 01/17/2024
0.00 12.98
Party City 01/17/2024
0.00 58.52
Pine County License Center 01/17/2024
0.00 66.40
Postmaster 01/17/2024
0.00 -13.66
Power Lodge Twin Cities 01/17/2024
0.00 211.91
Prairie Lawn & Garden 01/17/2024
0.00 45.00
Roc Electric Co 01/17/2024
0.00 2,206.00
Sam's Club 01/17/2024
0.00 563.00
Scheels 01/17/2024
0.00 199.92
SCOTT & LISA BRADY 01/17/2024
0.00 88.22
ShopBackflow.com 01/17/2024
0.00 106.05
Slate & Stone 01/17/2024
0.00 1,364.94
Southwest Metro Chamber of Commerce 01/17/2024
0.00 180.00
Stampli 01/17/2024
0.00 1,362.00
Steve Anderson 01/17/2024
0.00 89.48
Stratoguard, LLC 01/17/2024
0.00 230.56
Survey Supply Inc 01/17/2024
0.00 514.10
Target 01/17/2024
0.00 169.46
The Garden By The Woods 01/17/2024
0.00 140.34
Page 3 of 7 521
Vendor Name Check Date Void Checks Check Amount
TRADEMARK TITLE SERVICES 01/17/2024
0.00 28.91
U of M Contlearning 01/17/2024
0.00 50.00
US Bank Rebate 01/17/2024
0.00 -2,671.25
WATERMARK TITLE AGENCY 01/17/2024
0.00 276.43
WILBUR & MILDRED AYDT TRUST 01/17/2024
0.00 26.97
Zoom 01/17/2024
0.00 86.70
Across The Street Productions 01/18/2024
0.00 693.00
ALLSTREAM 01/18/2024
0.00 564.47
American Family Life Assurance Company of Columbus 01/18/2024
0.00 124.80
Barr Engineering Company 01/18/2024
0.00 825.00
BENEFIT EXTRAS INC 01/18/2024
0.00 945.00
BENEFIT EXTRAS INC 01/18/2024
0.00 331.00
Bohn Well Drilling Co 01/18/2024
0.00 530.13
BOLTON & MENK INC 01/18/2024
0.00 826.00
BROADWAY AWARDS 01/18/2024
0.00 57.40
CAMPBELL KNUTSON 01/18/2024
0.00 12,687.23
CDW GOVERNMENT LLC 01/18/2024
0.00 12,219.00
CENTERPOINT ENERGY MINNEGASCO 01/18/2024
0.00 2,505.04
CENTERPOINT ENERGY MINNEGASCO 01/18/2024
0.00 506.22
Christine Lea Pedretti 01/18/2024
0.00 1,353.30
CITY OF EDEN PRAIRIE 01/18/2024
0.00 2,000.00
City of St. Paul 01/18/2024
0.00 311.82
Cleaning Solutions Services 01/18/2024
0.00 621.00
ClearGov Inc 01/18/2024
0.00 25,302.50
Compass Minerals America, Inc 01/18/2024
0.00 4,501.80
Craig Rapp LLC 01/18/2024
0.00 3,000.00
Customized Fire Rescue Training Inc 01/18/2024
0.00 5,175.00
DELEGARD TOOL COMPANY 01/18/2024
0.00 200.22
DENALI CUSTOM HOMES INC 01/18/2024
0.00 2,500.00
Dultmeier Sales LLC 01/18/2024
0.00 235.61
Edina Heating & Cooling Inc 01/18/2024
0.00 2,859.00
Engel Water Testing Inc 01/18/2024
0.00 750.00
FASTENAL COMPANY 01/18/2024
0.00 510.00
Glowing Hearth & Home 01/18/2024
0.00 91.00
GOPHER STATE ONE-CALL INC 01/18/2024
0.00 218.70
Guard Guys, LLC 01/18/2024
0.00 523.00
H & L Mesabi 01/18/2024
0.00 1,335.00
HealthPartners, Inc. 01/18/2024
0.00 91,863.08
Holton Electric Contractors LLC 01/18/2024
0.00 736.09
Hoops & Threads LLC 01/18/2024
0.00 144.00
Indoor Landscapes Inc 01/18/2024
0.00 187.00
InTech Software Solutions, Inc 01/18/2024
0.00 6,680.00
KIMLEY HORN AND ASSOCIATES INC 01/18/2024
0.00 405.00
LEAGUE OF MINNESOTA CITIES 01/18/2024
0.00 1,370.00
Lennar 01/18/2024
0.00 17,500.00
Lockridge Grindal Nauen P.L.L.P 01/18/2024
0.00 3,333.33
Matthew Petite 01/18/2024
0.00 20.00
MERLINS ACE HARDWARE 01/18/2024
0.00 579.74
METRO CONCRETE RAISING 01/18/2024
0.00 725.00
METROPOLITAN COUNCIL 01/18/2024
0.00 230,855.78
Minnesota UC Fund 01/18/2024
0.00 9,004.60
MN RECREATION & PARK ASSOC. 01/18/2024
0.00 1,605.00
MN RECREATION & PARK ASSOC. 01/18/2024
0.00 405.00
Page 4 of 7 522
Vendor Name Check Date Void Checks Check Amount
MN VALLEY ELECTRIC COOP 01/18/2024
0.00 362.99
Municipal H2O 01/18/2024
0.00 4,200.00
MUNICIPAL LEGISLATIVE COMMISSION 01/18/2024
0.00 6,471.25
North American Safety, Inc. 01/18/2024
0.00 500.00
NOVEL SOLAR THREE, LLC 01/18/2024
0.00 6,284.34
NvoicePay 01/18/2024
0.00 764.64
PRECISE MRM LLC 01/18/2024
0.00 273.00
Premium Waters, Inc 01/18/2024
0.00 4.32
Princess Party Pals, LLC 01/18/2024
0.00 700.00
Pro-Tec Design, Inc. 01/18/2024
0.00 364.00
Rain for Rent 01/18/2024
0.00 6,481.79
Reem Danial 01/18/2024
0.00 340.20
ROADKILL ANIMAL CONTROL 01/18/2024
0.00 206.00
Sand Creek EAP, LLC. 01/18/2024
0.00 3,500.00
SMSC Organics Recycling Facility 01/18/2024
0.00 8,506.20
SOFTWARE HOUSE INTERNATIONAL 01/18/2024
0.00 2,686.48
Solv - Business Solutions, Connected 01/18/2024
0.00 161.60
Sophia Martin 01/18/2024
0.00 136.50
SRF CONSULTING GROUP INC 01/18/2024
0.00 7,568.24
SUMMIT FIRE PROTECTION 01/18/2024
0.00 838.00
Tee Jay North, Inc. 01/18/2024
0.00 221.00
TouchPoint Logic LLC 01/18/2024
0.00 3,893.50
ULINE INC 01/18/2024
0.00 301.15
Universal Athletic Services, Inc. 01/18/2024
0.00 1,435.50
Val Roder / Olivine Yoga LLC 01/18/2024
0.00 250.00
WW GRAINGER INC 01/18/2024
0.00 43.97
Colliers Funding, LLC 01/24/2024
0.00 121,248.74
Lakes at Chanhassen, LLC 01/24/2024
0.00 12,062.71
Marco Inc 01/24/2024
0.00 735.00
Matt Kerr 01/24/2024
0.00 76.99
MSSA 01/24/2024
0.00 200.00
Nick Kopp 01/24/2024
0.00 139.99
Samantha DiMaggio 01/24/2024
0.00 36.03
XCEL ENERGY INC 01/24/2024
0.00 696.29
24 Seven Events & Marketing Inc 01/25/2024
0.00 300.00
4 Paws Animal Control 01/25/2024
0.00 175.00
Advanced Engineering & Environmental Services, LLC 01/25/2024
0.00 3,884.00
AMERICAN TIRE DISTRIBUTORS INC 01/25/2024
0.00 446.36
ARAMARK Refreshment Services, LLC 01/25/2024
0.00 956.67
BOUND TREE MEDICAL LLC 01/25/2024
0.00 474.89
Carver County 01/25/2024
0.00 37,191.66
CenturyLink 01/25/2024
0.00 60.52
Charles Cudd Company 01/25/2024
0.00 2,480.00
Compass Minerals America, Inc 01/25/2024
0.00 13,002.69
Earl F Andersen Inc 01/25/2024
0.00 246.45
Edina Heating & Cooling Inc 01/25/2024
0.00 900.00
EHLERS & ASSOCIATES INC 01/25/2024
0.00 780.00
Granite Ledge Electric 01/25/2024
0.00 1,835.59
HANSEN THORP PELLINEN OLSON 01/25/2024
0.00 9,775.50
HealthPartners, Inc. 01/25/2024
0.00 91,734.89
Infosend, Inc 01/25/2024
0.00 7,092.77
InfoSense Inc 01/25/2024
0.00 995.00
JEFFERSON FIRE SAFETY INC 01/25/2024
0.00 34,383.03
Page 5 of 7 523
Vendor Name Check Date Void Checks Check Amount
Jennifer & Mike Helmick 01/25/2024
0.00 4,492.00
NEWMAN SIGNS INC 01/25/2024
0.00 1,730.42
Northfield Lines, Inc 01/25/2024
0.00 1,382.27
PACE ANALYTICAL SERVICES INC 01/25/2024
0.00 250.00
Rent N Save Portable Services 01/25/2024
0.00 1,066.00
RMB Environmental Laboratories Inc 01/25/2024
0.00 217.80
SPS Works 01/25/2024
0.00 144.85
Universal Athletic Services, Inc. 01/25/2024
0.00 757.50
Waste Management of Minnesota, Inc 01/25/2024
0.00 1,846.93
Wetland Credit Agency LLC 01/25/2024
0.00 24,796.20
WSB & ASSOCIATES INC 01/25/2024
0.00 18,933.41
CARVER COUNTY LICENSE CENTER 01/31/2024
0.00 1,086.15
Joshua Hargrove 01/31/2024
0.00 15.00
Nick Jacobson 01/31/2024
0.00 15.00
VERIZON WIRELESS 01/31/2024
0.00 250.22
XCEL ENERGY INC 01/31/2024
0.00 56,020.89
Advanced Elements Operational Technology, LLC 02/01/2024
0.00 500.00
Aladtec 02/01/2024
0.00 4,274.00
American Family Life Assurance Company of Columbus 02/01/2024
0.00 124.80
ASPEN MILLS 02/01/2024
0.00 138.21
BOUND TREE MEDICAL LLC 02/01/2024
0.00 492.56
BRAUN INTERTEC CORPORATION 02/01/2024
0.00 307.50
CAMPION BARROW & ASSOCIATES 02/01/2024
0.00 2,755.00
CCP NI MASTER TENANT 4 LLC 02/01/2024
0.00 2,096.10
CDW GOVERNMENT LLC 02/01/2024
0.00 16,498.92
CENTERPOINT ENERGY MINNEGASCO 02/01/2024
0.00 986.90
CENTURYLINK 02/01/2024
0.00 1,754.31
Colonial Life & Accident Insurance Co 02/01/2024
0.00 128.46
Compass Minerals America, Inc 02/01/2024
0.00 4,379.27
COMPUTER INTEGRATION TECHN. 02/01/2024
0.00 570.60
Craig Rapp LLC 02/01/2024
0.00 695.26
EGAN COMPANY 02/01/2024
0.00 1,523.55
FASTENAL COMPANY 02/01/2024
0.00 7.05
Ferguson Waterworks #2518 02/01/2024
0.00 250.57
Fidelity Security Life 02/01/2024
0.00 331.75
Guard Guys, LLC 02/01/2024
0.00 500.00
HAWKINS CHEMICAL 02/01/2024
0.00 60.00
HOISINGTON KOEGLER GROUP 02/01/2024
0.00 25,722.26
Innovative Office Solutions LLC 02/01/2024
0.00 125.45
KENNEDY & GRAVEN, CHARTERED 02/01/2024
0.00 116.00
KIMLEY HORN AND ASSOCIATES INC 02/01/2024
0.00 8,224.25
LEAGUE OF MINNESOTA CITIES 02/01/2024
0.00 499.00
Lennar 02/01/2024
0.00 2,750.00
Minnesota Equipment 02/01/2024
0.00 205.53
Minuteman Press 02/01/2024
0.00 165.00
MN VALLEY ELECTRIC COOP 02/01/2024
0.00 409.94
NAPA AUTO & TRUCK PARTS 02/01/2024
0.00 46.09
Nokomis Energy, LLC 02/01/2024
0.00 1,431.45
Nuss Truck & Equipment 02/01/2024
0.00 738.51
Potentia MN Solar 02/01/2024
0.00 3,072.92
SEH 02/01/2024
0.00 77.56
T-MOBILE 02/01/2024
0.00 897.39
UHL Company Inc 02/01/2024
0.00 525.00
Page 6 of 7 524
Vendor Name Check Date Void Checks Check Amount
Waste Management of Minnesota, Inc 02/01/2024
0.00 727.69
Water In Motion, Inc. 02/01/2024
0.00 3,023.00
WW GRAINGER INC 02/01/2024
0.00 116.70
Report Total:0.00 1,204,200.33
Page 7 of 7 525
AP
Check Detail
User: dwashburn
Printed: 2/6/2024 3:57:02 PM
Last Name Acct 1 Amount Check Date Description
24 Seven Events & Marketing Inc 101-1613-4345 300.00 1/25/2024 Up South performance deposit 2024
300.00 1/25/2024
24 Seven Events & Marketing Inc 300.00
310 Pub 101-1220-4381 46.64 12/18/2023 food for fire personnel at Fire Chiefs Conference $46 64 perdiem
46.64 12/18/2023
310 Pub 46.64
4 Paws Animal Control 101-1220-4580 175.00 1/25/2024 Animal Control-December 2023
175.00 1/25/2024
4 Paws Animal Control 175.00
Acme Tools 101-1320-4260 378.20 12/18/2023 RL Professional Level Case Stabila
378.20 12/18/2023
Acme Tools 700-0000-4150 21.69 1/17/2024 MW Irwin Impact Double ended screwdriver
21.69 1/17/2024
Acme Tools 399.89
Across The Street Productions 101-1220-4370 693.00 1/18/2024 Anderson and Bartels BC Training
AP - Check Detail (2/6/2024)Page 1 of 60
526
Last Name Acct 1 Amount Check Date Description
693.00 1/18/2024
Across The Street Productions 693.00
Advanced Elements Operational Technology, LLC 700-0000-4300 500.00 2/1/2024 software support -OpWorks Renewal
500.00 2/1/2024
Advanced Elements Operational Technology, LLC 500.00
Advanced Engineering & Environmental Services, LLC 701-0000-4300 1,942.00 1/25/2024 SCADA upgrade
Advanced Engineering & Environmental Services, LLC 700-0000-4300 1,942.00 1/25/2024 SCADA upgrade
3,884.00 1/25/2024
Advanced Engineering & Environmental Services, LLC 3,884.00
Aladtec 101-1220-4237 4,274.00 2/1/2024 Aladtec Subscription - Annual
4,274.00 2/1/2024
Aladtec 4,274.00
ALDI 101-1560-4112 46.71 12/18/2023 York Peppermint
46.71 12/18/2023
ALDI 46.71
ALL AMERICAN TITLE COMPANY 700-0000-2020 4.51 1/17/2024 Refund Check 096623-000, 3900 STRATFORD RIDGE
ALL AMERICAN TITLE COMPANY 701-0000-2020 7.77 1/17/2024 Refund Check 096623-000, 3900 STRATFORD RIDGE
ALL AMERICAN TITLE COMPANY 700-0000-2020 0.31 1/17/2024 Refund Check 096623-000, 3900 STRATFORD RIDGE
ALL AMERICAN TITLE COMPANY 720-0000-2020 2.56 1/17/2024 Refund Check 096623-000, 3900 STRATFORD RIDGE
15.15 1/17/2024
AP - Check Detail (2/6/2024)Page 2 of 60
527
Last Name Acct 1 Amount Check Date Description
ALL AMERICAN TITLE COMPANY 15.15
ALLSTREAM 101-1160-4310 564.47 1/18/2024 Phone System Maint 2/18 - 3/17
564.47 1/18/2024
ALLSTREAM 564.47
Amazon 101-1160-4530 34.99 12/18/2023 Replacement wireless mouse for Danielle Washburn
Amazon 101-1120-4110 139.44 12/18/2023 BM Supplies Dixie Perfectouch 12 oz insulated Hot Coffee Cup Lid
Amazon 701-0000-4510 18.72 12/18/2023 MW Clock for PW
Amazon 101-1530-4150 13.57 12/18/2023 Replacement curtain for locker room
Amazon 101-1120-4110 89.99 12/18/2023 Coffee Cups Admin
Amazon 101-1220-4121 118.43 12/18/2023 Table Legs for S Anderson St 2 Tabletop
Amazon 101-1530-4120 495.92 12/18/2023 Bounce House
Amazon 101-1220-4372 346.49 12/18/2023 Training Supplies - Fog Machine for Confined Space
Amazon 101-1600-4130 495.93 12/18/2023 Bounce House
Amazon 101-1120-4110 9.99 12/18/2023 2024 Planner Jodi
Amazon 700-7019-4120 64.85 12/18/2023 JC EWTP Wireless Mouse
Amazon 101-1220-4144 14.39 12/18/2023 Hershey Assorted Flavored Miniature
Amazon 101-1160-4133 3,398.66 12/18/2023 NAS for rapid recovery replication
Amazon 101-1160-4530 49.85 12/18/2023 Repair items for various departments
Amazon 101-1160-4530 23.99 12/18/2023 On Hand Spare keyboard
Amazon 101-1560-4130 36.87 12/18/2023 "LED Fairy Lights Battery Operated Twinkle Lights Leaf Spray 12
Amazon 101-1530-4130 8.88 12/18/2023 pens
Amazon 101-1160-4530 116.37 12/18/2023 Pure Sine Waver Power Inverter Car Adapter Computer Privacy scre
Amazon 101-1160-4530 87.91 12/18/2023 Wireless Computer Mouse Keyboard and Mouse Combo Powe Inverter
Amazon 101-1160-4530 39.90 12/18/2023 Otterbox phone case for Kim Meuwissen
Amazon 101-1120-4110 420.00 12/18/2023 Large cold lamination rolls
Amazon 101-1160-4530 252.84 12/18/2023 Replacement Mitel Handsets - Cordless - Bldg
Amazon 101-1160-4207 11.95 12/18/2023 Televised Sewer Video Access Fee - Oct
Amazon 101-1120-4110 48.21 12/18/2023 keyboard cleaner
Amazon 101-1220-4144 21.94 12/18/2023 Tootsie Roll Charms mini pop hershey miniature
Amazon 700-0000-4510 18.71 12/18/2023 MW Clock for PW
Amazon 101-1320-4156 393.65 12/18/2023 AA Snow Plow Markers
Amazon 700-7019-4120 69.99 12/18/2023 JC EWTP Logitech MX Master 2S Bluetooth Edition Wireless Mouse
Amazon 101-1550-4120 110.09 12/18/2023 CS Slot Shaft Plow Motor
Amazon 101-1120-4110 6.42 12/18/2023 Velcro Adhesive Strips
Amazon 101-1160-4133 1,199.94 12/18/2023 Hard drives for new NAS
Amazon 101-1220-4152 21.25 12/18/2023 Nozzles for Station Hoses
Amazon 101-1120-4110 25.82 12/18/2023 SO AW 2024 Planners
AP - Check Detail (2/6/2024)Page 3 of 60
528
Last Name Acct 1 Amount Check Date Description
Amazon 101-1160-4134 5.85 12/18/2023 network crossover cables
Amazon 101-1560-4130 54.21 12/18/2023 Vase Filler Decorations Floating Beads
Amazon 700-7043-4120 -111.36 12/18/2023 MW WWTP Stainless Steel Socket Head
Amazon 101-1120-4110 18.99 12/18/2023 Painters Tape Rec Center
Amazon 101-1120-4110 15.97 12/18/2023 Document Holder
Amazon 101-1320-4156 387.70 12/18/2023 AA Snow Plow Markers
Amazon 101-1160-4530 8.98 12/18/2023 Phone screen protector for Kim Meuwissen
Amazon 101-1120-4110 26.08 12/18/2023 PW foreman office 2024 Calendars
Amazon 101-1120-4110 24.28 12/18/2023 Replacement Ink Pads Dated Stampers
Amazon 101-1320-4120 35.98 12/18/2023 CS Pressure Switch
Amazon 101-1320-4340 34.95 12/18/2023 AA Snow Plow Route Book Materials
Amazon 720-0000-4240 16.25 12/18/2023 Accidental Transaction #578381
Amazon 101-1320-4120 109.40 12/18/2023 CS Pump Motor
Amazon 101-1530-4150 16.99 12/18/2023 Replacement mop heads
Amazon 101-1160-4530 59.19 12/18/2023 Hardware for Desktop Upgrade
Amazon 101-1160-4530 16.99 12/18/2023 Repair Adapter
Amazon 701-0000-4150 107.99 12/18/2023 GF Disposable Gloves
Amazon 101-1120-4110 16.17 12/18/2023 2024 Planner Priya
Amazon 700-7019-4120 69.99 12/18/2023 JC EWTP APC Back UPS Pro 1500VA
Amazon 101-1220-4152 7.75 12/18/2023 Building First Aid Kit Supplies
Amazon 101-1220-4372 65.33 12/18/2023 Training Prop
Amazon 700-7043-4510 1,465.16 12/18/2023 Replacement cameras for WWTP
Amazon 720-7202-4130 39.14 12/18/2023 Env Commission Trivia Prizes
Amazon 101-1120-4110 62.77 12/18/2023 2024 Planners George Dennis Jenny
Amazon 101-1120-4110 12.28 12/18/2023 Dry Erase Markers Eraser Ari
Amazon 101-1160-4530 129.00 12/18/2023 Replacment Mitel Handset - Cordless - Bldg
10,901.98 12/18/2023
Amazon 101-1530-4530 82.95 1/17/2024 Basketballs for gym
Amazon 101-1160-4133 1,580.00 1/17/2024 spare fiber transceivers
Amazon 101-1120-4110 29.24 1/17/2024 get rid of plant bugs at city hall
Amazon 101-1120-4110 11.99 1/17/2024 Magnets
Amazon 701-0000-4120 7.56 1/17/2024 BM Storage Carrying Bag
Amazon 101-1120-4110 37.41 1/17/2024 AA Coffee Pot Lid Replacement
Amazon 101-1160-4530 97.05 1/17/2024 Back UPS 650 VA Desktop
Amazon 701-0000-4150 3.78 1/17/2024 BM Privacy Screen Protector with Camera lens protector
Amazon 101-1120-4110 17.58 1/17/2024 AAA Batteries Supply Room
Amazon 101-1120-4110 39.98 1/17/2024 Small Whiteboards with Markers LH
Amazon 101-1160-4134 21.99 1/17/2024 Cable pull rods
Amazon 101-1120-4110 51.99 1/17/2024 Certificate Holders Years of Service
Amazon 700-0000-4150 3.78 1/17/2024 BM Privacy Screen Protector with Camera lens protector
Amazon 101-1160-4530 8.86 1/17/2024 iPhone 14 Screen Protectors
AP - Check Detail (2/6/2024)Page 4 of 60
529
Last Name Acct 1 Amount Check Date Description
Amazon 700-0000-4120 37.11 1/17/2024 BM Parts for Locator
Amazon 700-7025-4706 168.99 1/17/2024 Second Monitor for Scada System
Amazon 101-1370-4260 52.38 1/17/2024 CS Hearing Protection
Amazon 701-0000-4140 123.56 1/17/2024 CS Vehicle Light
Amazon 701-0000-4120 32.52 1/17/2024 CS Safety Decal
Amazon 700-7025-4706 158.99 1/17/2024 Second Monitor for Scada System East Water Plant
Amazon 101-1120-4110 27.96 1/17/2024 C Batteries D Batteries
Amazon 700-0000-4120 7.56 1/17/2024 BM Storage Carrying Bag
Amazon 701-0000-4310 3.25 1/17/2024 BM USB Cable
Amazon 101-1220-4121 95.87 1/17/2024 Rug Pad for Area Rug in Dayroom
Amazon 101-1160-4133 2,367.31 1/17/2024 Fiber transceiver public works
Amazon 101-1220-4142 12.86 1/17/2024 Electric Trimmer for AED
Amazon 101-1600-4130 152.40 1/17/2024 Duct Tape Duckies for kids ball pump extension cord
Amazon 101-1530-4130 29.48 1/17/2024 "28 5"" basketballs"
Amazon 101-1600-4130 94.58 1/17/2024 Original Duck Tape Brand Heavy Dute Shipping Packing Tape Bond
Amazon 700-7019-4120 15.68 1/17/2024 JC ASUS USB BT500 Bluetooth Adapter with small design
Amazon 101-1160-4530 80.48 1/17/2024 Replacement ergonomic mice
Amazon 700-0000-4150 52.41 1/17/2024 BM Safety Glasses
Amazon 701-0000-4120 37.11 1/17/2024 BM Parts for Locator
Amazon 700-0000-4120 5.04 1/17/2024 BM Alligator Clip & Clamp
Amazon 101-1120-4110 36.86 1/17/2024 Avery Name Tags and Fruit Fly traps
Amazon 101-1530-4150 20.79 1/17/2024 Sprayers for bottles
Amazon 101-1530-4150 23.99 1/17/2024 Cleaning Spray Bottles
Amazon 101-1220-4142 19.56 1/17/2024 Security Seals for MCI Bags and Elegard
Amazon 701-0000-4150 52.40 1/17/2024 BM Safety Glasses
Amazon 101-1530-4130 48.83 1/17/2024 Ice Packs First Aid
Amazon 101-1120-4110 22.49 1/17/2024 Dishrack
Amazon 101-1160-4133 1,250.00 1/17/2024 HP Aruba switch 2930F spare
Amazon 101-1120-4110 29.94 1/17/2024 Bleach Wipes (8)
Amazon 101-1120-4110 9.95 1/17/2024 Certificate Paper
Amazon 101-1220-4121 220.44 1/17/2024 Area Rug for Day room
Amazon 701-0000-4120 5.04 1/17/2024 BM Alligator Clip & Clamp
Amazon 101-1160-4207 11.95 1/17/2024 Dec Access Fee Televised Sewer Videos
Amazon 101-1120-4110 172.80 1/17/2024 Insights Color Blocks LH
Amazon 700-7043-4120 8.12 1/17/2024 MW WWTP Screw/Bolt kit for Chemical Pumps
Amazon 101-1220-4121 139.99 1/17/2024 Filing Cabinet for Day Room
Amazon 101-1600-4130 13.92 1/17/2024 Big Mo's Toys Clear Plastic Tablecloth Clips
Amazon 700-7043-4510 19.88 1/17/2024 Building Office Monitors
Amazon 700-0000-4150 -5.36 1/17/2024 BM Safety Glasses Refund
Amazon 101-1320-4120 150.10 1/17/2024 CS Snow Plow Lights
Amazon 101-1120-4110 105.78 1/17/2024 Color Blocks for Training LH
Amazon 101-1120-4110 22.99 1/17/2024 Carstock Cards Civic Campus Info
Amazon 101-1160-4133 676.99 1/17/2024 APC battery backup fire station server rack
AP - Check Detail (2/6/2024)Page 5 of 60
530
Last Name Acct 1 Amount Check Date Description
Amazon 701-0000-4150 -5.36 1/17/2024 BM Safety Glasses Refund
Amazon 720-0000-4240 16.25 1/17/2024 Accidental Transaction to be refunded #578381
Amazon 101-1120-4110 12.78 1/17/2024 Bingo Chips
Amazon 700-7019-4120 70.36 1/17/2024 JC Car Charger Adapter Transformers USB
Amazon 700-0000-4310 3.24 1/17/2024 BM USB Cable
8,704.42 1/17/2024
Amazon 19,606.40
American Family Life Assurance Company of Columbus 101-0000-2008 124.80 1/18/2024 AFLAC coverage-December 2023
124.80 1/18/2024
American Family Life Assurance Company of Columbus 101-0000-2008 124.80 2/1/2024 January 2024 coverage
124.80 2/1/2024
American Family Life Assurance Company of Columbus 249.60
American Swedish Institute 101-1560-4342 1,086.65 1/17/2024 ASI trip Admission and Tour fees
1,086.65 1/17/2024
American Swedish Institute 1,086.65
AMERICAN TIRE DISTRIBUTORS INC 101-1250-4140 446.36 1/25/2024 tires
446.36 1/25/2024
AMERICAN TIRE DISTRIBUTORS INC 446.36
ANDERSON DAISY 101-1220-4240 200.00 1/17/2024 Streicher Boots
200.00 1/17/2024
ANDERSON DAISY 200.00
AP - Check Detail (2/6/2024)Page 6 of 60
531
Last Name Acct 1 Amount Check Date Description
Anderson Steve 101-1220-4121 89.48 1/17/2024 Fixtures
89.48 1/17/2024
Anderson Steve 89.48
Apple.com 101-1220-4310 0.99 1/17/2024 Apple Storage
Apple.com 101-1220-4310 0.99 1/17/2024 Apple Storage
1.98 1/17/2024
Apple.com 1.98
ARAMARK Refreshment Services, LLC 101-1120-4110 459.81 1/25/2024 Coffee- City Hall
ARAMARK Refreshment Services, LLC 101-1120-4110 76.76 1/25/2024 Water Filter Public Works
ARAMARK Refreshment Services, LLC 101-1120-4110 313.77 1/25/2024 Coffee- Public Works
ARAMARK Refreshment Services, LLC 101-1120-4110 106.33 1/25/2024 Coffee- CFD
956.67 1/25/2024
ARAMARK Refreshment Services, LLC 956.67
ASPEN MILLS 101-1220-4240 61.11 2/1/2024 Hines & Bolger Name tags
ASPEN MILLS 101-1220-4240 77.10 2/1/2024 Andrew Heger Uniforms
138.21 2/1/2024
ASPEN MILLS 138.21
AYDT TRUST WILBUR & MILDRED 720-0000-2020 10.64 1/17/2024 Refund Check 007049-000, 515 DEL RIO DRIVE
AYDT TRUST WILBUR & MILDRED 700-0000-2020 4.42 1/17/2024 Refund Check 007049-000, 515 DEL RIO DRIVE
AYDT TRUST WILBUR & MILDRED 700-0000-2020 1.30 1/17/2024 Refund Check 007049-000, 515 DEL RIO DRIVE
AYDT TRUST WILBUR & MILDRED 701-0000-2020 10.61 1/17/2024 Refund Check 007049-000, 515 DEL RIO DRIVE
26.97 1/17/2024
AYDT TRUST WILBUR & MILDRED 26.97
AP - Check Detail (2/6/2024)Page 7 of 60
532
Last Name Acct 1 Amount Check Date Description
Barr Engineering Company 700-7025-4300 825.00 1/18/2024 #23-05 2023 Well Rehab #10 & #12
825.00 1/18/2024
Barr Engineering Company 825.00
Batteries Plus 101-1160-4530 95.48 12/18/2023 Replacement Batteries - APC UPS Units
95.48 12/18/2023
Batteries Plus 95.48
BENEFIT EXTRAS INC 101-1120-4351 945.00 1/18/2024 Monthly Participation Fee/Renewal Processing Fee
BENEFIT EXTRAS INC 101-0000-2012 166.00 1/18/2024 Cobra fees
BENEFIT EXTRAS INC 101-1120-4351 165.00 1/18/2024 Monthly participation fees
1,276.00 1/18/2024
BENEFIT EXTRAS INC 1,276.00
Berne Apparel 101-1320-4240 83.99 12/18/2023 BM Insulated Bib Overall for Pete Storms
83.99 12/18/2023
Berne Apparel 83.99
Best Buy 101-1160-4530 232.21 12/18/2023 Replacement Keyboard & Mouse Ergo
232.21 12/18/2023
Best Buy 232.21
Bitly, Inc 101-1125-4229 35.00 12/18/2023 Online subscription for short URLs
35.00 12/18/2023
Bitly, Inc 101-1125-4229 35.00 1/17/2024 Online subscription for short URLs
AP - Check Detail (2/6/2024)Page 8 of 60
533
Last Name Acct 1 Amount Check Date Description
35.00 1/17/2024
Bitly, Inc 70.00
Bohn Well Drilling Co 101-1250-3316 530.13 1/18/2024 Permit Refund - 2022-04222 - 3650 Arboretum Blvd
530.13 1/18/2024
Bohn Well Drilling Co 530.13
BOLTON & MENK INC 720-6051-4300 99.12 1/18/2024 2023 Street Rehabilitation @ 12%
BOLTON & MENK INC 601-6051-4300 602.98 1/18/2024 2023 Street Rehabilitation @ 73%
BOLTON & MENK INC 700-6051-4300 90.86 1/18/2024 2023 Street Rehabilitation @ 11%
BOLTON & MENK INC 701-6051-4300 33.04 1/18/2024 2023 Street Rehabilitation @ 4%
826.00 1/18/2024
BOLTON & MENK INC 826.00
BOUND TREE MEDICAL LLC 101-1220-4142 474.89 1/25/2024 Naloxone Nasal Spray
474.89 1/25/2024
BOUND TREE MEDICAL LLC 101-1220-4142 492.56 2/1/2024 Medical Supplies
492.56 2/1/2024
BOUND TREE MEDICAL LLC 967.45
BRADY SCOTT & LISA 701-0000-2020 6.62 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
BRADY SCOTT & LISA 700-0000-2020 29.55 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
BRADY SCOTT & LISA 700-0000-2020 6.80 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
BRADY SCOTT & LISA 701-0000-2020 45.25 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
88.22 1/17/2024
AP - Check Detail (2/6/2024)Page 9 of 60
534
Last Name Acct 1 Amount Check Date Description
BRADY SCOTT & LISA 88.22
BRAUN INTERTEC CORPORATION 414-4011-4303 153.75 2/1/2024 Civic Campus
BRAUN INTERTEC CORPORATION 414-4010-4303 153.75 2/1/2024 Civic Campus
307.50 2/1/2024
BRAUN INTERTEC CORPORATION 307.50
Broadway Across America 101-1560-4342 4,032.00 1/17/2024 Lion King tickets for Chanhassen and Chaska
4,032.00 1/17/2024
Broadway Across America 4,032.00
BROADWAY AWARDS 101-1120-4110 57.40 1/18/2024 Magnet Nametags: RJ JM DEL SO
57.40 1/18/2024
BROADWAY AWARDS 57.40
BURNET TITLE 701-0000-2020 23.53 1/17/2024 Refund Check 102229-000, 6946 HIGHOVER COURT NO
BURNET TITLE 700-0000-2020 1.26 1/17/2024 Refund Check 102229-000, 6946 HIGHOVER COURT NO
BURNET TITLE 720-0000-2020 10.29 1/17/2024 Refund Check 102229-000, 6946 HIGHOVER COURT NO
BURNET TITLE 700-0000-2020 15.27 1/17/2024 Refund Check 102229-000, 6946 HIGHOVER COURT NO
50.35 1/17/2024
BURNET TITLE 50.35
CAMPBELL KNUTSON 101-1140-4302 12,687.23 1/18/2024 Legal Services-December 2023
12,687.23 1/18/2024
CAMPBELL KNUTSON 12,687.23
CAMPION BARROW & ASSOCIATES 101-1220-4352 2,300.00 2/1/2024 Fitness for Duty Evaluation
AP - Check Detail (2/6/2024)Page 10 of 60
535
Last Name Acct 1 Amount Check Date Description
CAMPION BARROW & ASSOCIATES 101-1220-4352 455.00 2/1/2024 Fire Service Testing
2,755.00 2/1/2024
CAMPION BARROW & ASSOCIATES 2,755.00
Caribou Coffee 101-1123-4372 12.19 1/17/2024 SW Transit Coffee with Len and Rachel J
Caribou Coffee 101-1123-4372 4.28 1/17/2024 Tanya from ISG
16.47 1/17/2024
Caribou Coffee 16.47
Carver County 720-7205-4577 37,191.66 1/25/2024 AIS payment to Carver County
37,191.66 1/25/2024
Carver County 37,191.66
Carver County Environmental Center 101-1550-4329 74.40 1/17/2024 GB Recycle Processing
74.40 1/17/2024
Carver County Environmental Center 74.40
CARVER COUNTY LICENSE CENTER 400-0000-4705 1,086.15 1/31/2024 License and Registration 001C
1,086.15 1/31/2024
CARVER COUNTY LICENSE CENTER 1,086.15
CCP NI MASTER TENANT 4 LLC 700-0000-4320 32.44 2/1/2024 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1120-1193 35.16 2/1/2024 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1540-4320 103.28 2/1/2024 Electric Charges
CCP NI MASTER TENANT 4 LLC 701-0000-4320 375.20 2/1/2024 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1550-4320 110.04 2/1/2024 Electric Charges
CCP NI MASTER TENANT 4 LLC 700-7019-4320 513.59 2/1/2024 Electric Charges
CCP NI MASTER TENANT 4 LLC 101-1350-4320 917.96 2/1/2024 Electric Charges
AP - Check Detail (2/6/2024)Page 11 of 60
536
Last Name Acct 1 Amount Check Date Description
CCP NI MASTER TENANT 4 LLC 101-1600-4320 8.43 2/1/2024 Electric Charges
2,096.10 2/1/2024
CCP NI MASTER TENANT 4 LLC 2,096.10
CDW Government 101-1160-4131 3,438.36 12/18/2023 Microsoft Surface Pro Tablets - Jacob Casebeer and Mike Wegner
CDW Government 101-1160-4131 470.88 12/18/2023 Microsoft Surface Pro Tablet Accessories - Jacob Casebeer and Mi
3,909.24 12/18/2023
CDW Government 101-1160-4131 3,505.23 1/17/2024 Getac Tablet for Building Dept
3,505.23 1/17/2024
CDW Government 7,414.47
CDW GOVERNMENT LLC 101-1160-4131 12,219.00 1/18/2024 Getac Tablets - Fire Dept
12,219.00 1/18/2024
CDW GOVERNMENT LLC 101-1160-4131 15,118.92 2/1/2024 Getac Tablet PC's - Building Dept
CDW GOVERNMENT LLC 101-1160-4131 1,380.00 2/1/2024 Office Docks - Bldg Dept Tablets
16,498.92 2/1/2024
CDW GOVERNMENT LLC 28,717.92
CENTERPOINT ENERGY MINNEGASCO 700-7019-4321 506.22 1/18/2024 Gas Charges
CENTERPOINT ENERGY MINNEGASCO 701-0000-4321 250.50 1/18/2024 Gas Charges
CENTERPOINT ENERGY MINNEGASCO 700-0000-4321 250.50 1/18/2024 Gas Charges
CENTERPOINT ENERGY MINNEGASCO 101-1312-4321 2,004.04 1/18/2024 Gas Charges
3,011.26 1/18/2024
CENTERPOINT ENERGY MINNEGASCO 101-1220-4321 740.33 2/1/2024 Gas Charges
CENTERPOINT ENERGY MINNEGASCO 101-1530-4321 152.79 2/1/2024 Gas Charges
CENTERPOINT ENERGY MINNEGASCO 101-1170-4321 93.78 2/1/2024 Gas Charges
AP - Check Detail (2/6/2024)Page 12 of 60
537
Last Name Acct 1 Amount Check Date Description
986.90 2/1/2024
CENTERPOINT ENERGY MINNEGASCO 3,998.16
CenturyLink 700-7043-4310 60.52 1/25/2024 Telephone & Communication Charges
60.52 1/25/2024
CENTURYLINK 101-1120-4310 49.34 2/1/2024 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 15.51 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1190-4310 123.64 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1540-4310 61.82 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1170-4310 822.23 2/1/2024 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 6.17 2/1/2024 Telephone & Communication Charges
CENTURYLINK 700-7019-4310 215.69 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1160-4325 250.77 2/1/2024 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 15.52 2/1/2024 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 6.17 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1550-4310 30.84 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1160-4325 125.77 2/1/2024 Telephone & Communication Charges
CENTURYLINK 101-1350-4310 30.84 2/1/2024 Telephone & Communication Charges
1,754.31 2/1/2024
CENTURYLINK 1,814.83
Chanhassen Service Center 700-0000-4140 21.50 12/18/2023 CS Duplicate Title Filing Fee
Chanhassen Service Center 700-0000-4140 0.46 12/18/2023 CS Service Fee for Duplicate Title
21.96 12/18/2023
Chanhassen Service Center 21.96
Charles Cudd Company 101-0000-2033 2,480.00 1/25/2024 Overpayment - 2023-03595 - 9194 Mills Dr
2,480.00 1/25/2024
AP - Check Detail (2/6/2024)Page 13 of 60
538
Last Name Acct 1 Amount Check Date Description
Charles Cudd Company 2,480.00
Chaska Event Center 101-1120-4371 900.00 1/17/2024 Employee Holiday Training facility rental deposit
900.00 1/17/2024
Chaska Event Center 900.00
Chick-Fil-A 101-1110-4372 262.34 1/17/2024 11 27 23 Council Meal Chick fil A
262.34 1/17/2024
Chick-Fil-A 262.34
City of Chanhassen 101-1530-4130 -1.00 1/17/2024 refunded trial receipt
City of Chanhassen 101-1530-4130 1.00 1/17/2024 Trial receipt
0.00 1/17/2024
City of Chanhassen 0.00
CITY OF EDEN PRAIRIE 101-1220-4360 2,000.00 1/18/2024 2024 WAFTA dues
2,000.00 1/18/2024
CITY OF EDEN PRAIRIE 2,000.00
City of St. Paul 101-1320-4157 311.82 1/18/2024 pothole patching
311.82 1/18/2024
City of St. Paul 311.82
Cleaning Solutions Services 700-0000-4511 62.10 1/18/2024 Cleaning Services-December 2023
Cleaning Solutions Services 701-0000-4511 62.10 1/18/2024 Cleaning Services-December 2023
Cleaning Solutions Services 101-1312-4511 496.80 1/18/2024 Cleaning Services-December 2023
AP - Check Detail (2/6/2024)Page 14 of 60
539
Last Name Acct 1 Amount Check Date Description
621.00 1/18/2024
Cleaning Solutions Services 621.00
ClearGov Inc 101-1160-4228 25,302.50 1/18/2024 Renewal 2024
25,302.50 1/18/2024
ClearGov Inc 25,302.50
Colliers Funding, LLC 480-0000-4804 121,248.74 1/24/2024 TIF #11 Pay-go Note-Venue Project
121,248.74 1/24/2024
Colliers Funding, LLC 121,248.74
Colonial Life & Accident Insurance Co 101-0000-2008 37.20 2/1/2024 Premium-January 2024
Colonial Life & Accident Insurance Co 701-0000-2008 15.30 2/1/2024 Premium-January 2024
Colonial Life & Accident Insurance Co 700-0000-2008 75.96 2/1/2024 Premium-January 2024
128.46 2/1/2024
Colonial Life & Accident Insurance Co 128.46
Compass Minerals America, Inc 101-1320-4156 4,501.80 1/18/2024 salt for plowing
4,501.80 1/18/2024
Compass Minerals America, Inc 101-1320-4156 2,914.41 1/25/2024 salt for plowing
Compass Minerals America, Inc 101-1320-4156 10,088.28 1/25/2024 Haul in salt
13,002.69 1/25/2024
Compass Minerals America, Inc 101-1320-4156 4,379.27 2/1/2024 Road Salt
4,379.27 2/1/2024
AP - Check Detail (2/6/2024)Page 15 of 60
540
Last Name Acct 1 Amount Check Date Description
Compass Minerals America, Inc 21,883.76
COMPUTER INTEGRATION TECHN.101-1160-4211 465.40 2/1/2024 Datto O365 Monthly Backup Service - Feb
COMPUTER INTEGRATION TECHN.101-1160-4211 105.20 2/1/2024 MS Add On Licenses Monthy - Jan
570.60 2/1/2024
COMPUTER INTEGRATION TECHN. 570.60
Core & Main LP 700-7043-4160 905.12 12/18/2023 MW WWTP Fluoride Reagent Solution Orthophosphate Chemkey Ammo
Core & Main LP 700-0000-4260 431.24 12/18/2023 JC Pipeline Sectional Gate Valve Wrench Kit
1,336.36 12/18/2023
Core & Main LP 1,336.36
Costco Wholesale 101-1120-4372 129.45 12/18/2023 Eggs Bananas Butter pancake mix Orange Juice
129.45 12/18/2023
Costco Wholesale 101-1800-4130 25.78 1/17/2024 End of session treat
25.78 1/17/2024
Costco Wholesale 155.23
Craig Rapp LLC 101-1120-4360 3,000.00 1/18/2024 Compass Peer Group Unmacht Hokkanen
3,000.00 1/18/2024
Craig Rapp LLC 101-1120-4370 675.00 2/1/2024 Public Safety leadership seminar/Late Fee per MN Statute 471.425
Craig Rapp LLC 101-1120-4359 20.26 2/1/2024 Public Safety leadership seminar/Late Fee per MN Statute 471.425
695.26 2/1/2024
Craig Rapp LLC 3,695.26
Crisp & Green 101-1123-4381 16.20 12/18/2023 Lunch with Stacy from SEH
AP - Check Detail (2/6/2024)Page 16 of 60
541
Last Name Acct 1 Amount Check Date Description
16.20 12/18/2023
Crisp & Green 16.20
Crooked Pint 101-1120-4372 587.88 1/17/2024 Employee holiday training event
587.88 1/17/2024
Crooked Pint 587.88
Cub Foods 101-1560-4112 103.50 12/18/2023 Octoberfest beverages ice dessert
Cub Foods 101-1614-4126 79.60 12/18/2023 Apple Juice
Cub Foods 701-0000-4372 63.21 12/18/2023 CB Refreshments for Multi Jurisdiction Meeting for Arc Flash Tra
Cub Foods 101-1320-4372 87.02 12/18/2023 CB Snow Plow Meeting Breakfast
333.33 12/18/2023
Cub Foods 101-1320-4150 16.29 1/17/2024 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray
Cub Foods 101-1550-4150 16.30 1/17/2024 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray
Cub Foods 101-1320-4120 33.36 1/17/2024 CS Water to Mix with Antifreeze
Cub Foods 701-0000-4150 16.29 1/17/2024 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray
Cub Foods 101-1560-4112 22.96 1/17/2024 Coffee with the Cops treats
Cub Foods 700-0000-4150 16.30 1/17/2024 BM Danish Coffee Donuts String Cheese Fruit Dip Fruit Tray
121.50 1/17/2024
Cub Foods 454.83
Customized Fire Rescue Training Inc 101-1220-4370 5,175.00 1/18/2024 Fire Academy Invoices for Murphree Brandt and Ryan
5,175.00 1/18/2024
Customized Fire Rescue Training Inc 5,175.00
Dairy Queen 700-0000-4381 3.76 12/18/2023 MD Dinner at CDL Training
Dairy Queen 701-0000-4381 3.76 12/18/2023 MD Dinner at CDL Training
AP - Check Detail (2/6/2024)Page 17 of 60
542
Last Name Acct 1 Amount Check Date Description
7.52 12/18/2023
Dairy Queen 7.52
Danial Reem 101-1539-4343 340.20 1/18/2024 Zumba class 4241.124
340.20 1/18/2024
Danial Reem 340.20
Days Inn 700-0000-4381 198.68 12/18/2023 MD Lodging for CDL Training
Days Inn 701-0000-4381 198.67 12/18/2023 MD Lodging for CDL Training
397.35 12/18/2023
Days Inn 700-0000-4381 160.00 1/17/2024 JC CDL Training Hotel for Brett McLellan
Days Inn 701-0000-4381 160.00 1/17/2024 JC CDL Training Hotel for Brett McLellan
320.00 1/17/2024
Days Inn 717.35
DELEGARD TOOL COMPANY 101-1370-4260 200.22 1/18/2024 tools
200.22 1/18/2024
DELEGARD TOOL COMPANY 200.22
Dell 101-1160-4131 2,100.00 12/18/2023 Latitude 3540 Laptops for Gary Berg and Adam Beers
Dell 101-1160-4131 312.00 12/18/2023 Dell Docks for Gary Berg and Adam Beers
2,412.00 12/18/2023
Dell 101-1160-4131 218.00 1/17/2024 Dock for Engineering Dept
Dell 101-1160-4131 1,560.00 1/17/2024 Engineering Laptop Upgrade
Dell 101-1160-4131 5,250.00 1/17/2024 Upgrade Desktop's for Shop and Conference Rooms
AP - Check Detail (2/6/2024)Page 18 of 60
543
Last Name Acct 1 Amount Check Date Description
7,028.00 1/17/2024
Dell 9,440.00
Delta Airlines 101-1130-4381 617.80 12/18/2023 Airfare-GFOA Annual Conf-K Grinnell
617.80 12/18/2023
Delta Airlines 617.80
DENALI CUSTOM HOMES INC 101-0000-2072 2,500.00 1/18/2024 7590 Dogwood Rd - Receipt #00520119 As Built Escrow
2,500.00 1/18/2024
DENALI CUSTOM HOMES INC 2,500.00
DiMaggio Samantha 101-1123-4380 36.03 1/24/2024 EDAM Holiday Networking Mileage
36.03 1/24/2024
DiMaggio Samantha 36.03
Dollar Tree Stores Inc 101-1560-4130 36.52 1/17/2024 Centerpiece craft supplies
36.52 1/17/2024
Dollar Tree Stores Inc 36.52
Domino's Pizza 101-1120-4372 228.32 12/18/2023 Lunch for flu shot recipients
Domino's Pizza 101-1614-4126 161.78 12/18/2023 Halloween Party supplies (pizza for volunteers)
390.10 12/18/2023
Domino's Pizza 101-1807-4130 123.52 1/17/2024 Pizza for Kids Night
123.52 1/17/2024
AP - Check Detail (2/6/2024)Page 19 of 60
544
Last Name Acct 1 Amount Check Date Description
Domino's Pizza 513.62
Dultmeier Sales LLC 101-1550-4120 235.61 1/18/2024 sprayer parts
235.61 1/18/2024
Dultmeier Sales LLC 235.61
Earl F Andersen Inc 101-1320-4120 246.45 1/25/2024 flasher for barricades
246.45 1/25/2024
Earl F Andersen Inc 246.45
Economic Development Assn of MN 101-1123-4370 40.00 12/18/2023 EDAM Holiday Event
40.00 12/18/2023
Economic Development Assn of MN 40.00
Edina Heating & Cooling Inc 101-1190-4510 300.00 1/18/2024 Weekly Boiler Maintenance 1.3.24
Edina Heating & Cooling Inc 101-1220-4510 789.00 1/18/2024 Hanging Heater Repair @ Fire Station Garage
Edina Heating & Cooling Inc 101-1312-4510 1,770.00 1/18/2024 replace boiler#2 pump assembly
2,859.00 1/18/2024
Edina Heating & Cooling Inc 101-1190-4510 300.00 1/25/2024 Weekly Boiler Maint. 12.28.23
Edina Heating & Cooling Inc 101-1190-4510 300.00 1/25/2024 Weekly Boiler Maint. 12.20.23
Edina Heating & Cooling Inc 101-1190-4510 300.00 1/25/2024 Weekly Boiler Maint. 12.13.23
900.00 1/25/2024
Edina Heating & Cooling Inc 3,759.00
EDINA REALTY TITLE 700-0000-2020 6.88 1/17/2024 Refund Check 096260-000, 8604 LAKE RILEY DRIVE
EDINA REALTY TITLE 701-0000-2020 10.60 1/17/2024 Refund Check 096260-000, 8604 LAKE RILEY DRIVE
EDINA REALTY TITLE 701-0000-2020 25.83 1/17/2024 Refund Check 015533-000, 7758 SNAPDRAGON DRIVE
EDINA REALTY TITLE 720-0000-2020 2.68 1/17/2024 Refund Check 096260-000, 8604 LAKE RILEY DRIVE
AP - Check Detail (2/6/2024)Page 20 of 60
545
Last Name Acct 1 Amount Check Date Description
EDINA REALTY TITLE 700-0000-2020 0.57 1/17/2024 Refund Check 096260-000, 8604 LAKE RILEY DRIVE
EDINA REALTY TITLE 720-0000-2020 2.04 1/17/2024 Refund Check 015533-000, 7758 SNAPDRAGON DRIVE
EDINA REALTY TITLE 700-0000-2020 20.21 1/17/2024 Refund Check 015533-000, 7758 SNAPDRAGON DRIVE
EDINA REALTY TITLE 700-0000-2020 1.44 1/17/2024 Refund Check 015533-000, 7758 SNAPDRAGON DRIVE
70.25 1/17/2024
EDINA REALTY TITLE 70.25
EGAN COMPANY 700-7043-4510 1,523.55 2/1/2024 heat exchanger maint. boilers
1,523.55 2/1/2024
EGAN COMPANY 1,523.55
EHLERS & ASSOCIATES INC 101-0000-2076 780.00 1/25/2024 Redevelopment Project Expense - Roer Redevelopment
780.00 1/25/2024
EHLERS & ASSOCIATES INC 780.00
Engel Water Testing Inc 700-0000-4300 750.00 1/18/2024 December 2023 water samples
750.00 1/18/2024
Engel Water Testing Inc 750.00
Esch Construction Supply, Inc 701-0000-4120 137.00 1/17/2024 BM Safety Equipment Pipe Saw Helmet Concrete Dust Abatement
Esch Construction Supply, Inc 700-0000-4120 137.00 1/17/2024 BM Safety Equipment Pipe Saw Helmet Concrete Dust Abatement
274.00 1/17/2024
Esch Construction Supply, Inc 274.00
ESRI 101-1311-4370 1,702.00 1/17/2024 ESRI Course Building Web Apps with ArcGIS Experience Builder
1,702.00 1/17/2024
AP - Check Detail (2/6/2024)Page 21 of 60
546
Last Name Acct 1 Amount Check Date Description
ESRI 1,702.00
Etsy 101-1120-4372 5.68 1/17/2024 BINGO game
5.68 1/17/2024
Etsy 5.68
Facebook 101-1614-4340 1.92 12/18/2023 Facebook Advertising for Halloween Party
Facebook 101-1530-4375 15.62 12/18/2023 Facebook Advertising for the Rec Center
Facebook 101-1614-4340 9.38 12/18/2023 Facebook Advertising for the Halloween Party
Facebook 101-1614-4340 8.70 12/18/2023 Facebook Advertising for Halloween Party
35.62 12/18/2023
Facebook 101-1530-4375 25.00 1/17/2024 Facebook Advertising for Rec Center Programs
Facebook 101-1530-4375 25.00 1/17/2024 Facebook Advertising for Rec Center Programs
Facebook 101-1530-4375 4.38 1/17/2024 Facebook Advertising for Rec Center Programs
54.38 1/17/2024
Facebook 90.00
Fastenal Company 701-0000-4150 60.45 12/18/2023 JG Bolts for LS10
Fastenal Company 701-0000-4150 80.68 12/18/2023 JG Bolts & Washers LS10
141.13 12/18/2023
FASTENAL COMPANY 101-1320-4120 510.00 1/18/2024 saw blades
510.00 1/18/2024
FASTENAL COMPANY 101-1320-4150 7.05 2/1/2024 supplies
7.05 2/1/2024
FASTENAL COMPANY 658.18
Ferguson Waterworks #2518 700-0000-4550 250.57 2/1/2024 water supplies
AP - Check Detail (2/6/2024)Page 22 of 60
547
Last Name Acct 1 Amount Check Date Description
250.57 2/1/2024
Ferguson Waterworks #2518 250.57
Fidelity Security Life 701-0000-2007 9.11 2/1/2024 Vision insurance-February 2024
Fidelity Security Life 720-0000-2007 6.63 2/1/2024 Vision insurance-February 2024
Fidelity Security Life 101-0000-2007 300.26 2/1/2024 Vision insurance-February 2024
Fidelity Security Life 700-0000-2007 15.75 2/1/2024 Vision insurance-February 2024
331.75 2/1/2024
Fidelity Security Life 331.75
FLEX TITLE COMPANY LLC 700-0000-2020 2.96 1/17/2024 Refund Check 096691-000, 8468 POWERS PLACE
FLEX TITLE COMPANY LLC 720-0000-2020 0.70 1/17/2024 Refund Check 096691-000, 8468 POWERS PLACE
FLEX TITLE COMPANY LLC 700-0000-2020 0.39 1/17/2024 Refund Check 096691-000, 8468 POWERS PLACE
FLEX TITLE COMPANY LLC 701-0000-2020 4.94 1/17/2024 Refund Check 096691-000, 8468 POWERS PLACE
8.99 1/17/2024
FLEX TITLE COMPANY LLC 8.99
FlippingBook 101-1125-4229 1,070.00 1/17/2024 Annual fee for digital book publisher for website
1,070.00 1/17/2024
FlippingBook 1,070.00
FTD 101-1120-4300 70.53 1/17/2024 Flowers for Colleen Martino's fathers wake
FTD 101-1120-4300 39.99 1/17/2024 FTD Plus Membership
FTD 101-1120-4300 119.21 1/17/2024 Flowers for Amy Weidman
229.73 1/17/2024
FTD 229.73
Fusion Learning Partners 101-1160-4370 575.00 1/17/2024 Matt government IT symposium
AP - Check Detail (2/6/2024)Page 23 of 60
548
Last Name Acct 1 Amount Check Date Description
Fusion Learning Partners 101-1160-4370 575.00 1/17/2024 Conference Fee MN Gov IT Symposium Rice
1,150.00 1/17/2024
Fusion Learning Partners 1,150.00
Gertens 101-1320-4150 556.20 1/17/2024 RL Holiday Lights Downtown Corridor
556.20 1/17/2024
Gertens 556.20
Global Music Rights 101-1530-4125 850.00 1/17/2024 Broadcast Music Rights
850.00 1/17/2024
Global Music Rights 850.00
Glowing Hearth & Home 101-1250-3305 91.00 1/18/2024 Cancelled Job - Permit 2023-03481 - 9961 Deerbrook Dr
91.00 1/18/2024
Glowing Hearth & Home 91.00
GOPHER STATE ONE-CALL INC 700-0000-4300 109.35 1/18/2024 Utility locates-December 2023
GOPHER STATE ONE-CALL INC 701-0000-4300 109.35 1/18/2024 Utility locates-December 2023
218.70 1/18/2024
GOPHER STATE ONE-CALL INC 218.70
Government Social Media, LLC 101-1125-4370 849.00 12/18/2023 Government Social Media Conference
849.00 12/18/2023
Government Social Media, LLC 849.00
AP - Check Detail (2/6/2024)Page 24 of 60
549
Last Name Acct 1 Amount Check Date Description
Grainger 700-7043-4160 89.51 12/18/2023 "JC WWTP Spring Check Valve PVC 1/2"" Socket"
Grainger 701-0000-4260 25.78 12/18/2023 JJ Voltmeter
Grainger 700-0000-4260 25.78 12/18/2023 JJ Voltmeter
141.07 12/18/2023
Grainger 141.07
Granite Ledge Electric 101-1350-4320 1,835.59 1/25/2024 Electric Charges
1,835.59 1/25/2024
Granite Ledge Electric 1,835.59
Green Mill 101-1220-4381 60.00 12/18/2023 food for fire personnel at Fire Chiefs Conference $50 perdiem us
60.00 12/18/2023
Green Mill 60.00
Guard Guys, LLC 700-0000-4300 130.75 1/18/2024 Drug/Alcohol Screening
Guard Guys, LLC 101-1320-4300 261.50 1/18/2024 Drug/Alcohol Screening
Guard Guys, LLC 101-1550-4300 130.75 1/18/2024 Drug/Alcohol Screening
523.00 1/18/2024
Guard Guys, LLC 101-1120-4300 500.00 2/1/2024 Annual TPA Membership
500.00 2/1/2024
Guard Guys, LLC 1,023.00
H & L Mesabi 101-1320-4120 1,335.00 1/18/2024 plow edge
1,335.00 1/18/2024
H & L Mesabi 1,335.00
AP - Check Detail (2/6/2024)Page 25 of 60
550
Last Name Acct 1 Amount Check Date Description
Haix 101-1220-4240 115.95 12/18/2023 Boots for Ana
115.95 12/18/2023
Haix 115.95
HANSEN THORP PELLINEN OLSON 701-7025-4300 427.50 1/25/2024 Lift Station #3 Forcemain Replacement
HANSEN THORP PELLINEN OLSON 400-0000-1155 5,671.50 1/25/2024 Xcel Service Center
HANSEN THORP PELLINEN OLSON 400-0000-1155 3,676.50 1/25/2024 Audubon Business Park
9,775.50 1/25/2024
HANSEN THORP PELLINEN OLSON 9,775.50
Hargrove Joshua 101-1550-4381 15.00 1/31/2024 Northern Green Expo training (parking). Reimbursement
15.00 1/31/2024
Hargrove Joshua 15.00
HAWKINS CHEMICAL 700-7043-4160 60.00 2/1/2024 1 ton chlorine cylinder
60.00 2/1/2024
HAWKINS CHEMICAL 60.00
HealthPartners, Inc.101-0000-2012 1,461.66 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.700-0000-2013 387.17 1/18/2024 Dental Insurance-January 2024
HealthPartners, Inc.700-0000-2012 4,566.22 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.701-0000-2012 1,827.06 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.701-0000-2012 2,739.74 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.101-0000-2013 3,598.24 1/18/2024 Dental Insurance-January 2024
HealthPartners, Inc.101-0000-2012 30,634.50 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.101-0000-2013 136.66 1/18/2024 Dental Insurance-January 2024
HealthPartners, Inc.701-0000-2013 341.63 1/18/2024 Dental Insurance-January 2024
HealthPartners, Inc.101-0000-2012 1,826.49 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.101-0000-2012 40,233.05 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.720-0000-2012 1,461.66 1/18/2024 Health Insurance-January 2024
HealthPartners, Inc.720-0000-2013 91.08 1/18/2024 Dental Insurance-January 2024
AP - Check Detail (2/6/2024)Page 26 of 60
551
Last Name Acct 1 Amount Check Date Description
HealthPartners, Inc.700-0000-2012 2,557.92 1/18/2024 Health Insurance-January 2024
91,863.08 1/18/2024
HealthPartners, Inc.701-0000-2013 341.63 1/25/2024 Dental Insurance-February 2024
HealthPartners, Inc.700-0000-2013 387.17 1/25/2024 Dental Insurance-February 2024
HealthPartners, Inc.101-0000-2013 136.66 1/25/2024 Dental Insurance-February 2024
HealthPartners, Inc.101-0000-2013 3,825.96 1/25/2024 Dental Insurance-February 2024
HealthPartners, Inc.720-0000-2012 1,461.66 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.700-0000-2012 4,566.22 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.701-0000-2012 2,739.74 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.101-0000-2012 1,461.66 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.101-0000-2012 42,009.27 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.101-0000-2012 28,502.37 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.701-0000-2012 1,827.06 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.101-0000-2012 1,826.49 1/25/2024 Health Insurance-February 2024
HealthPartners, Inc.720-0000-2013 91.08 1/25/2024 Dental Insurance-February 2024
HealthPartners, Inc.700-0000-2012 2,557.92 1/25/2024 Health Insurance-February 2024
91,734.89 1/25/2024
HealthPartners, Inc. 183,597.97
Helmick Jennifer & Mike 720-7025-4706 4,492.00 1/25/2024 Reimbursement for fence
4,492.00 1/25/2024
Helmick Jennifer & Mike 4,492.00
Hodges Badge Company 101-1806-4130 953.06 1/17/2024 Medals for Rec Sports
Hodges Badge Company 101-1807-4130 317.69 1/17/2024 Medals for Rec Sports
1,270.75 1/17/2024
Hodges Badge Company 1,270.75
HOISINGTON KOEGLER GROUP 414-4010-4300 9,321.38 2/1/2024 Civic Campus Improvements-December 2023
HOISINGTON KOEGLER GROUP 410-4410-4300 4,932.00 2/1/2024 Lake Ann Park Preserve-December 2023
HOISINGTON KOEGLER GROUP 101-1420-4300 2,147.50 2/1/2024 downtown design guidelines consulting
HOISINGTON KOEGLER GROUP 414-4011-4300 9,321.38 2/1/2024 Civic Campus Improvements-December 2023
AP - Check Detail (2/6/2024)Page 27 of 60
552
Last Name Acct 1 Amount Check Date Description
25,722.26 2/1/2024
HOISINGTON KOEGLER GROUP 25,722.26
Holton Electric Contractors LLC 701-0000-4551 736.09 1/18/2024 LS #24
736.09 1/18/2024
Holton Electric Contractors LLC 736.09
Home Depot 101-1170-4510 65.09 12/18/2023 roof repairs
Home Depot 700-0000-4260 32.47 12/18/2023 MD Tools for Truck
Home Depot 700-0000-4150 34.07 12/18/2023 BM Replacement for Residents Landscape Decor LS27
Home Depot 101-1550-4150 253.32 12/18/2023 GB Tube Sand (Restock)
Home Depot 701-0000-4260 32.46 12/18/2023 MD Tools for Truck
Home Depot 701-0000-4150 125.32 12/18/2023 GF Concrete Pad for LS10
Home Depot 101-1550-4260 98.89 12/18/2023 GB Fish Tape & Dish (Replacement)
Home Depot 720-7207-4150 112.96 12/18/2023 JG Catch Basin Drain Grate Riser Pipe Sewer/Drain Wye Catch
754.58 12/18/2023
Home Depot 101-1550-4510 75.10 1/17/2024 GB Door Repair Rec Center Warming House
Home Depot 101-1550-4120 114.57 1/17/2024 GB Plow Flags (Restock) Fire Pit (Repair)
Home Depot 700-0000-4550 223.52 1/17/2024 JG Curbstop Repairs
Home Depot 700-0000-4150 8.64 1/17/2024 BK Stanley Hi Vis Retract Utility Knife
Home Depot 101-1220-4510 151.99 1/17/2024 Floor Protection Remodel
Home Depot 701-0000-4551 55.34 1/17/2024 JG Hooks & Anchors for Lift Stations
Home Depot 101-1560-4130 32.11 1/17/2024 Pointsetta Center Pieces for Holiday Party
Home Depot 700-0000-4260 208.01 1/17/2024 BM Fuel Multi Tool Metal Blade 3pk Variety Blade Kit
Home Depot 101-1220-4510 82.71 1/17/2024 Fence Material
Home Depot 101-1312-4510 8.93 1/17/2024 JG PW Wall Repair
Home Depot 101-1220-4510 25.44 1/17/2024 Anchors TV Bracket
Home Depot 700-7019-4150 300.13 1/17/2024 JC All Purpose hand primer Hand soap Screwdriver Set Voltage
Home Depot 700-0000-4260 91.58 1/17/2024 JG Fuel Hackzall
Home Depot 701-0000-4260 208.02 1/17/2024 BM Fuel Multi Tool Metal Blade 3pk Variety Blade Kit
Home Depot 701-0000-4260 91.57 1/17/2024 JG Fuel Hackzall
1,677.66 1/17/2024
AP - Check Detail (2/6/2024)Page 28 of 60
553
Last Name Acct 1 Amount Check Date Description
Home Depot 2,432.24
Home Taste 101-1123-4381 18.98 1/17/2024 EDAM Lunch Ruth from Blaine (Mentor/Mentee)
18.98 1/17/2024
Home Taste 18.98
Hoops & Threads 701-0000-4240 10.00 12/18/2023 JC Carhart Clothes Logo
Hoops & Threads 700-0000-4240 10.00 12/18/2023 JC Carhart Clothes Logo
20.00 12/18/2023
Hoops & Threads 20.00
Hoops & Threads LLC 700-0000-4240 144.00 1/18/2024 city logo on shirts
144.00 1/18/2024
Hoops & Threads LLC 144.00
Houlihan's 101-1520-4372 176.52 1/17/2024 Park & Rec Commission Holiday Social
Houlihan's 101-1220-4381 192.45 1/17/2024 Thanksigiving meal for FFs/LEs
368.97 1/17/2024
Houlihan's 368.97
IMPARK 101-1160-4381 15.00 1/17/2024 Parking Fee Day 1 MN Gov IT Symposium
IMPARK 101-1160-4381 15.00 1/17/2024 Parking Fee Day 2 MN Gov IT Symposium
30.00 1/17/2024
IMPARK 30.00
Indelco Plastics Corporation 700-7019-4120 57.62 1/17/2024 "JC 1/2"" Female Elbow"
AP - Check Detail (2/6/2024)Page 29 of 60
554
Last Name Acct 1 Amount Check Date Description
57.62 1/17/2024
Indelco Plastics Corporation 57.62
Indoor Landscapes Inc 101-1170-4300 187.00 1/18/2024 Plant service-January 2024
187.00 1/18/2024
Indoor Landscapes Inc 187.00
Infosend, Inc 720-1130-4111 265.55 1/25/2024 November Statements
Infosend, Inc 701-1130-4111 265.55 1/25/2024 November Statements
Infosend, Inc 700-1130-4111 292.60 1/25/2024 December Statements
Infosend, Inc 700-1130-4111 265.56 1/25/2024 November Statements
Infosend, Inc 720-1130-4330 868.86 1/25/2024 November Postage
Infosend, Inc 701-1130-4111 292.60 1/25/2024 December Statements
Infosend, Inc 701-1130-4330 868.87 1/25/2024 November Postage
Infosend, Inc 700-1130-4330 937.24 1/25/2024 December Postage
Infosend, Inc 720-1130-4330 937.24 1/25/2024 December Postage
Infosend, Inc 720-1130-4111 292.60 1/25/2024 December Statements
Infosend, Inc 701-1130-4330 937.24 1/25/2024 December Postage
Infosend, Inc 700-1130-4330 868.86 1/25/2024 November Postage
7,092.77 1/25/2024
Infosend, Inc 7,092.77
InfoSense Inc 701-0000-4220 995.00 1/25/2024 SL-DOG renewal license (for SL-RAT)
995.00 1/25/2024
InfoSense Inc 995.00
Inn on Lake Superior 101-1220-4381 213.87 12/18/2023 S Anderson MN Chief Conference room
Inn on Lake Superior 101-1220-4381 737.82 12/18/2023 Nutter MN Chief Conference Room
951.69 12/18/2023
AP - Check Detail (2/6/2024)Page 30 of 60
555
Last Name Acct 1 Amount Check Date Description
Inn on Lake Superior 951.69
Innovative Office Solutions LLC 101-1120-4110 125.45 2/1/2024 Paper paperclips pens rubberbands dry erase markers
125.45 2/1/2024
Innovative Office Solutions LLC 125.45
InTech Software Solutions, Inc 101-1180-4500 6,680.00 1/18/2024 Modus Elections Software 2024
6,680.00 1/18/2024
InTech Software Solutions, Inc 6,680.00
Jacobson Nick 101-1550-4381 15.00 1/31/2024 Northern Green Expo training (parking). Reimbursement
15.00 1/31/2024
Jacobson Nick 15.00
Jamf Software, LLC 101-1160-4205 276.00 12/18/2023 monthly MDM for ipads
276.00 12/18/2023
Jamf Software, LLC 101-1160-4205 280.00 1/17/2024 monthly MDM for ipads
280.00 1/17/2024
Jamf Software, LLC 556.00
JEFFERSON FIRE SAFETY INC 400-4127-4705 34,383.03 1/25/2024 Pentheon Holmatro Tools
34,383.03 1/25/2024
JEFFERSON FIRE SAFETY INC 34,383.03
Jersey Mike's Subs 101-1220-4381 120.17 1/17/2024 Food for training staff for firefighter candidate practical test
AP - Check Detail (2/6/2024)Page 31 of 60
556
Last Name Acct 1 Amount Check Date Description
120.17 1/17/2024
Jersey Mike's Subs 120.17
Jimmy Johns 101-1120-4300 203.72 1/17/2024 Lunch for Fire Chief interviews round 1
203.72 1/17/2024
Jimmy Johns 203.72
KENNEDY & GRAVEN, CHARTERED 101-0000-2076 116.00 2/1/2024 Roers Proj - Potential TIF
116.00 2/1/2024
KENNEDY & GRAVEN, CHARTERED 116.00
Kerr Matt 101-1160-4381 64.62 1/24/2024 Parking & Mlieage - MN Gov IT Symposium
Kerr Matt 101-1160-4380 12.37 1/24/2024 Mileage - City PW WWTP Rec Ctr
76.99 1/24/2024
Kerr Matt 76.99
KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 202.50 1/18/2024 Avienda Townhomes
KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 202.50 1/18/2024 Avienda
405.00 1/18/2024
KIMLEY HORN AND ASSOCIATES INC 601-6061-4300 8,224.25 2/1/2024 #24-09 Pedestrian Improvement Project
8,224.25 2/1/2024
KIMLEY HORN AND ASSOCIATES INC 8,629.25
Knife River Corp N Central 701-0000-4551 732.96 12/18/2023 GF LS10
Knife River Corp N Central 401-0000-4706 923.70 12/18/2023 AB 5000 Footing 15% Fly Ash
Knife River Corp N Central 401-0000-4706 899.70 12/18/2023 AB 5000 Footing 15% Fly Ash
AP - Check Detail (2/6/2024)Page 32 of 60
557
Last Name Acct 1 Amount Check Date Description
Knife River Corp N Central 701-0000-4551 108.27 12/18/2023 GF LS10
2,664.63 12/18/2023
Knife River Corp N Central 2,664.63
Kopp Nick 101-1550-4240 139.99 1/24/2024 Winter Bibs (New Hire)
139.99 1/24/2024
Kopp Nick 139.99
Kwik Trip 101-1320-4120 8.50 1/17/2024 JG 91 Octane for Chainsaw
8.50 1/17/2024
Kwik Trip 8.50
Lakes at Chanhassen, LLC 481-0000-4804 12,062.71 1/24/2024 TIF #12 Pay-go Note-Lake Place Apartments
12,062.71 1/24/2024
Lakes at Chanhassen, LLC 12,062.71
LANDTITLE 701-0000-2020 6.59 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
LANDTITLE 700-0000-2020 54.53 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
LANDTITLE 700-0000-2020 8.27 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
LANDTITLE 720-0000-2020 67.36 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
LANDTITLE 701-0000-2020 96.63 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
LANDTITLE 700-0000-2020 16.62 1/17/2024 Refund Check 006627-000, 7611 IROQUOIS
250.00 1/17/2024
LANDTITLE 250.00
LANDTITLE TRUST ACCOUNT 701-0000-2020 22.43 1/17/2024 Refund Check 104452-000, 6221 HUMMINGBIRD ROAD
LANDTITLE TRUST ACCOUNT 700-0000-2020 9.61 1/17/2024 Refund Check 104452-000, 6221 HUMMINGBIRD ROAD
LANDTITLE TRUST ACCOUNT 720-0000-2020 77.73 1/17/2024 Refund Check 104452-000, 6221 HUMMINGBIRD ROAD
AP - Check Detail (2/6/2024)Page 33 of 60
558
Last Name Acct 1 Amount Check Date Description
LANDTITLE TRUST ACCOUNT 700-0000-2020 9.27 1/17/2024 Refund Check 104452-000, 6221 HUMMINGBIRD ROAD
119.04 1/17/2024
LANDTITLE TRUST ACCOUNT 119.04
League of Minnesota Cities 101-1120-4370 225.00 1/17/2024 LMC Winter Workshop registration for LH and MU
225.00 1/17/2024
LEAGUE OF MINNESOTA CITIES 720-0000-4360 1,370.00 1/18/2024 MN Cities Stormwater Coalition Contributions
1,370.00 1/18/2024
LEAGUE OF MINNESOTA CITIES 101-1120-4370 499.00 2/1/2024 MCMA Annual Conference Hokkanen
499.00 2/1/2024
LEAGUE OF MINNESOTA CITIES 2,094.00
Lennar 101-0000-2072 2,500.00 1/18/2024 2000 Paisley Path - Receipt #00508096 As Built Escrow
Lennar 101-0000-2072 2,500.00 1/18/2024 2177 Paisley Path - Receipt #00504546 As Built Escrow
Lennar 101-0000-2072 2,500.00 1/18/2024 7053 Pearl Dr - Receipt #00503155 As Built Escrow
Lennar 101-0000-2072 2,500.00 1/18/2024 2129 Paisley Path - Receipt #00493688 As Built Escrow
Lennar 101-0000-2072 2,500.00 1/18/2024 1903 Visionary Ct - Receipt #00531899 As Built Escrow
Lennar 101-0000-2072 2,500.00 1/18/2024 1938 Visionary Ct - Receipt #00549201 As Built Escrow
Lennar 101-0000-2072 2,500.00 1/18/2024 1964 Paisley Path - Receipt #00494763 As Built Escrow
17,500.00 1/18/2024
Lennar 101-0000-2073 250.00 2/1/2024 Erosion escrow-1965 Paisley Path Receipt #453487
Lennar 101-0000-2072 2,500.00 2/1/2024 As Built escrow 2165 Paisley Path Receipt #00442341
2,750.00 2/1/2024
Lennar 20,250.00
LJA Group LLC 101-1534-4355 289.69 12/18/2023 Dance Costumes
AP - Check Detail (2/6/2024)Page 34 of 60
559
Last Name Acct 1 Amount Check Date Description
289.69 12/18/2023
LJA Group LLC 289.69
Local 49 700-0000-4370 10.62 12/18/2023 MD CDL Training
Local 49 701-0000-4370 10.63 12/18/2023 MD CDL Training
21.25 12/18/2023
Local 49 701-0000-4370 10.62 1/17/2024 BM CDL Drivers Record
Local 49 700-0000-4370 10.63 1/17/2024 BM CDL Drivers Record
21.25 1/17/2024
Local 49 42.50
Lockridge Grindal Nauen P.L.L.P 101-1110-4312 3,333.33 1/18/2024 Professional Services-January 2024
3,333.33 1/18/2024
Lockridge Grindal Nauen P.L.L.P 3,333.33
Macnaught USA Inc 101-1370-4120 612.00 12/18/2023 CS Oil Control Gun
612.00 12/18/2023
Macnaught USA Inc 612.00
MANS LORI SEGAR 700-0000-2020 0.42 1/17/2024 Refund Check 098642-000, 6201 MURRAY HILL ROAD
MANS LORI SEGAR 720-0000-2020 3.46 1/17/2024 Refund Check 098642-000, 6201 MURRAY HILL ROAD
MANS LORI SEGAR 700-0000-2020 5.14 1/17/2024 Refund Check 098642-000, 6201 MURRAY HILL ROAD
MANS LORI SEGAR 701-0000-2020 7.91 1/17/2024 Refund Check 098642-000, 6201 MURRAY HILL ROAD
16.93 1/17/2024
MANS LORI SEGAR 16.93
AP - Check Detail (2/6/2024)Page 35 of 60
560
Last Name Acct 1 Amount Check Date Description
Marathon Petro 101-1220-4381 20.02 12/18/2023 Fuel return trip from Duluth
20.02 12/18/2023
Marathon Petro 20.02
Marco Inc 101-1160-4411 735.00 1/24/2024 Copier Lease
735.00 1/24/2024
Marco Inc 735.00
Martin Sophia 101-1539-4343 136.50 1/18/2024 January Charcoal Acrylic Class
136.50 1/18/2024
Martin Sophia 136.50
McMaster-Carr 700-7043-4120 90.66 12/18/2023 JC WWTP Easy to Install Check Valve for Harsh Chemicals CPVC Pla
90.66 12/18/2023
McMaster-Carr 90.66
Med Box Grill 101-1560-4112 560.87 1/17/2024 Entrees/rice for Senior Center Holiday Party
560.87 1/17/2024
Med Box Grill 560.87
Menards 700-7019-4120 349.73 12/18/2023 JC EWTP Bags Joint Pliers Screwdriver Conduit Body 4X impact
Menards 700-7043-4150 296.31 12/18/2023 MW WWTP Bronze Ballvalve PVC Coupling LED 200W PVC Pipe Wate
Menards 701-0000-4260 189.37 12/18/2023 JG Utilities Power Washer
Menards 700-0000-4260 189.38 12/18/2023 JG Utilities Power Washer
1,024.79 12/18/2023
Menards 701-0000-4551 141.29 1/17/2024 JJ Lift Station #1 Guide Pipe
AP - Check Detail (2/6/2024)Page 36 of 60
561
Last Name Acct 1 Amount Check Date Description
Menards 700-7043-4150 35.94 1/17/2024 MW WWTP & Truck 317 Supplies
Menards 700-7043-4510 122.83 1/17/2024 MW Tray Basket Tapcon Hex 1/4 Galv Strap Screw Combo Cushion
Menards 700-7043-4150 158.21 1/17/2024 MW Utility Blades Wire Hook Full Motion Mount Valve Ball PVC
458.27 1/17/2024
Menards 1,483.06
Merlins Ace Hardware 701-0000-4150 8.66 12/18/2023 GF Foam Tape for LS15
Merlins Ace Hardware 101-1312-4510 24.92 12/18/2023 AA batteries
Merlins Ace Hardware 701-0000-4551 124.44 12/18/2023 GF LS10 Knife Bolt Cutter Carpenter Pencil Nylon Twist
158.02 12/18/2023
Merlins Ace Hardware 700-0000-4120 29.74 1/17/2024 "GF Nipple 1/4"" Air Coupler Hex Nipple Pipe Tee"
Merlins Ace Hardware 700-0000-4150 47.07 1/17/2024 GF Cable Tie & Fasteners Replace Stock
76.81 1/17/2024
MERLINS ACE HARDWARE 101-1220-4290 48.06 1/18/2024 Battery AA 16 pk Tree Stand Cable Cable Sleeve
MERLINS ACE HARDWARE 101-1320-4120 88.99 1/18/2024 Forestry Helmet System
MERLINS ACE HARDWARE 101-1550-4120 116.68 1/18/2024 LED Light Mini Caulk Lexel Clear 10.5 oz
MERLINS ACE HARDWARE 700-7043-4120 9.56 1/18/2024 Vinyl Coating
MERLINS ACE HARDWARE 700-7043-4510 5.94 1/18/2024 Tube Strap Galvinzed
MERLINS ACE HARDWARE 101-1320-4150 9.54 1/18/2024 Fasteners
MERLINS ACE HARDWARE 101-1550-4240 200.98 1/18/2024 Forestry Helmet System Apron Chaps
MERLINS ACE HARDWARE 101-1550-4140 99.99 1/18/2024 KS Transponder Key
579.74 1/18/2024
MERLINS ACE HARDWARE 814.57
METRO CONCRETE RAISING 101-1190-4510 725.00 1/18/2024 raise 4 panels at Library entrance
725.00 1/18/2024
METRO CONCRETE RAISING 725.00
METROPOLITAN COUNCIL 701-0000-4509 230,855.78 1/18/2024 Wastewater Services-February 2024
AP - Check Detail (2/6/2024)Page 37 of 60
562
Last Name Acct 1 Amount Check Date Description
230,855.78 1/18/2024
METROPOLITAN COUNCIL 230,855.78
Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 12/18/2023 MCES-WW Services Nov 2023
Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 12/18/2023 MCES-WW Services Dec 2023
40,000.00 12/18/2023
Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 1/17/2024 MCES WW Services Jan 2024
20,000.00 1/17/2024
Metropolitan Council Enviromental Services 60,000.00
Minnesota Equipment 101-1320-4120 205.53 2/1/2024 tractor parts
205.53 2/1/2024
Minnesota Equipment 205.53
Minnesota UC Fund 101-1310-4060 5,340.00 1/18/2024 Unemployment-4th quarter 2023
Minnesota UC Fund 101-1550-4060 949.60 1/18/2024 Unemployment-4th quarter 2023
Minnesota UC Fund 101-1320-4060 2,715.00 1/18/2024 Unemployment-4th quarter 2023
9,004.60 1/18/2024
Minnesota UC Fund 9,004.60
Minuteman Press 700-0000-4340 34.00 2/1/2024 business cards-McLellan & Gillen
Minuteman Press 101-1120-4110 29.00 2/1/2024 Chaplain Steve Anderson biz cards
Minuteman Press 701-0000-4340 34.00 2/1/2024 business cards-McLellan & Gillen
Minuteman Press 101-1120-4110 68.00 2/1/2024 Rachel J Jamie M business cards
165.00 2/1/2024
AP - Check Detail (2/6/2024)Page 38 of 60
563
Last Name Acct 1 Amount Check Date Description
Minuteman Press 165.00
MN American Water Works Association 700-0000-4370 300.00 1/17/2024 MW Professional Operator Development Training
300.00 1/17/2024
MN American Water Works Association 300.00
MN Association of Government Communicators 101-1125-4260 133.33 12/18/2023 MAGC Northern Light Trophy
133.33 12/18/2023
MN Association of Government Communicators 133.33
MN Dept of Labor and Industry 101-1170-4370 50.00 12/18/2023 MN Department of labor registration fee
50.00 12/18/2023
MN Dept of Labor and Industry 101-1250-4360 53.00 1/17/2024 DOLI Membership
53.00 1/17/2024
MN Dept of Labor and Industry 103.00
MN Pollution Control Agency 700-0000-4370 4.19 12/18/2023 JJ Wastewater Operator Training
MN Pollution Control Agency 701-0000-4370 4.20 12/18/2023 JJ Wastewater Operator Training
MN Pollution Control Agency 701-0000-4370 195.00 12/18/2023 JJ Wastewater Operator Training
MN Pollution Control Agency 700-0000-4370 195.00 12/18/2023 JJ Wastewater Operator Training
398.39 12/18/2023
MN Pollution Control Agency 398.39
MN RECREATION & PARK ASSOC.101-1613-4359 10.00 1/18/2024 2023 MRPA Conference registration/LC Per MN Statute 471.425
MN RECREATION & PARK ASSOC.101-1520-4370 395.00 1/18/2024 2023 MRPA Conference registration/LC Per MN Statute 471.425
MN RECREATION & PARK ASSOC.101-1520-4360 1,605.00 1/18/2024 2023 MRPA Conference registration/LC Per MN Statute 471.425
AP - Check Detail (2/6/2024)Page 39 of 60
564
Last Name Acct 1 Amount Check Date Description
2,010.00 1/18/2024
MN RECREATION & PARK ASSOC. 2,010.00
MN Recreation and Park Association 101-1560-4360 40.00 1/17/2024 MN Association of Senior Services annual dues
40.00 1/17/2024
MN Recreation and Park Association 40.00
MN Utility Contractors Association 700-0000-4370 100.00 1/17/2024 BM Pipelayer Certification
MN Utility Contractors Association 701-0000-4370 100.00 1/17/2024 BM Pipelayer Certification
200.00 1/17/2024
MN Utility Contractors Association 200.00
MN VALLEY ELECTRIC COOP 101-1350-4320 362.99 1/18/2024 Electric Charges
362.99 1/18/2024
MN VALLEY ELECTRIC COOP 101-1350-4320 157.06 2/1/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 194.87 2/1/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 58.01 2/1/2024 Electric Charges
409.94 2/1/2024
MN VALLEY ELECTRIC COOP 772.93
Moe's American Restaurant 101-1123-4372 122.74 1/17/2024 EDC Holiday Event
122.74 1/17/2024
Moe's American Restaurant 122.74
Monoprice.com 101-1220-4121 21.66 1/17/2024 TV Mount
AP - Check Detail (2/6/2024)Page 40 of 60
565
Last Name Acct 1 Amount Check Date Description
21.66 1/17/2024
Monoprice.com 21.66
MSSA 101-1320-4360 200.00 1/24/2024 renewal membership
200.00 1/24/2024
MSSA 200.00
Municipal Clerk and Finance Officers 101-1120-4360 50.00 12/18/2023 MCFOA Membership-Kim Meuwissen
50.00 12/18/2023
Municipal Clerk and Finance Officers 50.00
Municipal H2O 700-0000-4300 4,200.00 1/18/2024 Annual service fee
4,200.00 1/18/2024
Municipal H2O 4,200.00
MUNICIPAL LEGISLATIVE COMMISSION 101-1110-4360 6,471.25 1/18/2024 MLC Membership
6,471.25 1/18/2024
MUNICIPAL LEGISLATIVE COMMISSION 6,471.25
NAPA AUTO & TRUCK PARTS 101-1220-4120 46.09 2/1/2024 Switch
46.09 2/1/2024
NAPA AUTO & TRUCK PARTS 46.09
NetZoom, Inc 101-1160-4219 700.00 12/18/2023 Netzoom Stencils Annual Renewal
AP - Check Detail (2/6/2024)Page 41 of 60
566
Last Name Acct 1 Amount Check Date Description
700.00 12/18/2023
NetZoom, Inc 700.00
NEWMAN SIGNS INC 101-1320-4155 1,730.42 1/25/2024 new street signs
1,730.42 1/25/2024
NEWMAN SIGNS INC 1,730.42
Nokomis Energy, LLC 700-7043-4320 1,251.86 2/1/2024 Electric Charges
Nokomis Energy, LLC 101-1312-4320 143.67 2/1/2024 Electric Charges
Nokomis Energy, LLC 701-0000-4320 17.96 2/1/2024 Electric Charges
Nokomis Energy, LLC 700-0000-4320 17.96 2/1/2024 Electric Charges
1,431.45 2/1/2024
Nokomis Energy, LLC 1,431.45
North American Safety, Inc.701-0000-4240 166.66 1/18/2024 winter cap
North American Safety, Inc.101-1320-4240 166.67 1/18/2024 winter cap
North American Safety, Inc.700-0000-4240 166.67 1/18/2024 winter cap
500.00 1/18/2024
North American Safety, Inc. 500.00
Northfield Lines, Inc 101-1731-4300 1,382.27 1/25/2024 January 22 Ski Trip transportation
1,382.27 1/25/2024
Northfield Lines, Inc 1,382.27
NOVEL SOLAR THREE, LLC 101-1350-4320 100.26 1/18/2024 Electric Charges
NOVEL SOLAR THREE, LLC 701-0000-4320 2,040.86 1/18/2024 Electric Charges
NOVEL SOLAR THREE, LLC 700-0000-4320 4,143.22 1/18/2024 Electric Charges
AP - Check Detail (2/6/2024)Page 42 of 60
567
Last Name Acct 1 Amount Check Date Description
6,284.34 1/18/2024
NOVEL SOLAR THREE, LLC 6,284.34
NoveltyLights.com 101-1550-4150 -131.70 12/18/2023 GB Holiday Lights (Replacements) - Tax Credit
NoveltyLights.com 101-1550-4150 1,704.30 12/18/2023 GB Holiday Lights (Replacements)
1,572.60 12/18/2023
NoveltyLights.com 1,572.60
Nuss Truck & Equipment 101-1320-4140 738.51 2/1/2024 def module
738.51 2/1/2024
Nuss Truck & Equipment 738.51
NvoicePay 101-1130-4300 764.64 1/18/2024 December 2023 AP Payments
764.64 1/18/2024
NvoicePay 764.64
ODOM JOHN & BARBARA 700-0000-2020 185.78 1/17/2024 Refund Check 009641-000, 6390 PLEASANT VIEW CV
ODOM JOHN & BARBARA 701-0000-2020 59.15 1/17/2024 Refund Check 009641-000, 6390 PLEASANT VIEW CV
ODOM JOHN & BARBARA 720-0000-2020 28.74 1/17/2024 Refund Check 009641-000, 6390 PLEASANT VIEW CV
ODOM JOHN & BARBARA 700-0000-2020 3.53 1/17/2024 Refund Check 009641-000, 6390 PLEASANT VIEW CV
277.20 1/17/2024
ODOM JOHN & BARBARA 277.20
Office Max/Office Depot 101-1120-4110 18.14 12/18/2023 BM Office Supplies
Office Max/Office Depot 101-1120-4110 18.14 12/18/2023 BM Office Supplies
36.28 12/18/2023
AP - Check Detail (2/6/2024)Page 43 of 60
568
Last Name Acct 1 Amount Check Date Description
Office Max/Office Depot 101-1160-4530 93.19 1/17/2024 Replacement Mouse Logitech
Office Max/Office Depot 101-1120-4110 76.74 1/17/2024 JG Office Supplies
169.93 1/17/2024
Office Max/Office Depot 206.21
Olivine Yoga LLC Val Roder /101-1560-4343 250.00 1/18/2024 Chair Yoga
250.00 1/18/2024
Olivine Yoga LLC Val Roder / 250.00
O'Reilly Auto Parts 700-0000-4140 12.98 1/17/2024 MW Wiper Fluid for Truck 317
12.98 1/17/2024
O'Reilly Auto Parts 12.98
PACE ANALYTICAL SERVICES INC 701-0000-4405 250.00 1/25/2024 test for FOG
250.00 1/25/2024
PACE ANALYTICAL SERVICES INC 250.00
Panera Bread 101-1120-4381 45.55 12/18/2023 Civic Campus Workshop
Panera Bread 101-1120-4381 80.33 12/18/2023 Civic Campus workshop
125.88 12/18/2023
Panera Bread 125.88
Party City 101-1614-4126 80.20 12/18/2023 Halloween Party supplies
Party City 101-1614-4126 10.84 12/18/2023 Halloween Party supplies
Party City 101-1560-4112 50.39 12/18/2023 Octoberfest plastic table cloths
141.43 12/18/2023
AP - Check Detail (2/6/2024)Page 44 of 60
569
Last Name Acct 1 Amount Check Date Description
Party City 101-1560-4130 51.48 1/17/2024 Holiday Party table cloths
Party City 101-1615-4130 7.04 1/17/2024 Tree Lighting Ceremony tablecloths
58.52 1/17/2024
Party City 199.95
Pedretti Christine Lea 101-1539-4343 1,353.30 1/18/2024 Yoga & Pilates classes Nov/Dec
1,353.30 1/18/2024
Pedretti Christine Lea 1,353.30
Petite Matthew 101-1120-4300 20.00 1/18/2024
20.00 1/18/2024
Petite Matthew 20.00
Pine County License Center 700-0000-4300 66.40 1/17/2024 BM CDL Payment for License #575582
66.40 1/17/2024
Pine County License Center 66.40
PODANY NED & KAREN 701-0000-2020 20.47 1/17/2024 Refund Check 020650-000, 8336 SUFFOLK DRIVE
PODANY NED & KAREN 700-0000-2020 2.10 1/17/2024 Refund Check 020650-000, 8336 SUFFOLK DRIVE
PODANY NED & KAREN 720-0000-2020 5.15 1/17/2024 Refund Check 020650-000, 8336 SUFFOLK DRIVE
PODANY NED & KAREN 700-0000-2020 8.53 1/17/2024 Refund Check 020650-000, 8336 SUFFOLK DRIVE
36.25 1/17/2024
PODANY NED & KAREN 36.25
Postmaster 700-0000-4330 14.52 12/18/2023 AA Mail Vehicle Title
Postmaster 700-0000-4330 5.40 12/18/2023 AA Mail Water Sample
Postmaster 701-0000-4330 14.53 12/18/2023 AA Mail Vehicle Title
AP - Check Detail (2/6/2024)Page 45 of 60
570
Last Name Acct 1 Amount Check Date Description
34.45 12/18/2023
Postmaster 701-0000-4330 -6.83 1/17/2024 AA Return for LS13 Refund
Postmaster 701-0000-4330 -6.83 1/17/2024 AA Return for LS13 Refund
-13.66 1/17/2024
Postmaster 20.79
Potbelly Sandwich Shop 101-1110-4372 174.90 12/18/2023 11-13-23 Council Meal Potbelly Sandwiches
174.90 12/18/2023
Potbelly Sandwich Shop 174.90
Potentia MN Solar 101-1170-4320 1,035.78 2/1/2024 Electric Charges
Potentia MN Solar 101-1190-4320 1,323.74 2/1/2024 Electric Charges
Potentia MN Solar 700-0000-4320 713.40 2/1/2024 Electric Charges
3,072.92 2/1/2024
Potentia MN Solar 3,072.92
Power Lodge Twin Cities 101-1220-4140 211.91 1/17/2024 Mirror Kit
211.91 1/17/2024
Power Lodge Twin Cities 211.91
Prairie Lawn & Garden 701-0000-4120 45.00 1/17/2024 JG Pressure Washer Inspection Return Sewer Jetter
45.00 1/17/2024
Prairie Lawn & Garden 45.00
PRECISE MRM LLC 101-1320-4310 273.00 1/18/2024 AVL for plow trucks
AP - Check Detail (2/6/2024)Page 46 of 60
571
Last Name Acct 1 Amount Check Date Description
273.00 1/18/2024
PRECISE MRM LLC 273.00
Premium Waters, Inc 101-1550-4120 4.32 1/18/2024 Lake Ann Shop Water
4.32 1/18/2024
Premium Waters, Inc 4.32
Princess Party Pals, LLC 101-1537-4345 700.00 1/18/2024 Royal Ball Performers
700.00 1/18/2024
Princess Party Pals, LLC 700.00
Pro-Tec Design, Inc.101-1160-4205 364.00 1/18/2024 HID Card Reader Credentials - Annual Renewal
364.00 1/18/2024
Pro-Tec Design, Inc. 364.00
Rain for Rent 701-0000-4405 6,481.79 1/18/2024 disposal for FOG filter box
6,481.79 1/18/2024
Rain for Rent 6,481.79
REINHARDT KEITH & MARY JO 700-0000-2020 25.94 1/17/2024 Refund Check 011343-000, 6530 SHADOW LANE
REINHARDT KEITH & MARY JO 700-0000-2020 1.55 1/17/2024 Refund Check 011343-000, 6530 SHADOW LANE
REINHARDT KEITH & MARY JO 701-0000-2020 28.99 1/17/2024 Refund Check 011343-000, 6530 SHADOW LANE
REINHARDT KEITH & MARY JO 720-0000-2020 12.67 1/17/2024 Refund Check 011343-000, 6530 SHADOW LANE
69.15 1/17/2024
AP - Check Detail (2/6/2024)Page 47 of 60
572
Last Name Acct 1 Amount Check Date Description
REINHARDT KEITH & MARY JO 69.15
Rent N Save Portable Services 101-1550-4400 1,066.00 1/25/2024 portable restrooms
1,066.00 1/25/2024
Rent N Save Portable Services 1,066.00
Revolution Dancewear 101-1534-4355 1,658.75 12/18/2023 Dance costumes
1,658.75 12/18/2023
Revolution Dancewear 1,658.75
RMB Environmental Laboratories Inc 720-0000-4300 217.80 1/25/2024 Beach Monitoring
217.80 1/25/2024
RMB Environmental Laboratories Inc 217.80
ROADKILL ANIMAL CONTROL 101-1320-4300 206.00 1/18/2024 dead deer removal
206.00 1/18/2024
ROADKILL ANIMAL CONTROL 206.00
Roc Electric Co 700-7019-4120 2,206.00 1/17/2024 JC New Sealed Allen Bradley Control Logix Analog Output
2,206.00 1/17/2024
Roc Electric Co 2,206.00
RONNING JAMES 701-0000-2020 46.38 1/17/2024 Refund Check 099903-000, 6605 POINTE LAKE LUCY
RONNING JAMES 700-0000-2020 52.99 1/17/2024 Refund Check 099903-000, 6605 POINTE LAKE LUCY
RONNING JAMES 720-0000-2020 30.16 1/17/2024 Refund Check 099903-000, 6605 POINTE LAKE LUCY
RONNING JAMES 700-0000-2020 3.69 1/17/2024 Refund Check 099903-000, 6605 POINTE LAKE LUCY
AP - Check Detail (2/6/2024)Page 48 of 60
573
Last Name Acct 1 Amount Check Date Description
133.22 1/17/2024
RONNING JAMES 133.22
Sam's Club 101-1560-4112 83.38 12/18/2023 Luncheon paper products
Sam's Club 101-1560-4112 296.52 12/18/2023 Octoberfest Applesauce Potato Chips Bratwurst Napkins
Sam's Club 101-1560-4112 169.45 12/18/2023 Syrup Juice Variety Pack Pork Sausage
Sam's Club 101-1560-4112 124.08 12/18/2023 Octoberfest desserts salad
673.43 12/18/2023
Sam's Club 101-1120-4372 98.47 1/17/2024 holiday training event snacks
Sam's Club 101-1560-4112 352.99 1/17/2024 2024 Holiday party food and supplies
Sam's Club 101-1560-4112 111.54 1/17/2024 Holiday Party food and supplies
563.00 1/17/2024
Sam's Club 1,236.43
Sand Creek EAP, LLC.101-1220-4040 276.30 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1250-4040 214.90 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1220-4483 890.50 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.720-0000-4040 61.40 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1120-4040 153.50 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1170-4040 30.70 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1312-4040 61.40 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1370-4040 92.10 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1125-4040 92.10 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.720-7201-4040 15.35 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.701-0000-4040 122.80 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1320-4040 276.30 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1420-4040 122.80 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.700-0000-4040 184.20 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1160-4040 92.10 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1310-4040 184.20 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1123-4040 30.70 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.720-7201-4040 15.35 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1600-4040 61.40 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1530-4040 30.70 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1520-4040 30.70 1/18/2024 Employee Assistance Program 2024
AP - Check Detail (2/6/2024)Page 49 of 60
574
Last Name Acct 1 Amount Check Date Description
Sand Creek EAP, LLC.101-1311-4040 30.70 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1550-4040 245.60 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1560-4040 30.70 1/18/2024 Employee Assistance Program 2024
Sand Creek EAP, LLC.101-1130-4040 153.50 1/18/2024 Employee Assistance Program 2024
3,500.00 1/18/2024
Sand Creek EAP, LLC. 3,500.00
Scheels 101-1550-4240 199.92 1/17/2024 GB Winter Gloves (Restock)
199.92 1/17/2024
Scheels 199.92
SEH 700-0000-4300 77.56 2/1/2024 Water Model Update
77.56 2/1/2024
SEH 77.56
SELLWOOD JENNIFER & PETER 700-0000-2020 1.21 1/17/2024 Refund Check 099803-000, 1512 KNOB HILL LANE
SELLWOOD JENNIFER & PETER 701-0000-2020 15.18 1/17/2024 Refund Check 099803-000, 1512 KNOB HILL LANE
SELLWOOD JENNIFER & PETER 700-0000-2020 9.10 1/17/2024 Refund Check 099803-000, 1512 KNOB HILL LANE
SELLWOOD JENNIFER & PETER 720-0000-2020 9.87 1/17/2024 Refund Check 099803-000, 1512 KNOB HILL LANE
35.36 1/17/2024
SELLWOOD JENNIFER & PETER 35.36
ShopBackflow.com 700-0000-4550 106.05 1/17/2024 MW Backflow Prevention
106.05 1/17/2024
ShopBackflow.com 106.05
Slate & Stone 101-1560-4342 1,364.94 1/17/2024 ASI trip Lunch Expenses
AP - Check Detail (2/6/2024)Page 50 of 60
575
Last Name Acct 1 Amount Check Date Description
1,364.94 1/17/2024
Slate & Stone 1,364.94
SMSC Organics Recycling Facility 720-7201-4300 8,506.20 1/18/2024 yard waste debris
8,506.20 1/18/2024
SMSC Organics Recycling Facility 8,506.20
SOFTWARE HOUSE INTERNATIONAL 101-1160-4201 2,686.48 1/18/2024 Microsoft SQL Server Std for Bldg Tablets
2,686.48 1/18/2024
SOFTWARE HOUSE INTERNATIONAL 2,686.48
Solv - Business Solutions, Connected 101-1130-4111 161.60 1/18/2024 W2/1099 Forms/Envelopes
161.60 1/18/2024
Solv - Business Solutions, Connected 161.60
Southwest Metro Chamber of Commerce 101-1125-4381 40.00 12/18/2023 Mayors Luncheon with the Chamber
Southwest Metro Chamber of Commerce 101-1123-4381 40.00 12/18/2023 Mayors Lunch - SW Metro Chamber
Southwest Metro Chamber of Commerce 101-1123-4381 150.00 12/18/2023 Laurie & Samantha SW Metro Chamber Gala
230.00 12/18/2023
Southwest Metro Chamber of Commerce 101-1123-4381 45.00 1/17/2024 Buy Chan SW Metro Chamber Lunch
Southwest Metro Chamber of Commerce 101-1420-4381 45.00 1/17/2024 SW Chamber Event Registration Fee
Southwest Metro Chamber of Commerce 101-1110-4381 45.00 1/17/2024 McDonald Buy Chan holiday luncheon
Southwest Metro Chamber of Commerce 101-1120-4381 45.00 1/17/2024 Buy Chan holiday lunch Hokkanen
180.00 1/17/2024
Southwest Metro Chamber of Commerce 410.00
AP - Check Detail (2/6/2024)Page 51 of 60
576
Last Name Acct 1 Amount Check Date Description
SPS Works 101-1120-4110 115.55 1/25/2024 Dater Stamp Admin
SPS Works 101-1120-4360 29.30 1/25/2024 Notary Stamp
144.85 1/25/2024
SPS Works 144.85
SRF CONSULTING GROUP INC 601-6058-4303 7,568.24 1/18/2024 # 24-05 MMSW Roundabout-December 2023
7,568.24 1/18/2024
SRF CONSULTING GROUP INC 7,568.24
Stampli 101-1130-4300 1,483.50 12/18/2023 Stampli-APAutomation-Monthly Service Fee
1,483.50 12/18/2023
Stampli 101-1130-4300 1,362.00 1/17/2024 Stampli APAutomation Monthly Service Fee
1,362.00 1/17/2024
Stampli 2,845.50
Stratoguard, LLC 101-1160-4205 230.56 12/18/2023 Email Filter Service - Nov
230.56 12/18/2023
Stratoguard, LLC 101-1160-4205 230.56 1/17/2024 Email Filter Service Dec
230.56 1/17/2024
Stratoguard, LLC 461.12
SUMMIT FIRE PROTECTION 700-7043-4510 838.00 1/18/2024 annual monitoring contract 2024
838.00 1/18/2024
AP - Check Detail (2/6/2024)Page 52 of 60
577
Last Name Acct 1 Amount Check Date Description
SUMMIT FIRE PROTECTION 838.00
Survey Supply Inc 701-0000-4150 180.46 12/18/2023 BM Paint
Survey Supply Inc 700-0000-4150 180.47 12/18/2023 BM Paint
360.93 12/18/2023
Survey Supply Inc 701-0000-4150 257.05 1/17/2024 BM Marking Paint
Survey Supply Inc 700-0000-4150 257.05 1/17/2024 BM Marking Paint
514.10 1/17/2024
Survey Supply Inc 875.03
Taco Bell 701-0000-4381 9.27 12/18/2023 MD Dinner at CDL Training
Taco Bell 700-0000-4381 9.27 12/18/2023 MD Dinner at CDL Training
18.54 12/18/2023
Taco Bell 18.54
Target 101-1530-4150 9.74 12/18/2023 Cleaning Supplies
Target 101-1530-4150 148.35 12/18/2023 Vacuum cleaner
Target 101-1614-4126 889.90 12/18/2023 Halloween party candy
Target 101-1560-4375 50.00 12/18/2023 Gift card door prizes - Octoberfest
Target 101-1614-4126 165.86 12/18/2023 Halloween Party supplies
1,263.85 12/18/2023
Target 101-1615-4130 48.77 1/17/2024 Tree Lighting Ceremony candy canes
Target 101-1110-4372 75.50 1/17/2024 Civic Campus open house supplies and refreshments for public
Target 101-1530-4130 45.19 1/17/2024 Plates drinks silverware supplies for programs
169.46 1/17/2024
Target 1,433.31
Tee Jay North, Inc.101-1190-4510 221.00 1/18/2024 service main entry automatic door
AP - Check Detail (2/6/2024)Page 53 of 60
578
Last Name Acct 1 Amount Check Date Description
221.00 1/18/2024
Tee Jay North, Inc. 221.00
The Garden By The Woods 101-1170-4510 140.34 1/17/2024 Front decorative pots
140.34 1/17/2024
The Garden By The Woods 140.34
The Granger Plastics Co 700-0000-4260 781.25 12/18/2023 "MW Weight Mate 24 X 96"""
781.25 12/18/2023
The Granger Plastics Co 781.25
The Suites Hotel at Waterfront Plaza 101-1220-4381 -4.86 12/18/2023 Safe Fee Refund
The Suites Hotel at Waterfront Plaza 101-1220-4381 492.09 12/18/2023 MN State Fire Chiefs Assn Conference Lodging
The Suites Hotel at Waterfront Plaza 101-1220-4381 560.73 12/18/2023 MN State Fire Chiefs Assn Conference Lodging
1,047.96 12/18/2023
The Suites Hotel at Waterfront Plaza 1,047.96
T-MOBILE 101-0000-2033 897.39 2/1/2024 Tower Rent Overpayment A1P0045A
897.39 2/1/2024
T-MOBILE 897.39
Tobies Restaurant 700-0000-4381 13.73 12/18/2023 MD Dinner at CDL Training
Tobies Restaurant 701-0000-4381 13.74 12/18/2023 MD Dinner at CDL Training
27.47 12/18/2023
AP - Check Detail (2/6/2024)Page 54 of 60
579
Last Name Acct 1 Amount Check Date Description
Tobies Restaurant 27.47
TouchPoint Logic LLC 101-1160-4135 3,893.50 1/18/2024 Black Magic AV Switcher - Council Chambers
3,893.50 1/18/2024
TouchPoint Logic LLC 3,893.50
TRADEMARK TITLE SERVICES 700-0000-2020 1.23 1/17/2024 Refund Check 101907-000, 2063 STONE CREEK DRIVE
TRADEMARK TITLE SERVICES 720-0000-2020 10.06 1/17/2024 Refund Check 101907-000, 2063 STONE CREEK DRIVE
TRADEMARK TITLE SERVICES 701-0000-2020 9.70 1/17/2024 Refund Check 101907-000, 2063 STONE CREEK DRIVE
TRADEMARK TITLE SERVICES 700-0000-2020 7.92 1/17/2024 Refund Check 101907-000, 2063 STONE CREEK DRIVE
28.91 1/17/2024
TRADEMARK TITLE SERVICES 28.91
Train HR 101-1120-4370 195.00 12/18/2023 HR Training webinar
195.00 12/18/2023
Train HR 195.00
U of M Contlearning 101-1550-4370 50.00 12/18/2023 GB Tree Inspector Recertification Rob Heinen
50.00 12/18/2023
U of M Contlearning 101-1550-4370 50.00 1/17/2024 GB Tree Inspector Recert
50.00 1/17/2024
U of M Contlearning 100.00
UHL Company Inc 101-1190-4510 525.00 2/1/2024 building automation service
525.00 2/1/2024
AP - Check Detail (2/6/2024)Page 55 of 60
580
Last Name Acct 1 Amount Check Date Description
UHL Company Inc 525.00
ULINE INC 720-7207-4150 301.15 1/18/2024 spill response gear
ULINE INC 720-0000-4130 321.85 1/18/2024 Supplies for stormwater spill response
ULINE INC 720-0000-4130 -321.85 1/18/2024 spill response gear
301.15 1/18/2024
ULINE INC 301.15
Universal Athletic Services, Inc.101-1600-4130 1,435.50 1/18/2024 Athletic field equipment (restock).
1,435.50 1/18/2024
Universal Athletic Services, Inc.101-1600-4130 757.50 1/25/2024 Athletic Field Equipment (restock)
757.50 1/25/2024
Universal Athletic Services, Inc. 2,193.00
US Bank Rebate 101-1130-3903 -2,671.25 1/17/2024 US Bank Rebate
-2,671.25 1/17/2024
US Bank Rebate -2,671.25
VERIZON WIRELESS 701-0000-4310 125.11 1/31/2024 Telephone & Communication Charges
VERIZON WIRELESS 700-0000-4310 125.11 1/31/2024 Telephone & Communication Charges
250.22 1/31/2024
VERIZON WIRELESS 250.22
Wal-Mart 101-1560-4112 110.02 12/18/2023 Octoberfest Luncheon food
110.02 12/18/2023
AP - Check Detail (2/6/2024)Page 56 of 60
581
Last Name Acct 1 Amount Check Date Description
Wal-Mart 110.02
Waste Management of Minnesota, Inc 101-1190-4329 332.18 1/25/2024 Garbage service-January 2024
Waste Management of Minnesota, Inc 101-1550-4329 610.06 1/25/2024 Garbage Service-January 2024
Waste Management of Minnesota, Inc 700-0000-4329 16.97 1/25/2024 Garbage Service-January 2024
Waste Management of Minnesota, Inc 101-1220-4329 539.20 1/25/2024 Garbage service
Waste Management of Minnesota, Inc 101-1312-4329 135.77 1/25/2024 Garbage Service-January 2024
Waste Management of Minnesota, Inc 701-0000-4329 16.97 1/25/2024 Garbage Service-January 2024
Waste Management of Minnesota, Inc 101-1170-4329 195.78 1/25/2024 Garbage service-January 2024
1,846.93 1/25/2024
Waste Management of Minnesota, Inc 101-1550-4329 727.69 2/1/2024 Lake Ann Shop Clean
727.69 2/1/2024
Waste Management of Minnesota, Inc 2,574.62
Water In Motion, Inc.101-1550-4151 1,502.00 2/1/2024 Irrigation repairs
Water In Motion, Inc.700-7043-4300 1,521.00 2/1/2024 Irrigation repairs
3,023.00 2/1/2024
Water In Motion, Inc. 3,023.00
WATERMARK TITLE AGENCY 720-0000-2020 74.55 1/17/2024 Refund Check 102705-000, 501 BIG WOODS BLVD
WATERMARK TITLE AGENCY 701-0000-2020 108.48 1/17/2024 Refund Check 102705-000, 501 BIG WOODS BLVD
WATERMARK TITLE AGENCY 700-0000-2020 9.15 1/17/2024 Refund Check 102705-000, 501 BIG WOODS BLVD
WATERMARK TITLE AGENCY 700-0000-2020 84.25 1/17/2024 Refund Check 102705-000, 501 BIG WOODS BLVD
276.43 1/17/2024
WATERMARK TITLE AGENCY 276.43
WEISSMAN 101-1534-4355 8,796.86 12/18/2023 Dance costumes
8,796.86 12/18/2023
AP - Check Detail (2/6/2024)Page 57 of 60
582
Last Name Acct 1 Amount Check Date Description
WEISSMAN 8,796.86
Wetland Credit Agency LLC 601-6040-4701 24,796.20 1/25/2024 Wetland Credits for Galpin Project
24,796.20 1/25/2024
Wetland Credit Agency LLC 24,796.20
WSB & ASSOCIATES INC 720-7025-4300 10,982.50 1/25/2024 2023 Pond Maintenance
WSB & ASSOCIATES INC 601-6040-4300 151.41 1/25/2024 Galpin Blvd Imp Project-25% City
WSB & ASSOCIATES INC 414-4010-4303 914.25 1/25/2024 Boundary Topo Survey-November 2023
WSB & ASSOCIATES INC 601-6140-4300 454.25 1/25/2024 Galpin Blvd Imp Project-75% County
WSB & ASSOCIATES INC 101-1311-4306 1,137.00 1/25/2024 GIS Support-November 2023
WSB & ASSOCIATES INC 720-0000-4300 3,037.75 1/25/2024 Water Resources Support
WSB & ASSOCIATES INC 414-4011-4303 914.25 1/25/2024 Boundary Topo Survey-November 2023
WSB & ASSOCIATES INC 720-0000-4300 1,342.00 1/25/2024 Lake Lucy Wetland Violation-November 2023
18,933.41 1/25/2024
WSB & ASSOCIATES INC 18,933.41
WW GRAINGER INC 701-0000-4551 43.97 1/18/2024 lift station supplies
43.97 1/18/2024
WW GRAINGER INC 701-0000-4551 116.70 2/1/2024 thermostats for lift station
116.70 2/1/2024
WW GRAINGER INC 160.67
XCEL ENERGY INC 101-1350-4320 24.12 1/24/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 261.54 1/24/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 123.07 1/24/2024 Electric Charges
XCEL ENERGY INC 700-0000-4320 287.56 1/24/2024 Electric Charges
696.29 1/24/2024
XCEL ENERGY INC 700-0000-4320 184.57 1/31/2024 Electric Charges
AP - Check Detail (2/6/2024)Page 58 of 60
583
Last Name Acct 1 Amount Check Date Description
XCEL ENERGY INC 101-1550-4320 147.39 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1600-4320 86.85 1/31/2024 Electric Charges
XCEL ENERGY INC 700-0000-4320 7,974.49 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1190-4320 1,651.17 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1220-4320 1,027.25 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1170-4320 1,255.51 1/31/2024 Electric Charges
XCEL ENERGY INC 701-0000-4320 192.75 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1600-4320 82.59 1/31/2024 Electric Charges
XCEL ENERGY INC 700-0000-4320 192.76 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1312-4320 1,542.06 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1600-4320 215.37 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 37.00 1/31/2024 Electric Charges
XCEL ENERGY INC 700-7019-4320 6,022.76 1/31/2024 Electric Charges
XCEL ENERGY INC 700-7043-4320 4,215.23 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1120-1193 157.27 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1600-4320 23.60 1/31/2024 Electric Charges
XCEL ENERGY INC 701-0000-4320 3,185.91 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1540-4320 722.12 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 32.44 1/31/2024 Electric Charges
XCEL ENERGY INC 700-0000-4320 1,547.44 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 26,125.93 1/31/2024 Electric Charges
XCEL ENERGY INC 700-0000-4320 -684.26 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 24.33 1/31/2024 Electric Charges
XCEL ENERGY INC 101-1350-4320 58.36 1/31/2024 Electric Charges
56,020.89 1/31/2024
XCEL ENERGY INC 56,717.18
Zoom 101-1160-4207 86.70 12/18/2023 monthly zoom charge rec center Admin
86.70 12/18/2023
Zoom 101-1160-4207 86.70 1/17/2024 monthly zoom webinar charge
86.70 1/17/2024
Zoom 173.40
AP - Check Detail (2/6/2024)Page 59 of 60
584
Last Name Acct 1 Amount Check Date Description
1,204,200.33
AP - Check Detail (2/6/2024)Page 60 of 60
585
City Council Item
February 12, 2024
Item Approve Professional Services Agreement with SEH, Lake Ann Park Preserve
File No.Item No: E.6
Agenda Section CONSENT AGENDA
Prepared By Jerry Ruegemer, Park and Recreation Director
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves a professional services agreement with SEH for the Lake
Ann Park Preserve project in the amount of $304,700."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
BACKGROUND
A professional services contract with SEH was approved by the City Council on January 22, 2024, to
advance and finalize the 60% plans completed by HKGi and SEH to 90% completed. The 90%
construction documents were necessary to submit and obtain the necessary permits from the watershed
district during their review process and to finalize details for the development of Bid Package #2. The
tasks below were included to advance the project from its current state through and including awarding
the construction contract.
SEH SCOPE
Final Design
Boardwalk
Trail design
586
Stormwater BMPs
Parking Lot
Permitting
Project coordination
Bidding support
DISCUSSION
Project Understanding/Scope of Services
The scope of work for the second Professional Services Contract with SEH includes coordinating the
archeological investigation services by a subcontract with the 106 Group to satisfy the Minnesota State
Historic Preservation Office (SHPO), as well as full construction administration and staking and
construction observation services for both the Boardwalk Bid Package and the Trail and Parking Lot
Bid Package. SEH will also subcontract with HKGi again for this construction phase and with a
materials testing firm for both bid packages. The following tasks are necessary to complete this scope of
work:
1. Project Management
This task consists of general project management and coordination duties, such as managing internal
and external teams, scheduling budget management, pre-construction meetings, utility coordination
meetings (if needed), and general project correspondence and coordination. Since there are two bid
packages and likely two different contractors on site, SEH will coordinate between the two contracts to
ensure both contractors can complete their work efficiently. SEH will provide content for the city
website, social media, and mailings for the project. SEH will attend all meetings and HKGi will attend
meetings as needed.
2. Archeological Investigation
SEH will partner with the 106 Group to complete the required investigation and documentation to
satisfy SHPO regarding potential archaeological findings in the area of the trail near Lake Ann. The 106
Group will research and prepare for the fieldwork, including review of project materials and scoping,
review of SHPO data, OSA portal, MnModel, historical maps, aerial photographs, and other data to
assess archaeological potential. For the Phase I archaeological fieldwork, 106 Group will obtain the
required license to complete a visual assessment of the entire project area. Fieldwork will include
delineation of the site boundary for site 21CR0042. It is assumed that up to 8 shovel tests will be
required to delineate the site boundary and it is assumed that up to 25 artifacts will be identified.
Because of the moderate to high potential of the project area, it is assumed that on the newly identified
archaeological site, apart from 21CR0042, up to 25 artifacts will be identified and up to 8 radial shovel
tests will be required. 106 Group will provide a report with one site form update prepared for
21CR0042 and one site form prepared for the newly identified site, with up to 50 artifacts processed
and curated. A draft and final Phase I technical report will be provided in electronic format.
Phase II evaluation may be necessary if one or more potentially National Register of Historic Places-
eligible archaeological sites are identified during the Phase I survey. The level of effort for Phase II
evaluation would be dependent on how many potentially eligible archaeological sites are identified, as
well as the size and characteristics of the sites, which would not be known until after the Phase I survey
is completed. Phase II investigation of a typical pre-contact site might require agency coordination,
close interval shovel testing, excavation of one or two formal units, artifact analysis, and reporting.
587
3. Construction Staking
SEH will provide staking services which include setting up stakeout files, setting project control,
staking for the boardwalks, trail centerline, and offsets, parking lot, and stormwater BMPs.
4. Construction Administration and Observation
SEH will partner with HKGi to ensure all components of both bid packages are constructed per the
contract. This task includes four primary subtasks separated for both bid packages:
a. Preconstruction activities: SEH and HKGi will review shop drawings and contractor submittals.
SEH will finalize any outstanding permits and prepare an application for payment form.
b. Construction administration: SEH will finalize any contract documents, provide general
engineering support throughout construction, prepare applications for payment and change
orders, and attend on-site construction meetings (including preparation of meeting agenda and
minutes) for both bid packages.
c. Grant administration: HKGi will provide services to provide documentation required for the DNR
Boardwalk Grant and assist the city through the DNR’s grant agreement process. SEH will
provide payment requests to the DNR upon completion of Boardwalk A.
d. Construction observation: SEH and HKGi will provide part-time construction observation
throughout the construction of both bid packages, including SEH checking in each day with both
contractors to schedule site visits during key construction milestones. SEH will coordinate
observation with HKGi for their review of the construction staking. It is assumed that SEH field
staff may spend up to 20 hours a week during major construction activities.
e. Project closeout : SEH will provide project closeout services, including site closeout walkthrough,
development and coordination of punch list, as-built survey and drawings, and complete the final
application for payment and project closeout letter.
5. Materials Testing
SEH will partner with AET to coordinate materials testing for both bid packages. SEH will provide
required inspections and infiltration testing on the stormwater BMPs.
Assumptions:
Assumes two pre-construction meetings, one for each bid package, will be held at Chanhassen
City Hall.
For project communications, assumes the city will update websites and social media with content
provided by SEH. The cost includes two postcard mailings to neighborhoods on either side of the
project, up to 250 properties per mailing.
Assumes up to 15 construction meetings between the two bid packages will be held on-site, and
includes preparation of agenda and minutes.
588
SEH Subconsultants Total
Project Management &
Coordination $47,000 $3,900 $50,900
Archeological Investigation $7,000 $30,000 $37,000
Construction Staking $28,500 $28,500
Construction Administration &
Observation $89,200 $10,700 $99,900
Materials Testing $13,000 $20,400 $33,400
SUBTOTAL $184,700 $65,000 $249,700
Phase II Archaeological
Evaluation (if necessary) $5,000 $50,000 $55,000
TOTAL $189,700 $115,000 $304,700
Part-time construction observation services for both bid packages. The number of hours is
estimated based on previous similar projects and assumes an estimated construction timeframe.
The actual effort required by SEH field staff will be dictated by the contractors’ schedule during
construction.
Should changes to the trail alignment be required per the archeological investigation, a scope
change and fee amendment will be needed to update the plans and revise any required permits.
Fees & Estimated Project Costs
The table below describes how SEH will provide these services for a not-to-exceed fee of $249,700,
excluding the Phase II Archeological Evaluation. The Phase II evaluation will cost up to $55,000. SEH
will bill the city monthly for reimbursable expenses and on an hourly basis for labor.
BUDGET
These costs are included in the overall project budget for the Lake Ann Park Preserve. While the costs
related to the 106 group were unanticipated during earlier planning stages, the total project is still being
managed within the budget. If Phase II archaelogical evaluation is necessary, there may budgetary
impacts.
RECOMMENDATION
Staff recommends that the City Council approve a professional services agreement with SEH for the
Lake Ann Park Preserve project for up to $304,700.
ATTACHMENTS
Chanhassen SEH Professional Services Agreement Lake Ann Const Services 021224
589
1
227170v1
PROFESSIONAL SERVICES AGREEMENT
AGREEMENT made this 12th day of February 2024, by and between the CITY OF
CHANHASSEN,a Minnesota municipal corporation ("City") and SHORT ELLIOTT
HENDRICKSON, INC., a Minnesota corporation("SEH").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1.CONTRACT DOCUMENTS. The Contract consists of this Professional Services
Agreement together with the attached exhibits for an archeological investigation, construction
staking, construction administration and observation, and materials testing for the boardwalk, trail
and parking lot projects that are being bid as two separate construction contracts.
2.SCOPE OF SERVICES. The City retains SEH to provide professional services
described in the Scope of Services attached hereto as Exhibit A and Duties, Responsibilities, and
Limitations of Authority of the Resident Project Representative (RPR) attached hereto as Exhibit B.
3.COMPENSATION. SEH shall be paid by the City for the services described in
Exhibit A, a not to exceed fee of Three Hundred Thousand, Seven Hundred Dollars ($304,700),
inclusive of expenses. Services performed directly by SEH shall be paid at an hourly rate in
accordance with Exhibit C, subject to the not to exceed fee. SEH shall bill the City as the work
progresses. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice.
4.COMPLETION DATE. SEH must complete the services specified in the
Contract Documents on or before June 30, 2025.
5.CHANGE ORDERS. All change orders, regardless of amount, must be approved
in advance and in writing by the City. No payment will be due or made for work done in advance
of such approval.
6.DOCUMENTS. To the extent SEH owns the relevant intellectual property and has
been paid for its services, the City shall be the owner of all documents, reports, studies, analysis, and
the like delivered by SEH expressly required by this contract.
7.COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, SEH shall abide by all statutes, ordinances, rules, and regulations pertaining to the
provisions of services to be provided.
8.STANDARD OF CARE. SEH shall exercise the same degree of care, skill, and
diligence in the performance of the services as is ordinarily possessed and exercised by a
professional consultant under similar circumstances. No other warranty, expressed or implied, is
included in this Agreement. The City shall not be responsible for discovering deficiencies in the
accuracy of SEH’s services.
590
2
227170v1
9.INDEMNIFICATION. SEH shall indemnify and hold harmless the City, its
officers, agents, and employees, of and from any and all claims, demands, actions, causes of action,
including costs and attorney's fees, to the extent caused by SEH’s negligence. SEH disclaims any
duty to defend the City.
10.INSURANCE. SEH, at its expense, shall procure and maintain in force for the
duration of this Agreement the following minimum insurance coverages:
A.General Liability. SEH agrees to maintain commercial general liability
insurance in a minimum amount of $1,000,000 per occurrence; $2,000,000
annual aggregate. The policy shall cover liability arising from premises,
operations, products, completed operations, personal injury, advertising
injury, and contractually assumed liability. The City shall be endorsed as an
additional insured.
B.Automobile Liability.If SEH operates a motor vehicle in performing the
Services under this Agreement, SEH shall maintain commercial automobile
liability insurance, including owned, hired, and non-owned automobiles, with
a minimum liability limit of $1,000,000 combined single limit.
C.Workers’ Compensation.SEH agrees to provide workers’ compensation
insurance for all its employees in accordance with the statutory requirements
of the State of Minnesota. SEH shall also carry employer’s liability coverage
with minimum limits as follows:
$500,000 – Bodily Injury by Disease per employee
$500,000 – Bodily Injury by Disease aggregate
$500,000 – Bodily Injury by Accident
D.Professional (Errors and Omissions) Insurance. SEH will maintain
professional liability insurance for all claims SEH may become legally
obligated to pay resulting from any negligent act, negligent error, or negligent
omission related to SEH’s professional services required under this
Agreement. SEH is required to carry the following minimum limits:
$1,000,000 per occurrence and $2,000,000 annual aggregate. The retroactive
or prior acts date of such coverage shall not be after the effective date of this
Agreement, and SEH shall maintain such insurance for a period of at least
three (3) years following completion of the Services. If such insurance is
discontinued, extended reporting period coverage must be obtained by SEH
to fulfill this requirement.
SEH shall, prior to commencing the Services, deliver to the City a Certificate of Insurance as evidence
that the above coverages are in full force and effect.
591
3
227170v1
The insurance requirements may be met through any combination of primary and umbrella/excess
insurance.
SEH’s policies shall be the primary insurance to any other valid and collectable insurance available
to the City with respect to any claim arising out of SEH’s performance under this Agreement.
SEH’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the
policies shall not be cancelled without at least thirty (30) days advanced written notice to the City.
11.INDEPENDENT CONTRACTOR. The City hereby retains SEHas an independent
contractor upon the terms and conditions set forth in this Agreement. SEH is not an employee of the
City and is free to contract with other entities as provided herein. SEH shall be responsible for
selecting the means and methods of performing the work. SEH shall furnish any and all supplies,
equipment, and incidentals necessary for SEH’s performance under this Agreement. City and SEH
agree that SEH shall not at any time or in any manner represent that SEH or any of SEH's agents or
employees are in any manner agents or employees of the City. SEH shall be exclusively responsible
under this Agreement for SEH’s own FICA payments, workers compensation payments,
unemployment compensation payments, withholding amounts, and/or self-employment taxes if any
such payments, amounts, or taxes are required to be paid by law or regulation.
12.SUBCONTRACTORS. SEH shall not enter into subcontracts for services provided
under this Agreement without the express written consent of the City. SEH shall comply with
Minnesota Statutes § 471.425. SEH must pay subcontractors for all undisputed services provided
by subcontractors within ten (10) days of SEH’s receipt of payment from City. SEH must pay
interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractors
on any undisputed amount not paid on time to subcontractors. The minimum monthly interest
penalty payment for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars
($10.00).
13.ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising
herein, without the written consent of the other party.
14.WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
15.ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof, as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
16.CONTROLLING LAW/VENUE. This Agreement shall be governed by and
construed in accordance with the laws of the State of Minnesota. In the event of litigation, the
592
4
227170v1
exclusive venue shall be in the District Court of the State of Minnesota for Carver County
Minnesota.
17.COPYRIGHT. SEH shall defend actions or claims charging infringement of any
copyright or patent by reason of the use or adoption of any designs, drawings, or specifications
supplied by it, and it shall hold harmless the City from loss or damage resulting there from.
18.PATENTED DEVICES, MATERIALS AND PROCESSES. SEH shall
indemnify and hold harmless the City from any and all claims for infringement by reason of the
use of any such patented design, device, material or process, or any trademark or trade name or
copyright in connection with the services agreed to be performed under the Contract, and shall
indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from
any such infringement.
19.AUDIT. Pursuant to Minnesota Statutes § 16C.05, Subdivision 5, SEH agrees that
the City, the State Auditor, or any of their duly authorized representatives at any time during normal
business hours and as often as they may reasonably deem necessary shall have access to and the right
to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are
pertinent to the accounting practices and procedures of the City, and involve transactions relating to
this Agreement. SEH agrees to maintain these records for a period of six years from the date of
termination of this Agreement.
20.MINNESOTA GOVERNMENT DATA PRACTICES ACT. SEH must comply
with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to
(1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected,
received, stored, used, maintained, or disseminated by SEH pursuant to this Agreement. SEH is
subject to all the provisions of the Minnesota Government Data Practices Act, including but not
limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity.
In the event SEH receives a request to release data, SEH must immediately notifytheCity. The City
will give SEHinstructions concerning the release of the data to the requesting party before the data is
released. SEH agrees to defend, indemnify, and hold City, its officials, officers, agents, employees,
and volunteers harmless from any claims resulting from SEH’s officers’, agents’, city’s, partners’,
employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected
data. The terms of this paragraph shall survive the cancellation or termination of this Agreement.
21.NOTICES. All notices, demands, or requests required or permitted to be made
pursuant to or under this Agreement must be in writing and deemed valid if sent by registered mail,
return receipt requested, or delivered by overnight delivery service providing written evidence of
delivery or by hand delivery by reputable independent courier providing written evidence of
delivery, addressed as follows:
Notice to City:Park & Recreation Director
PO Box 147
Chanhassen, MN 55317
593
5
227170v1
Notice to SEH:________________________
________________________
________________________
22.NONDISCRIMINATION. In the hiring of employees to perform work under this
Agreement, SEH shall not discriminate against any person by reason of any characteristic or
classification protected by the state or federal law.
23.TERMINATION OF THE AGREEMENT. The City may terminate this
Agreement or any part thereof at any time, upon written notice to SEH, effective upon delivery,
including the delivery by facsimile or email. In such event, SEH will be entitled to compensation
for work performed up to the date of termination based upon the payment terms of this Agreement.
24.REUSE. All work prepared by SEH pursuant to this Agreement is not intended or
represented to be suitable for reuse by the City or others on extensions of the project or on any
other project. Any reuse of SEH’s work without written consent or adaptation by SEH for the
specific purpose intended will be at the City’s sole risk and without liability or legal exposure to
SEH, and the City shall release SEH from all claims arising from such use.
25.CONSEQUENTIAL DAMAGES. Neither Party shall be liable for the other for
consequential damages, including without limitation lost rentals; increased rental expenses; loss
of use; loss of income; lost profit, financing, business, or reputation; and loss of management or
employee productivity incurred by one another or their subsidiaries or successors, regardless of
whether such damages are foreseeable and are caused by breach of contract, willful misconduct,
negligent act or omission, or other wrongful act of either of them.
20.DISPUTE RESOLUTION. Any dispute between the City and SEH arising out of
or relating to this Agreement or the work (except for SEH’s unpaid invoices) shall be submitted to
mediation as a precondition to litigation unless the parties mutually agree otherwise.
594
6
227170v1
CITY OF CHANHASSEN
BY: _____________________________________________
Elise Ryan, Mayor
AND: ___________________________________________
Laurie Hokkanen, City Manager
SHORT ELLIOTT HENDRICKSON, INC.
BY: _____________________________________________
Toby Muse, Principal
595
7
227170v1
EXHIBIT A
SEH SCOPE OF WORK
Our scope of work includes coordinating the archeological investigation services by a
subcontract with the 106 Group to satisfy the Minnesota State Historic Preservation Office
(SHPO), as well as, full construction administration, staking and construction observation
services for both the Boardwalk Bid Package and the Trail and Parking Lot Bid Package. SEH
will also subcontract with HKGi again for this construction phase and with a materials testing
firm, American Engineering Testing, for both bid packages. The following tasks are necessary
to complete this scope of work:
1. Project Management
This task consists of general project management and coordination duties, such as
managing internal and external teams, schedule budget management, pre-construction
meetings, utility coordination meetings (if needed), and general project correspondence
and coordination. Since there are two bid packages and likely two different contractors
on site, SEH will coordinate between the two contracts to ensure both contractors can
complete their work efficiently. SEH will provide content for City website, social media,
and mailings for the project. SEH will attend all meetings and HKGi will attend
meetings, as needed.
2. Archeological Investigation
SEH will partner with the 106 Group to complete the required investigation and
documentation to satisfy SHPO regarding potential archaeological findings in the area of
the trail near Lake Ann. The 106 Group will research and prepare for the field work,
including review of project materials and scoping, review of SHPO data, OSA portal,
MnModel, historical maps and aerial photographs, another data to assess archaeological
potential. For the Phase I archaeological fieldwork, 106 Group will obtain the required
license to complete a visual assessment of the entire project area. Fieldwork will include
delineation of the site boundary for site 21CR0042. It is assumed that up to 8 shovel tests
will be required to delineate the site boundary and it is assumed that up to 25 artifacts
will be identified. Because of the moderate to high potential of the project area, it is
assumed that on newly identified archaeological site, apart from 21CR0042, and up to 25
artifacts will be identified and up to 8 radial shovel tests will be required. 106 Group will
provide a report with one site form update prepared for 21CR0042 and one site form
prepared for the newly identified site, with up to 50 artifacts processed and curated. A
draft and final Phase I technical report will be provided in electronic format.
Phase II evaluation may be necessary if one or more potentially National Register of
Historic Places-eligible archaeological sites were identified during Phase I survey. The
level of effort for Phase II evaluation would be dependent on how many potentially
eligible archaeological sites are identified, as well as the size and characteristics of the
sites, which would not be known until after the Phase I survey is completed. Phase II
investigation of a typical precontact site might require agency coordination, close interval
shovel testing, excavation of one or two formal units, artifact analysis, and reporting.
596
8
227170v1
3. Construction Staking
SEH will provide staking services which include setting up stakeout files, setting project
control, staking for the boardwalks, trail centerline and offsets, parking lot, and
stormwater BMPs.
4. Construction Administration and Observation
SEH will partner with HKGi to ensure all components of both bid packages are
constructed per the contract. This task includes four primary subtasks separated for both
bid packages:
a.Preconstruction activities: SEH and HKGi will review shop drawings and
contractor submittals. SEH will finalize any outstanding permits and prepare an
application for payment form.
b.Construction administration:We will finalize any contract documents, provide
general engineering support throughout construction, prepare applications for
payment and change orders, and attend on-site construction meetings (including
preparation of meeting agenda and minutes) for both bid packages.
c.Grant administration:HKGi will provide services to provide documentation
required for the DNR Boardwalk Grant and assist the City through the DNR’s
grant agreement process. SEH will provide payment requests to the DNR upon
completion of Boardwalk A.
d.Construction observation: SEH and HKGi will provide part-time construction
observation throughout construction of both bid packages, including SEH
checking in each day with both contractors to schedule site visits during key
construction milestones. SEH will coordinate observation with HKGi for their
review of the construction staking. It is assumed that SEH field staff may spend
up to 20 hours a week during major construction activities.
e.Project closeout:SEH will provide project closeout services, including site
closeout walkthrough, development and coordination of punch list, as-built survey
and drawings, and complete the final application for payment and project closeout
letter.
5. Materials Testing
SEH will partner with AET to coordinate materials testing for both bid packages. SEH
will provide required inspections and infiltration testing on the stormwater BMPs.
Assumptions:Assumes two pre-construction meetings, one for each bid package, will be held at
Chanhassen City Hall.For project communications, assumes the City will update websites and social media with
content provided by SEH. The cost includes 2 postcard mailings to neighborhoods on
either side of the project, up to 250 properties per mailing.Assumes up to 15 construction meetings between the two bid packages will be held on-
site, and includes preparation of agenda and minutes.Part-time construction observation services for both bid packages. The number of hours
are estimated based on previous similar projects and assume an estimated construction
timeframe. The actual effort required by SEH field staff will be dictated by the
contractors’ schedule during construction.Should changes to the trail alignment be required per the archeological investigation, a
scope change and fee amendment will be needed to update the plans and revise any
required permits.
597
9
227170v1
EXHIBIT B
DUTIES, RESPONSIBILITIES, AND LIMITATIONS
OF AUTHORITY OF THE RESIDENT PROJECT REPRESENTATIVE (RPR)
Through more extensive on site observations of the construction work in progress and field
checks of materials and equipment by the Resident Project Representative (RPR), SEH shall
endeavor to provide further protection for the City against defects and deficiencies in the work of
contractor (Work); but, the furnishing of such services will not make SEH responsible for or give
SEH control over construction means, methods, techniques, sequences or procedures or for
safety precautions or programs, or responsibility for contractor’s failure to perform the Work in
accordance with the Contract Documents. Contract Documents are the documents that govern or
are pertinent to contractor’s Work including but not limited to the agreement between the City
and contractor, the contractor’s bid, the bonds, specs, drawings, field orders, addenda,
clarifications, interpretations, approved shop drawings and reports collectively called the
Contract Documents. The duties and responsibilities of the RPR are further defined as follows:
A. General
RPR is an agent of SEH at the site, will act as directed by and under the supervision of
SEH, and will confer with SEH regarding RPR’s actions. RPR’s dealings in matters
pertaining to the on site work shall in general be with SEH and contractor keeping the City
advised as necessary. RPR’s dealings with subcontractors shall only be through or with the
full knowledge and approval of contractor. RPR shall generally communicate with the City
with the knowledge of and under the direction of SEH.
B. Duties and Responsibilities of RPR
1. Schedules: Review the progress schedule, schedule of shop drawing submittals and
schedule of values prepared by Contractor and consult with SEH concerning
acceptability.
2. Conferences and Meetings: Attend meetings with contractor, such as preconstruction
conferences, progress meetings, job conferences and other project-related meetings,
and prepare and circulate copies of minutes thereof.
3. Liaison:
(a) Serve as SEH’s liaison with contractor, working principally through
contractor’s superintendent and assist in understanding the intent of the Contract
Documents; and assist SEH in serving as City’s liaison with contractor when
contractor’s operations affect City’s on-site operations.
(b) Assist in obtaining from the City additional information, when required for
proper execution of the Work.
4. Shop Drawings and Samples*:
(a) Record date of receipt of shop drawings and samples.
(b) Receive samples furnished at the site by contractor, and notify SEH of
availability of samples.
(c) Advise SEH and contractor of the commencement of any Work requiring a shop
drawing or sample if the submittal has not been approved by SEH.
598
10
227170v1
5. Review of Work, Observations and Tests:
(a) Conduct on-site observations of the Work in progress to assist SEH in
determining if the Work is in general proceeding in accordance with the
Contract Documents.
(b) Report to SEH whenever RPR believes that any Work is unsatisfactory, faulty
or defective or does not conform to the Contract Documents, or has been
damaged, or does not meet the requirements of any inspection, test or approval
required to be made; and advise SEH of Work that RPR believes should be
corrected or rejected or should be uncovered for observation, or requires special
testing, inspection or approval.
(c) Determine if tests, equipment and systems start-ups and operating and
maintenance training are conducted in the presence of appropriate personnel,
and that Contractor maintains adequate records thereof; and observe, record and
report to SEH appropriate details relative to the test procedures and start-ups.
(d) Accompany visiting inspectors representing public or other agencies having
jurisdiction over the Project, record the results of these inspections and report to
SEH.
6. Interpretation of Contract Documents: Report to SEH when clarification and
interpretations of the Contract Documents are requested by contractor and transmit to
contractor clarifications and interpretations as issued by SEH.
7. Modifications: Consider and evaluate contractor’s suggestions for modifications in
drawings or specifications and report with RPR’s recommendations to SEH. Transmit
to contractor decisions as issued by SEH.
8. Records:
(a) Maintain at the job site orderly files for correspondence, reports of job
conferences, shop drawings and samples, reproductions of original Contract
Documents including all addenda, change orders, field orders, additional
drawings issued subsequent to the execution of the construction contract, SEH’s
clarifications and interpretations of the Contract Documents, progress reports,
and other related documents.
(b) Keep a diary or log book, recording contractor hours on the job site, weather
conditions, data relative to questions of change orders, or changed conditions,
list of job site visitors, daily activities, decisions, observations in general, and
specific observations in more detail as in the case of observing test procedures;
and send copies to SEH.
(c)Record names, addresses and telephone numbers of all contractors,
subcontractors and major suppliers of materials and equipment.
9. Reports:
(a) Furnish SEH periodic reports as required of progress of the Work and of
contractor’s compliance with the progress schedule and schedule of shop
drawing and sample submittals.
(b) Consult with SEH in advance of scheduled major tests, inspections or start of
important phases of the Work.
(c) Draft proposed change orders and Work, obtaining backup material from
contractor and recommend to SEH change orders, and field orders.
599
11
227170v1
(d) Report immediately to SEH and the City upon the occurrence of any accident.
10. Payment Requests: Review applications for payment with contractor for compliance
with the established procedure for their submission and forward with
recommendations to SEH, noting particularly the relationship of the payment
requested to the schedule of values, Work completed and materials and equipment
delivered at the site but not incorporated in the Work.
11. Certificates, Maintenance and Operation Manuals: During the course of the Work,
verify that certificates, maintenance and operation manuals and other data required to
be assembled and furnished by contractor are applicable to the items actually installed
and in accordance with the Contract Documents, and have this material delivered to
SEH for review and forwarding to the City prior to final payment for the Work.
12. Completion:
(a) Before SEH issues a certificate of substantial completion, submit to contractor a
list of observed items requiring completion or correction.
(b) Conduct final inspection in the company of SEH, the City, and contractor and
prepare a final list of items to be completed or corrected.
(c) Observe that all items on final list have been completed or corrected and make
recommendations to SEH concerning acceptance.
C. Limitations of Authority
Resident Project Representative:
1. Shall not authorize any deviation from the Contract Documents or substitution of
materials or equipment, unless authorized by the City.
2. Shall not exceed limitations of SEH’s authority as set forth in the Agreement for
Professional Services.
3. Shall not undertake any of the responsibilities of contractor, subcontractors or
contractor’s superintendent.
4. Shall not advise on, issue directions regarding or assume control over safety
precautions and programs in connection with the Work.
5. Shall not accept shop drawing or sample submittals from anyone other than
contractor.
6. Shall not authorize the City to occupy the Project in whole or in part.
7. Shall not participate in specialized field or laboratory tests or inspections conducted
by others except as specifically authorized by SEH.
600
12
227170v1
EXHIBIT C
PAYMENTS FOR SERVICES AND EXPENSES
The Agreement for Professional Services is amended and supplemented to include the following
agreement of the parties:
A. Hourly Basis Option
The City and SEH select the hourly basis for payment for services provided by SEH. SEH
shall be compensated monthly. Monthly charges for services shall be based on SEH’s
current billing rates for applicable employees plus charges for expenses and equipment.
SEH will provide an estimate of the costs for services in this Agreement. It is agreed that
after 90% of the estimated compensation has been earned and if it appears that completion
of the services cannot be accomplished within the remaining 10% of the estimated
compensation, SEH will notify the City and confer with representatives of the City to
determine the basis for completing the work.
Compensation to SEH based on the rates is conditioned on completion of the work within
the effective period of the rates. Should the time required to complete the work be extended
beyond this period, the rates shall be appropriately adjusted.
B. Expenses
The following items involve expenditures made by SEH employees or professional
consultants on behalf of the City. Their costs are not included in the hourly charges made
for services but instead are reimbursable expenses required in addition to hourly charges
for services and shall be paid for as described in this Agreement:
1. Transportation and travel expenses.
2. Long distance services, dedicated data and communication services, teleconferences,
Project Web sites, and extranets.
3.Lodging and meal expense connected with the Project.
4. Fees paid, in the name of the City, for securing approval of authorities having
jurisdiction over the Project.
5. Plots, Reports, plan and specification reproduction expenses.
6. Postage, handling and delivery.
7. Expense of overtime work requiring higher than regular rates, if authorized in
advance by the City.
8. Renderings, models, mock-ups, professional photography, and presentation materials
requested by the City.
9. All taxes levied on professional services and on reimbursable expenses.
10. Other special expenses required in connection with the Project.
11. The cost of special consultants or technical services as required. The cost of
subconsultant services shall include actual expenditure plus 10% markup for the cost
of administration and insurance.
The City shall pay SEH monthly for expenses.
601
13
227170v1
C. Equipment Utilization
The utilization of specialized equipment, including automation equipment, is recognized as
benefiting the City. The City, therefore, agrees to pay the cost for the use of such
specialized equipment on the project. SEH invoices to the City will contain detailed
information regarding the use of specialized equipment on the project and charges will be
based on the standard rates for the equipment published by SEH.
The City shall pay SEH monthly for equipment utilization.
602
City Council Item
February 12, 2024
Item Approve Application from Southern Valley Alliance to Conduct Excluded
Bingo at Chanhassen Brewing Company located at 951 West 78th Street
File No.Item No: E.7
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, Sr. Admin Support Specialist
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves an application from the Southern Valley Alliance to
conduct Excluded Bingo at Chanhassen Brewing Company located at 951 West 78th Street."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
The Southern Valley Alliance would like to conduct Purse Bingo at Chanhassen Brewing Company on
March 17, 2024.
BACKGROUND
Per Ordinance 716, City Council approval is required for an LG240B Permit Application to Conduct
Excluded Bingo to be submitted to the Minnesota Gambling Control Board from an unlicensed
registered non-profit organization seeking to conduct lawful gambling within the city.
Southern Valley Alliance is an unlicensed registered non-profit organization qualified to conduct
excluded bingo in the State of Minnesota and has received application approval from the city in the
past.
603
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends that the City Council approves the LG240B Excluded Bingo permit application from
Southern Valley Alliance to host bingo at Chanhassen Brewing Company located at 951 West 78th
Street on March 17, 2024.
ATTACHMENTS
Application to Conduct Excluded Bingo LG240B
Ordinance 716
604
605
606
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. 716
AN ORDINANCE AMENDING THE CITY CODE
CONCERNING REGULATION OF LAWFUL GAMBLING
THE CITY COUNCIL OF CHANHASSEN, MINNESOTA ORDAINS:
SECTION 1. Article 10-V “Gambling” of the Chanhassen City Code is amended in its
entirety to read as follows:
Sec 10-150 Adoption of State Law by Reference
The provisions of Minn. Stat. ch. 349, as they may be amended from time to time, with reference
to the definition of terms, conditions of operation, provisions relating to sales, and all other
matters pertaining to lawful gambling are hereby adopted by reference and are made a part of
this ordinance as if set out in full. It is the intention of the Council that all future amendments of
Minn. Stat. ch. 349, are hereby adopted by reference or referenced as if they had been in
existence at the time this ordinance was adopted.
Sec 10-151 City May be More Restrictive Than State Law
The Council is authorized by the provisions of Minn. Stat. § 349.213, as it may be amended from
time to time, to impose, and has imposed in this ordinance, additional restrictions on gambling
within its limits beyond those contained in Minn. Stat. ch. 349, as it may be amended from time
to time.
Sec 10-152 Purpose
The purpose of this ordinance is to regulate lawful gambling within the City of Chanhassen, to
prevent its commercialization, to ensure the integrity of operations, and to provide for the use of
net profits only for lawful purposes.
Sec 10-153 Definitions
In addition to the definitions contained in Minn. Stat. § 349.12, as it may be amended from time
to time, the following terms are defined for purposes of this ordinance:
(a) Board, as used in this ordinance, means the State of Minnesota Gambling Control Board.
(b) City, as used in this ordinance, means the City of Chanhassen.
(c) Council, as used in this ordinance, means the City Council of the City of Chanhassen.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
607675
2
(d) Licensed Organization, as used in this ordinance, means an organization licensed by the
Board.
(e) Local Permit, as used in this ordinance, means a permit issued by the city.
(f) Trade Area, as used in this ordinance, means this city and each city and township contiguous
to this city.
Sec 10-154 Applicability
This ordinance shall be construed to regulate all forms of lawful gambling within the city except
bingo conducted within a nursing home or a senior citizen housing project or by a senior citizen
organization if the prizes for a single bingo game do not exceed $10, total prizes awarded at a
single bingo occasion do not exceed $200, only members of the organization, residents of the
nursing home or housing project, and their guests, are allowed to play in a bingo game, no
compensation is paid for any persons who conduct the bingo, and a manager is appointed to
supervise the bingo.
Sec 10-155 Lawful Gambling Permitted
Lawful gambling is permitted within the city provided it is conducted in accordance with Minn.
Stat. §§ 609.75-.763, inclusive, as they may be amended from time to time; Minn. Stat. §§
349.11-.23, inclusive, as they may be amended from time to time; and this ordinance.
Sec 10-156 Council Approval
Lawful gambling authorized by Minn. Stat. §§ 349.11-.23, inclusive, as they may be amended
from time to time, shall not be conducted unless approved by the Council, subject to the
provisions of this ordinance and state law.
Sec 10-157 Application and Local Approval of Premises Permits
(a) Any organization seeking to obtain a premises permit from the Board shall file with the city
clerk an executed, complete duplicate application, together with all exhibits and documents
accompanying the application as will be filed with the Board. Each organization licensed to
conduct lawful gambling in the City shall complete the City's investigation form, submit
copies of all state gambling application forms, all records and reports required to be filed
within the State Gambling Control Board pursuant to Minnesota Statues, Chapter 349, and
the rules and regulations promulgated thereunder, and submit any additional information
required by the City.
(b) Upon receipt of an application for issuance of a premises permit, the city cl erk shall transmit
the application to the county sheriff for review and recommendation.
(c) The county sheriff shall investigate the matter and make the review and recommendation to
the City Council as soon as possible, but in no event later than 45 days following receipt of
the notification by the city.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
608676
3
(d) Organizations applying for a state-issued premises permit shall pay the city an investigation
fee established by ordinance. This fee shall be refunded if the application is withdrawn
before the investigation is commenced. If approved by the City Council and the Board, a
licensed organization will be responsible for an annual investigative fee for conducting
lawful gambling within the city.
(e) The applicant shall be notified in writing of the date on which the Council will consider the
recommendation.
(f) The Council shall receive the county sheriff’s report and consider the application within 45
days of the date the application was submitted to the city clerk.
(g) The Council shall by resolution approve or disapprove the application within 60 days of
receipt of the application.
(h) The Council shall deny an application for issuance or renewal of a premises permit for any
of the following reasons:
(1) An applicant’s officer, director, or other person in a supervisory or management position
a. has been convicted of a felony within the last five (5) years;
b. has ever been convicted of a crime involving gambling;
c. is not of good moral character or repute;
d. has ever been convicted of
1. assault,
2. a criminal violation involving the use of a firearm, or
3. making terroristic threats;
e. owes delinquent local, state or federal taxes, or is delinquent on any other city bill.
(2) The premises is in violation of any land use or zoning ordinance or owes delinquent local,
state or federal taxes, or is delinquent on any other city bill.
(3) Violation by the gambling organization of any state statute, state rule, or city ordinance
relating to gambling within the last three (3) years.
(4) Violation by the on-sale establishment or organization leasing its premises for gambling
of any state statute, state rule, or city ordinance relating to the operation of the
establishment, including, but not limited to, laws relating to alcoholic beverages,
gambling, controlled substances, suppression of vice, and protection of public safety
within the last three (3) years.
(5) Lawful gambling would be conducted at premises other than those for which an on-sale
liquor license has been issued.
(6) Failure of the applicant to pay the investigation fee provided by Subdivision 4 within the
prescribed time limit.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
609677
4
(7) Operation of gambling at the site would be detrimental to health, safety, and welfare of
the community.
Otherwise, the Council shall pass a resolution approving the application.
Sec 10-158 Local Permits
(a) No organization shall conduct lawful gambling excluded or exempted from state licensure
requirements by Minn. Stat. § 349.166, as it may be amended from time to time, without a
valid local permit. This section shall not apply to lawful gambling exempted from local
regulation by Section 10-154 of this ordinance.
(b) Applications for issuance or renewal of a local permit shall be on a form prescribed by the
city. The application shall contain the following information:
(1) Name and address of the organization requesting the permit.
(2) Name and address of the officers and person accounting for receipts, expenses, and
profits for the event.
(3) Dates of gambling occasion for which permit is requested.
(4) Address of premises where event will occur.
(5) Copy of rental or leasing arrangement, if any, connected with the event, including rent to
be charged to the organization, which rental or leasing arrangement may not provide for
rental payments based on a percentage of receipts or profits from lawful gambling.
(6) Estimated value of prizes to be awarded.
(c) The fee for a local permit shall be as established by city ordinance. The fee shall be
submitted with the application for a local permit. This fee shall be refunded if the application
is withdrawn before the investigation is commenced.
(d) Upon receipt of an application for issuance or renewal of a local permit, the city clerk shall
transmit the notification to the county sheriff for review and recommendation.
(e) The county sheriff shall investigate the matter and make review and recommendation to the
City Council as soon as possible, but in no event later than 45 days following receipt of the
notification by the city.
(f) The applicant shall be notified in writing of the date on which the Council will consider the
recommendation.
(g) The Council shall receive the county sheriff’s report and consider the application within 45
days of the date the application was submitted to the city clerk.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
610678
5
(h) The Council shall deny an application for issuance or renewal of a local permit for any of the
following reasons:
(1) Violation by the gambling organization of any state statute, state rule, or city ordinance
relating to gambling within the last three (3) years.
(2) Violation by the on-sale establishment, or organization leasing its premises for gambling,
of any state statute, state rule, or city ordinance relating to the operation of the
establishment, including, but not limited to, laws relating to the operation of the
establishment, laws relating to alcoholic beverages, gambling, controlled substances,
suppression of vice, and protection of public safety within the last three (3) years.
(3) Operation of gambling at the site would be detrimental to health, safety, and welfare of
the community.
Otherwise, the Council shall approve the application.
Sec 10-159 Revocation and Suspension of Local Permits
(a) A local permit may be revoked or temporarily suspended for a violation by the gambling
organization of any state statute, state rule, or city ordinance relating to gambling.
(b) A local permit shall not be revoked or suspended until written notice and an opportunity for a
hearing have first been given to the permitted person. The notice shall be personally served
or sent by certified or registered mail. If the person refuses to accept notice, notice of the
violation shall be served by posting it on the premises. Notice shall state the provision
reasonably believed to be violated and shall also state that the permitted person may demand
a hearing on the matter, in which case the permit will not be suspended until after the hearing
is held. If the permitted person requests a hearing, the Council shall hold a hearing on the
matter at least one week after the date on which the request is made. If, as a result of the
hearing, the Council finds that an ordinance violation exists, then the Council may suspend or
revoke the permit.
Sec 10-160 Display of Permit
All permits issued under state law or this ordinance shall be prominently displayed during the
permit year at the premises where gambling is conducted.
Sec 10-161 Notification Of Material Changes To Application
An organization holding a state-issued premises permit or a local permit shall notify the city
within ten (10) days in writing whenever any material change is made in the information
submitted on the application.
Sec 10-162 Contribution Of Net Profits To Fund Administered By City
(a) Each organization licensed to conduct lawful gambling within the city pursuant to Minn.
Stat. § 349.16, as it may be amended from time to time, shall contribute ten percent (10%) of
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
611679
6
its net profits derived from lawful gambling in the city to a fund administered and regulated
by the city without cost to the fund. The city shall disburse the funds for charitable
contributions as defined by Minn. Stat. § 349.12, subd. 7a, as it may be amended from time
to time.
(b) Payment under this section shall be made on the last day of each month.
(c) The city’s use of such funds shall be determined at the time of adoption of the city’s annual
budget or when the budget is amended.
(d) An organization that conducts gambling on fewer than five days in a calendar year is exempt
from the requirements of this section.
Sec 10-163 Designated Trade Area
(a) Each organization licensed to conduct gambling within the city shall expend fifty percent
(50%) of its lawful purpose expenditures on lawful purposes conducted within the city’s
trade area.
(b) This section applies only to lawful purpose expenditures of gross profits derived from
gambling conducted at a premises within the city’s jurisdiction.
(c) An organization that conducts gambling on fewer than five days in a calendar year is exempt
from the requirements of this section.
Sec 10-164 Records and Reporting
(a) Organizations conducting lawful gambling shall file with the city clerk one copy of all
records and reports required to be filed with the Board, pursuant to Minn. Stat. ch. 349, as it
may be amended from time to time, and rules adopted pursuant thereto, as they may be
amended from time to time. The records and reports shall be filed on or before the day they
are required to be filed with the Board.
(b) Organizations licensed by the Board shall file a report with the city proving compliance with
the trade area spending requirements imposed by Section 10-163. Such report shall be made
on a form prescribed by the city and shall be submitted annually.
Sec 10-165 Hours of Operation
Lawful gambling shall not be conducted between 1 a.m. and 8 a.m. on any day of the week.
Sec 10-166 Penalty
Any person who violates any provision of this ordinance; Minn. Stat. §§ 609.75-609.763,
inclusive, as they may be amended from time to time; or Minn. Stat. §§ 349.11-349.21, as they
may be amended from time to time; or any rules promulgated under those sections, as they may
be amended from time to time, shall be guilty of a misdemeanor and subject to a fine of not more
than $1,000 or imprisonment for a term not to exceed 90 days, or both, plus in either case the
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
612680
7
costs of prosecution. In addition, violations shall be reported to the Board, and recommendations
shall be made for suspension, revocation, or cancellation of an organization’s license.
Sec 10-167 Severability
If any provision of this ordinance is found to be invalid for any reason by a court of competent
jurisdiction, the validity of the remaining provisions shall not be affected.
SECTION 2. Effective Date. This ordinance becomes effective on the date of its
publication or upon the publication of a summary of the ordinance as provided by Minn. Stat. §
412.191, subd. 4, as it may be amended from time to time, which meets the requirements of
Minn. Stat. § 331A.01, subd. 10, as it may be amended from time to time.
PASSED AND ADOPTED this 9th day of October 2023 by the City Council of the City
of Chanhassen, Minnesota.
ATTEST:
Kim Meuwissen City Clerk Elise Ryan, Mayor
(Summary Ordinance Published in the Chanhassen Villager on October 19, 2023)
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
613681
City Council Item
February 12, 2024
Item Approve Contract for Services with BKV Group for Chanhassen Bluffs Sports
Complex
File No.Item No: E.8
Agenda Section CONSENT AGENDA
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the contract for services for conceptual design with BKV
Group for Chanhassen Bluffs Sports Complex."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The Chanhassen Bluffs Sports Complex is envisioned as a new regional recreation destination for all
ages. The facility would be located in the southeast corner of the Avienda development, at the
intersection of Highway 212 and Powers Boulevard.
Facility amenities being considered include:
Two sheets of ice
Indoor walking track
Field house with turf and/or gymnasium
Indoor Playground
Community room spaces
A restaurant connected to the facility
614
Additional community engagement to refine the project scope will occur over the coming months. Visit
the project webpage for additional background information.
BACKGROUND
The city proposes to engage BKV Group and Kraus-Anderson to complete a concept design exercise for
the Chanhassen Bluffs Sport Complex. The team will build upon the preliminary work completed by the
city and provide a fresh look at the design solution with further development. The result will be a
conceptual design package that will be used by the city to inform voters who will be deciding on a local
sales tax ballot measure to support the project’s funding. BKV will work collaboratively with Kraus-
Anderson to provide realistic cost estimates. BKV will also provide some community engagement as
part of the proposal.
DISCUSSION
BUDGET
The city proposes implementing a 0.5% local option sales tax to pay for most of the facility. Other
funding sources include requesting state bonding, selling naming rights, and tax abatement bonds. A
local option sales tax is a special-purpose tax implemented and levied at the city or county level.
Chanhassen residents will vote on the Chanhassen Bluffs Sports Complex and the local option sales tax
on the November 2024 ballot.
The total cost of the contract with BKV and Kraus-Anderson is $74,500 and up to $1,500 in
reimbursable expenses. The City Council set aside $50,000 in assigned fund balance for this purpose in
2022/2023 that will be utilized, with the balance coming from underspent items in 2023.
If the city engages BKV and/or Kraus-Anderson for subsequent design and construction management
services for the full development of a future project, the fees associated with each firm would be
credited from future project agreements by the firm(s) engaged.
RECOMMENDATION
Staff recommends approval of the contract for concept design with BKV Group.
ATTACHMENTS
2024.0122 Chanhassen Bluffs Sports Complex Fee Proposal
Professional Services Agreement
615
January 22, 2024
Laurie Hokkanen, City Manager
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55317
E-mailed: lhokkanen@chanhassenmn.gov
RE: Proposal for Conceptual Design for the Chanhassen Bluffs Recreation Facility
Laurie,
On behalf of the BKV Group team, we appreciate and value another opportunity to work with the City
of Chanhassen to support the City’s continued planning the new recreation facility at Chanhassen Bluffs.
We value the opportunity to share our knowledge and experience in support of helping the city
determine what direction will ultimately best serve the City’s needs.
The scope of this conceptual design exercise will build upon the preliminary work completed by the
City and their previous consultant and provide a fresh look at the design solution with further
development. The result will be a conceptual design package that will be used by the City to inform
voters who will be deciding on a local sales tax ballot measure to support the project’s funding. We
have included some community engagement as part of our process.
Project Information
Based upon our review of the City’s preliminary design work, we understand that the project is
comprised of the following key features:
1. Two sheets of competition/recreational ice
2. Two soccer fields
3. Athletic support spaces such as locker areas, restrooms, and coach and referee spaces
4. Lobby and circulation space
5. Ticketing
6. Concessions
7. Office/Administrative spaces
8. Hall of fame
9. Restaurant
10. Community gathering spaces
11. Indoor playground
12. Event rental areas
13. Fitness/training areas
14. Mechanical, electrical, and other necessary infrastructure/support areas
Scope of Work
The tasks we are proposing for the project are as follows:
1. The team will conduct initial discovery and investigations to gain a comprehensive
understanding of project goals, objectives, and previous work. This exploration will include:
a. Review of preliminary facility drawings and documentation.
b. Workshop with the City’s core team to define project expectations, objectives, and
opportunities.
c. Leading a dialogue with primary project stakeholders to define project vision and goals,
and to define expectations for project process.
616
Laurie Hokkanen, City Manager
Chanhassen Bluffs Recreational Facility
January 22, 2024
Page 2 of 3
2. The team will prepare meeting minutes and a “brand book” that will define and document the
results of the initial discovery and kick-off meeting.
3. We will meet in a workshop format with City specified key parties in initial on-site information
gathering work sessions. These listening sessions allow our team to more deeply understand the
City’s goals and desired operations more fully. Through a guided dialogue led by our facility
experts, we will lead a conversation about space expectations, varied user groups that will
utilize the facilities, opportunities for community use, and amenity spaces.
4. Determine the optimal interaction/internal adjacencies and prepare graphic diagrams that
show these relationship priorities. The diagrams will show the rooms that, for functional reasons,
should be near to or adjacent one another.
5. Parking requirements will be estimated. Public parking needs will be driven by space available
and occupied by visitors to the facility.
6. A draft space will program will be prepared to consolidate all information received. The final
space program will include a spreadsheet listing staff spaces and department support spaces.
Individual space requirements will inform a recommendation for total building area.
7. Submit draft space program, parking requirements, adjacency diagrams, and preliminary cost
per square foot budget estimate to the City electronically for review and comment.
8. We will meet with the City to discuss the program and will refine space program and adjacency
diagrams based upon City feedback. We have included up to two follow-up meetings for
programming.
9. We will investigate potential options for facility organization, conceptual floor plan
development, and architectural massing and design. We will submit the initial options to the
City electronically for review and comment.
10. We will meet with the City to discuss the concepts and will refine the concepts based upon City
feedback. We have included up to four follow-up meetings for concept design with the City
team and/or City Council.
11. We will estimate the probable cost to develop a for the planned project. Probable costs will
include hard costs such as building construction and typical site development but also project
soft costs. Soft costs usually include, but may not necessarily be limited to, professional fees,
geotechnical exploration, site surveying, construction phase testing and inspection, and
fixtures, furnishings, and equipment.
12. We will participate in and facilitate a presentation of the project at a community workshop.
The information received can help to inform the final design in future phases of work.
13. We will present the final design concept and probable project cost to City Council.
14. We will provide marketing support assistance to the City for promotion of the project during the
City’s campaign leading up to the November election. This may include assistance with project
promotional materials, a project information website, and participation in additional
community meetings.
Project Team
BKV Group will provide services associated with discovery, visioning, programming, concept design,
and community engagement. We propose using Kraus-Anderson for project budget development and
additional community engagement and project marketing support. Both firms will work collaboratively
throughout the project as we have with our current project with the City of Chanhassen.
617
Laurie Hokkanen, City Manager
Chanhassen Bluffs Recreational Facility
January 22, 2024
Page 3 of 3
Compensation and Schedule
We propose the following fee for professional services. The fees are based on the project scope as
defined above and enumerated as follows:
Conceptual Design Services (BKV Group) $59,500.00
Project Cost Estimating and Marketing Services (Kraus-Anderson) $15,000.00
Total Compensation $74,500.00
Should the City of Chanhassen engage the team members for subsequent design and construction
management services for the full development of a future project, the fees associated with each firm
above would be credited from future project agreements by the firm(s) engaged.
We anticipate incurring nominal expenses for printing, postage, mileage, etc. These are invoiced based
on actual expenses incurred with no added markups. We would propose the amount for reimbursable
expenses be set at a not to exceed amount of $1,500. Presentation materials will be additional to the
base reimbursable expense allowance.
Services will be invoiced monthly as a percentage of work completed. Invoices are dated the 25th of
each month.
We anticipate this project will be complete, except for project campaign marketing support, will be
completed by end of May 2024. A full schedule will be developed with all project team members to
be mutually agreed upon.
Thank you again for the opportunity to provide services to the City. We look hope to work with you and
all those involved at the City. Please feel free to contact me at your convenience should you have any
questions about this proposal. I can be reached at 612-339-3752, or email: pmichell@bkvgroup.com.
If the proposal is acceptable, please sign and date below. If required, we will prepare a formal AIA
Agreement for signatures. We are available to start this work once we hear from you.
Name Date
Signature
Sincerely,
BKV Group
Paul Michell, AIA
Partner, Government Practice Leader
cc: Bruce Schwartzman, AIA BKV Group
Trace Jacques, AIA BKV Group
Robert Ewert, AIA BKV Group
Dustin Phillips Kraus-Anderson
618
227170v1 1PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 12 day of February 2024, by and between the CITY OF CHANHASSSEN, a Minnesota municipal corporation ("City") and BKV Group, a Minnesota corporation ("BKV Group"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE PARTIES AGREE AS FOLLOWS: 1. CONTRACT DOCUMENTS. The Contract consists of the following documents. In the event of conflict among the documents the conflict shall be resolved by the order in which they are listed with the document listed first having the first priority and the document listed last having the last priority: A. This Professional Services Agreement B. BKV Group’s proposal Re Conceptual Design for the Chanhassen Bluffs Sports Complex dated January 22, 2024 (“Proposal”) 2. SCOPE OF SERVICES. The City retains BKV Group to provide the professional services: described in the Contract Documents. 3. COMPENSATION. BKV Group shall be paid by the City for a not to exceed fee in the amount of $74,500 in accordance with the Proposal. The lump sum fee in the Proposal is inclusive of all taxes, costs, permit fees, profit, overhead, expenses and compensation of every kind related to the work under the Contract Documents to be performed by BKV Group, except for actual costs for travel and printing which are estimated at $1,500. The lump sum fee shall not be a djusted if the estimated hours to perform a task,
the number of estimated required meetings or any other estimate or assumption is exceeded. The City will
normally make payment within 35 days of receipt of a properly item ized invoice following completion of
each of the fourteen Tasks identified in the Proposal. 4. COMPLETION DATE. BKV Group must complete the service specified in the Contract Documents on or before June 1, 2024. 5. CHANGE ORDERS. All change orders, regardless of amount, must be approved in
advance and in writing by the City. No payment will be due or made for work done in advance of such
approval. 6. DOCUMENTS. The City shall be the owner of all documents, reports, studies, analysis and the like prepared by BKV Group in conjunction with this contract. 7. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, BKV Group shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 619
227170v1 2 8. STANDARD OF CARE. BKV Group shall exercise the same degrees of care, skill, a nd
diligence in the performance of the services as is ordinarily poss essed and exercised by a professional
BKV Group under similar circumstances. No other warranty, expre ssed or implied, is included in this
Agreement. City shall not be responsible for discovering defici encies in the accuracy of BKV Group’s
services. 9. INDEMNIFICATION. BKV Group shall indemnify and hold harmless the City, its
officers, agents, and employees, of and from any and all claims, deman ds, actions, causes of action,
including costs and attorney's fees, to the extent they arise out of or by reason of the negligent execution
or performance of the services provided for herein or breach of c ontract and further agrees to defend at its
sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of
negligence or breach of contact. 10. INSURANCE. BKV Group, at its expense, shall procure and maintain in force for the
duration of this Agreement the following minimum insurance coverages: A. General Liability. BKV Group agrees to maintain commercial general liability
insurance in a minimum amount of $1,000,000 per occurrence; $2,000,000 annual
aggregate. The policy shall cover liability arising from premises, opera tions,
products completed operations, personal injury, advertising injury, and
contractually assumed liability. The City shall be endorsed as additional insured. B. Automobile Liability. If BKV Group operates a motor vehicle in performing the
Services under this Agreement, BKV Group shall maintain commercial
automobile liability insurance, including owned, hired, and non-owned
automobiles, with a minimum liability limit of $1,000,000 combined single limit. C. Workers’ Compensation. BKV Group agrees to provide workers’ compensation
insurance for all its employees in accordance with the statutory requiremen ts of
the State of Minnesota. BKV Group shall also carry employers liability covera ge
with minimum limits are as follows:
• $500,000 – Bodily Injury by Disease per employee
• $500,000 – Bodily Injury by Disease aggregate
• $500,000 – Bodily Injury by Accident D. Professional (Errors and Omissions) Insurance. BKV Group will maintain
professional liability insurance for all claims BKV Group may become l egally
obligated to pay resulting from any actual or alleged negligent act, error, or
omission related to BKV Group’s professional services required under this
Agreement. BKV Group is required to carry the following minimum limits:
$1,000,000 per occurrence; $2,000,000 annual aggregate. The retroactive or prior
acts date of such coverage shall not be after the effective date of this Agre ement,
and BKV Group shall maintain such insurance for a period of at least three (3) years following completion of the Services. If such insurance is discontinued,
extended reporting period coverage must be obtained by BKV Group to fulfill this
requirement.
620
227170v1 3 BKV Group shall, prior to commencing the Services, deliver to the City a Certifi cate of Insurance as
evidence that the above coverages are in full force and effect. The insurance requirements may be met through any combination of primary and umbrella/excess insurance.
BKV Group’s policies shall be the primary insurance to any other valid an d collectible insurance
available to the City with respect to any claim arising out of BKV Group’s pe rformance under this
Agreement. BKV Group’s policies and Certificate of Insurance shall contain a pr ovision that coverage afforded
under the policies shall not be cancelled without at least thirty (30) days advanc ed written notice to the
City. 11. INDEPENDENT CONTRACTOR. The City hereby retains BKV Group as an independent contractor upon the terms and conditions set forth in this Agreement. BKV Group is not an employee of the City and is free to contract with other entities as provided herein. BKV Group shall be responsible for selecting the means and methods of performing the work. BKV Group shall furnish any and all supplies, equipment, and incidentals necessary for BKV Group's performance under this Agreement. City and BKV Group agree that BKV Group shall not at any time or in any manner represent that BKV Group or any of BKV Group's agents or employees are in any manner agents or employees of the City. BKV Group shall be exclusively responsible under this Agreement for BKV Group's own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 12. SUBCONTRACTORS. BKV Group shall not enter into subcontracts for services provided under this Agreement, except as indicated in BKV Group’s proposal, without the express written consent of the City. BKV Group shall comply with Minnesota Statute § 471.425. BKV Group must pay subcontractor for all undisputed services provided by subcontractor within ten (10) days of BKV GROUP’s receipt of payment from City. BKV Group must pay interest of one and five-tenths (1.5) percent per month or any part of a month to subcontractor on any undisputed amount not paid on time to subcontractor. The minimum monthly interest penalty payment for an unpaid balance of One Hundred and No/100ths Dollars ($100) or more is Ten and No/100ths Dollars ($10). 13. ASSIGNMENT. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. 14. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 15. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 621
227170v1 4 16. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. I n the event of litigation, the exclusive venue shall be
in the District Court of the State of Minnesota for Carver County. 17. COPYRIGHT. BKV Group shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, draw ings or specifications supplied
by it, and it shall hold harmless the City from loss or damage resulting there from. 18. PATENTED DEVICES, MATERIALS AND PROCESES. If the contract requires, or
BKV Group desires, the use of any design, devise, material or pro cess covered by letters, patent or
copyright, trademark or trade name, BKV Group shall provide for such use by suitable legal agreement
with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement
is made or filed as noted, BKV Group shall indemnify and hold harmless the City from any and all claims
for infringement by reason of the use of any such patented designed, device, material or process, or any
trademark or trade name or copyright in connection with the servic es agreed to be performed under the
contract, and shall indemnify and defend the City for any costs, liab ility, expenses and attorney's fees that
result from any such infringement. 19. AUDIT. Pursuant to Minnesota Statutes, § 16C.05, Subdivision 5, BKV Group agrees that the City, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures of the City, and involve transactions relating to this Agreement. BKV Group agrees to maintain these records for a period of six years from the date of termination of this Agreement. 20. MINNESOTA GOVERNMENT DATA PRACTICES ACT. BKV Group must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by BKV Group pursuant to this Agreement. BKV Group is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event BKV Group receives a request to release data, BKV Group must immediately notify City. City will give BKV Group instructions concerning the release of the data to the requesting party before the data is released. BKV Group agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from BKV Group’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 21. NOTICES. All notices, demands or requests required or permitted to be made pursuant to or under this Agreement must be in writing and deemed valid if sent by registered mail, return receipt requested, or delivered by overnight delivery service providing written evidence of delivery, or by hand delivery by reputable independent courier providing written evidence of delivery, addressed as follows: 622
227170v1 5 Notice to City: City Manager PO Box 147 Chanhassen, MN 55317 Notice to BKV Group: Paul Michell BKV Group 222 N 2nd St #101, Minneapolis, MN 55401 22. NONDISCRIMINATION. In the hiring of employees to perform work under this Agreement, the BKV Group shall not discriminate against any person by reason of any characteristic or classification protected by state or federal law. 23. TERMINATION OF THE AGREEMENT. The City may terminate this Agreement or
any part thereof at any time, upon written notice to BKV Group, e ffective upon delivery including delivery
by facsimile or email. In such event, BKV Group will be entit led to compensation for work performed
up to the date of termination based upon the payment terms of this Agreement. CITY OF CHANHASSEN BY: _______________________________ Elise Ryan, Mayor AND: ________________________________ Laurie Hokkanen, City Manager BKV Group BY: _______________________________ Paul Michell, Partner, Government Practice Leader 623
City Council Item
February 12, 2024
Item
Resolution 2024-XX: Approve Application for Funding from the Carver
County Community Development Agency Community Growth Partnership
Initiative Grant Program
File No.Item No: E.9
Agenda Section CONSENT AGENDA
Prepared By Eric Maass, Planning Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council adopts a resolution approving an application for funding from the
Carver County Community Development Agency Community Growth Partnership Initiative grant
program."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
City Staff identified the Carver County Community Development Agency's (CDA) Community Growth
Partnership Initiative (CGPI) program as a viable grant funding source that could provide funding for
the proposed redevelopment of the Chanhassen Cinema, High Timber Lounge, and Country Inn &
Suites properties. The grant will request the full $100,000 in funding allowed by the program. The city
received a $7,500 planning grant in 2023 from the CGPI in support of the city's downtown design
guidelines planning project.
This resolution and grant application do not have any bearing or approve any land use applications
associated with the redevelopment project. In the event the project receives approval for its land use
entitlements, staff believed it was prudent to source out outside funding sources to aid in filling some of
the financing gap that is prompting the Tax Increment Financing (TIF) application submitted alongside
624
the land use entitlements. The proposed project consists of approximately 14,800 square feet of leasable
commercial space as well as 310 market-rate apartment units.
The resolution attached to this case is the stock resolution required to be used by the Carver County
CDA. Applications are due to the CDA before March 4, 2024.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends adoption of the attached resolution.
ATTACHMENTS
Resolution
625
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: February 12, 2024 RESOLUTION NO:2024-XX
MOTION BY: SECONDED BY:
A RESOLUTION APPROVING A SIGNATURE OF APPLICATION TO THE
CARVER COUNTY COMMUNITY DEVELOPMENT AGENCY FOR GRANT
FUNDING THROUGH THEIR COMMUNITY GROWTH PARTNERSHIP INITIATIVE
WHEREAS, the City of Chanhassen has identified a proposed project within the city that
meets the Carver County Community Development Agency (CDA) Community Growth
Partnership Initiative (CGPI) Grant Program’s purpose and criteria; and
WHEREAS, the City has established a Redevelopment Plan of which the proposed
project is a component; and
WHEREAS, the City has identified a project that will create living wage jobs; and
WHEREAS, the City has the capacity and capability to ensure the proposed project will
be completed and administered within the Community Growth Partnership Initiative
predevelopment program guidelines; and
WHEREAS, the City has the legal authority to apply for financial assistance; and
WHEREAS, the City is supportive of affordable housing and of the CDA’s mission to
improve the lives of Carver County residents through affordable housing and community
development.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of
Chanhassen approve the application for funding from the Carver County Community
Development Agency Community Growth Partnership Initiative Grant program.
BE IT FURTHER RESOLVED that if the application is approved by the Carver
County Community Development Association, City of Chanhassen Planning Director Eric
Maass is hereby authorized to execute such agreements as are necessary to receive and use the
funding for the proposed project.
626
PASSED AND ADOPTED by the Chanhassen City Council on this 12th day of February
2024.
ATTEST:
Kim Meuwissen, City Clerk Elise Ryan, Mayor
YES NO ABSENT
627
City Council Item
February 12, 2024
Item Resolution 2024-XX: Accept Bids and Award Contract for the 2024 Sealcoat
Project
File No.Project No. 2024-08 Item No: E.10
Agenda Section CONSENT AGENDA
Prepared By Erik Henricksen, Project Engineer
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council adopts a resolution accepting bids and awarding a contract for the
2024 Sealcoat Project to Pearson Bros., Inc. for roadway sealcoating and crack sealing in the amount
of $166,566.20."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
BACKGROUND
Annually, the city performs a sealcoat project to extend the life of its street pavement. The Pavement
Management Program identified the streets in the project for maintenance this year. Staff visited each
street to review the pavement condition and confirm that sealcoating was appropriate visually.
DISCUSSION
A sealcoat program is a cost-effective tool to protect the capital asset of a street and extend the life of
the street system. Sealcoating is the application of asphalt emulsion (oil) followed immediately with an
aggregate cover (rock). Sealcoating of streets is beneficial because it:
628
Can delay or eliminate further aging of pavement due to water and sun
Seals the surface to provide a moisture barrier
Fills in raveled pavement areas
Seals smaller cracks temporarily or permanently
Performs minor leveling
Restores surface friction to improve wheel grip
Economically prolongs the life of existing pavements
It is estimated that a sealcoat application extends the life of pavement from five to seven years at a
fraction of the cost of street rehabilitations or reconstructions. As such, it is more cost-effective to
sealcoat roadways when fewer pavement distresses are present versus letting the pavement deteriorate
until major, costly rehabilitation or reconstruction projects are required.
BUDGET
City staff solicited bids by advertising in the local newspaper and QuestCDN two weeks prior to the bid
opening. On January 25, 2024, two bids were received for the 2024 Sealcoat Project No. 24-08. Bid
Amounts for the project are shown below:
BIDDER BID TOTAL
Pearson Bros., Inc.*$166,566.20
Allied Blacktop Company $192,780.00
Engineer's Estimate $171,005.00
*Indicates low grand total bidder
Pearson Bros., Inc. has completed previous projects in the City of Chanhassen. Their past work has
been acceptable. Sealcoating activities will occur this summer and city staff will send out notifications
to all affected property owners prior to work commencing.
New for the 2024 budget year is funding sealcoating as an operational expense out of the Street
Maintenance portion of the General Fund. The approved tax levy accounted for this shift away from the
TIM Fund. Since this project includes Kerber Boulevard, the work is also utilizing Municipal State Add
(MSA) Maintenance Allotment Funds, as Kerber Boulevard is an MSA route. The overall project
budget was $250,000.
Assessments are not utilized for sealcoating work.
RECOMMENDATION
Staff recommends awarding of the 2024 Sealcoating project to Pearson Bros., Inc.
ATTACHMENTS
Resolution
2024 Sealcoat Contractor Agreement
Bid Tabulation and Comparison
2024 Sealcoat Location Map
629
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: February 12, 2024 RESOLUTION NO: 2024-XX
MOTION BY: SECONDED BY:
A RESOLUTION ACCEPTING BID AND AWARDING CONTRACT
FOR THE 2024 SEALCOAT PROJECT NO. 24-08
WHEREAS,pursuant to an advertisement for bids for the 2024Sealcoat Project, two bids
were received, opened, and tabulated according to law, and the following bids were received
complying with the advertisement:
Bidder Total Bid
Pearson Bros., Inc.*$166,566.20
Allied Blacktop Company $192,780.00
*Indicates low bidder
AND WHEREAS,it appears that Pearson Bros., Inc. is the lowest responsible bidder.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen:
1. The Mayor and City Manager are hereby authorized and directed to enter into a contract with
Pearson Bros., Inc. in the name of the City of Chanhassen for the 2024 Sealcoat Project No. 24-
08 according to the plans and specifications on file in the office of the City Engineer.
2. The City Engineer is hereby authorized to administratively approve change orders to the
contract up to the amount allowed by the City’s Purchasing Policy.
3. The city clerk is hereby authorized and directed to return forthwith to all bidders the deposits
made with their bids, except that the deposits of the successful bidder and the next lowest bidder
shall be retained unto a contract has been signed.
PASSED AND ADOPTED by the Chanhassen City Council on this 12
th day of February
2024.
ATTEST:
Kim Meuwissen, City Clerk Elise Ryan, Mayor
YES NO ABSENT
630
1
175881v1
FORM OF AGREEMENT
BETWEEN CITY OF CHANHASSEN AND CONTRACTOR
FOR
2024 SEALCOAT PROJECT NO. 24-08
THIS AGREEMENT, made this _____ day of _____________, 20____, by and
between the CITY OF CHANHASSEN, a Minnesota municipal corporation (“Owner”) and
PEARSON BROS., INC. (“Contractor”). Owner and Contractor, in consideration of the mutual
covenants set forth herein, agree as follows:
1.CONTRACT DOCUMENTS. The following documents shall be referred to as
the “Contract Documents”, all of which shall be taken together as a whole as the contract
between the parties as if they were set verbatim and in full herein:
A.This Agreement;
B.Specifications dated January 4, 2024;
C.City of Chanhassen General Conditions of the Construction Contract;
D.Quote/Bid dated January 23, 2024.
In the event of a conflict among the provisions of the Contract Documents, the order in which
they are listed above shall control in resolving any such conflicts with Contract Document “A”
having the first priority and Contract Document “D” having the last priority.
2.OBLIGATIONS OF THE CONTRACTOR. The contractor shall provide the
goods, services, and perform the work in accordance with the Contract Documents. This contract
may be terminated by the City at any time upon discovery by the City that the Contractor or any
of its subcontractors has submitted a false statement under oath verifying compliance with any of
the minimum criteria set forth in Minn. Stat. § 16C.285, Subdivision 3, the Responsible
Contractor statute.
3.CONTRACT PRICE. Owner shall pay Contractor for completion of the Work
in accordance with the Contract Documents the amount of One Hundred Sixty Six Thousand
Five Hundred Sixty Six Dollars and Twenty Cents ($166,566.20).
4.PAYMENT PROCEDURES.
A.Contractor shall submit Applications for Payment. Applications for
Payment will be processed by Engineer as provided in the General
Conditions.
B.Progress Payments; Retainage. Owner shall make 95% progress payments
on account of the Contract Price on the basis of Contractor’s Applications
for Payment during performance of the Work.
631
2
175881v1
C.Payments to Subcontractor.
(1)Prompt Payment to Subcontractors. Pursuant to Minn. Stat. §
471.25, Subd. 4a, the Contractor must pay any subcontractor
within ten (10) days of the Contractor’s receipt of payment from
the City for undisputed services provided by the subcontractor.
The Contractor must pay interest of 1 ½ percent per month or any
part of a month to the Subcontractor on any undisputed amount not
paid on time to the subcontractor. The minimum monthly interest
penalty payment for an unpaid balance of $100.00 or more is
$10.00. For an unpaid balance of less than $100.00, the Contractor
shall pay the actual penalty due to the subcontractor.
(2)Form IC-134 (attached) required from general contractor. Minn.
Stat. § 290.92 requires that the City of Chanhassen obtain a
Withholding Affidavit for Contractors, Form IC-134, before
making final payments to Contractors. This form needs to be
submitted by the Contractor to the Minnesota Department of
Revenue for approval.
The form is used to receive certification from the state that the
vendor has complied with the requirement to withhold and remit
state withholding taxes for employee salaries paid.
D.Final Payment. Upon final completion of the Work, Owner shall pay the
remainder of the Contract Price as recommended by Engineer.
5.COMPLETION DATE/LIQUIDATED DAMAGES.
A.The work for streets must be completed on or before August 31, 2024 and
be ready for final payment in accordance with the General Conditions.
B.Contract and Owner recognize that time is of the essence of this
Agreement and that Owner will suffer financial loss if the Work is not
completed within the times specified in Paragraph 5.A. above, plus any
extensions thereof allowed. The parties also recognize the delays,
expense, and difficulties involved in proving in a legal or arbitration
proceeding the actual loss suffered by Owner if the Work is not completed
on time. Accordingly, instead of requiring any such proof, Owner and
Contractor agree that as liquidated damages for delay (but not as a
penalty), Contractor shall pay Owner $900.00 for each calendar day that
expires after the time specified in Paragraph 5.A. for Completion until the
Work is complete.
632
3
175881v1
Daily costs are based on MnDOT Table 1807.1-1, "Schedule of Liquidated
Damages as follows:
TABLE 1807.1-1
SCHEDULE OF LIQUIDATED DAMAGES
Original Contract Amount Charge Per
Cal. Day, ($)
From More Than ($)To and Including ($)
0 25,000 300
25,000 100,000 400
100,000 500,000 900
500,000 1,000,000 1,200
1,000,000 2,000,000 1,500
2,000,000 5,000,000 2,500
5,000,000 10,000,000 3,000
10,000,000 ---3,500
6.CONTRACTOR’S REPRESENTATIONS.
A.Contractor has examined and carefully studied the Contract Documents
and other related data identified in the Contract Documents.
B.Contractor has visited the Site and become familiar with and is satisfied as
to the general, local, and Site conditions that may affect cost, progress, and
performance of the Work.
C.Contractor is familiar with and is satisfied as to all federal, state, and local
Laws and Regulations that may affect cost, progress, and performance of
the Work.
D.Contractor has carefully studied all: (1) reports of explorations and tests
of subsurface conditions at or contiguous to the Site and all drawings of
physical conditions in or relating to existing surface or subsurface
structures at or contiguous to the Site (except Underground Facilities)
which have been identified in the General Conditions and (2) reports and
drawings of a Hazardous Environmental Condition, if any, at the site.
E.Contractor has obtained and carefully studied (or assumes responsibility
for doing so) all additional or supplementary examinations, investigations,
explorations, tests, studies, and data concerning conditions (surface,
subsurface, and Underground Facilities) at or contiguous to the Site which
may affect cost, progress, or performance of the Work or which relate to
any aspect of the means, methods, techniques, sequences, and procedures
of construction to be employed by Contractor, including any specific
means, methods, techniques, sequences, and procedures of construction
633
4
175881v1
expressly required by the Bidding Documents, and safety precautions and
programs incident thereto.
F.Contractor does not consider that any further examinations, investigations,
explorations, tests, studies, or data are necessary for the performance of
the Work at the Contract Price, within the Contract Times, and in
accordance with the other terms and conditions of the Contract
Documents.
G.Contractor is aware of the general nature of work to be performed by
Owner and others at the Site that relates to the Work as indicated in the
Contract Documents.
H.Contractor has correlated the information known to Contractor,
information and observations obtained from visits to the Site, reports and
drawings identified in the Contract Documents, and all additional
examinations, investigations, explorations, tests, studies, and data with the
Contract Documents.
I.Contractor has given Engineer written notice of all conflicts, errors,
ambiguities, or discrepancies that Contractor has discovered in the
Contract Documents, and the written resolution thereof by Engineer is
acceptable to Contractor.
J.The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performance and furnishing
of the Work.
K.Subcontracts:
(1)Unless otherwise specified in the Contract Documents, the
Contractor shall, upon receipt of the executed Contract Documents,
submit in writing to the Owner the names of the Subcontractors
proposed for the work. Subcontractors may not be changed except
at the request or with the consent of the Owner.
(2)The Contractor is responsible to the Owner for the acts and
omissions of the Contractor's subcontractors, and of their direct
and indirect employees, to the same extent as the Contractor is
responsible for the acts and omissions of the Contractor's
employees.
(3)The Contract Documents shall not be construed as creating any
contractual relation between the Owner, the Engineer, and any
Subcontractor.
634
5
175881v1
(4)The Contractor shall bind every Subcontractor by the terms of the
Contract Documents.
7.WORKER’S COMPENSATION. The Contractor shall obtain and maintain for
the duration of this Contract, statutory Worker’s Compensation Insurance and Employer’s
Liability Insurance as required under the laws of the State of Minnesota.
8.COMPREHENSIVE GENERAL LIABILITY. Contractor shall obtain the
following minimum insurance coverage and maintain it at all times throughout the life of the
Contract, with the City included as an additional name insured on a primary and non-
contributory basis. The Contractor shall furnish the City a certificate of insurance satisfactory to
the City evidencing the required coverage:
Bodily Injury:$2,000,000 each occurrence
$2,000,000 aggregate products and
completed operations
Property Damage:$2,000,000 each occurrence
$2,000,000 aggregate
Contractual Liability (identifying the contract):
Bodily Injury:$2,000,000 each occurrence
Property Damage:$2,000,000 each occurrence
$2,000,000 aggregate
Personal Injury, with Employment Exclusion deleted:
$2,000,000 aggregate
Comprehensive Automobile Liability (owned, non-owned, hired):
Bodily Injury:$2,000,000 each occurrence
$2,000,000 each accident
Property Damage:$2,000,000 each occurrence
9. WARRANTY. The Contractor guarantees that all new equipment warranties as
specified within the quote shall be in full force and transferred to the City upon payment by the
City. The Contractor shall be held responsible for any and all defects in workmanship, materials,
and equipment which may develop in any part of the contracted service, and upon proper
notification by the City shall immediately replace, without cost to the City, any such faulty part
or parts and damage done by reason of the same in accordance with the bid specifications.
10.INDEMNITY. The Contractor agrees to indemnify and hold the City harmless
from any claim made by third parties as a result of the services performed by it. In addition, the
635
6
175881v1
Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a
result of any such claims.
11.MISCELLANEOUS.
A.Terms used in this Agreement have the meanings stated in the General
Conditions.
B.Owner and Contractor each binds itself, its partners, successors, assigns
and legal representatives to the other party hereto, its partners, successors,
assigns and legal representatives in respect to all covenants, agreements,
and obligations contained in the Contract Documents.
C.Any provision or part of the Contract Documents held to be void or
unenforceable under any Law or Regulation shall be deemed stricken, and
all remaining provisions shall continue to be valid and binding upon
Owner and Contractor, who agree that the Contract Documents shall be
reformed to replace such stricken provision or part thereof with a valid and
enforceable provision that comes as close as possible to expressing the
intention of the stricken provisions.
D.Data Practices/Records.
(1)All data created, collected, received, maintained or disseminated
for any purpose in the course of this Contract is governed by the
Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any
other applicable state statute, or any state rules adopted to
implement the act, as well as federal regulations on data privacy.
(2)All books, records, documents and accounting procedures and
practices to the Contractor and its subcontractors, if any, relative to
this Contract are subject to examination by the City.
E.Software License. If the equipment provided by the Contractor pursuant
to this Contract contains software, including that which the manufacturer
may have embedded into the hardware as an integral part of the
equipment, the Contractor shall pay all software licensing fees. The
Contractor shall also pay for all software updating fees for a period of one
year following cutover. The Contractor shall have no obligation to pay for
such fees thereafter. Nothing in the software license or licensing
agreement shall obligate the City to pay any additional fees as a condition
for continuing to use the software.
F.Patented devices, materials and processes. If the Contract requires, or the
Contractor desires, the use of any design, devise, material or process
covered by letters, patent or copyright, trademark or trade name, the
636
7
175881v1
Contractor shall provide for such use by suitable legal agreement with the
patentee or owner and a copy of said agreement shall be filed with the
Owner. If no such agreement is made or filed as noted, the Contractor
shall indemnify and hold harmless the Owner from any and all claims for
infringement by reason of the use of any such patented designed, device,
material or process, or any trademark or trade name or copyright in
connection with the Project agreed to be performed under the Contract,
and shall indemnify and defend the Owner for any costs, liability,
expenses and attorney's fees that result from any such infringement
G.Assignment. Neither party may assign, sublet, or transfer any interest or
obligation in this Contract without the prior written consent of the other
party, and then only upon such terms and conditions as both parties may
agree to and set forth in writing.
H.Waiver. In the particular event that either party shall at any time or times
waive any breach of this Contract by the other, such waiver shall not
constitute a waiver of any other or any succeeding breach of this Contract
by either party, whether of the same or any other covenant, condition or
obligation.
I.Governing Law/Venue. The laws of the State of Minnesota govern the
interpretation of this Contract. In the event of litigation, the exclusive
venue shall be in the District Court of the State of Minnesota for Carver
County.
J.Severability. If any provision, term or condition of this Contract is found
to be or become unenforceable or invalid, it shall not affect the remaining
provisions, terms and conditions of this Contract, unless such invalid or
unenforceable provision, term or condition renders this Contract
impossible to perform. Such remaining terms and conditions of the
Contract shall continue in full force and effect and shall continue to
operate as the parties’ entire contract.
K.Entire Agreement. This Contract represents the entire agreement of the
parties and is a final, complete and all inclusive statement of the terms
thereof, and supersedes and terminates any prior agreement(s),
understandings or written or verbal representations made between the
parties with respect thereto.
L.Permits and Licenses; Rights-of-Way and Easements. The Contractor
shall procure all permits and licenses, pay all charges and fees therefore,
and give all notices necessary and incidental to the construction and
completion of the Project. The City will obtain all necessary rights-of-
way and easements. The Contractor shall not be entitled to any additional
637
8
175881v1
compensation for any construction delay resulting from the City’s not
timely obtaining rights-of-way or easements.
M.If the work is delayed or the sequencing of work is altered because of the
action or inaction of the Owner, the Contractor shall be allowed a time
extension to complete the work but shall not be entitled to any other
compensation.
CITY OF CHANHASSEN PEARSON BROS., INC.:
BY:BY:
Elise Ryan, Mayor Its
BY:
Laurie Hokkanen, City Manager
638
Avgerage Average
Item Description Estimated Unit Total Unit Total Unit Total Unit Total
# Quantity Units Price Price Price Price Price Price Price Price
1 MNDOT 2356.506 CRS-2P BITUMINOUS MATERIAL FOR SEALCOAT 14000 GAL $2.59 $36,260.00 $2.44 $34,160.00 $2.65 $37,100.00 $2.55 $35,630.00
2 MNDOT 2356.506 FA-2 MODIFIED 1/8" CLASS A DRESSER (TRAP ROCK) 51000 SY $1.46 $74,460.00 $1.50 $76,500.00 $1.81 $92,310.00 $1.66 $84,405.00
3 CRACKSEALING MATERIAL 13000 LB $2.92 $37,960.00 $3.35 $43,550.00 $4.00 $52,000.00 $3.68 $47,775.00
4 MNDOT 2582.503 4” SOLID LINE WHITE-PAINT 13400 LF $0.50 $6,700.00 $0.29 $3,886.00 $0.25 $3,350.00 $0.27 $3,618.00
5 MNDOT 2582.503 12” SOLID LINE WHITE-PAINT 110 LF $12.50 $1,375.00 $5.75 $632.50 $5.00 $550.00 $5.38 $591.25
6 MNDOT 2582.503 36” SOLID LINE WHITE-PAINT 390 LF $20.00 $7,800.00 $8.63 $3,365.70 $8.00 $3,120.00 $8.32 $3,242.85
7 MNDOT 2582.503 4” DOUBLE SOLID LINE YELLOW-PAINT 7000 LF $0.80 $5,600.00 $0.56 $3,920.00 $0.55 $3,850.00 $0.56 $3,885.00
8 MNDOT 2582.503 PAVT MSSG (LT ARROW ) PAINT 2 EA $175.00 $350.00 $138.00 $276.00 $125.00 $250.00 $131.50 $263.00
9 MNDOT 2582.503 PAVT MSSG (RT THRU ARROW) PAINT 2 EA $250.00 $500.00 $138.00 $276.00 $125.00 $250.00 $131.50 $263.00
TOTALS $171,005.00 $166,566.20 $192,780.00 $179,673.10
2024 Sealcoat Project No. 24-08
Bid Tabulation and Comparison
Engineer's Estimate Pearson Bros., Inc. Allied Blacktop Co.
Apparent Low Bid Apparent 2nd Low
Prepared by Henricksen, Erik 1/26/2024 Page 1
639
640
City Council Item
February 12, 2024
Item Approve On-Sale Beer & Wine Liquor License for Life Time Pickleball located
at 2970 Water Tower Place
File No.Item No: G.1
Agenda Section PUBLIC HEARINGS
Prepared By Jenny Potter, Sr. Admin Support Specialist
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves an On-Sale Beer & Wine Liquor License for Life Time
Pickleball located at 2970 Water Tower Place."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
This office has received a request for an on-sale beer and wine liquor license from Life Time Club
Operations Company, Inc. dba Life Time Pickleball. This new restaurant inside the Life Time
Pickleball Facility will occupy approximately 25,885 square feet located at 2970 Water Tower Place.
The restaurant will seat 25 inside and there is seating for another 38 on the attached 2,500 square-foot
outdoor patio. The applicant will be required to comply with City Code regarding liquor service on the
outdoor patio. The application states the restaurant and Pickleball Facility is anticipated to open in
March 2024.
BACKGROUND
DISCUSSION
641
Law Enforcement conducted a background investigation, including criminal history, driving records,
outstanding warrants, financial, and references on the above listed officers and operating manager of
Life Time Operations Company, Inc. Lt. Lance Pearce reviewed the background summary of each and
noted that there was nothing questionable related to State Statute.
Steve Kerzman, President
Erik Lindseth, Senior Vice President
Kirsten Ruliffson, Operating Manager
The required certificate of insurance showing Liquor Liability and Workers' Compensation insurance
has been submitted.
A public hearing notice was published in the Chanhassen Villager on February 1, 2024 and mailed to all
property owners within 500 feet of the site (see attached list). As of the date of this writing, staff has not
received any comments from the public.
BUDGET
The required annual fee for an on-sale beer and wine liquor license is $410 and was included with the
application, as well as the background investigation fee of $250.
RECOMMENDATION
Staff recommends the Chanhassen City Council approve the application for an On-Sale Beer & Wine
Liquor License for Life Time Pickleball located at 2970 Water Tower Place.
ATTACHMENTS
Certificate of Insurance
Site Plan
Affidavit of Mailing Public Hearing Notice
642
ACORi,oL/o3 /2021
THIS CERTIFICATE IS ISSUED AS A XIATTER OF INFOR ANO ONLY ANO CONFERS NO RIG}fTS UPON THE CERTIFICATE HOLOER. THIS
CERTIFICATE OOES NOT AFFIR] ATIVELY OR NEGATTVELY AiIEND, EXTENO OR ALTER THE COVERAGE AFFORDEO BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURAI{CE DOES NOT CONSTTTUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESEI{TATIVE OR PROOUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: lf the ce,tificale holdor is an ADOITIOIIAL INSURED, lhe policy(ies) must have AO DITIONAL INSUREO provision3 or bo endoBed,
f SUaROGAIION lS WAVEO, 3ublecl to lhe tenns .nd conditions of tho policy, c.rlain policle3 may r€qulre an .ndo.3.ment. A st lemont on
this certiilcale does not conler right3 to the cedmcalg holder ln li6u of such endoBom.nt(+
irooucEi r.-612-333-3323
EryE Coq)lDy IDc., r Brora a E.orr CoEp.ly
g0 south 8th str..t
9u1t.700
raiDa..poltr, xN 55{02
ll€IJREO
trll Clu.b Olr.E.lloaa Cq).!y, Iac -
2902 Co4rolet. PIac.
ch.!h.!r€a. I!4 55317
CERTIFICATE OF LIABILITY !NSURANCE
cERTtF|CATE NUItBER: 703555s1
CANCELLATION
REVISION NUMBER: r
O 1 98&2Ol 5 ACORD CORPORATION. All rights re3erved
COVERAGES
Clty of Ch&bae..D
7700 xrlt€t alval.
chrnh..r.D. xr{ 55317
I'SA
SHOULO A?IY OFTHE ABOVE O€SCRIBEO POUCIES BE CAI{CELLEO BEFORE
THE EXPIRATIOT DATE THEREOF, I{OTICE lYlLL AE D€LIVEREO IN
ACCORDAIiCE WTH THE POLICY PROVISIOI{S,
AU'lIORIZED REPRESENTATNE
CERTIFICATE HOLOER
ACORD 25 (2or6103)
ddcbub!
70356551
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEO BELOW HAVE
INDICATED, NOTWTHSTANOING ANY REOUIREMENT, IERM OR CONOITION OF
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDEO
BEEN ISSUED TO THE INSUREO NAI,IED ABOVE FOR THE POLICY PERIOD
ANY CONTRACT OR OTHER OOCUMENT WTH RESPECT TO WHICH THIS
BY THE POLICIES DESCRIBEO HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONOITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED AY PAID CLAIMS
PBPX25 31063
GENERAr.AGGREGAIE
s
i 1,000,000
00, o0o
I EvBttt sra sl,ooo, ooo
r 2,000,000
PROOUCTS - COMPDP AGG S 2,000.000
PERSONAL A AOV INJ URY S I, OOO, OOO
r x I cocicurGETER l.LJ lLlTY
l I "-,,"r-. I o""r*
r srn 3?50,000 s 5,000
721f5123 L2/75/2a EACH occURFENcE
- owxEo
- ] AUTOSONLY
HIRED
-
AUTOS ONLY
15 24 s 1,000,000N,7093427
s
s
L2/t5/23 L2
SCHEDULED
_ PRoPEiTY oanacE
. 1Eer a@ellL
B auto{o8tlE LIABtLttY G4 ?!!d!!!L
EOOTLY INJURY (P6 p6s) S
BoDTLY INJURY (Pd ae'dent) S
r 10,000,000
r 10.000.000
PET'B89180I
AGGREGATE
nEtell0n s 10,000
x
x
x l2lLsl23 L2lL5lza EACH OCCURRENCEUIBRELLA LIAB
EXCEss rXB
EVEITT -OCC/AGA t 5,OOO, OOO
woer(ERs corPElsaiox
rrab fl Pl.oYEtlt LtaEttTY
ANYPROPRIETOR/PARTNER/EXECUNVE
OFFICER/MEi'6ER E'(CIUOEO?
s 1,000,000c
c
21 1 5 42
E !. OrSa4sE - EA EMproyEEI J 1,000.000
SEB IIITCEBD.T{OAE IC
f,coE0?72092 (AOS)
t2 / ts/ 23
L2 / L5 /23
EL DtsEAsE - poLtcy LtMtT 9 1,000,000
L2lL5/21 E-t EACH ACCToENT
PSP!2631063 L2/LS/21 L2/!5/24 Iucluded la GL occ 1,000,000I Llquor Ltabtlity
lrGlcropllox ot opER^tbtas Mcat|.lt{31vExrcLES (acoRo ror, Mdado.el i.drt. !r.h.drb, N, h..i..,l.d lf .lu..td i. rqrrr.d)
REi L,TP club qp.latloD.B Co!.P&y, hc. alb. !it. TID Eitaos! itba Llf' ri@ Ptctl'b'I1'
Chroh.6.eE, xr 55317. liquor ll.bi1lty It iEctuded uDd.r tb. gcs.ral lltbtlltv Policy
or coDti,Euous until clac.l16d or noa-ran.red'
2970 w.t.r Tor€r Pl.,
for !b. fuIl t.rD of th. Pollqr,
The ACORD name and logo aie registered matts of ACORD
D.r! EeiD.@ and
6!2-373-727 06r.2-333-3323
ctavo. beiE.i.nnabbroh. coll
PETI,ADELPEIA I!'D INS CO 18058
!.AUONN. ONIOT EIRE INS CO OA PITTS 19{45
arg tNs co 19399
I
GEN'L AGGREGATE LIMITAPPLIES PER:
- PoLrcY
-
!E8i L Loc
x
643
SUPPLEMENT TO CERTIFICATE OF !NSURANCE
OATE
oL/03 /202t
ITAIE OF INSURED: L"a club op.rrrloa! coq)aDy, 16c.
MSIIER: AI(, llls @ lrllcl 19399
CO\IEAACE: tlOAIaaS CIUPEIISITIOII
POLIqY III'UBARS :
rco80772093 {Cr)
iqos077209{ (rI)
IXSUIrB: XTtlOU& DrIOX lIBa IllSITRIIlCa CtraPrNI Ol PITISBIIIGE, Pr XArCt 19{a5
CtVtlAGEr EXSESS XOIIIRS CqPE|8ATIOT
POLICY TUIBBR:
!rc3332255 (Oa)
ErEacrrvE D rB:
EIPII.ATIOII DAIE r
I PBR SA tltlORY
B.IJ. EICE ICCIDEI{!.
B.IJ. DISEISE ' AA ETPIOTBs
E.L. DISEASB . POLICI III.IT
L2/Ls /23
L2lLs l2a
1.000,000
1,000,000
t.000,000
SU (10/00)
644
LItIX
-c *1
gE
:T
P
AS101
a
1-
STATE HIGHWAY NO,41
'1
I
=o
=
r
- ',4
oq
-fi'
I.EIT
PICKLEBATL
i-.*
ton(ut\\ht\4. \s hrttr\ t{ \l\N(t-c
tL4;
_t
I
645
I
a
=.:=t
\:
:\
\
I
NIRANCE & I]C RAMP DETAIT
I
,,)
(
\
I
I
v
l\
\.i
*
I
)-
c5.00
I
tt
I
nIllid
3
f=ia
i3
F
R
Z
t3
I
I
f&
)
I
vv
I
I
I
l-1-+
,-:
s.
I
,.l
I
646
Ie
oe
o I
o
-@
1g t{?+or
o ?
tn
I
I
----:1-ttt
o
I I
I
I
o
!-!tel
++
Itr
I,EIT
;i
A401-1
I
€
I
6 d
o-
-o
6
IIIIIITT ITTTI
647
I
-J-\S
\0u\t
I P I
I
o
o-
s+
o-
I I
t I It-,]
o
o
o
o
til
IIEIX
-9
d .'rgi
9*
2<
'iP
I
8
3
At01
99999
o-:l
o
o
Ilal
I
i
I
I
I J66 e
648
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
CoUNTYoFCARVER )
I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on
February 1,2024, the duly qualified and acting City Clerk of the City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy ofthe attached notice of Public
Hearing Request for an on-Sale Beer & Wine License for LTF Club operations company,
Inc. doing business as Life Time Pickleball, to the persons named on attached Exhibit "A
"
by
mailing a postcard of said notice addressed to such owner, and depositing the postcalds
addressed to all such owners in the United States mail with postage fully prepaid thereon; that
the names and addresses ofsuch owners were those appearing as such by the records of the
County Treasurer, Carver County, Minnesota, and by other appropriate records' 1
Kim wrssen,Ci Clerk
Subscribed and swom to before me
tnis I day$ Fehtttq\,2024
JENNIFER ANN POilER
Notary pubtic-Mlnnesota
Public
epir- .l- sr, mzr
649
CITY OF CHANHASSEN
CAR\'ER AND HENNEPIN COUNTIES. MINNESOTA
NOTICE OF PUBLIC HEARING
REQUEST FOR AN ON.SALE WINE AND BEER LIQUOR LICENSE
LTF CLUB OPERATIONS COMPAI{Y, INC.
DBA LIFE TIME PICKLEBAIL
2970 WATER TOWER PLACE
NOTICE IS IIEREBY GMN that the Chanhassen City Council will hold a public
hearing on Monday, February 12,2024, at 7:00 p.m. in the Council Chambers at 7700 Market
Boulevard, to consider issuing an on-sale wine and beer liquor license to LTF Club Operations
Company, Inc. dba Life Time Pickleball located at 2970 Water Tower Place.
All interested persons may appear and express their opinions regarding this application at
said time and place. Chanhassen City Code requires that all property owners within 500 feet of
the site be notified in writing. If you have any questions, contact Kim Meuwissen at
952-22',1-1t07.
Kim Meuwissen, City Clerk
(Publish in the Chanhassen Villager on February 1,2021)
650
BALL RANCH CO LLC
6495 CITY WEST PKWY
EDEN PRAIRIE, MN 55344.
LTF REAL ESTATE COMPANY INC
2902 CORPORATE PL
cHANHASSEN, MN 55317-4560
REGENTS OF UNIV OF MINNESOTA
319 15TH AVE SE
MINNEAPOLIS, MN 55455.
LTF REAL ESTATE MP II LLC
2902 CORPORATE PLACE
CHANHASSEN, MN 55317.
BOERGER BUILDING LLC
2860 WATERTOWER PL
cHANHASSEN, MN 55317-8004
651
City Council Item
February 12, 2024
Item Short-Term Rental Ordinance and Program Review and Listening Session
File No.Item No: H.1
Agenda Section GENERAL BUSINESS
Prepared By Eric Maass, Planning Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
In 2022, the City Council approved Ordinance Number 698, enacting the Short-Term Rental Licensing
Program in Chanhassen. With the approval of this ordinance, the City Council requested that staff
provide an overview and feedback of the program after one year to evaluate its effectiveness. Staff has
reviewed the current ordinance, program history, and strategies of surrounding cities to provide a broad
range of feedback. Staff will provide a summary for the Council and recommended revisions to the
program for the Council to consider and provide feedback on.
BACKGROUND
The Listening Session is open to any interested resident or property owner who would like to share their
thoughts. All individuals who hold a license or contacted the city with a short-term rental concern this
year received an email invitation. The Listening Session has also been promoted on the city's website
and in the weekly e-newsletter.
Since implementing the short-term license program in 2022, the city has issued 20 licenses. A list of the
652
licenses and more information on the short-term rental program is available at:
https://www.chanhassenmn.gov/departments/community-development/planning/development-
application-zoning-permits/zoning-permits/short-term-rentals
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
2023 Review - Short Term Rental Preservation
Short Term Rental Ordinance
653
Short-Term Rental 2023
Program Review
Update from Code Amendment Approved October 10, 2022
City Council Meeting -February 12, 2024
654
Background
•An ordinance was adopted in 2022 to provide regulations for
short-term rentals.
•Council requested that staff give an overview of the program
in one year so that the effectiveness of the ordinance can be
assessed.
655
Overview of Current Ordinance
•License required and must be renewed annually.
•24-hour contact information for property owner must be provided.
•Maximum overnight (10pm-7am) occupancy: 2 adults per bedroom, plus
an additional 2 adults.
•Children do not count towards this limit
•Maximum Overnight Vehicles: 2 vehicles, plus one for every garage stall.
•3 violations within 1 year results in revocation of the license for 7 years.
656
Number of Active Listings
•20 Short-Term Rentals were licensed in 2023
•2024 License Renewals have commenced
•22 active licenses as of 2/1/24
•6 licenses from 2023 have already renewed
657
Cost of Software Program
•The City has been using the software Host Compliance to track licensed
and unlicensed Short-Term Rentals within the city.
•The software provides the 24/7 Short-Term Rental hotline.
•Staff costs to manage the program are not included.
Software Cost License Revenue
2023 $3,100 $4,000
2024 $3,303.83 $1,600*
*With 15 license holders still needing to renew an additional $3,000 in revenue is expected
658
Host Compliance Software
•Tool for gaining near immediate resolution of complaints when
complaints are made when the nuisance is actively occurring.
•Home surveillance technology has resulted in complaints being received
when the nuisance is no longer occurring.
•Enforcement approach aligns with the City’s standard code
enforcement practice which is complaint based.
659
Complaints
Total complaints:
•35 total throughout 2023 for the 20 licensed properties.
•3 resulted in violation notices.
•18 out of 20 STR properties received 0 complaints in 2023.
Violation types:
•Parking Limit
•Property Maintenance
•Noise
660
Surrounding Communities
Golden Valley: $100 fee
•Renewed annually on same date.
•Limits how far away the owner may live, can designate a local property manager.
•Rental licenses may be revoked for up to 120 at the digression of the City Council, will not be reinstated unless the
owner has gained compliance and reapplied for a license.
Plymouth: $150-$225 fee based on type of dwelling
•Requires mandatory training for property owners approved by Public Safety Department.
•Notification of properties within 200 ft
•All violations are reviewed by the Council and have fees associated. License is revoked after 3rd Council Hearing.
Eden Prairie: $100 fee
•Ordinance Applies to both short-term and long-term rentals. Long term rental licensing typically handled by a full FTE.
•After 3rd violation, license will be suspended for 60 days. If another violation occurs within 12 months after the end of
the suspension period, the license will be revoked for up to 120 days.
661
Surrounding Communities
Staff Proposed Ordinance Amendments:
•Maximum overnight vehicle parking outdoors should be a standard 4 vehicles rather than the
current standard of 2 vehicles plus an additional vehicle for each garage parking spot.
•If a license is revoked, the period of revocation should be decreased from the current 7 years
down to 1 year which would still the most stringent of the neighboring communities.
•Applications shall be accepted on a rolling basis, but starting in 2025, will all renew on the
same date annually (Feb 1).
Confirm the following:
•The 3 strikes for violations in one year aligns with the one-year license issued by the city.
•Confirm that staff should continue proactively monitoring short term rental platforms for
unlicensed STRs to ensure they become licensed.
•Host Compliance should continue to be the tool used by staff to receive real time complaints and
review those complaints to gauge if they constitute a violation.
662
Short Term Rental Program
City Council Discussion
&
Community Listening Session
663
Page 1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. 698
AN ORDINANCE AMENDING CHAPTER 1, GENERAL PROVISIONS, AND
CHAPTER 20, ZONING, OF THE CHANHASSEN CITY CODE
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
ORDAINS:
Section 1. Section 1-2 of the Chanhassen City Code is amended to add the following
definitions:
Enterprise means any corporation, association, firm, partnership, limited liability partnership, or
other legal entity. (20)
Managing Agency or Rental Agent means a person, enterprise, or agency representing the owner
of the short-term home rental unit. (20)
Remuneration means compensation, money, or other consideration given in return for
occupancy, possession, or use of real property. (20)
Rent means the consideration or remuneration charged whether or not received, for the
occupancy of space in a short-term vacation unit, valued in money, whether to be received in
money, goods, labor, or otherwise, including all receipts, cash, credits, property, or services of
any kind. Rent may include consideration or remuneration received pursuant to an option to
purchase whereby a person is given the right to possess the property for a term of less than thirty
30) days. (20)
Rental means an arrangement between a transient and a homeowner whereby rent is received in
exchange for the right to possess a residential structure. (20)
Short-term Rental means any residential property, a dwelling unit, or a portion thereof that is
rented to a transient for less than thirty (30) consecutive days. (20)
Transient means any person who, at their own expense or at the expense of another, exercises
occupancy or possession, or is entitled to occupancy or possession, by reason of any rental
agreement, concession, permit, right of access, option to purchase, license, time-sharing
arrangement, or any other type of agreement for a period of less than thirty (30) consecutive
calendar days. (20)
Section 2. The Chanhassen City Code is amended to add Section 20-961 to read as
follows:
DocuSign Envelope ID: A847426B-0D97-4C8C-ABC5-1F96C04B1F0B
664
Page 2
Section 20-961 Short-term Rentals
a) Intent. The City recognizes that short-term rentals provide an opportunity for residents to use
their property to generate supplemental income; and, when properly managed, short-term
rentals have a minimal impact on surrounding properties. When not properly managed, short-
term rentals have the capacity to generate noise, traffic, and trash beyond what is typically
present in a residential neighborhood creating a nuisance. These issues can be especially
acute when the owner of the property does not reside in the home. In order to promote the
health, safety, general welfare, aesthetics, and image of the community, the City facilitates
and regulates the use of residential properties for short-term rentals by:
1) Requiring the licensure of short-term rentals.
2) Establishing standards pertaining to noise, maximum occupancy, parking, and waste
generation for short-term rentals.
3) Establish procedures for revoking the licenses of short-term rentals violating the
provisions of this section.
b) License Required. No property shall be used as a short-term rental without a license issued by
the City. The license once issued shall be valid for a period of one year from the date of
issuance and must be renewed annually. The procedure for receiving a license shall be as
follows:
1) Application for a license shall be made to the city upon a form furnished by the City.
A nonrefundable fee in the amount established by the ordinance adopting fees shall
be paid to the City when the application is filed.
2) In order to be issued a license the applicant must:
a. Provide the name and contact information, including a 24-hour telephone
number, for the party responsible for managing the property.
b. State the maximum occupancy of the short-term rental.
1. The maximum occupancy shall be two adults per bedroom plus an
additional two adults.
2. Accompanying children shall not count towards the occupancy limit.
3. A property owner may request a higher occupancy limit in writing at
the time of the application. The City may approve or deny a higher
occupancy limit after considering factors such as home size, number of
beds, and distance from neighboring properties.
c. State the maximum number of vehicles that may be parked overnight on the
property. The maximum number of vehicles that may be parked overnight
on the property shall be two vehicles plus one for each available garage
stall.
1. A property owner may request a higher overnight parking limit in
writing at the time of the application. The City may approve or deny a
higher parking limit after considering factors such as the presence of
DocuSign Envelope ID: A847426B-0D97-4C8C-ABC5-1F96C04B1F0B
665
Page 3
off-street parking pads, driveway length and width, and availability of
street parking.
d. Agree that the City has permission to access exterior areas of the property
when responding to a reported violation of the standards in this section in
order to ascertain if a violation has occurred.
e. Not have any unresolved Code Enforcement or Property Maintenance cases.
f. Not have had a short-term rental license revoked by the City of Chanhassen
within the last seven years.
g. If the owner of a short-term rental fails to apply for a license within thirty
days of being notified of the need for a license by the City, they shall be
ineligible for a license for a period of one year from the date of the notice.
c) Standards. The following standards apply to all short-term rentals:
1) Listings advertising the property’s availability for rent must state the license number,
maximum occupancy permitted by the license, and the maximum number of vehicles
that may be parked overnight on the property.
2) An appropriate number of waste containers must be present to accommodate the
amount of trash generated by the short-term rental. Waste may not be stored outside
of approved containers. All waste containers must be stored outside of public view,
except on day of collection.
3) Between 10:00 p.m. and 7:00 a.m. no more than the maximum number of overnight
guests stipulated in the license may be present on the property.
4) Between 10:00 p.m. and 7:00 a.m. parking is limited to the maximum number of
vehicles stipulated in the license. At no time may vehicles be parked on grass or so as
to obstruct access to neighboring residences, the public right-of-way, or emergency
vehicle access.
5) The Good Neighbor Brochure provided by the City must be posted on the inside of
the front door and the primary door to the backyard, or in a conspicuous location near
each such door.
6) Property must have working smoke and carbon monoxide detectors in each bedroom
or sleeping area and the owner must provide any transient renting the property with
information regarding emergency egress.
7) Property must be in compliance with all state and local laws and regulations.
d) Violations
1) Unlawful Acts: It shall be unlawful for a person, firm or corporation to be in conflict
with or in violation of any of the provisions of this Section or other provisions of this
code.
2) Notice of Violation: The code official shall serve a notice of violation on the
licensee.
3) Prosecution Of Violation: If the notice of violation is not complied with, the code
official shall institute the appropriate proceeding at law or in equality to restrain,
correct or abate such violation, or to require the termination of the unlawful
DocuSign Envelope ID: A847426B-0D97-4C8C-ABC5-1F96C04B1F0B
666
Page 4
occupancy of the structure in violation of the provisions of this chapter or of the
order or direction made pursuant thereto.
4) Violation Penalties: Any person who shall violate a provision of this section, or fail
to comply therewith, or with any of the requirements thereof is guilty of a
misdemeanor. Each day that a violation continues after due notice has been served
shall be deemed a separate offense. Licenses may be revoked or suspended for
violations of this section.
5) Abatement of Violation: The imposition of the penalties herein prescribed shall not
preclude the city attorney from instituting appropriate action to restrain, correct or
abate a violation, or to prevent illegal occupancy of a building in violation of this
section, structure or premises, or to stop an illegal act, conduct, business or utilization
of the building, structure or premises.
6) Fees and Charges: The property owner of record shall be responsible for any city
costs in enforcing the provisions of this chapter including inspection fees, or other
fees, charges or penalties that are imposed as permitted by law.
e) Suspension and Revocation.
1) In the event of any potential health or safety violations, the City Manager may
suspend the license until the violation is corrected.
2) If a property with a short-term rental receives three notices of violation within a 365-
day period, its short-term rental license shall be revoked. The license may be revoked
after a single violation if the violation is not immediately corrected pursuant to a
notice of violation.
f) Appeal. The licensee may appeal the occupancy limit, parking limit, denial, suspension, or
revocation to the city council. The licensee must file with the city clerk a notice of appeal
within ten days of an issuance, denial, suspension, or revocation. The council shall consider
the appeal at a regularly or specially scheduled council meeting on or after 15 days from
service of the notice of appeal upon the city clerk by the licensee. Hearing on the appeal shall
be open to the public and the licensee shall have the right to appear and be represented by
legal counsel and to offer evidence in behalf of licensure. At the conclusion of the hearing, or
as soon thereafter as practicable, the council may order:
1) The denial, suspension, or revocation of the license.
2) The denial, suspension, or revocation by the city manager be lifted and the license be
returned to the licensee.
3) Additional terms, conditions and stipulations to be imposed on the licensee to
mitigate problems.
4) A higher occupancy or parking limit than approved by the City.
Section 3. This ordinance shall be effective January 1, 2023.
DocuSign Envelope ID: A847426B-0D97-4C8C-ABC5-1F96C04B1F0B
667
Page 5
PASSED AND ADOPTED this 10th day of October, 2022 by the City Council of the
City of Chanhassen, Minnesota
Kim Meuwissen, City Clerk Elise Ryan, Mayor
Summary Ordinance 698 published in the Chanhassen Villager on October 20, 2022)
DocuSign Envelope ID: A847426B-0D97-4C8C-ABC5-1F96C04B1F0B
668
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
SUMMARY OF ORDINANCE NO. 698
AN ORDINANCE AMENDING CHAPTER 1, GENERAL PROVISIONS, AND
CHAPTER 20, ZONING, OF THE CHANHASSEN CITY CODE
The purpose of these Code amendments are as follows:
Amend Section 1-2 of the City Code to include definitions related to short-term rentals,
including the terms: enterprise, managing agency or rental agent, remuneration, rent, rental,
short-term rental, and transient.
Add Section 20-961 to include provisions requiring an annual license for short-term rentals,
establish standards that the owners and renters of short-term rentals must abide by, provide an
enforcement mechanism for the license requirement and associated standards for short-term
rentals, and create appeals process for licensees.
This ordinance shall go into effect on January 1, 2023.
A printed copy of Ordinance No. 698 is available for inspection by any person during
regular office hours at the office of the City Clerk.
PASSED, ADOPTED, AND APPROVED FOR PUBLICATION this 10th day of
October, 2022, by the City Council of the City of Chanhassen.
Published in the Chanhassen Villager on October 20, 2022)
669
670
City Council Item
February 12, 2024
Item Receive the 2023 Economic Development Annual Report
File No.Item No: J.1
Agenda Section ADMINISTRATIVE PRESENTATIONS
Prepared By Sam DiMaggio, Economic Development Manager
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council receives the 2023 Economic Development Annual Report."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The 2023 Economic Development Report identifies the activities of the Economic Development
Commission (EDC) and any local business interactions with staff.
BACKGROUND
In 2023, SourceLink Pro, a Customer Relationship Management (CRM) tool was implemented. This
tool allows staff to track interactions and requests from businesses. The data compiled in the annual
report was generated through this software.
Staff has also worked diligently to communicate with the business community on the following items:
27 Manufacturers received postal letters and 13 received emails inviting them to Business
Retention and Expansion Visits
133 Businesses received postal letters sharing information on the Chanhassen Bluffs Sports
Complex
671
155 Businesses were invited to participate in Small Business Saturday
DISCUSSION
Below is a summary of economic development efforts completed or initiated in 2023:
Business Retention & Expansion Survey Development
DEED Labor Market Presentation (Neal Young)
Carver County CDA (Chuck Swanson)
LOST, Avienda, and U of M (Laurie Hokkanen)
Oath of office, Approve By-Laws, Election of Officers, and Open Meeting Law Training
EDC Manual Development
Business Subsidy Training
Chanhassen's Business Subsidy Policy Update
Tax Increment & Tax Abatement Training
Central Business District (CBD) zoning district amendments (Eric Maass)
Three-year economic development strategic plan creation and review
Staff has the following items on the agenda for 2024:
Finalize the three-year economic development strategic plan and begin implementation
Training on DEED Programs
SAC/WAC Policy
Website Updates
Follow up on the Chanhassen Bluffs Sports Complex & LOST
Civic Campus update and Downtown Design Guidelines
NextStage Presentation
If there are items, projects, or research the City Council would like to see the economic development
department undertake for 2024, please provide direction to staff.
BUDGET
RECOMMENDATION
Staff recommends the City Council receive the 2023 Economic Development Annual Report.
ATTACHMENTS
2023 Economic Development Year-End Review
672
673
674
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. 716
AN ORDINANCE AMENDING THE CITY CODE
CONCERNING REGULATION OF LAWFUL GAMBLING
THE CITY COUNCIL OF CHANHASSEN, MINNESOTA ORDAINS:
SECTION 1. Article 10-V “Gambling” of the Chanhassen City Code is amended in its
entirety to read as follows:
Sec 10-150 Adoption of State Law by Reference
The provisions of Minn. Stat. ch. 349, as they may be amended from time to time, with reference
to the definition of terms, conditions of operation, provisions relating to sales, and all other
matters pertaining to lawful gambling are hereby adopted by reference and are made a part of
this ordinance as if set out in full. It is the intention of the Council that all future amendments of
Minn. Stat. ch. 349, are hereby adopted by reference or referenced as if they had been in
existence at the time this ordinance was adopted.
Sec 10-151 City May be More Restrictive Than State Law
The Council is authorized by the provisions of Minn. Stat. § 349.213, as it may be amended from
time to time, to impose, and has imposed in this ordinance, additional restrictions on gambling
within its limits beyond those contained in Minn. Stat. ch. 349, as it may be amended from time
to time.
Sec 10-152 Purpose
The purpose of this ordinance is to regulate lawful gambling within the City of Chanhassen, to
prevent its commercialization, to ensure the integrity of operations, and to provide for the use of
net profits only for lawful purposes.
Sec 10-153 Definitions
In addition to the definitions contained in Minn. Stat. § 349.12, as it may be amended from time
to time, the following terms are defined for purposes of this ordinance:
(a) Board, as used in this ordinance, means the State of Minnesota Gambling Control Board.
(b) City, as used in this ordinance, means the City of Chanhassen.
(c) Council, as used in this ordinance, means the City Council of the City of Chanhassen.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
607675
2
(d) Licensed Organization, as used in this ordinance, means an organization licensed by the
Board.
(e) Local Permit, as used in this ordinance, means a permit issued by the city.
(f) Trade Area, as used in this ordinance, means this city and each city and township contiguous
to this city.
Sec 10-154 Applicability
This ordinance shall be construed to regulate all forms of lawful gambling within the city except
bingo conducted within a nursing home or a senior citizen housing project or by a senior citizen
organization if the prizes for a single bingo game do not exceed $10, total prizes awarded at a
single bingo occasion do not exceed $200, only members of the organization, residents of the
nursing home or housing project, and their guests, are allowed to play in a bingo game, no
compensation is paid for any persons who conduct the bingo, and a manager is appointed to
supervise the bingo.
Sec 10-155 Lawful Gambling Permitted
Lawful gambling is permitted within the city provided it is conducted in accordance with Minn.
Stat. §§ 609.75-.763, inclusive, as they may be amended from time to time; Minn. Stat. §§
349.11-.23, inclusive, as they may be amended from time to time; and this ordinance.
Sec 10-156 Council Approval
Lawful gambling authorized by Minn. Stat. §§ 349.11-.23, inclusive, as they may be amended
from time to time, shall not be conducted unless approved by the Council, subject to the
provisions of this ordinance and state law.
Sec 10-157 Application and Local Approval of Premises Permits
(a) Any organization seeking to obtain a premises permit from the Board shall file with the city
clerk an executed, complete duplicate application, together with all exhibits and documents
accompanying the application as will be filed with the Board. Each organization licensed to
conduct lawful gambling in the City shall complete the City's investigation form, submit
copies of all state gambling application forms, all records and reports required to be filed
within the State Gambling Control Board pursuant to Minnesota Statues, Chapter 349, and
the rules and regulations promulgated thereunder, and submit any additional information
required by the City.
(b) Upon receipt of an application for issuance of a premises permit, the city cl erk shall transmit
the application to the county sheriff for review and recommendation.
(c) The county sheriff shall investigate the matter and make the review and recommendation to
the City Council as soon as possible, but in no event later than 45 days following receipt of
the notification by the city.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
608676
3
(d) Organizations applying for a state-issued premises permit shall pay the city an investigation
fee established by ordinance. This fee shall be refunded if the application is withdrawn
before the investigation is commenced. If approved by the City Council and the Board, a
licensed organization will be responsible for an annual investigative fee for conducting
lawful gambling within the city.
(e) The applicant shall be notified in writing of the date on which the Council will consider the
recommendation.
(f) The Council shall receive the county sheriff’s report and consider the application within 45
days of the date the application was submitted to the city clerk.
(g) The Council shall by resolution approve or disapprove the application within 60 days of
receipt of the application.
(h) The Council shall deny an application for issuance or renewal of a premises permit for any
of the following reasons:
(1) An applicant’s officer, director, or other person in a supervisory or management position
a. has been convicted of a felony within the last five (5) years;
b. has ever been convicted of a crime involving gambling;
c. is not of good moral character or repute;
d. has ever been convicted of
1. assault,
2. a criminal violation involving the use of a firearm, or
3. making terroristic threats;
e. owes delinquent local, state or federal taxes, or is delinquent on any other city bill.
(2) The premises is in violation of any land use or zoning ordinance or owes delinquent local,
state or federal taxes, or is delinquent on any other city bill.
(3) Violation by the gambling organization of any state statute, state rule, or city ordinance
relating to gambling within the last three (3) years.
(4) Violation by the on-sale establishment or organization leasing its premises for gambling
of any state statute, state rule, or city ordinance relating to the operation of the
establishment, including, but not limited to, laws relating to alcoholic beverages,
gambling, controlled substances, suppression of vice, and protection of public safety
within the last three (3) years.
(5) Lawful gambling would be conducted at premises other than those for which an on-sale
liquor license has been issued.
(6) Failure of the applicant to pay the investigation fee provided by Subdivision 4 within the
prescribed time limit.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
609677
4
(7) Operation of gambling at the site would be detrimental to health, safety, and welfare of
the community.
Otherwise, the Council shall pass a resolution approving the application.
Sec 10-158 Local Permits
(a) No organization shall conduct lawful gambling excluded or exempted from state licensure
requirements by Minn. Stat. § 349.166, as it may be amended from time to time, without a
valid local permit. This section shall not apply to lawful gambling exempted from local
regulation by Section 10-154 of this ordinance.
(b) Applications for issuance or renewal of a local permit shall be on a form prescribed by the
city. The application shall contain the following information:
(1) Name and address of the organization requesting the permit.
(2) Name and address of the officers and person accounting for receipts, expenses, and
profits for the event.
(3) Dates of gambling occasion for which permit is requested.
(4) Address of premises where event will occur.
(5) Copy of rental or leasing arrangement, if any, connected with the event, including rent to
be charged to the organization, which rental or leasing arrangement may not provide for
rental payments based on a percentage of receipts or profits from lawful gambling.
(6) Estimated value of prizes to be awarded.
(c) The fee for a local permit shall be as established by city ordinance. The fee shall be
submitted with the application for a local permit. This fee shall be refunded if the application
is withdrawn before the investigation is commenced.
(d) Upon receipt of an application for issuance or renewal of a local permit, the city clerk shall
transmit the notification to the county sheriff for review and recommendation.
(e) The county sheriff shall investigate the matter and make review and recommendation to the
City Council as soon as possible, but in no event later than 45 days following receipt of the
notification by the city.
(f) The applicant shall be notified in writing of the date on which the Council will consider the
recommendation.
(g) The Council shall receive the county sheriff’s report and consider the application within 45
days of the date the application was submitted to the city clerk.
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
610678
5
(h) The Council shall deny an application for issuance or renewal of a local permit for any of the
following reasons:
(1) Violation by the gambling organization of any state statute, state rule, or city ordinance
relating to gambling within the last three (3) years.
(2) Violation by the on-sale establishment, or organization leasing its premises for gambling,
of any state statute, state rule, or city ordinance relating to the operation of the
establishment, including, but not limited to, laws relating to the operation of the
establishment, laws relating to alcoholic beverages, gambling, controlled substances,
suppression of vice, and protection of public safety within the last three (3) years.
(3) Operation of gambling at the site would be detrimental to health, safety, and welfare of
the community.
Otherwise, the Council shall approve the application.
Sec 10-159 Revocation and Suspension of Local Permits
(a) A local permit may be revoked or temporarily suspended for a violation by the gambling
organization of any state statute, state rule, or city ordinance relating to gambling.
(b) A local permit shall not be revoked or suspended until written notice and an opportunity for a
hearing have first been given to the permitted person. The notice shall be personally served
or sent by certified or registered mail. If the person refuses to accept notice, notice of the
violation shall be served by posting it on the premises. Notice shall state the provision
reasonably believed to be violated and shall also state that the permitted person may demand
a hearing on the matter, in which case the permit will not be suspended until after the hearing
is held. If the permitted person requests a hearing, the Council shall hold a hearing on the
matter at least one week after the date on which the request is made. If, as a result of the
hearing, the Council finds that an ordinance violation exists, then the Council may suspend or
revoke the permit.
Sec 10-160 Display of Permit
All permits issued under state law or this ordinance shall be prominently displayed during the
permit year at the premises where gambling is conducted.
Sec 10-161 Notification Of Material Changes To Application
An organization holding a state-issued premises permit or a local permit shall notify the city
within ten (10) days in writing whenever any material change is made in the information
submitted on the application.
Sec 10-162 Contribution Of Net Profits To Fund Administered By City
(a) Each organization licensed to conduct lawful gambling within the city pursuant to Minn.
Stat. § 349.16, as it may be amended from time to time, shall contribute ten percent (10%) of
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
611679
6
its net profits derived from lawful gambling in the city to a fund administered and regulated
by the city without cost to the fund. The city shall disburse the funds for charitable
contributions as defined by Minn. Stat. § 349.12, subd. 7a, as it may be amended from time
to time.
(b) Payment under this section shall be made on the last day of each month.
(c) The city’s use of such funds shall be determined at the time of adoption of the city’s annual
budget or when the budget is amended.
(d) An organization that conducts gambling on fewer than five days in a calendar year is exempt
from the requirements of this section.
Sec 10-163 Designated Trade Area
(a) Each organization licensed to conduct gambling within the city shall expend fifty percent
(50%) of its lawful purpose expenditures on lawful purposes conducted within the city’s
trade area.
(b) This section applies only to lawful purpose expenditures of gross profits derived from
gambling conducted at a premises within the city’s jurisdiction.
(c) An organization that conducts gambling on fewer than five days in a calendar year is exempt
from the requirements of this section.
Sec 10-164 Records and Reporting
(a) Organizations conducting lawful gambling shall file with the city clerk one copy of all
records and reports required to be filed with the Board, pursuant to Minn. Stat. ch. 349, as it
may be amended from time to time, and rules adopted pursuant thereto, as they may be
amended from time to time. The records and reports shall be filed on or before the day they
are required to be filed with the Board.
(b) Organizations licensed by the Board shall file a report with the city proving compliance with
the trade area spending requirements imposed by Section 10-163. Such report shall be made
on a form prescribed by the city and shall be submitted annually.
Sec 10-165 Hours of Operation
Lawful gambling shall not be conducted between 1 a.m. and 8 a.m. on any day of the week.
Sec 10-166 Penalty
Any person who violates any provision of this ordinance; Minn. Stat. §§ 609.75-609.763,
inclusive, as they may be amended from time to time; or Minn. Stat. §§ 349.11-349.21, as they
may be amended from time to time; or any rules promulgated under those sections, as they may
be amended from time to time, shall be guilty of a misdemeanor and subject to a fine of not more
than $1,000 or imprisonment for a term not to exceed 90 days, or both, plus in either case the
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
612680
7
costs of prosecution. In addition, violations shall be reported to the Board, and recommendations
shall be made for suspension, revocation, or cancellation of an organization’s license.
Sec 10-167 Severability
If any provision of this ordinance is found to be invalid for any reason by a court of competent
jurisdiction, the validity of the remaining provisions shall not be affected.
SECTION 2. Effective Date. This ordinance becomes effective on the date of its
publication or upon the publication of a summary of the ordinance as provided by Minn. Stat. §
412.191, subd. 4, as it may be amended from time to time, which meets the requirements of
Minn. Stat. § 331A.01, subd. 10, as it may be amended from time to time.
PASSED AND ADOPTED this 9th day of October 2023 by the City Council of the City
of Chanhassen, Minnesota.
ATTEST:
Kim Meuwissen City Clerk Elise Ryan, Mayor
(Summary Ordinance Published in the Chanhassen Villager on October 19, 2023)
DocuSign Envelope ID: 34C06921-F039-493C-9888-060184A5816B
613681