PC Staff Report 8-20-19PLANNING COMMISSION STAFF
REPORT
Tuesday, August 20, 2019
Subject Life Time Fitness Parking Lot Addition Site Plan Review
Section PUBLIC HEARINGS Item No: C.1.
Prepared By Bob Generous, Senior Planner File No: Planning Case 201906
PROPOSED MOTION:
The Chanhassen Planning Commission recommends approval of the site plan for a 184 space parking lot expansion
subject to the Conditions of Approval in the Planning Commission staff report and adoption of the Findings of Fact
and Recommendation.
SUMMARY OF REQUEST
The applicant is requesting site plan approval for an offsite parking lot for the Life Time Fitness campus.
APPLICANT
Life Time, 2902 Corporate Place, Chanhassen
SITE INFORMATION
PRESENT ZONING: Planned Unit Development (PUD) District
LAND USE:Office Industrial
ACREAGE: 5.23 acres
DENSITY: NA
APPLICATION REGULATIONS
Chapter 20, Article 2, Division 6, Site Plan Review
Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and OfficeInstitutional
Developments
Chapter 20, Article XXII, "IOP" Industrial Office Park District
Arboretum Business Park Development Standards
BACKGROUND
On May 27, 2003, the Chanhassen City Council approved the following:
PLANNING COMMISSION STAFFREPORTTuesday, August 20, 2019SubjectLife Time Fitness Parking Lot Addition Site Plan ReviewSectionPUBLIC HEARINGS Item No: C.1.Prepared By Bob Generous, Senior Planner File No: Planning Case 201906PROPOSED MOTION:The Chanhassen Planning Commission recommends approval of the site plan for a 184 space parking lot expansionsubject to the Conditions of Approval in the Planning Commission staff report and adoption of the Findings of Factand Recommendation.SUMMARY OF REQUESTThe applicant is requesting site plan approval for an offsite parking lot for the Life Time Fitness campus.APPLICANTLife Time, 2902 Corporate Place, ChanhassenSITE INFORMATIONPRESENT ZONING: Planned Unit Development (PUD) DistrictLAND USE:Office IndustrialACREAGE: 5.23 acres DENSITY: NA APPLICATION REGULATIONSChapter 20, Article 2, Division 6, Site Plan ReviewChapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and OfficeInstitutionalDevelopmentsChapter 20, Article XXII, "IOP" Industrial Office Park DistrictArboretum Business Park Development StandardsBACKGROUND
On May 27, 2003, the Chanhassen City Council approved the following:
Preliminary and final plat for Arboretum Business Park 5th Addition, Sub #20035, creating two lots, as shown on
plans prepared by Schoell & Madsen, Inc., dated April 4, 2003, and
Site Plan #20034, as shown on plans prepared by Steiner Construction Services dated April 4, 2003, for a 20,000
square foot, one story office warehouse building on Lot 2, Block 1, Arboretum Business Park 5th Addition.
RECOMMENDATION
Staff recommends that the Planning Commission approve the site plan for an offsite parking lot for the Life Time
Fitness campus, subject to the Conditions of Approval in the attached staff report and adoption of the Findings of Fact
and Recommendation.
ATTACHMENTS:
Planning Commission Staff Report
Findings of Fact and Recommendation
Development Review Application
Parking Lot Plans
Traffic Study
Affidavit of Mailing
CITY OF
CHANHASSEN
PC DATE: August 20, 2019
CC DATE: August 26, 2019
REVIEW DEADLINE: August 8, 2019
CASE #: 2019-06
BY: RG, EH, TH, DN, JS, ET
SUMMARY OF REQUEST: The applicant is requesting site plan approval for an off-site
parking lot for the Life Time Fitness campus.
LOCATION: Lot 1, Block 1, Arboretum Business Park 5th Addition (PID 25.0780010)
2970 Water Tower Place
APPLICANT: Life Time
2902 Corporate Place
Chanhassen, MN 55317
(952) 229-7862
jschmidt@lt.life
PRESENT ZONING: Planned Unit Development
(PUD) District
2020 LAND USE PLAN: Office Industrial
ACREAGE: 5.23 acres DENSITY: NA
LEVEL OF CITY DISCRETION IN
DECISION-MAKING:
The city’s discretion in approving or denying a Site Plan is limited to whether or not the
proposed project complies with Zoning Ordinance requirements. If it meets these standards, the
city must then approve the site plan. This is a quasi-judicial decision.
Notice of this public hearing has been mailed to all property owners within 500 feet.
PROPOSAL/SUMMARY
Site plan approval for a 213 stall parking lot, adding 184 stalls to the site.
APPLICABLE REGULATIONS
Chapter 20, Article 2, Division 6, Site Plan Review
PROPOSED MOTION:
“The Chanhassen Planning Commission recommends approval of the site plan for a 184 space
parking lot expansion subject to the Conditions of Approval and adoption of the Findings of Fact
and Recommendation.”
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 2 of 10
Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-
Institutional Developments
Arboretum Business Park Development Standards
BACKGROUND
On August 9, 2004, the Chanhassen City Council approved
An amendment to the Arboretum Business Park Development Design Standards, PUD #92-6,
Permitted Uses to permit health clubs on Lot 5, Block 4, Arboretum Business Park PUD Plan
(Outlot A, Arboretum Business Park 4th Addition to be platted as Lot 1, Block 1, Life Time
Fitness).
Site Plan Planning Case #04-22 for a two-story, 109,000 square-foot health club with a pool
and two three-story, 100,000 square-feet office buildings, and the temporary use of a
sales/membership trailer, plans prepared by Alliant Engineering, Inc., dated 6/18/04, revised
7/28/04.
Final plat for Life Time Fitness creating one lot and associated right-of-way for Corporate
Place (plans prepared by Schoell & Madsen, Inc.).
And denied:
The parking variance to permit two rows of parking between Office Building 1 and Highway
5.
On May 27, 2003, the Chanhassen City Council approved the following:
Preliminary and final plat for Arboretum Business Park 5th Addition, Sub #2003-5, creating
two lots, as shown on plans prepared by Schoell & Madsen, Inc., dated April 4, 2003, and
Site Plan #2003-4, as shown on plans prepared by Steiner Construction Services dated April
4, 2003, for a 20,000 square foot, one story office warehouse building on Lot 2, Block 1,
Arboretum Business Park 5th Addition.
On July 28, 1997, the City Council approved the following: The ordinance for PUD #92-6
rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development,
PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 3 of 10
DISCUSSION
The applicant is requesting site plan approval for a 184 stall parking lot expansion. There are
currently 37 stalls that were built on the site with the development of the property to the east for
a total of 213 parking stalls on this parcel.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 4 of 10
Site Constraints
Wetland Protection
The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic
aerial photography and a site visit revealed that no wetland is present on the site.
Bluff Protection
There are no bluffs present on the site.
Bluff Creek Primary Zone
The property is not located within the Bluff Creek Overlay District.
Shoreland Management
The property does not lie within a shoreland overlay district.
Floodplain Overlay
This property does not lie within a floodplain.
ARCHITECTURAL COMPLIANCE
Lighting
The applicant is proposing 25-foot tall light poles around the parking lot as well. LED lighting is
proposed. All lighting shall be shielded and have 90 degree cut-off angles pursuant to City
Code.
Signage
The applicant is not proposing signage. Signage must follow the standards for the IOP district.
Monument signage may not be located within drainage and utility easements. A separate sign
permit must be submitted for each sign. Traffic control signage and directional signage may be
permitted pursuant to City Code.
Site Furnishings
The applicant is proposing constructing a sidewalk connection to the Life Time campus located
to the north of the site.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 5 of 10
Landscaping
The parking lot construction at Water Tower Place and the expansions of the existing lots all
require appropriate landscaping as prescribed by city ordinance.
2970 Water Tower Place Required Proposed
Vehicular use landscape area 6,624 sq. ft. > 6,624 sq. ft.
Trees/parking lot 26 trees 20 trees
6 existing trees
Islands or peninsulas/parking lot 16 islands/peninsulas 16 islands/peninsulas
The applicant meets ordinance requirements.
Access, Lot Frontage and Parking Location
The applicant is proposing to construct a new parking lot with access off Water Tower Place.
The existing access to 2970 Water Tower Place will be utilized for the proposed parking lot,
along with an existing access at 2932 Water Tower Place, which is also owned by Life Time. A
traffic assessment was completed by Max Moreland, P.E., P.T.O.E. with Spack Consulting. The
assessment concluded that the intersection at Water Tower Place and Century Boulevard will
operate under an acceptable level of services based on the anticipated increase in vehicle
volumes due to the proposed development and usage. The report also concluded that the
sidewalk on the north end of the parking lot should be extended west in order to improve
pedestrian circulation. The applicant is encouraged to follow the recommendations within the
Spack traffic memorandum.
Miscellaneous
The addition of parking spaces requires additional accessible parking spaces be provided per the
Minnesota Accessibility Code. The additional accessible spaces shall be distributed to locations
at or near the accessible entrances of the four Life Time buildings noted on the plan.
While only tangentially part of the site plan review for the auxiliary parking lot at 2970 Water
Tower Place for the Life Time campus, staff has a few comments regarding the parking lot
revisions on 2900, 2901 and 2902 Corporate Place, which will be reviewed and permitted
through a separate building permit application, due to the inclusion of retaining walls to
accommodate the parking expansion.
The parking lot construction at Water Tower Place and the expansions of the existing lots all
require appropriate landscaping as prescribed by city ordinance. A breakdown of the minimum
requirements for each parcel is shown in the table below.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 6 of 10
2900/2902 Corporate Place Required Proposed
Removal of 11 trees to create
additional parking
11 trees 11trees
The applicant is including landscape peninsulas in the new parking area. The applicant meets
ordinance requirements.
2901 Corporate Place Required Proposed
Vehicular use landscape area 2,400 sq. ft. 2400 sq. ft. on adjacent
parcel
Trees/parking lot 9 trees 0 trees in parking
14 trees in buffer
Islands or peninsulas/parking lot 5 islands/peninsulas 2 islands/peninsulas
Staff recommends that three peninsulas be added to the proposed parking area and all five
peninsulas shall be landscaped with one tree each.
The city needs to know how long the hydrants will be down on the south side of Life Time
health club during construction. They are removing two and placing them in different areas. The
spacing is still ok, but we would need a plan from them showing how long these would be out of
service.
EASEMENTS
Standard drainage and utility easements (D&Us) meeting city requirements were recorded on the
property with the plat for Arboretum Business Park 5th Addition (a 10-foot D&U on the south
and west sides, and a 5-foot D&U on the north and east sides). A temporary turnaround
easement in favor of the city was recorded at the end of Water Tower Place, formerly known as
Coulter Boulevard, over the temporary cul-de-sac in 1998. As no connection has yet been made
to State Highway No. 41 from Water Tower Place, the temporary turnaround easement (public
right-of-way) will remain as described in the recorded document A230789.
UTILITIES
Public utilities are available to the site. However, no sewer or water connections are proposed.
The storm water system will tie into the existing storm water infrastructure for the Arboretum
Business Park development.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 7 of 10
GRADING
The applicant has proposed grading the site to drain
from the southwest corner to the northeast corner.
Drainage will be routed to a series of catch basins
connected to a private conveyance system which
routes stormwater to an underground stormwater
filtration system. Generally speaking, the site is
relatively flat, and grading will not require
extraordinary conditions.
DRAINAGE AND EROSION CONTROL
The proposed development will exceed one (1) acre of
disturbance and will, therefore, be subject to the
General Permit Authorization to Discharge
Stormwater Associated with Construction Activity
under the National Pollution Discharge
Elimination/State Disposal System (NPDES
Construction Permit). All erosion control shall be
installed and inspected prior to initiation of site
grading activities.
The proposed redevelopment will need Riley-
Purgatory-Bluff Creek Watershed District
(RPBCWD) permits.
STORMWATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required stormwater management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of site
plans, subdivisions and water management features.” These standards include abstraction of
runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS)
and 60% total phosphorous (TP). The applicant has proposed a sub-surface stormwater
management system which includes stormwater filtration prior to discharge to the existing
private conveyance system adjacent to the site. The applicant has provided a stormwater
management report for this approach with the required hydraulic and hydrologic data and
computations. Based on the information provided, this will be an acceptable method given
infiltration is not feasible due to the sandy lean clay (hydrologic soil group D) in-situ.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 8 of 10
UTILITIES
As the proposed development is the construction of a parking lot and there are no proposed
facilities that would require sanitary or water services, no extension of public utilities or private
services are required at this time. There currently exists a 6” PVC sanitary sewer service stubbed
to the property that shall be abandoned and plugged by the developer’s contractor. Coordination
of this work shall be done through the Public Works Department (952-227-1300) 48-hours prior
to commencement of work.
Compliance Table Code Project (Life Time Parking)
Parking Setback N - 0' E - 0'
W - 10' S - 10'
N - 50' E - 0'
W - 47' S - 20'
Hard Surface Coverage 70% 53%
Lot Area 43,560 sq. ft. 116,741 sq. ft. (2.68 ac.)
RECOMMENDATION
Staff recommends that the Planning Commission approve the site plan for an off-site parking lot
for the Life Time Fitness campus, subject to the following conditions:
Building
1. The addition of parking spaces requires additional accessible parking spaces be provided
per the Minnesota Accessibility Code. The additional accessible spaces shall be
distributed to locations at or near the accessible entrances of the four Life Time buildings
noted on the plan.
Engineering
1. On sheet C1.00: Under the governing specification notes, reference the City of
Chanhassen’s Standard Specifications and Detail Plates.
2. On sheet C2.00: Existing utilities illustrated on Water Tower Place do not match city
records, the developer should request appropriate shape files and as-builts from the city to
accurately depict existing locations of utilities for clarity (e.g. the fire hydrant located on
the east corner of the driveway approach to 2932 Water Tower Place is not illustrated,
draintile in the area is not illustrated, etc.).
3. On sheet C3.00: Field locate the existing sanitary sewer service stub and have the plans
updated to the exact location; electrical wiring is not illustrated between lights to be
removed, show all electrical wiring and call-out removal; plans indicate the reuse and
salvage of existing gravel, illustrate location of stockpiles either on sheet C3.00 and sheet
C6.00.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 9 of 10
4. On sheet C5.00: From the “Utilities Symbols” the existing and proposed storm manhole
appear the same, adjust for clarity; from the “Utilities Symbols” there are multiple line
types/symbols that are unused in the plan sheets, remove any unused line types for
clarity, also ad symbol for “light grey” pavement that is hatched within majority of work
area; add ADA compliant ramps; storm structures (catch basins, storm manholes, etc.)
that have inverts should be labeled with direction of invert (N, S, E, W) connection type
(IN/OUT); illustrate locations of access pits for Stormtech system; RCP pipe from CB 6
to STMH 5 shall be 15” diameter; adjust symbol if storm infrastructure is called out as
STMH as currently all STMH’s are symbolized as proposed catch basins; show
connection to outlet control structure and reference detail and/or sheet the detail is
located on for clarity (STMH 7); reference city detail #5207 for driveway entrance off
Water Tower Place; correct name to Water Tower Place; connection to existing STMH
on southeast corner of site references “verify existing invert,” applicant shall field verify
and update plans accordingly; add note to abandon 6” PVC sanitary stub and to
coordinate with Public Works @ 952-227-1300 48-hours prior to commencement of
work.
5. On sheet C6.00: Call out for rock construction entrance should also illustrate the
entrance on plans; remove silt fence where rock construction entrance is located for
proper ingress/egress; relocate silt fence on far east side to the edge of the extents of
proposed grading (approximately 40’ to the west), and not on existing impervious
surface, adaptively manage with bio logs and other approved erosion control BMPs when
tying in new and existing bituminous; show stockpile of salvaged gravel and methods for
erosion and sediment control; remove call out for existing and proposed contour and add
line types to symbols.
6. On sheet C8.00: The planting legend indicates areas where work would include “sod-
disturbed areas”, however no areas are proposed or illustrated to be sodded, update
accordingly.
7. On sheet C10.00: Add applicable city details per updates required from Conditions 1-6,
which includes, but are not limited to, driveway details, erosion control details, and storm
pipe bedding details.
8. On sheet C13.00: Provide MPCA issued Construction Stormwater General Permit;
update SWPPP to include every requirement listed under Sections 5.2-5.26 of the NPDES
general permit.
9. On sheet E0.1: Light pole base detail does not provide dimensions of concrete base,
rebar spacing, depths, etc., update accordingly; electrical conduit/wire is difficult to read
on plans, enlarge text for clarity; provide legend; provide north arrow; Key Note 3 shall
replace the word “abandon” with “remove”; Key Note 4 indicates “conductors to be
removed”, locate conductors on plan.
Planning Commission
2970 Water Tower Place – Life Time Parking Lot
August 20, 2019
Page 10 of 10
10. Provide an updated stormwater report that indicates the property owner and their contact
information along with the consultant/engineer who produced the analysis and their
contact information.
11. The stormwater report indicates that the underground system will utilize biofiltration.
Provide an update to the report that clarifies how biofiltration will be achieved.
Environmental Resources
1. All parking lot islands and peninsulas that contain a tree must have an inside width of 10
feet. Parking lot landscaped islands and peninsulas are required to have proper planting
soil and irrigation.
Planning
1. The applicant shall enter into a Site Plan Agreement and provide the security required by
it prior to receiving a building permit.
2. A separate sign permit application, review and approval shall be required prior to site
sign installation.
3. The building needs additional articulation to break up long expansions of wall area on the
north side of the building.
ATTACHMENTS
1. Application for Development Review
2. Findings of Fact and Recommendation
3. Life Time Parking Addition Plan Set Stamped “Received July 19, 2019”
4. Traffic Study
5. Public Hearing Notice and Mailing List
g:\plan\2019 planning cases\19-06 life time parking addition spr\staff report lifetime parking.docx
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Life Time for Site Plan approval for a 184 parking stall expansion..
On August 20, 2019, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of Life Time for site plan approval for an off-site parking lot
for the Life Time Campus. The Planning Commission conducted a public hearing on the
proposed development preceded by published and mailed notice. The Planning Commission
heard testimony from all interested persons wishing to speak and now makes the following:
FINDINGS OF FACT
1. The property is currently zoned Planned Unit Development, PUD.
2. The property is guided in the Land Use Plan for Office Industrial uses.
3. The legal description of the property is Lot 1, Block 1, Arboretum Business Park 5th
Addition.
4. Site Plan Review:
a. Is consistent with the elements and objectives of the city's development guides, including
the comprehensive plan, official road mapping, and other plans that may be adopted;
Finding: The proposed development is in compliance with the elements and objectives
of the city's development guides as well as meeting the design standards for Arboretum
Business Park.
b. Is consistent with site plan division;
Finding: The proposed development complies with the Site Plan review requirements of
the Chanhassen City Code.
c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil
removal and designing grade changes to be in keeping with the general appearance of the
neighboring developed or developing areas;
Finding: The site has been significantly altered by previous grading on the parcel. The
proposed development is in keeping with the general appearance of the neighboring
2
developed areas. The parking lot will provide additional parking that is needed for the
corporate campus.
d. Creates a harmonious relationship of building and open space with natural site features
and with existing and future buildings having a visual relationship to the development;
Finding: The proposed development creates a harmonious relationship of parking and
open space with existing and future buildings having a visual relationship to the
development.
e. Creates a functional and harmonious design for structures and site features, with special
attention to the following:
1) An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
2) The amount and location of open space and landscaping;
3) Materials, textures, colors and details of construction as an expression of the design
concept and the compatibility of the same with adjacent and neighboring structures
and uses; and
4) Vehicular and pedestrian circulation, including walkways, interior drives and parking
in terms of location and number of access points to the public streets, width of
interior drives and access points, general interior circulation, separation of pedestrian
and vehicular traffic and arrangement and amount of parking.
Finding: The proposed parking lot has good vehicle circulation provides needed
parking and creates a functional and harmonious design for structures and site
features, subject to compliance with the conditions of approval.
e. Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The proposed development protects adjacent and neighboring properties
through reasonable provision for surface water drainage, sound and sight buffers,
preservation of views, light and air and traffic circulation.
5. The planning report #2019-06 dated August 20, 2019 prepared by Robert Generous, et al, is
incorporated herein.
3
RECOMMENDATION
The Planning Commission recommends that the City Council approve the Site Plan for a
Life Time parking lot subject to the recommended Conditions of Approval contained within the
staff report.
ADOPTED by the Chanhassen Planning Commission this 20th day of August 2019.
CHANHASSEN PLANNING COMMISSION
BY:
Steve Weick, Chairman
COMMUNITY DEVELOPMENT DEPARTMENT
anningdDivision —
P.O. 147,
hard CITY OF CHANHASSENMailingAddress— .O. Box 147, Chanhassen, MN 55317 11011Phone: (952) 227-1300/ Fax: (952) 227-1110
APPLICATION FOR DEVELOPMENT REVIEW
12
Submittal Date: I - • ( I { PC Date. CC Date: 60-Day Review Date:
Section 1: Application Type(check all that apply)
Refer to the appropriate Application Checklist for required submittal information that must accompany this application)
Comprehensive Plan Amendment 600 Subdivision (SUB)
E Minor MUSA line for failing on-site sewers $100 Create 3 lots or less 300
E Create over 3 lots 600 + $15 per lot
Conditional Use Permit(CUP) lots)
Single-Family Residence 325 Metes & Bounds (2 lots) 300
All Others 425 Consolidate Lots 150
Interim Use Permit (IUP)
El Lot Line Adjustment 150
Final Plat 700
E In conjunction with Single-Family Residence..$325
Includes $450 escrow for attorney costs)"El AllAll Others Additional escrow may be required for other applications
through the development contract.
Rezoning (REZ)
E Planned Unit Development (PUD) 750 Vacation of Easements/Right-of-way(VAC) $300
Minor Amendment to existing PUD 100 Additional recording fees may apply)
All Others 500
Variance (VAR)200
Sign Plan Review 150
Wetland Alteration Permit (WAP)
O Site Plan Review(SPR) Single-Family Residence 150
Administrative 100 All Others 275
0 Commercial/Industrial Districts* 500
Plus $10 per 1,000 square feet of building area: Zoning Appeal 100
thousand square feet)
Include number of existing employees:
Zoning Ordinance Amendment (ZOA) 500
Include number of new employees:
Residential Districts 500 NOTE: When multiple applications are processed concurrently,
the appropriate fee shall be charged for each application.
Plus $5 per dwelling unit (units)
Notification Sign (City to install and remove) 200
O Property Owners' List within 500' (City to generate after pre-application meeting) 3 per address
10 addresses)
Escrow for Recording Documents (check all that apply) 50 per document
Conditional Use Permit Interim Use Permit 0 Site Plan Agreement
Vacation Variance Wetland Alteration Permit
Metes & Bounds Subdivision (3 docs.)Easements ( easements) Deeds
TOTAL FEE: $580.00
Section 2: Required Information
Description of Proposal: Construction of a parking lot to serve neighboring parcels
Property Address or Location: 2970 Water Tower Place
Parcel #:250780010 Legal Description: Lot 1, Block 1 Arboretum Business Park 5th Addition
Total Acreage:2.68 Wetlands Present? Yes ® No
Present Zoning: Planned Unit Development (PUD) Requested Zoning: Planned Unit Development (PUD)
Present Land Use Designation: Commercial Requested Land Use Designation: Commercial
Existing Use of Property: Alpha Field (Outdoor exercise space)
Check box if separate narrative is attached.
Section 3: Property Owner and Applicant Information
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to
the right to object at the hearings on the application or during the appeal period. If this application has not been signed by
the property owner, I have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I
E further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct.
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Signature: Date:
PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees,feasibility studies, etc. with an estimate prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correct.
Name: Life Time Contact: Justin Schmidt
Address: 2902 Corporate Place Phone: 952) 229-7862
City/State/Zip: Chanhassen, MN 55317 Cell:605) 728-2905
Email: JSchmidt@It.life Fax:952) 947-0797
1=
Signature: Date: 6/14/19
This application mint be completed in full and must be accompanied by all information and plans required by
applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist
and confer with the Planning Department to determine the specific ordinance and applicable procedural
requirements and fees.
A determination of completeness of the application shall be made within 15 business days of application submittal. A i
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
11
PROJECT ENGINEER(if applicable)
Name: Elfering &Associates Contact: Kristie Elfering
Address:10062 Flanders Court NE Phone: 763) 780-0450
Blaine, MN 55449 651) 295-9876 sCity/State/Zip: Cell: I
Email: kelfering@elferingeng.com Fax:763) 780-0452
I
Section 4: Notification Information
Who should receive copies of staff reports? Other Contact Information:
Property Owner Via: 0 Email Mailed Paper Copy Name:
Applicant Via: Email Mailed Paper Copy Address:
Engineer Via: Email Mailed Paper Copy City/State/Zip: 1
Other* Via: Email Mailed Paper Copy Email:3
INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your t
device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital 1
copy to the city for processing.I SAVE FORM PRINT FORM SUBMIT FORM
One SE Main St #204, Minneapolis, MN 55414 888.232.5512 www.SpackConsulting.com
Technical Memorandum
To: Kristie Elfering, Elfering & Associates
From: Max Moreland, P.E., P.T.O.E.
Date: July 24, 2019
Re: Traffic Assessment – Chanhassen Life Time Parking Improvements
Purpose of Report
Life Time Fitness in Chanhassen, Minnesota is proposing to add additional vehicle parking to its
campus located on the southeast corner of Arboretum Boulevard and Hazeltine Boulevard.
Some of this additional parking will be located south of the Life Time Fitness and will be
accessible off of Water Tower Place. This memorandum documents the traffic impacts due to
these parking changes at the Century Boulevard/Water Tower Place intersection.
An additional corporate office building will also be added to the s ite. This memorandum does
not address the traffic impacts of that development.
Conclusions
The traffic impacts of the proposed development were studied, and the principal findings and
recommendations are:
• The parking changes for this site will route approximately 70 additional vehicles through
the Century Boulevard/Water Tower Place intersection in the a.m. peak hour and
approximately 140 additional vehicles in the p.m. peak hour.
• Queues on eastbound Water Tower Place at the stop at Century Boulevard are
anticipated to grow but will remain at acceptable lengths.
• The sidewalk on the north side of the parking lot leading to the stairs should be extended
to the western edge of the parking lot.
• Mark a crosswalk from the landing at the top of the stairs to the sidewalk around the
main fitness building.
Proposed Parking Changes
Life Time will be adding parking to both the main parking area accessible from Corporate Place
as well as the southern parking area accessible from Water Tower Place. Focusing on this
southern area, the parking capacity will increase from the exist ing 126 spaces to 300 spaces;
an addition of 174 parking spaces. This parking area at 2932 Water Tower Place will be utilized
by the building at that location, owned by Life Time, as well as the greater Life Time campus.
A site plan is attached showing the layout of this parking area.
Spack Consulting 2 of 4 Chanhassen Life Time Parking Improvements
One SE Main St #204, Minneapolis, MN 55414 888.232.5512 www.SpackConsulting.com
Traffic Volumes
Intersection video was collected at the study intersection of Century Boulevard/Water Tower
Place under normal weekday conditions in June 2019. Using this video, a 48-hour turning
movement count was obtained at the study intersection. The data from the two days was
averaged to provide the base traffic for a “typical weekday”.
The average a.m. and p.m. peak hours were found to be from 7:30 to 8:30 a.m. and 4:30 to
5:30 p.m. The turning movement count data from the counts is contained in fifteen-minute
intervals in the Appendix.
Based on the “typical weekday” turning movement volumes, the current daily traffic volumes
on each study corridor are:
i. 5,500 vehicles per day on Century Boulevard, north of Water Tower Place
ii. 4,900 vehicles per day on Century Boulevard, south of Water Tower Place
iii. 2,200 vehicles per day on Water Tower Place
Trip Generation
To determine how many vehicles may be using the parking area off of Water Tower Place and
therefore traveling through the Century Boulevard/Water Tower Place intersection,
proportional estimates can be made based on the total traffic for the site.
With the new layout of the site, there will be 857 parking spaces available for the Life Time
Fitness building. Additional parking is available for the office spaces, but those are not factored
in for the sake of this analysis. The parking area off of Water Tower Place will include 300
spaces, which is equivalent to 35% of the total parking for the fitness center. The current fitness
center contains 604 total parking spaces with 126 spaces, or 21%, located in the Water Tower
Place lot. With an additional 14% of the total parking being moved to the Water Tower Place
lot, it can be assumed that an additional 14% of total site trips will be relocated to that lot going
through the Century Boulevard/Water Tower Place intersection. This is a conservative estimate
assuming full utilization of this parking area. If the main northern parking area is not full, less
traffic will likely divert to this southern lot putting less traffic through the study intersection.
The traffic demand for the fitness center is estimated based on the data and methods published
in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The ITE
Trip Generation Manual is a compilation of traffic data for various land uses from existing
developments throughout the United States. Table 1 presents the trip generation for the fitness
center based on the square footage of the fitness center building plus the square footage of
the building at 2932 Water Tower Place. The amount of new traffic added to the Century
Boulevard/Water Tower Place intersection, 14% of the total traffic, is also shown in Table 1.
Table 1 – Fitness Center Trip Generation
ITE Land
Use Code
Description
(size)
AM Peak Hour PM Peak Hour
Enter Exit Enter Exit
493 Athletic Club (157,000 feet2) 303 193 612 375
14% of Total 42 27 86 53
Spack Consulting 3 of 4 Chanhassen Life Time Parking Improvements
One SE Main St #204, Minneapolis, MN 55414 888.232.5512 www.SpackConsulting.com
A trip distribution pattern was developed for the added traffic going to and from the Water
Tower Place parking area. This pattern is based on the existing traffic volumes at the study
intersection and was found to be:
i. 65% of the generated traffic to/from the north on Century Boulevard.
ii. 35% percent of the generated traffic to/from the south on Boulevard.
Traffic forecasted to be added to the Water Tower Place lot was assigned to the area roadways
per this distribution pattern.
Intersection Vehicular Analysis
Capacity analyses are performed for the study intersection to determine if it performs poorly
during peak periods and needs improvements such as turn lanes or an upgrade in traffic
control. The existing and forecasted turning movement volumes along with the existing
intersection configuration and traffic control were used in this analysis. The calculations were
done in accordance with the Highway Capacity Manual, 6th Edition using the Vistro software
package. The full calculations for each study scenario, including Level of Service (LOS) grades,
delays and queue lengths, are included in the Appendix.
Chart 1 shows the 95th percentile queue lengths on the eastbound stop sign controlled
approach at the study intersection. Average delays are not shown for intersections with side
street stop sign control because the vast majority of vehicles going through the intersection are
on the main roadway and have zero delay, which leads to low overall average delays. At side
street stop sign controlled approaches to busy roadways, the average delay for all the vehicles
on the approach often exceeds 60 seconds. This can be the case for a few vehicles waiting at
the stop sign where improvements would not be justified for the low traffic volume. Based on
our experience, improvements are not warranted at these types of intersections until the 95 th
percentile queue at a stop sign is at least five vehicles. More often than not, mitigation can wait
until these queues are over ten vehicles.
Chart 1 – Peak Hour Queues: Century Boulevard/Water Tower Place
0
1
2
3
4
5
6
EB Water Tower Pl at Century Blvd95th Percentile Queues (vehicles)AM Existing AM Build PM Existing PM Build Queue = 5
Spack Consulting 4 of 4 Chanhassen Life Time Parking Improvements
One SE Main St #204, Minneapolis, MN 55414 888.232.5512 www.SpackConsulting.com
As shown in Chart 1, the queues on Water Tower Place are anticipated to grow with this parking
layout change but remain within a reasonable queueing range. No intersection modifications
would be needed due to this traffic adjustment.
Site Plan Review
The concept site plan contained in the Appendix was reviewed to determine if the plan provides
appropriate circulation and minimizes conflicts. Following are key transportation elements of
the concept site plan:
• Car Circulation: Two access points will be provided on Water Tower Place. Turnaround
points are provided as needed throughout the lot.
• Truck Circulation: Trash/recycling pickup in this lot is located in the northeast corner. It is
recommended that any trash or truck deliveries/pick-ups be scheduled outside of peak
periods (7-9 A.M. and 4-6 P.M.) to minimize truck and passenger vehicle interactions.
• Pedestrian/Bicycle Circulation: With the destination of many of the vehicles parking in
this lot being located in the main northern lot, there will be a significant number of
pedestrians walking to/from the stairs on the northern portion of this lot. It is
recommended that the sidewalk leading to the stairs be extended to the west end of
the lot along the north side. Once pedestrians reach the top of the s tairs, it is
recommended that a crosswalk be marked from the landing at the top of the stairs to
the sidewalk around the main fitness building. A wayfinding sign leading visitors to the
main entrance of the Fitness building or the office buildings may be beneficial.
Appendix
A. Site Plan
B. Traffic Counts
C. Capacity Analysis Backup
Chanhassen Life Time Traffic AssessmentA1 Spack ConsultingAppendix A - Site Plan
Time U Turns Left Turns Straight
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12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
12:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3
12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 5
1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2
1:30 AM 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 5
1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5
Hourly Total 0 0 5 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 13
2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 5
2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
2:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Hourly Total 0 0 3 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 8
3:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 5
3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
3:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3
3:45 AM 0 0 2 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 4
Hourly Total 0 0 6 0 0 0 0 0 0 0 0 1 6 0 0 0 0 0 0 0 13
4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 5
4:15 AM 0 0 2 0 0 0 0 0 0 0 0 1 2 0 0 0 1 0 0 0 6
4:30 AM 0 0 2 1 0 0 0 0 0 0 0 0 7 0 0 0 1 0 0 0 11
4:45 AM 0 0 4 2 0 0 0 0 0 0 0 5 9 0 0 0 0 0 0 0 20
Hourly Total 0 0 8 3 0 0 0 0 0 0 0 6 22 0 0 0 3 0 0 0 42
5:00 AM 0 0 4 7 0 0 0 0 0 0 0 11 12 0 0 0 0 0 0 0 34
5:15 AM 0 0 3 3 0 0 0 0 0 0 0 1 20 0 0 0 1 0 0 0 28
5:30 AM 0 0 11 1 0 0 0 0 0 0 0 1 16 0 0 0 0 0 1 0 30
5:45 AM 0 0 16 5 0 0 0 0 0 0 0 5 15 0 0 0 0 0 1 0 42
Hourly Total 0 0 34 16 0 0 0 0 0 0 0 18 63 0 0 0 1 0 2 0 134
6:00 AM 0 0 13 6 0 0 0 0 0 0 0 3 15 0 0 0 8 0 2 0 47
6:15 AM 0 0 21 3 0 0 0 0 0 0 0 3 9 0 0 0 3 0 8 0 47
6:30 AM 0 0 18 15 0 0 0 0 0 0 0 10 21 0 0 0 6 0 2 0 72
6:45 AM 0 0 32 10 0 0 0 0 0 0 0 10 21 0 0 0 1 0 1 0 75
Hourly Total 0 0 84 34 0 0 0 0 0 0 0 26 66 0 0 0 18 0 13 0 241
7:00 AM 0 0 37 26 0 0 0 0 0 0 0 11 18 0 0 0 7 0 5 1 104
7:15 AM 0 0 33 19 0 0 0 0 0 0 0 9 37 0 0 0 4 0 0 0 102
7:30 AM 0 0 38 20 0 0 0 0 0 0 0 17 37 0 0 0 5 0 2 0 119
7:45 AM 0 0 28 12 0 0 0 0 0 2 0 18 48 0 0 0 8 0 3 0 117
Hourly Total 0 0 136 77 0 0 0 0 0 2 0 55 140 0 0 0 24 0 10 1 442
Southbound Westbound Northbound Eastbound
Century Blvd -Century Blvd Water Tower Pl
Century Blvd & Water Tower Pl
Tuesday, June 18, 2019
Chanhassen MN
TOTAL
Chanhassen Life Time Traffic Assessment B1 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
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8:00 AM 0 0 59 28 0 0 0 0 0 0 0 25 29 0 0 0 1 0 1 0 143
8:15 AM 0 0 31 37 0 0 0 0 0 0 0 18 37 0 0 0 3 0 5 0 131
8:30 AM 0 0 25 27 0 0 0 0 0 0 0 8 26 0 0 0 5 0 2 0 93
8:45 AM 0 0 31 21 0 0 0 0 0 0 0 26 44 0 0 0 5 0 5 0 132
Hourly Total 0 0 146 113 0 0 0 0 0 0 0 77 136 0 0 0 14 0 13 0 499
9:00 AM 0 0 39 35 0 0 0 0 0 0 0 12 30 0 0 0 11 0 6 0 133
9:15 AM 0 0 18 31 0 0 0 0 0 0 0 13 33 0 0 0 8 0 3 0 106
9:30 AM 0 0 33 20 0 0 0 0 0 0 0 4 21 0 0 0 7 0 4 0 89
9:45 AM 0 0 13 15 1 0 0 0 0 0 0 7 21 0 0 0 4 0 3 1 63
Hourly Total 0 0 103 101 1 0 0 0 0 0 0 36 105 0 0 0 30 0 16 1 391
10:00 AM 0 0 27 13 0 0 0 0 0 0 0 3 14 0 0 0 9 0 3 0 69
10:15 AM 0 0 15 6 0 0 0 0 0 0 0 3 13 0 1 0 11 0 4 0 52
10:30 AM 0 0 25 9 0 0 0 0 0 0 0 7 25 0 3 0 12 0 5 2 83
10:45 AM 0 0 28 17 0 0 0 0 0 0 0 6 42 0 0 0 9 0 2 0 104
Hourly Total 0 0 95 45 0 0 0 0 0 0 0 19 94 0 4 0 41 0 14 2 308
11:00 AM 0 0 38 12 0 0 0 0 0 0 0 3 39 0 2 0 19 0 5 2 116
11:15 AM 0 0 33 10 0 0 0 0 0 0 0 7 56 0 0 0 16 0 9 0 131
11:30 AM 0 0 48 13 0 0 0 0 0 0 0 10 57 0 3 0 14 0 9 0 151
11:45 AM 0 0 37 12 0 0 0 0 0 0 0 6 47 0 5 0 22 0 13 3 137
Hourly Total 0 0 156 47 0 0 0 0 0 0 0 26 199 0 10 0 71 0 36 5 535
12:00 PM 0 0 58 8 0 0 0 0 0 0 0 5 58 0 2 0 26 0 13 0 168
12:15 PM 0 0 58 16 0 0 0 0 0 0 0 9 43 0 2 0 19 0 7 2 152
12:30 PM 0 0 54 13 0 0 0 0 0 0 0 7 32 0 2 0 10 0 9 1 125
12:45 PM 0 0 37 26 0 0 0 0 0 0 0 14 35 0 1 0 11 0 5 0 128
Hourly Total 0 0 207 63 0 0 0 0 0 0 0 35 168 0 7 0 66 0 34 3 573
1:00 PM 0 0 49 18 0 0 0 0 0 0 0 2 38 0 3 0 17 0 7 0 131
1:15 PM 0 0 36 14 0 0 0 0 0 1 0 5 20 0 4 0 14 0 3 0 92
1:30 PM 0 0 27 19 0 0 0 0 0 0 0 7 30 0 0 0 18 0 5 0 106
1:45 PM 0 0 18 13 0 0 0 0 0 0 0 3 25 0 2 0 14 0 6 0 79
Hourly Total 0 0 130 64 0 0 0 0 0 1 0 17 113 0 9 0 63 0 21 0 408
2:00 PM 0 0 21 6 0 0 0 0 0 0 0 2 22 0 0 0 18 0 2 0 71
2:15 PM 0 0 48 11 0 0 0 0 0 0 0 2 25 0 2 0 6 0 4 0 96
2:30 PM 0 0 21 8 0 0 0 0 0 0 0 1 25 0 5 0 18 0 9 1 82
2:45 PM 0 0 27 11 0 0 0 0 0 0 0 4 34 0 3 0 15 0 6 1 97
Hourly Total 0 0 117 36 0 0 0 0 0 0 0 9 106 0 10 0 57 0 21 2 346
3:00 PM 0 0 35 7 0 0 0 0 0 0 0 4 51 0 0 0 20 0 10 0 127
3:15 PM 0 0 34 7 0 0 0 0 0 0 0 4 26 0 0 0 16 0 9 2 96
3:30 PM 0 0 34 4 0 0 0 0 0 0 0 7 39 0 0 0 10 0 15 1 109
3:45 PM 0 0 43 4 0 0 0 0 0 0 0 5 25 0 0 0 16 0 14 1 107
Hourly Total 0 0 146 22 0 0 0 0 0 0 0 20 141 0 0 0 62 0 48 4 439
TOTALCentury Blvd -
Century Blvd & Water Tower Pl
Tuesday, June 18, 2019
Southbound
Century Blvd Water Tower Pl
Chanhassen MN
Westbound Northbound Eastbound
Chanhassen Life Time Traffic Assessment B2 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
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Bicycles U Turns Left Turns Straight
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4:00 PM 0 0 49 5 0 0 0 0 0 0 0 6 45 0 2 0 31 0 16 0 152
4:15 PM 0 0 43 4 0 0 0 0 0 0 0 4 50 0 1 0 25 0 17 0 143
4:30 PM 0 0 44 7 0 0 0 0 0 0 0 2 76 0 2 0 36 0 21 0 186
4:45 PM 0 0 59 7 0 0 0 0 0 0 0 4 59 0 1 0 27 0 17 0 173
Hourly Total 0 0 195 23 0 0 0 0 0 0 0 16 230 0 6 0 119 0 71 0 654
5:00 PM 0 0 82 5 0 0 0 0 0 0 0 1 67 0 0 0 38 0 24 0 217
5:15 PM 0 0 79 2 0 0 0 0 0 0 0 1 39 0 2 0 18 0 8 2 147
5:30 PM 0 0 45 3 0 0 0 0 0 0 0 1 38 0 0 0 20 0 7 0 114
5:45 PM 0 0 37 1 0 0 0 0 0 0 0 3 31 0 0 0 8 0 5 0 85
Hourly Total 0 0 243 11 0 0 0 0 0 0 0 6 175 0 2 0 84 0 44 2 563
6:00 PM 0 0 57 1 0 0 0 0 0 0 0 1 26 0 0 0 13 0 5 1 103
6:15 PM 0 0 20 3 0 0 0 0 0 0 0 2 27 0 1 0 8 0 3 0 63
6:30 PM 0 0 32 6 0 0 0 0 0 0 0 4 13 0 1 0 5 0 3 0 63
6:45 PM 0 0 21 3 0 0 0 0 0 0 0 2 10 0 0 0 8 0 7 0 51
Hourly Total 0 0 130 13 0 0 0 0 0 0 0 9 76 0 2 0 34 0 18 1 280
7:00 PM 0 0 24 1 0 0 0 0 0 0 0 1 20 0 0 0 6 0 6 0 58
7:15 PM 0 0 18 0 0 0 0 0 0 0 0 3 18 0 0 0 3 0 1 1 43
7:30 PM 0 0 16 2 0 0 0 0 0 0 0 0 7 0 0 0 0 0 4 0 29
7:45 PM 0 0 15 1 0 0 0 0 0 0 0 0 12 0 0 0 2 0 3 0 33
Hourly Total 0 0 73 4 0 0 0 0 0 0 0 4 57 0 0 0 11 0 14 1 163
8:00 PM 0 0 17 1 0 0 0 0 0 0 0 0 21 0 0 0 2 0 1 0 42
8:15 PM 0 0 23 1 0 0 0 0 0 0 0 0 6 0 0 0 2 0 0 0 32
8:30 PM 0 0 24 0 0 0 0 0 0 0 0 0 7 0 0 0 1 0 0 0 32
8:45 PM 0 0 15 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 26
Hourly Total 0 0 79 2 0 0 0 0 0 0 0 0 45 0 0 0 5 0 1 0 132
9:00 PM 0 0 10 1 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 19
9:15 PM 0 0 5 0 0 0 0 0 0 0 0 0 7 0 0 0 1 0 0 0 13
9:30 PM 0 0 7 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 16
9:45 PM 0 0 5 1 0 0 0 0 0 0 0 0 9 0 0 0 0 0 1 0 16
Hourly Total 0 0 27 2 0 0 0 0 0 0 0 0 33 0 0 0 1 0 1 0 64
10:00 PM 0 0 8 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 13
10:15 PM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6
10:30 PM 0 0 6 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 13
10:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2
Hourly Total 0 0 19 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 34
11:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 6
11:15 PM 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 6
11:30 PM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6
11:45 PM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4
Hourly Total 0 0 14 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 22
DAILY TOTAL 0 0 2157 676 1 0 0 0 0 3 0 380 2015 0 50 0 704 0 377 22 6309
Cars 0 0 2114 656 1 0 0 0 0 0 0 366 1986 0 50 0 685 0 361 18 6168
Heavy Vehicles 0 0 43 20 0 0 0 0 0 3 0 14 29 0 0 0 19 0 16 4 141
Heavy Vehicle %0.00%0.00%1.99%2.96%0.00%0.00%0.00%0.00%0.00%100.00%0.00%3.68%1.44%0.00%0.00%0.00%2.70%0.00%4.24%18.18%2.23%
Century Blvd & Water Tower Pl
Tuesday, June 18, 2019
Southbound Westbound Northbound Eastbound
TOTALCentury Blvd -Century Blvd Water Tower Pl
Chanhassen MN
Chanhassen Life Time Traffic Assessment B3 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
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Bicycles U Turns Left Turns Straight
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Bicycles U Turns Left Turns Straight
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11:00 AM 0 0 38 12 0 0 0 0 0 0 0 3 39 0 2 0 19 0 5 2 116
11:15 AM 0 0 33 10 0 0 0 0 0 0 0 7 56 0 0 0 16 0 9 0 131
11:30 AM 0 0 48 13 0 0 0 0 0 0 0 10 57 0 3 0 14 0 9 0 151
11:45 AM 0 0 37 12 0 0 0 0 0 0 0 6 47 0 5 0 22 0 13 3 137
Peak Hour Total 0 0 156 47 0 0 0 0 0 0 0 26 199 0 10 0 71 0 36 5 535
PHF 0.000 0.000 0.813 0.904 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.650 0.873 0.000 0.500 0.000 0.807 0.000 0.692 0.417 0.886
Heavy Vehicle %0.00%0.00%3.21%6.38%0.00%0.00%0.00%0.00%0.00%0.00%0.00%7.69%2.51%0.00%0.00%0.00%5.63%0.00%8.33%0.00%4.11%
Time U Turns Left Turns Straight
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4:30 PM 0 0 44 7 0 0 0 0 0 0 0 2 76 0 2 0 36 0 21 0 186
4:45 PM 0 0 59 7 0 0 0 0 0 0 0 4 59 0 1 0 27 0 17 0 173
5:00 PM 0 0 82 5 0 0 0 0 0 0 0 1 67 0 0 0 38 0 24 0 217
5:15 PM 0 0 79 2 0 0 0 0 0 0 0 1 39 0 2 0 18 0 8 2 147
Peak Hour Total 0 0 264 21 0 0 0 0 0 0 0 8 241 0 5 0 119 0 70 2 723
PHF 0.000 0.000 0.805 0.750 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.793 0.000 0.625 0.000 0.783 0.000 0.729 0.250 0.833
Heavy Vehicle %0.00%0.00%1.14%4.76%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.41%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.69%
2833 2719
Cars 656 2114 0 0 1
Heavy 20 43 0 0 0
Total 676 2157 0 0 1
Cars Heavy Total Cars Heavy Total
18 4 22 0 0 0
1081 0 0 0 0 0 0 0
685 19 704 0 0 0
0 0 0 0 0 0
1056 361 16 377 0 3 3 0
Cars 50 0 366 1986 0
Heavy 0 0 14 29 0
Total 50 0 380 2015 0
2395 2534
Eastbound
AM Peak Hour
Tuesday, June 18, 2019
Chanhassen MN
PM Peak Hour
Southbound Westbound Northbound Eastbound
VEHICLE
TOTAL
VEHICLE
TOTAL
Southbound Westbound Northbound
Northbound
Daily Volumes
Century Blvd & Water Tower Pl
Total
Vehicles
on Leg
EastboundWestboundSouthbound
Vehicles Entering
Intersection
Vehicles Exiting
Intersection
Vehicles Entering
Intersection
Vehicles Exiting
Intersection
Vehicles
Entering
Intersection
2137
4929Total Vehicles On Leg
Total Vehicles On Leg 5552
Total
Vehicles
on Leg
0
Vehicles
Exiting
Intersection
Vehicles
Entering
Intersection
Vehicles
Exiting
Intersection
Chanhassen Life Time Traffic Assessment B4 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
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12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 4
12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1
12:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
Hourly Total 0 0 2 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 7
1:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3
1:15 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
1:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
1:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2
Hourly Total 0 0 6 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 8
2:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4
2:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2
2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2
2:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2
Hourly Total 0 0 4 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 10
3:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4
3:15 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
3:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4
3:45 AM 0 0 3 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 6
Hourly Total 0 0 9 1 0 0 0 0 0 0 0 1 6 0 0 0 0 0 0 0 17
4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0 0 5
4:15 AM 0 0 2 1 0 0 0 0 0 0 0 0 5 0 0 0 1 0 0 0 9
4:30 AM 0 0 2 1 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 11
4:45 AM 0 0 3 3 0 0 0 0 0 0 0 5 12 0 0 0 0 0 0 0 23
Hourly Total 0 0 8 5 0 0 0 0 0 0 0 5 28 0 0 0 2 0 0 0 48
5:00 AM 0 0 3 0 0 0 0 0 0 0 0 5 13 0 0 0 0 0 0 0 21
5:15 AM 0 0 12 2 0 0 0 0 0 0 0 4 22 0 0 0 1 0 0 0 41
5:30 AM 0 0 7 3 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 27
5:45 AM 0 0 16 5 0 0 0 0 0 0 0 9 22 0 0 0 0 0 3 0 55
Hourly Total 0 0 38 10 0 0 0 0 0 0 0 18 74 0 0 0 1 0 3 0 144
6:00 AM 0 0 20 7 0 0 0 0 0 0 0 2 8 0 0 0 1 0 3 0 41
6:15 AM 0 0 23 13 0 0 0 0 0 0 0 4 8 0 0 0 4 0 6 0 58
6:30 AM 0 0 26 7 0 0 0 0 0 0 0 11 15 0 0 0 3 0 1 1 63
6:45 AM 0 0 38 18 0 0 0 0 0 1 0 12 18 0 0 0 3 0 2 0 91
Hourly Total 0 0 107 45 0 0 0 0 0 1 0 29 49 0 0 0 11 0 12 1 253
7:00 AM 0 0 24 12 0 0 0 0 0 0 0 16 24 0 0 0 7 0 4 0 87
7:15 AM 0 0 33 24 0 0 0 0 0 0 0 8 27 0 0 0 1 0 2 0 95
7:30 AM 0 0 37 17 0 0 0 0 0 0 0 12 36 0 0 0 8 0 1 0 111
7:45 AM 0 0 43 32 0 0 0 0 0 1 0 20 50 0 0 0 14 0 7 0 166
Hourly Total 0 0 137 85 0 0 0 0 0 1 0 56 137 0 0 0 30 0 14 0 459
-Century Blvd Water Tower Pl
Century Blvd & Water Tower Pl
Chanhassen MN
Wednesday, June 19, 2019
Southbound Westbound Northbound Eastbound
TOTALCentury Blvd
Chanhassen Life Time Traffic Assessment B5 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles
8:00 AM 0 0 34 37 0 0 0 0 0 0 0 14 42 0 0 0 9 0 9 0 145
8:15 AM 0 0 32 26 0 0 0 0 0 0 0 11 30 0 0 0 8 0 3 0 110
8:30 AM 0 0 24 44 0 0 0 0 0 0 0 19 41 0 0 0 3 0 3 0 134
8:45 AM 0 0 37 35 0 0 0 0 0 0 0 19 48 0 0 0 6 0 3 0 148
Hourly Total 0 0 127 142 0 0 0 0 0 0 0 63 161 0 0 0 26 0 18 0 537
9:00 AM 0 0 30 39 0 0 0 0 0 0 0 23 36 0 0 0 10 0 12 0 150
9:15 AM 0 0 24 24 0 0 0 0 0 0 0 8 38 0 0 0 6 0 6 0 106
9:30 AM 0 0 27 11 0 0 0 0 0 0 0 9 25 0 0 0 13 0 1 0 86
9:45 AM 0 0 21 11 0 0 0 0 0 0 0 9 25 0 0 0 5 0 5 1 76
Hourly Total 0 0 102 85 0 0 0 0 0 0 0 49 124 0 0 0 34 0 24 1 418
10:00 AM 0 0 38 8 0 0 0 0 0 1 0 7 15 0 0 0 2 0 5 0 75
10:15 AM 0 0 24 18 0 0 0 0 0 0 0 6 33 0 2 0 14 0 8 2 103
10:30 AM 0 0 24 9 0 0 0 0 0 0 0 4 24 0 0 0 10 0 10 16 81
10:45 AM 0 0 21 9 0 0 0 0 0 0 0 5 38 0 5 0 11 0 8 0 92
Hourly Total 0 0 107 44 0 0 0 0 0 1 0 22 110 0 7 0 37 0 31 18 351
11:00 AM 0 0 41 2 0 0 0 0 0 0 0 4 36 0 2 0 16 0 2 0 101
11:15 AM 0 0 37 16 0 0 0 0 0 1 0 6 36 0 0 0 15 0 5 0 115
11:30 AM 0 0 40 8 0 0 0 0 0 0 0 4 39 0 3 0 23 0 17 1 131
11:45 AM 0 0 53 14 0 0 0 0 0 0 0 7 54 0 3 0 11 0 12 0 151
Hourly Total 0 0 171 40 0 0 0 0 0 1 0 21 165 0 8 0 65 0 36 1 498
12:00 PM 0 0 49 10 0 0 0 0 0 0 1 7 57 0 4 0 20 0 6 0 150
12:15 PM 0 0 45 18 0 0 0 0 0 0 0 12 33 0 2 0 20 0 9 1 137
12:30 PM 0 0 50 12 2 0 0 0 0 0 0 9 35 0 1 0 16 0 3 0 125
12:45 PM 0 0 38 25 0 0 0 0 0 0 0 15 42 0 1 0 13 0 9 0 142
Hourly Total 0 0 182 65 2 0 0 0 0 0 1 43 167 0 8 0 69 0 27 1 554
1:00 PM 0 0 44 17 0 0 0 0 0 0 0 4 30 0 3 0 16 0 5 0 116
1:15 PM 0 0 47 19 0 0 0 0 0 0 0 6 34 0 2 0 10 0 4 1 120
1:30 PM 0 0 27 17 0 0 0 0 0 0 0 2 29 0 0 0 13 0 9 0 97
1:45 PM 0 0 29 16 0 0 0 0 0 0 0 8 30 0 3 0 13 0 3 0 99
Hourly Total 0 0 147 69 0 0 0 0 0 0 0 20 123 0 8 0 52 0 21 1 432
2:00 PM 0 0 39 8 0 0 0 0 0 0 0 4 20 0 2 0 10 0 10 0 91
2:15 PM 0 0 38 8 0 0 0 0 0 0 0 5 25 0 4 0 17 0 5 2 98
2:30 PM 0 0 32 6 0 0 0 0 0 0 0 9 31 0 0 0 16 0 13 0 107
2:45 PM 0 0 28 5 0 0 0 0 0 0 0 2 20 0 1 0 16 0 12 0 83
Hourly Total 0 0 137 27 0 0 0 0 0 0 0 20 96 0 7 0 59 0 40 2 379
3:00 PM 0 0 30 9 0 0 0 0 0 0 0 9 50 0 1 0 16 0 9 0 123
3:15 PM 0 0 33 6 0 0 0 0 0 0 0 5 31 0 0 0 18 0 11 0 104
3:30 PM 0 0 20 5 0 0 0 0 0 0 0 6 41 0 0 0 17 0 13 0 102
3:45 PM 0 0 41 8 0 0 0 0 0 0 0 6 28 0 0 0 15 0 9 0 107
Hourly Total 0 0 124 28 0 0 0 0 0 0 0 26 150 0 1 0 66 0 42 0 436
Wednesday, June 19, 2019
Southbound Westbound Northbound Eastbound
TOTALCentury Blvd -Century Blvd Water Tower Pl
Century Blvd & Water Tower Pl
Chanhassen MN
Chanhassen Life Time Traffic Assessment B6 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles
4:00 PM 0 0 57 7 0 0 0 0 0 0 0 2 48 0 3 0 21 0 20 1 155
4:15 PM 0 0 34 6 0 0 0 0 0 0 0 2 47 0 1 0 25 0 18 0 132
4:30 PM 0 0 55 7 0 0 0 0 0 0 0 2 65 0 0 0 36 0 17 0 182
4:45 PM 0 0 31 7 0 0 0 0 0 0 0 9 48 0 0 0 23 0 16 1 134
Hourly Total 0 0 177 27 0 0 0 0 0 0 0 15 208 0 4 0 105 0 71 2 603
5:00 PM 0 0 58 4 0 0 0 0 0 0 0 2 53 0 0 0 38 0 17 0 172
5:15 PM 0 0 43 6 0 0 0 0 0 0 0 2 69 0 2 0 28 0 9 1 157
5:30 PM 0 0 44 0 0 0 0 0 0 0 0 3 55 0 0 0 9 0 3 0 114
5:45 PM 0 0 34 3 0 0 0 0 0 0 0 5 39 0 0 0 10 0 9 0 100
Hourly Total 0 0 179 13 0 0 0 0 0 0 0 12 216 0 2 0 85 0 38 1 543
6:00 PM 0 0 47 4 0 0 0 0 0 0 0 2 29 0 1 0 13 0 8 0 103
6:15 PM 0 0 22 2 0 0 0 0 0 0 0 0 24 0 1 0 4 0 12 0 64
6:30 PM 0 0 19 5 0 0 0 0 0 0 0 2 15 0 1 0 9 0 5 1 55
6:45 PM 0 0 26 3 0 0 0 0 0 0 0 1 16 0 0 0 6 0 6 0 58
Hourly Total 0 0 114 14 0 0 0 0 0 0 0 5 84 0 3 0 32 0 31 1 280
7:00 PM 0 0 20 1 0 0 0 0 0 0 0 0 18 0 0 0 8 0 5 0 52
7:15 PM 0 0 17 1 0 0 0 0 0 1 0 2 10 0 0 0 2 0 3 0 35
7:30 PM 0 0 18 1 0 0 0 0 0 0 0 0 9 0 0 0 7 0 0 0 35
7:45 PM 0 0 17 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 2 0 39
Hourly Total 0 0 72 3 0 0 0 0 0 1 0 2 57 0 0 0 17 0 10 0 161
8:00 PM 0 0 14 0 0 0 0 0 0 0 0 0 19 0 0 0 3 0 1 0 37
8:15 PM 0 0 23 2 0 0 0 0 0 0 0 0 6 0 0 0 1 0 0 1 32
8:30 PM 0 0 9 1 0 0 0 0 0 0 0 1 8 0 0 0 0 0 1 0 20
8:45 PM 0 0 8 0 0 0 0 0 0 0 0 0 7 0 0 0 2 0 0 0 17
Hourly Total 0 0 54 3 0 0 0 0 0 0 0 1 40 0 0 0 6 0 2 1 106
9:00 PM 0 0 8 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 18
9:15 PM 0 0 13 2 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 24
9:30 PM 0 0 7 0 0 0 0 0 0 0 0 0 6 0 0 0 1 0 0 0 14
9:45 PM 0 0 5 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 9
Hourly Total 0 0 33 2 0 0 0 0 0 0 0 0 27 0 0 0 3 0 0 0 65
10:00 PM 0 0 7 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 15
10:15 PM 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 12
10:30 PM 0 0 8 0 0 0 0 0 0 0 0 1 5 0 0 0 0 0 0 0 14
10:45 PM 0 0 4 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 9
Hourly Total 0 0 29 0 0 0 0 0 0 0 0 1 18 0 0 0 1 0 1 0 50
11:00 PM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6
11:15 PM 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 6
11:30 PM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4
11:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 3
Hourly Total 0 0 10 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 1 0 19
DAILY TOTAL 0 0 2076 708 2 0 0 0 0 5 1 409 2060 0 48 0 702 0 422 30 6378
Cars 0 0 2036 686 2 0 0 0 0 0 1 398 2019 0 48 0 682 0 407 23 6229
Heavy Vehicles 0 0 40 22 0 0 0 0 0 5 0 11 41 0 0 0 20 0 15 7 149
Heavy Vehicle %0.00%0.00%1.93%3.11%0.00%0.00%0.00%0.00%0.00%100.00%0.00%2.69%1.99%0.00%0.00%0.00%2.85%0.00%3.55%23.33%2.34%
Century Blvd & Water Tower Pl
Chanhassen MN
Wednesday, June 19, 2019
Southbound Westbound Northbound Eastbound
TOTALCentury Blvd -Century Blvd Water Tower Pl
Chanhassen Life Time Traffic Assessment B7 Spack Consulting
Appendix B - Traffic Counts
Time U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles
7:45 AM 0 0 43 32 0 0 0 0 0 1 0 20 50 0 0 0 14 0 7 0 166
8:00 AM 0 0 34 37 0 0 0 0 0 0 0 14 42 0 0 0 9 0 9 0 145
8:15 AM 0 0 32 26 0 0 0 0 0 0 0 11 30 0 0 0 8 0 3 0 110
8:30 AM 0 0 24 44 0 0 0 0 0 0 0 19 41 0 0 0 3 0 3 0 134
Peak Hour Total 0 0 133 139 0 0 0 0 0 1 0 64 163 0 0 0 34 0 22 0 555
PHF 0.000 0.000 0.773 0.790 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.800 0.815 0.000 0.000 0.000 0.607 0.000 0.611 0.000 0.836
Heavy Vehicle %0.00%0.00%0.75%2.88%0.00%0.00%0.00%0.00%0.00%100.00%0.00%0.00%1.84%0.00%0.00%0.00%8.82%0.00%4.55%0.00%2.16%
Time U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles U Turns Left Turns Straight
Through
Right
Turns
Peds/
Bicycles
4:30 PM 0 0 55 7 0 0 0 0 0 0 0 2 65 0 0 0 36 0 17 0 182
4:45 PM 0 0 31 7 0 0 0 0 0 0 0 9 48 0 0 0 23 0 16 1 134
5:00 PM 0 0 58 4 0 0 0 0 0 0 0 2 53 0 0 0 38 0 17 0 172
5:15 PM 0 0 43 6 0 0 0 0 0 0 0 2 69 0 2 0 28 0 9 1 157
Peak Hour Total 0 0 187 24 0 0 0 0 0 0 0 15 235 0 2 0 125 0 59 2 645
PHF 0.000 0.000 0.806 0.857 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.417 0.851 0.000 0.250 0.000 0.822 0.000 0.868 0.500 0.886
Heavy Vehicle %0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%6.67%0.43%0.00%0.00%0.00%1.60%0.00%0.00%50.00%0.62%
2784 2762
Cars 686 2036 0 0 2
Heavy 22 40 0 0 0
Total 708 2076 0 0 2
Cars Heavy Total Cars Heavy Total
23 7 30 0 0 0
1124 0 0 0 0 0 0 0
682 20 702 0 0 0
0 0 0 0 0 0
1117 407 15 422 0 5 5 0
Cars 48 1 398 2019 0
Heavy 0 0 11 41 0
Total 48 1 409 2060 0
2470 2499
Century Blvd & Water Tower Pl
Chanhassen MN
Wednesday, June 19, 2019
AM Peak Hour
Southbound Westbound Northbound Eastbound VEHICLE
TOTAL
Total
Vehicles
on Leg
Vehicles
Entering
Intersection
EastboundDaily Volumes
PM Peak Hour
Southbound Westbound Northbound Eastbound VEHICLE
TOTAL
Total
Vehicles
on Leg
2241
Vehicles
Exiting
Intersection
Vehicles
Exiting
Intersection
0
Total Vehicles On Leg 5546
Vehicles Entering
Intersection
Vehicles Exiting
Intersection
Southbound
Northbound
Vehicles Entering
Intersection
Vehicles Exiting
Intersection
Total Vehicles On Leg 4969 WestboundVehicles
Entering
Intersection
Chanhassen Life Time Traffic Assessment B8 Spack Consulting
Appendix B - Traffic Counts
Intersection Analysis Summary
7/23/2019Report File: C:\...\1 - AM Existing.pdf
Scenario 1 AM ExistingVistro File: C:\...\LT Chanhassen.vistro
Century Blvd & Water Tower Pl
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
B13.70.090EB LeftHCM 6th
EditionTwo-way stopCentury Boulevard & Water
Tower Place1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Scenario 1: 1 AM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C1 Spack Consulting
Appendix C - Capacity Analysis Backup
0.090Volume to Capacity (v/c):
BLevel Of Service:
13.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Century Boulevard & Water Tower Place
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Water Tower PlaceCentury BoulevardCentury BoulevardName
Intersection Setup
505Pedestrian Volume [ped/h]
244113018719083Total Analysis Volume [veh/h]
61032474721Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.68000.68000.80900.80900.81600.8160Peak Hour Factor
162810515115568Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
162810515115568Base Volume Input [veh/h]
Water Tower PlaceCentury BoulevardCentury BoulevardName
Volumes
Scenario 1: 1 AM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C2 Spack Consulting
Appendix C - Capacity Analysis Backup
BIntersection LOS
2.26d_I, Intersection Delay [s/veh]
BAAApproach LOS
12.430.002.47d_A, Approach Delay [s/veh]
9.999.990.000.005.415.4195th-Percentile Queue Length [ft/ln]
0.400.400.000.000.220.2295th-Percentile Queue Length [veh/ln]
BBAAAAMovement LOS
10.1813.740.000.000.008.13d_M, Delay for Movement [s/veh]
0.030.090.000.000.000.07V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 1: 1 AM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C3 Spack Consulting
Appendix C - Capacity Analysis Backup
Lane Configuration and Traffic Control
Scenario 1: 1 AM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C4 Spack Consulting
Appendix C - Capacity Analysis Backup
Traffic Volume - Future Total Volume
Scenario 1: 1 AM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C5 Spack Consulting
Appendix C - Capacity Analysis Backup
Intersection Analysis Summary
7/23/2019Report File: C:\...\2 - PM Existing.pdf
Scenario 2 PM ExistingVistro File: C:\...\LT Chanhassen.vistro
Century Blvd & Water Tower Pl
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C17.80.328EB LeftHCM 6th
EditionTwo-way stopCentury Boulevard & Water
Tower Place1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Scenario 2: 2 PM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C6 Spack Consulting
Appendix C - Capacity Analysis Backup
0.328Volume to Capacity (v/c):
CLevel Of Service:
17.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Century Boulevard & Water Tower Place
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Water Tower PlaceCentury BoulevardCentury BoulevardName
Intersection Setup
505Pedestrian Volume [ped/h]
821532827227714Total Analysis Volume [veh/h]
2038768693Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.79700.79700.83200.83200.86000.8600Peak Hour Factor
651222322623812Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
651222322623812Base Volume Input [veh/h]
Water Tower PlaceCentury BoulevardCentury BoulevardName
Volumes
Scenario 2: 2 PM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C7 Spack Consulting
Appendix C - Capacity Analysis Backup
CIntersection LOS
4.91d_I, Intersection Delay [s/veh]
CAAApproach LOS
16.800.000.38d_A, Approach Delay [s/veh]
55.0655.060.000.000.850.8595th-Percentile Queue Length [ft/ln]
2.202.200.000.000.030.0395th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
14.9017.810.000.000.007.91d_M, Delay for Movement [s/veh]
0.110.330.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 2: 2 PM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C8 Spack Consulting
Appendix C - Capacity Analysis Backup
Lane Configuration and Traffic Control
Scenario 2: 2 PM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C9 Spack Consulting
Appendix C - Capacity Analysis Backup
Traffic Volume - Future Total Volume
Scenario 2: 2 PM Existing
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C10 Spack Consulting
Appendix C - Capacity Analysis Backup
Intersection Analysis Summary
7/23/2019Report File: C:\...\3 - AM Build.pdf
Scenario 3 AM BuildVistro File: C:\...\LT Chanhassen.vistro
Century Blvd & Water Tower Pl
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
C15.20.160EB LeftHCM 6th
EditionTwo-way stopCentury Boulevard & Water
Tower Place1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Scenario 3: 3 AM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C11 Spack Consulting
Appendix C - Capacity Analysis Backup
0.160Volume to Capacity (v/c):
CLevel Of Service:
15.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Century Boulevard & Water Tower Place
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Water Tower PlaceCentury BoulevardCentury BoulevardName
Intersection Setup
505Pedestrian Volume [ped/h]
3768163187190102Total Analysis Volume [veh/h]
91741474725Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.68000.68000.80900.80900.81600.8160Peak Hour Factor
254613215115583Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
918270015Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
162810515115568Base Volume Input [veh/h]
Water Tower PlaceCentury BoulevardCentury BoulevardName
Volumes
Scenario 3: 3 AM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C12 Spack Consulting
Appendix C - Capacity Analysis Backup
CIntersection LOS
3.07d_I, Intersection Delay [s/veh]
BAAApproach LOS
13.780.002.89d_A, Approach Delay [s/veh]
18.9418.940.000.006.976.9795th-Percentile Queue Length [ft/ln]
0.760.760.000.000.280.2895th-Percentile Queue Length [veh/ln]
BCAAAAMovement LOS
11.0915.240.000.000.008.28d_M, Delay for Movement [s/veh]
0.040.160.000.000.000.09V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 3: 3 AM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C13 Spack Consulting
Appendix C - Capacity Analysis Backup
Lane Configuration and Traffic Control
Scenario 3: 3 AM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C14 Spack Consulting
Appendix C - Capacity Analysis Backup
Traffic Volume - Future Total Volume
Scenario 3: 3 AM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C15 Spack Consulting
Appendix C - Capacity Analysis Backup
Intersection Analysis Summary
7/23/2019Report File: C:\...\4 - PM Build.pdf
Scenario 4 PM BuildVistro File: C:\...\LT Chanhassen.vistro
Century Blvd & Water Tower Pl
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For
all other control types, they are taken for the whole intersection.
D25.10.479EB LeftHCM 6th
EditionTwo-way stopCentury Boulevard & Water
Tower Place1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID
Scenario 4: 4 PM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C16 Spack Consulting
Appendix C - Capacity Analysis Backup
0.479Volume to Capacity (v/c):
DLevel Of Service:
25.1Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 1: Century Boulevard & Water Tower Place
Intersection Level Of Service Report
YesNoYesCrosswalk
0.000.000.00Grade [%]
30.0030.0030.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Water Tower PlaceCentury BoulevardCentury BoulevardName
Intersection Setup
505Pedestrian Volume [ped/h]
1051969527227749Total Analysis Volume [veh/h]
264924686912Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.79700.79700.83200.83200.86000.8600Peak Hour Factor
841567922623842Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1934560030Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Growth Factor
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
651222322623812Base Volume Input [veh/h]
Water Tower PlaceCentury BoulevardCentury BoulevardName
Volumes
Scenario 4: 4 PM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C17 Spack Consulting
Appendix C - Capacity Analysis Backup
DIntersection LOS
7.57d_I, Intersection Delay [s/veh]
CAAApproach LOS
23.670.001.23d_A, Approach Delay [s/veh]
103.32103.320.000.003.243.2495th-Percentile Queue Length [ft/ln]
4.134.130.000.000.130.1395th-Percentile Queue Length [veh/ln]
CDAAAAMovement LOS
21.0725.070.000.000.008.18d_M, Delay for Movement [s/veh]
0.140.480.000.000.000.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Scenario 4: 4 PM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C18 Spack Consulting
Appendix C - Capacity Analysis Backup
Lane Configuration and Traffic Control
Scenario 4: 4 PM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C19 Spack Consulting
Appendix C - Capacity Analysis Backup
Traffic Volume - Future Total Volume
Scenario 4: 4 PM Build
Century Blvd & Water Tower Pl
Version 7.00-05
Generated with
Chanhassen Life Time Traffic Assessment C20 Spack Consulting
Appendix C - Capacity Analysis Backup
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
(ss
COLINTYOF CARVER )
I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on
August 8,2019, the duly qualified and acting Deputy Clerk ofthe City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public
Hearing for Consideration of a Site Plan Review Application for Construction of a Parking
Lot to Serve Neighboring Facilities at 2970 Water Tower Place, Planning Case No. 2019-06
to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope
addressed to such owner, and depositing the envelopes addressed to all such owners in the
United States mail with postage fully prepaid thereon; that the names and addresses of such
owners were those appearing as such by the records ofthe County Treasurer, Carver County,
Minnesota, and by other appropriate records.
Kim T.euwrssen,Deputy C k
Subscribed andthist^ day o
swom to before me
r Au- cr
^-^.
L ,2019o
JEAII M SIECKLIN G
t{otaty It clbt hn6eda
4.n
riort*t ts..5t!1.asa
Notary Public
Subject
Property
Dbclairner
This map is neither a legally recorded map nor a suNey and i5 not intended to be used
as one. This map is a @mpilation of recotds, infomaton and clata located in various city
county, state and federal offi@s and other sources regardang the area shown. and is to
be used ior reference purposes only. The City does not !6rrant that the Geog6phic
lnformatbn System (GlS) Data used !o prepare $is map arc eror free, and the Cit does
not repres€nt that the Gls Deta can be used for navigatonal, fackang or any othef
puryose requiring exacting measuGmenl of distance or dircctjon or preosion in the
depiction of geographic features. The p(eceding disdaimer is povided pu6uant to
Mannesota StatlJte.s 5,166.03, Subd. 21 (2000). and the user of this map ac*nowledg€s
that lhe C y shall not be liable for any damages, aM exp.essly *aives all daims. and
agrees to debnd, indemnify. and hold hamless the C(y rrom any and all daims brcught
by User, rts employees or agents, oa thid parltes \ihich arise out of the use/s access or
use of data provided.
<TAX_NAtlEr
*TAX_ADD_LI r
rTAX_ADD-L2I, qTAX-ADD_L3I
(Next Record)D(TAX_NAMEI
(TAX_AD D_L1)D
<TAX_ADD_L2I, <TAX_ADD_L3I
Obclaimer
This map is neither a legally recorded map nor a suNey and is not intended to be used
as one. This map is a compilatjon of records, information and data located in vaious city,
county, state and federaloftces and other sources regading the area shown, and is to
be us€d br reference purposes only. The City does not wananl that the Geographic
lnfomalion System (GlS) Data used to prepere this map a€ enor free. and the Cily does
not represent that the Gls oata can be used tor navigatjonal, tracking or any other
pr/rpose requiring exactjng measurement of distance or di.eclion or preasion in lhe
depictron of geoqraphic featurcs. The preceding disdaimer is provided pu6uant to
Minnesota Statrtes 5466.03, Subd. 21 (2000), and the user of this map acknowledoeg
that the Crty shall not b€ liable for any damages, and expressly waives all claims, and
agrees to defend. indemniry, and hold harnless the City from any and all clains brought
by User, its employees or agents, or third panies which adse oul of the u3ei3 eccess or
use of data p.ovaded.
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