09-23-24 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 Lake Ann Park Preserve Construction and Approach Discussion
A.2 Civic Campus: Playground and Playable Water Feature materials and colors selection
A.3 Market Boulevard Reconstruction Project Update
A.4 City Council Roundtable
A.5 Future Work Session Schedule
B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance)
C.PUBLIC ANNOUNCEMENTS
D.CONSENT AGENDA
All items listed under the Consent Agenda are considered to be routine by the city council and will
be considered as one motion. There will be no separate discussion of these items. If discussion is
desired, that item will be removed from the Consent Agenda and considered separately. City
council action is based on the staff recommendation for each item. Refer to the council packet for
each staff report.
D.1 Approve City Council Work Session Minutes dated September 9, 2024
D.2 Approve City Council Minutes dated September 9, 2024
D.3 Receive Planning Commission Minutes dated September 3, 2024
D.4 Receive Economic Development Commission Minutes dated July 9, 2024
AGENDA
CHANHASSEN CITY COUNCIL
MONDAY, SEPTEMBER 23, 2024
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
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D.5 Approve Claims Paid dated September 23, 2024
D.6 Consider Avienda Townhomes Preliminary Plat and Final Plat Approval
D.7 Approve contract with MadisonAI
D.8 Authorize Purchase of Electronic Message Boards
D.9 Award Contract for Galpin Blvd Retaining Wall Replacement
D.10 Approve a Conditional Use Permit for a Contracting Yard at 1591 Park Road.
D.11 Resolution 2024-XX: Authorize Design and Construction Administration Services Contract
for 2024 Stormwater Pond Improvement Project
D.12 Resolution 24-XX; Joint Powers Agreement for CSAH 18/82nd Street
D.13 Ordinance XXX: Amending Chapter 2 of Chanhassen City Code Relating to Compensation
of City Council
D.14 Ordinance XXX: Amending Chapter 10 of the Chanhassen City Code Relating to Regulation
of Lawful Gambling
E.VISITOR PRESENTATIONS
Visitor Presentations requesting a response or action from the City Council must complete and
submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda).
E.1 Citizen Action Request: Judy Harder
F.PUBLIC HEARINGS
G.GENERAL BUSINESS
H.COUNCIL PRESENTATIONS
I.ADMINISTRATIVE PRESENTATIONS
I.1 Receive Second Quarter Economic Development Activity Report
J.CORRESPONDENCE DISCUSSION
J.1 Name and Address Memo
J.2 Letter to Property Owners - 2024 City Pavement Rehab Project
J.3 Chanhassen Bluffs Flyer
K.ADJOURNMENT
GUIDELINES FOR VISITOR PRESENTATIONS
Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the
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Chanhassen City Council wishes to provide an opportunity for the public to address the City Council.
That opportunity is provided at every regular City Council meeting during Visitor Presentations.
Anyone seeking a response or action from the City Council following their presentation is
required to complete and submit a Citizen Action Request Form. An online form is available at
https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers
prior to the meeting.
A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen
residents. An additional thirty minutes may be provided after General Business items are
complete at the discretion of the City Council.
Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the
Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be
addressed to the City Council as a whole, not to any specific member(s) or to any person who is
not a member of the City Council.
If there are a number of individuals present to speak on the same topic, please designate a
spokesperson that can summarize the issue.
Limit your comments to five minutes. Additional time may be granted at the discretion of the
Mayor. If you have written comments, provide a copy to the Council. Comments may also be
emailed to the City Council at council@chanhassenmn.gov.
During Visitor Presentations, the Council and staff listen to comments and will not engage in
discussion. Council members or the City Manager may ask questions of you in order to gain a
thorough understanding of your concern, suggestion or request.
Please be aware that disrespectful comments or comments of a personal nature, directed at an
individual either by name or inference, will not be allowed. Personnel concerns should be
directed to the City Manager.
Members of the City Council and some staff members may gather at Tequila Butcher, 590 West
79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the
public are welcome.
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City Council Item
September 23, 2024
Item Lake Ann Park Preserve Construction and Approach Discussion
File No.Item No: A.1
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Jerry Ruegemer, Park and Recreation Director
Reviewed By
SUGGESTED ACTION
Discuss
Motion Type N/A
Strategic
Priority N/A
SUMMARY
BACKGROUND
The Lake Ann Preserve has been identified as a key priority by City Council as well as our residents of
Chanhassen. Council reviewed the project at their September 25, 2023 Work Session and approved
Phase 1 funding. The Lake Ann project achieved a high priority goal of gaining access into the preserve
through substantial completion of all three boardwalks. The project has made great strides in working
through and securing approvals from multiple agencies such as the Riley Purgatory Bluff Creek
Watershed District, Minnesota DNR and the Metropolitan Council.
DISCUSSION
The city was successful in obtaining a $250,000 Minnesota DNR Local Trail Connection Grant that was
earmarked to pay a portion of Boardwalk A which is the longest spanning 350'. Council is aware that in
receiving the DNR Grant our Lake Ann Park Preserve project was subject to review by multiple state
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agencies including the State Historical Preservation Office (SHPO). With SHPO's review, the city was
informed that an archeological site was identified in 1977 and that our project was subject to further
investigation to determine if any additional artifacts were present that would interfere with the trail
design. Council approved a second Professional Services Contract with SEH on February 12, 2024 that
included finalizing 90% construction documents that were necessary to submit and obtain the necessary
permits from the watershed district during their review process to finalize details for the development of
Bid Package #2 and Phase I and II of the archeological investigation. The city hired an archeologist
(106 Group) to conduct shovel tests survey work throughout the entirety of the designed 10' bituminous
trail. This field work was conducted in April/May with three separate artifact sites discovered. Those
discoveries led the project team to consider many options as it was made known that Phase II
recommendations were likely a certainty due to artifact discovery.
Staff investigated redesign features that include rerouting a portion of the trail to avoid direct interaction
with sensitive archeological areas that have been identified. SEH identified four trail redesign options.
Each of the trail redesigns present challenges with topography, wetland buffers, watershed district
review and further/additional field testing by the 106 Group. All review and investigative work must be
complete prior to moving forward with many components of Phase II.
Options for this section of
trail:Action Items:Estimated
Costs:
1. Expand the Phase I
Archaeological Survey both
north and south of this site to
determine a new trail alignment
that avoids archaeological
resources
a. Expand Phase I archaeological survey both
north and south of existing trail alignment (106
Group) based on new expanded limits as determined
by SEH.
b. Based on findings, fit trail into new alignment
that does avoids archaeological resources (SEH)
c. Additional survey needed along new alignment
(SEH)
d. Redesign trail alignment, profile, cross-sections
and redraft construction plans (SEH)
10106
Group
$38,000
SEH
$30,000
Total
$68,000
2. Realign the trail south towards
Lake Ann to avoid this site (red
line)
a. Additional survey needed between existing trail
to the edge of Lake Ann (SEH)
b. Determine new trail alignment that limits
grading and tree removal (SEH)
c. Redesign alignment, profile, cross sections to
establish construction limits (SEH)
d. Conduct a new archaeological Phase I survey
along the new alignment (106 Group)
e. If there are findings within the new alignment,
determine new alignment and redesign before
sending it back for additional Phase I survey
(SEH/106 Group)
106 Group
$14,000
SEH
$30,000
Total
$44,000
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3. Realign the trail north
between wetlands to avoid this
site (orange line)
a. Additional survey needed between existing trail
to the edge of Lake Ann (SEH)
b. Determine new trail alignment that limits
grading and tree removal (SEH)
c. Redesign alignment, profile, cross sections to
establish construction limits (SEH)
d. Conduct a new archaeological Phase I survey
along the new alignment (106 Group)
e. If there are findings within the new alignment,
determine new alignment and redesign before
sending it back for additional Phase I survey
(SEH/106 Group)
106 Group
$17,000
SEH
$30,000
Total
$47,000
4. Reroute this entire segment of
trail (cyan line)
a. Additional survey needed between existing trail
to the edge of Lake Ann (SEH)
b. Determine new trail alignment that limits
grading and tree removal (SEH)
c. Redesign alignment, profile, cross sections to
establish construction limits (SEH)
d. Conduct a new archaeological Phase I survey
along the new alignment (106 Group)
e. If there are findings within the new alignment,
determine new alignment and redesign before
sending it back for additional Phase I survey
(SEH/106 Group)
106 Group
$19,000
SEH
$38,000
Total
$57,000
5. Do not pave this section of
trail (wood
chip or gravel)
a. Update to the plans (SEH)No cost.
6. Keep all the existing paths
natural and do not pave any of
them
a. None.No cost.
7. Complete Phase II and
mitigation
a. Archaeologists complete Phase II Evaluation
(106 Group)
b. If site is determined NRHP-eligible, coordinate
with
SHPO regarding Phase III mitigation options (106
Group)
106 Group
$70,000 (for
both sites)
An archeological sites was identified in Greenwood Shores Park that is in conflict with the proposed
parking lot and stormwater BMPs. Listed are the options.
Options for Greenwood Shores
Parking Lot area:Action Items:Estimated Costs:
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1. Redesign the BMPs out of the
FS-01 area
a. Additional survey
needed to widen out the area
to evaluate options (SEH)
b. Water resources
engineer to review options to
meet Watershed District
requirements (SEH)
c. Design technician to
redraft construction plans
(SEH)
d. New application to
Watershed District (SEH)
e. Archaeological survey
for expansion outside of
previous construction limits
(106 Group)
106 Group
$15,000
SEH
$25,000
Total
$40,000
2. Reduce the parking lot area to
reduce the BMPs
a. Water resources
engineer determines how
much impervious surface
needs to be reduced to allow
elimination of southern basin.
(SEH)
b. Design technician to
redraft construction plans
(SEH)
c. New application to
Watershed District (SEH)
SEH
$20,000
3. Remove parking lot
improvements from the
construction plans
a. Minor edits to the plan
to remove parking lot
improvements
No cost.
4. Complete Phase II Evaluation
and Phase III Mitigation
a. Archaeologists complete
Phase II Evaluation (106
Group)
b. If site is determined
NRHP-eligible, coordinate
with SHPO regarding Phase
III mitigation options (106
Group)
106 Group
$70,000 (for both sites)
A meeting was held with our project team and SHPO to discuss the facts and findings of the Phase I
Archeological Survey and to gauge a sense as to what their professional agency's opinion was of the
circumstances related to artifact discovery of our Lake Ann Park Preserve Project. The SHPO
discussion was helpful to understand the process needed to gain approvals and it was evident that they
are recommending that we complete Phase II survey work to determine the significance of the identified
sites. After Phase II work is completed the data collected will indicate a clearer path of the next steps
needed to proceed. Completing Phase II doesn't necessarily indicate the city will need any additional
survey phasing. Phase II survey work may indicate that the noted archeological sites are insignificant
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and SHPO could grant approvals to proceed. If survey work is completed and the sites are found to have
significance, the city can develop recommendations and data to demonstrate that it's impossible to avoid
these areas and the trail must be built as designed. If SHPO agrees with the city's assessment, mitigation
strategies are developed. Passed excepted practices may include educational articles that could be
published on our city website, social media platforms or other city publications. This often satisfies
SHPO's requirements and the city would be granted approvals to proceed.
The project team reached out to the 106 Group regarding Phase II work.
$70,000 (this does not include Phase III mitigation work if needed)
They have $20,000 left on their current contract that approved by city council
Schedule is a little difficult to predict (much is out of their control)
Drafting the Research Design: 2-3 weeks
They can use their remaining budget to get started on this before getting a contract
amendment from the City if approved and could work September 23 – October 14
Submit to OSA for review, approval, and issuance of a Phase II license: 4-8 weeks
October 14 – November 8 (4 weeks); December 6 (8 weeks)
Field work: Depends on weather conditions if they can get started this fall or will need to
wait until spring.
BUDGET
See attachment
RECOMMENDATION
ATTACHMENTS
Lake Ann Preserve City Council Construction Update
Lake Ann Preserve Project Update
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Lake Ann Park Preserve
Construction Update
September 23, 2024 City Council Meeting
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10
Boardwalk A
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Boardwalk B
12
Boardwalk C
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Boardwalk Drone Video
https://cityofchanhassen-
my.sharepoint.com/:v:/g/personal/dzoromski_chanhassenmn_gov/E
ZSTM-a3-wJEjnpcFOUMnT8BcDepv2TMT_2EvQ_lDeUDXA
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106 Group Field Map
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Archeology Potential
Recommendations
•The 106 Group recommendations won’t be final until done analysis/reporting
•Agencies need to agree with recommendations prior to proceeding. They will also need to agree if Phase II is recommended.
•fieldwork could hypothetically get started prior to the full review of the Phase I report, if necessary
•FS-01: This is the site with both lithics and ceramics. The discovery of ceramics will often indicate that a site has the
potential to provide additional information. Therefore, this one may get recommended as “potentially eligible,” which
would require Phase II if it’s going to be impacted by project work
•Analysis may change this recommendation, but for the time being it is safer to assume that FS-01 will be
recommended potentially eligible
•Avoidance may be a realistic option for this site, which would preclude the need for a Phase II, However, any
avoidance plan/design should be restricted to the areas already surveyed
•If new plan is designed to avoid the site pushes the new route into unsurveyed areas –a new survey is needed in
those areas, which could potentially lead to discovering more sites
•FS-02: One isolated find; likely 106 Group will be recommending this as “not potentially eligible” and requiring no further
work
•FS-03: Identified sites would be difficult to route around it, provided the landscape/wetland restrictions, and because the
artifacts, while relatively disperse, included a diverse array of artifact types (i.e., different types of lithic artifacts)
•It is unlikely this site is connected to the 21CR0042 (1977 site); however, it’s not very far away from it, and the
agencies (SHPO, specifically) might push back on a recommendation of “not potentially eligible” due to the sites’
proximity and similar artifact discovery
•Archaeologists are leaning toward this one also being recommended “potentially eligible,” pending analysis, and
agency concurrence
•Phase II would be recommended for any areas where the project would disturb the site.
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Phase 1 Archeological
Study
17
FS -01 Site
18
FS -02 Site
•One isolated find; likely 106 Group would recommend as “not potentially eligible” and
requiring no further work (Waiting for SHPO approval to proceed)
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FS -03 Site
20
21
FS -03 Site
22
23
Trail Redesign Options –FS -03 Site
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Conclusion
•What options (If any) Appeals To Council?
•City Needs To Submit 106 Group Report For SHPO Review
•106 Group -$20K Remains On Archeological Contract Additional Work Would Need Reallocation/Supplemental Funding
•SEH Contract Amendment For Trail Redesign
•Beneficial Moving Forward With Phase II Archeological Survey
•Stormwater BMP’s, Trail/Parking Lot Construction 2025
•Tree Grubbing Can Occur On North Alignment less than $20K
25
Questions?
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Lake Ann Park Preserve
Expenses through 9/18/2024
2023 2024 Total
Diversified Drainage*742,397.53 742,397.53
Hoisington Koegler Group 241,684.75 4,932.00 246,616.75
SEH - Wetland Delineation -
SEH - Final Design 99,098.45 99,098.45
SEH - Construction 123,291.73 123,291.73
MN Dept of Natural Resources-DNR permit 1,200.00 1,200.00
Metropolitan Council-encroachment agreement 600.00 600.00
Southwest News Media 138.24 138.24
City of Chanhassen-permit surcharge 425.00 425.00
Total 243,622.99 970,144.71 1,213,767.70
* Includes $37,119.88 of retainage not yet paid
Lake Ann Park Preserve
Project Budget
Priority Items Budget Projected
Expenditures
Soft Costs 325,000$ 455,987.75
Boardwalks 1,200,000$ 1,069,012.21
Trail/Parking Paving 1,400,000$ 1,400,000.00
North Trail Reconstruction 200,000$ 200,000.00
Archeological Items -$ 50,000.00
Total Priority Items-Expenditures 3,125,000$ 3,175,000$
Revenues
2023 Allocation of ARPA Funds 1,300,000$ 1,300,000
TIM Funds for Trail Reconstruction 200,000$ 200,000
DNR Grant for Boardwalks 250,000$ 250,000
2024 Allocation of ARPA Funds 1,100,000$ 1,100,000
General Fund Transfer 275,000$ 275,000
Investment Earnings - Grants Fund -$ 50,000
Total Priority Items-Revenues 3,125,000$ 3,175,000
Priority Items Budget Surplus/(Deficit)-$ 0$
Future Items Budget Actual
Expenditures
Signage/Wayfinding 125,000$ -$
Invasives/Natural Resources 292,800$ -$
To Lake Ann Reconstruction 350,000$ -$
Fishing Pier 90,000$ -$
Natural Surface Trail 150,000$ -$
Total Future Items-Expenditures 1,007,800$ -$
Revenues
Great River Greening Grants (Phase 1 and 2)308,300$ -$
-$ -$
-$ -$
Total Future Items-Revenues 308,300$ -$
Future Items Budget Surplus/(Deficit)(699,500)$ -$
Potential Future Item Revenue Sources:
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City Council Item
September 23, 2024
Item Civic Campus: Playground and Playable Water Feature materials and colors
selection
File No.Item No: A.2
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Jerry Ruegemer, Park and Recreation Director
Reviewed By
SUGGESTED ACTION
Review
Motion Type N/A
Strategic
Priority N/A
SUMMARY
BACKGROUND
The Civic Campus project has been a source of excitement for the city and our residents. The new city
hall building is making daily progress and Phase I is scheduled to be complete just after July 4th of
2025. The demolition of the current city hall building will occur after the receives our certificate of
occupancy. Phase II which includes the park amenities will begin construction in 2025 and has a goal of
completion by July 4th of 2026.
The council felt strongly that having a strong presence downtown would build vitality and sense of
community. The playground and splash fountain aim to create vibrant, family friendly spaces that
enhances the community's access to outdoor recreation while offering unique experiences.
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DISCUSSION
The city council has been engaged in making many decisions with the construction of Phase I that is
well underway. Looking ahead, now is a great time to check in to talk about a few Phase II park
amenities.
Playground Specifications
Landscape Structures - Manufacturer purchased through Flagship Recreation
Forma Series with Alpha Tower and Crab Trap Features
Allocated Budget - $622,837 (State Bid Pricing)
PLAY EQUIPMENT COLORS
Option 1 – AV - Lagoon posts, sky, Tangerine, grey, etc.
Option 2 – BF - Dune posts, Paprika, Acorn, etc.
Option 3 – Acorn, Leaf, Limon and Dune, etc.
Option 4 – Cool Silver, Limon, Blue, Lagoon and Acorn, etc.
Option 5 – City logo colors – Purple, Green and Pebble, etc.
Splash Fountain Specification
Vortex - Manufacturer
Allocated Budget - $214,797 (State Bid Pricing)
BUDGET
RECOMMENDATION
ATTACHMENTS
Playground Splash Fountain City Council Presentation
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Civic Campus Playground &
Splash Fountain
Presentation
September 23, 2024 City Council Meeting
30
31
Civic Campus Phase 2
•$622,837 –Playground Budget
•$214,797 –Splash Fountain Budget
•Both Park Features Purchased With State Bid Pricing
•Install Spring 2026
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Playground Structure
•Landscape Structures –Forma Series
•Focuses On Adult Child Interaction
•Adjacent Hang Out Area For Teens/Adults
•ADA Compliant
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Color Options #1 AV -Lagoon posts, sky, Tangerine,
grey, etc.
34
Color Options #2
BF - Dune posts, Paprika, Acorn, etc
35
Color Option #3Acorn, Leaf, Limon and Dune, etc.
36
Color Options #4Cool Silver, Limon, Blue, Lagoon and Acorn, etc.
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Color Options #5
City logo colors – Purple, Green &
Pebble, etc.
38
Splash Fountain
1.Base Option - Equipment itself & installation of just ground spray
with LED lighting $150k installed
2. Add On Above Ground Feature – Additional $36k for 12 misting
sticks? Allow $3k for each
39
40
41
42
43
Conclusion
•Council Preferred Playground Color?
•City Can Elect To Order Equipment In 2025
•Playground Install Spring 2026
•Does Council Prefer Splash Fountain With/Without
Spray Misters?
•Splash Fountain Install 2026
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City Council Item
September 23, 2024
Item Market Boulevard Reconstruction Project Update
File No.25-02 Item No: A.3
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
N/A - Discussion only
Motion Type N/A
Strategic
Priority Asset Management
SUMMARY
The city plans to reconstruct Market Boulevard in 2025. The street, sidewalk, and trails are due for
pavement replacement, but other access and mobility improvements are also needed.
In order to help stakeholders and decision makers visualize the project, a traffic simulation video has
been prepared. Staff will share this simulation video with the City Council and receive feedback prior to
distributing to area businesses and the general public.
Project Page: https://www.chanhassenmn.gov/government/projects/street-projects/market-blvd-
reconstruction-project
BACKGROUND
The Chanhassen City Council adopted a resolution on Monday, July 22, 2024, accepting the feasibility
study, ordering the improvements, and authorizing the preparation of plans and specifications for the
Market Boulevard Reconstruction Project No. 25-02.
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60% design plans have been received and are under review by city staff.
DISCUSSION
N/A
BUDGET
N/A
RECOMMENDATION
N/A
ATTACHMENTS
46
City Council Item
September 23, 2024
Item City Council Roundtable
File No.Item No: A.4
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
None
Motion Type N/A
Strategic
Priority N/A
SUMMARY
The quarterly roundtable is a time for the City Council to discuss items of interest, propose new items
for review, and ask general questions of staff/each other. Items with interest from at least two Council
Members may be scheduled for research by staff, future work sessions, or other action as appropriate.
BACKGROUND
DISCUSSION
Items submitted for possible discussion. The City Council can choose to discuss some or all items and
may discuss items that are not listed.
Items should generally have the support of at least two council members to continue discussion and/or
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have staff research.
Citizen Action Requests
See attached.
BUDGET
RECOMMENDATION
ATTACHMENTS
Roundtable Process Overview
48
CHANHASSEN CITY COUNCIL
Roundtable Overviewand Guidelines
The quarterly roundtable is scheduled time for the City Council to discuss items of interest,
propose new items for review, and ask general questions of staff/each other. The roundtable
is designed to fill in the gaps between the annual Strategic Plan updates.
Staff will provide a one-year historical summary of the Citizen Action Request Forms
received in the packet for each roundtable.
Timing:
Quarterly, at a work session.
Procedure:
Submit items for consideration and publication in the council packet by noon on the Wednesday
prior to the meeting. Be prepared to give a brief overview of proposed items at the work session.
Actions:
The City Council should determine the next steps, using the following menu of options:
1. Do nothing at this time
2. Park for discussion during the Strategic Plan update in January
3. Request staff prepare an issue paper (requires two votes of support)
4. Refer to a commission for further consideration (requires two votes of support)
5. Schedule a city council work session (requires three votes of support)
CITY OF CHANHASSEN A Community
For Life.
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City Council Item
September 23, 2024
Item Future Work Session Schedule
File No.Item No: A.5
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
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:
October 14, 2024
Civic Campus construction progress report and site tour (optional, 5 pm, open to public but
RSVP required/space limited)
General Fund Levy and Budget follow-up
Citywide speed limit reduction
October 28, 2024
CIP and Capital Project Funds
Cannabis regulation and zoning code amendments
November 18, 2024
Utility Funds and Utility Rate Study
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Pending items:
Police and Fire Staffing Levels
Mental Health presentation from CCSO
Assessment Policy Revisions
Sign Code updates
Carver County Housing study presentation
Future plans for tennis and pickleball courts in Chanhassen
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
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City Council Item
September 23, 2024
Item Approve City Council Work Session Minutes dated September 9, 2024
File No.Item No: D.1
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the City Council work session minutes dated September 9,
2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends that the Chanhassen City Council approves the City Council work session minutes
dated September 9, 2024.
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ATTACHMENTS
City Council Work Session Minutes dated September 9, 2024
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1
CHANHASSEN CITY COUNCIL
WORK SESSION
MINUTES
September 9, 2024
Mayor Ryan called the work session to order at 5:30 p.m.
COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember von Oven, Councilmember
Kimber, and Councilmember McDonald, Councilmember Schubert
COUNCIL MEMBERS ABSENT: none
STAFF PRESENT: Laurie Hokkanen, City Manager; Charlie Howley, Public Works Director/City
Engineer; Jerry Ruegemer, Parks Director; Eric Maass, Planning Director; Matt Unmacht, Assistant
City Manager; Kelly Grinnell, Finance Director; Patrick Gavin, Communications Manager; Jenny
Potter, City Clerk; Richard Rice, IT Manager
PUBLIC PRESENT:many people from the neighborhoods near the Bluff Creek Drive property
Presentation of Preliminary 2025 Levy and General Fund Budget
Kelly Grinnell, Finance Director, reviewed the levy and general fund budget information from
the last work session. A full-time employee was added for a Parks Maintenance position starting
on July 1, 2025, at $50,000. A decision will need to be made about budgeting for lifeguards for
the 2025 season. Overall, the expenditure budget increased 3.7% from last year and there was a
reduction in the increase of the General Fund Levy of $55,000, with the levy increasing
$419,000 instead of $474,000.
Ms. Grinnell included options that will need further discussion by the City Council.
The City Council discussed setting the overall preliminary budget as outlined by Ms. Grinnell
and understood that the levy could still be decreased before setting the final levy and budget but
could not be increased after the vote at the City Council meeting following the work session.
Highway 5 Project Update
Charlie Howley, Public Works Director/City Engineer, introduced Dan Lonnes from Bolton & Menk
and Eric Johnson from Carver County to give a presentation of the status of the Highway 5 project.
Mr. Lonnes, from Bolton and Menk, gave an update on the Highway 5 project. He discussed the
timeline of the project, the locations, and updated changes to the plan. The project is largely on
schedule with the construction to start in 2026 or early 2027. There was an open house held for the
project on August 21, 2024. The people attending asked mostly about noise walls and how long the
project will take. Councilmembers asked for the presentation to be added to the work session packet.
Mr. Howley said he would provide it to be added.
Bluff Creek Drive Development Concept Update
Eric Maass, Planning Director, introduced Mario Cocchiarella from Maplewood Development, Clark
Wicklund from Alliant Engineering, and John Rask from M/I Homes, Inc.
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City Council Work Session Minutes –August 26, 2024
2
Mr. Maass reviewed and updated concept plan for the land located near Bluff Creek Drive. The original
plan included 163 units for townhomes and single-family homes. The updated plan included 110 units
for just single-family homes. The new plan also relocated the access point to the homes. The new plan
has 55 feet and 60 feet lot sizes. Mr. Maass said that the updated proposal does not meet the Single
Family Residential (RSF) zoning. The RSF zoning would dictate that 70 lots would be created. A
planned unit development would need to be utilized in order for the property to have 110 units.
Mr. Wicklund from Alliant Engineering stated that the target audience for this development would be
empty nesters looking for less maintenance for their homes.
Mayor Ryan said that due to the nature of that area of the city being larger lot homes and more open
space, she would prefer a plan that was closer to the 70 lots with the current zoning.
Councilmember Kimber said that if the development was to be for empty nesters, there should be park
space included in the plan that is not currently there.
Councilmember Schubert said that she preferred the 70-lot plan to what was proposed.
Councilmember McDonald asked what the price point would be for the homes.
John Rask,M/I Homes replied that the average price of the homes would be about $750,000. Mr. Rask
said that there are many people in Chanhassen looking for lower maintenance homes that have yard
care and snow removal provided.
Mario Cocchiarella from Maplewood Development stated that the homes are not on slabs but have
basements or are lookout basements. He also said that 70 homes concept isn t viable for them. He also
said that the demographic isn t just empty nesters, but that young people also don t want to have the
large yards that were desirable in the past.
Councilmember Schubert asked to hear back from the residents that were in the audience tonight and
see what they would like to have in the area.
Mr. Maass said that he would work with the developer to see if there were any changes they would like
to make and we would wait for feedback from the neighbors that had attended the meeting.
Mayor Ryan adjourned the meeting at 6:58 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Jenny Potter
City Clerk
55
City Council Item
September 23, 2024
Item Approve City Council Minutes dated September 9, 2024
File No.Item No: D.2
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the City Council minutes dated September 9, 2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends that the Chanhassen City Council approves the City Council minutes dated
September 9, 2024.
56
ATTACHMENTS
City Council Minutes dated September 9, 2024
57
CHANHASSEN CITY COUNCIL
REGULAR MEETING
MINUTES
SEPTEMBER 9, 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, Councilmember McDonald,
Councilmember Schubert, Councilmember von Oven, and Councilmember Kimber.
COUNCIL MEMBERS ABSENT: None.
STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager;
Eric Maass, Community Development Director; Charlie Howley, Public Works Director/City
Engineer; George Bender, Assistant City Engineer; Jerry Ruegemer, Parks and Recreation
Director; Patrick Gavin, Communications Manager; Kelly Grinnell, Finance Director; and Rick
Rice, IT Manager.
PUBLIC PRESENT:
Linda Paulsen
Jennifer Ray
Nathan Kirt
Nick Guardino, 7050 Mill Creek Lane
Seetharaman Swaminathan, 9875 Delphinium Lane
Brad Moe, 1425 Bluff Creek Drive
Nicola Smith, 725 Bramble Drive
PUBLIC ANNOUNCEMENTS:
1. Teen Volunteer Recognition
Mayor Ryan thanked local teenagers for their volunteer efforts over the last year in Chanhassen.
CONSENT AGENDA: Councilman McDonald moved, Councilmember von Oven
seconded that the City Council approve the following consent agenda items 1 through 10
pursuant to the City Manager’s recommendations:
1. Approve City Council Work Session Minutes dated August 26, 2024
2. Approve City Council Minutes dated August 26, 2024
3. Receive Commission on Aging Minutes dated July 19, 2024
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City Council Minutes – September 9, 2024
2
4. Receive Park and Recreation Commission Minutes dated June 25, 2024
5. Receive Planning Commission Minutes dated July 16, 2024
6. Receive Planning Commission Work Session Minutes dated August 20, 2024
7. Approve Claims Paid dated September 9, 2024
8. Approve Temporary On-Sale Liquor License for the Grief Club of Minnesota for their
Healing Hearts Soiree Events on September 19, 2024
9. Recreation Center Driveway and Stormwater Improvements
10. Approve an Encroachment Agreement between the City of Chanhassen and the property
owner at 1522 Mills Drive
All voted in favor, and the motion carried unanimously with a vote of 5 to 0.
VISITOR PRESENTATIONS.
Nathan Kirt thanked the Mayor for attending the neighborhood workshop. He commented that
stop signs do work and requested a stop sign. He said that he watched families cross the
intersection and cross in a long line, making it difficult for them to cross safely and promptly. He
stated that a stop sign would help with this process. He said there was a photographer and an
officer at the intersection. The photographer would take pictures when cars stopped, but not
when cars went by him or did not stop. He asked if this would be an issue.
Linda Paulson, of Chanhassen, thanked the City Council for saving the fireplace. She
recommended that Roers plant Norway Pine trees. She reviewed information about identity theft.
She voiced concerns about fireworks. She asked about the Comcast installation on Frontier Road
and road improvements.
Jennifer Ray, of Chanhassen encouraged the Mayor and the City Council to pass a regulation that
major party balance for absentee voters from the A-to-Z process. She requested action to respond
to this request. She asked who oversaw mosquito control.
Mayor Ryan said that mosquito control was a State program.
Public Works Director Howley encouraged the residents to search for contact information about
the mosquito control program and share their concerns with the appropriate individual.
Nick Guardino, 7050 Mill Creek Lane, thanked the City Council for listening to residents’
concerns about water and sewer services in Victoria. He commented on the widening of
Highway 5, which put substantial traffic on Highway 7. He encouraged the city to work with the
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City Council Minutes – September 9, 2024
3
mayor of Shorewood on intersection control. He encouraged a stop sign to be installed on
Minnewashta.
Judy Harder, 541 West 78th Street, explained the need to protect the urban canopy of trees and
that bare root trees are $50 or less per tree. She proposed that residents could request a tree for
their right-of-way and take care of those trees. She volunteered her time to help promote the
planting of trees in Chanhassen.
PUBLIC HEARINGS.
1. Resolution 2024-XX: Accept Feasibility Study, Conduct Public Hearing, and Authorize
Preparation of Plans and Specifications for the Sanitary Sewer Lift Station No. 33
Improvement Project, Project No. 08-09
Charlie Howley, Public Works Director, provided background information on the 2010
Metropolitan Urban Service Area Lift Station. He presented a map showing the sewer service
area. He presented an image of the immediately developable service area.
Eric Maass, Community Development Director, reviewed important dates in 2024 that started
this sewer lift station conversation. He explained the new single-family home construction and
explained that there was an inadequate supply of single-family homes to meet demand.
Mr. Howley showed an image of the lift station site and explained the need to build a driveway.
He stated the property owner expressed interest in a trailhead with an easement for no cost. He
displayed an image to explain the length and the layout of the forcemain. He summarized the
flow characteristics and provided an overview of the budget breakdown for the Capital
Improvement Plan SS-020 Project Budget, including the costs for the city and for the
development. He summarized the process to establish a sewer district and compared the costs
with the Lake Ann Sewer District. He displayed an image providing a schedule for project
completion.
Councilmember von Oven asked if the city would cash-flow the project and pay themselves back
from the development costs.
Mr. Howley confirmed this information.
Councilmember McDonald asked what changed in the area that made this project necessary.
Mr. Howley explained the two recent developments, including the Klingelhutz Developer and
the MnDOT ROW.
Councilmember McDonald asked if they met with Anderson during the workshop.
Mr. Maass clarified that it was the developer for the Klingelhutz property.
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City Council Minutes – September 9, 2024
4
Councilmember McDonald questioned the drive to build this infrastructure at this current time.
Mayor Ryan agreed with the comments expressed by Councilmember von Oven. She
commented that there needs to be details explored with this project. She expressed concerns
about the expense of this project, especially with other projects’ costs. She voiced concerns about
moving forward with this project and encouraged additional conversations with the City Council,
Mr. Maass, and Mr. Howley.
Mayor Ryan opened the public hearing.
Brad Moe, 1425 Bluff Creek Drive, asked about the development in the Bluff Creek Overview
District. He asked if the $2.5 million that would be paid back comes from existing lots that do
not have a requirement for city’s sewer and water. He also asked who would be paying the $2.5
million back to the city – the residents or developers.
Seetharaman Swaminathan, 9875 Delphinium Lane, asked about the impact to his property and if
residents have the option to say no to the lift station if he is happy with the current operation.
Nicola Smith, 725 Bramble Drive, agreed with the questions expressed by Seetharaman
Swaminathan.
Mayor Ryan closed the public hearing.
Mr. Maass commented on the Bluff Creek Overlay District. He explained that when
development occurs adjacent to or within the Bluff Creek Overlay District, there are additional
regulations that must be followed. He said that the Bluff Creek Golf Course is zoned for
residential low-density. He said that the city must give a land use designation for every property.
He reviewed the sub-divided land purchased by a developer. He commented that the topography
is such, that the lift station could service the area if necessary. He reviewed the different types of
development guided for the area and stated that there is no requirement to hook up if they have
existing water and sewer.
Mr. Howley commented that the feasibility study reviews the financing for the selected option.
He said that the $2.5 million would be paid back by 848 equivalent residential units at $2,900
apiece. He said that the residents are not required to hook up until sewer and water is brought in
front of their house. He referenced the City Code, stating that if there is municipal sewer and
water within approximately 150 feet from your property, you are required to hook up to the
services within a certain time frame.
Mayor Ryan noted if there are fewer homes built, less revenue is collected to pay for the lift
station.
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City Council Minutes – September 9, 2024
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Mr. Howley said that the city could eat the cost or pass an ordinance changing the amount from
$2900 to $3800. He said that city staff would monitor development to track the financing.
Mr. Maass said that the Comprehensive Plan provided a safeguard with the minimum density
requirements.
Councilmember Schubert said that individuals had reached out about developing the office space
triangle. She asked how frequently these inquiries are received.
Mr. Maass answered that the property in question is 30 acres off 212 with an interchange. He
said that he receives a couple of inquiries a month.
Councilmember Schubert asked for clarification about the 848 equivalent residential units.
Mr. Howley clarified that the Bluff Creek Overlay District was not going to be developed.
Councilmember Schubert clarified that she was asking about the golf course. She asked the
breakdown of the development.
Mr. Howley said that there was a startup condition of 210 equivalent residential units. He said
that he did not know how many equivalent residential units were in the triangle lot.
Mr. Maass said that there were about 100 acres in the golf course guided for low-residential
density. He said there would reasonably be 300 units in the golf course. He noted the areas
guided for office use rather than residential use.
Councilmember Schubert clarified that there was only about 25 percent that would be paid back
to the city in the near future.
Councilmember McDonald asked a question.
Mr. Maass said that the two lot areas would need to be re-guided in the Comprehensive Plan if
they were to be subdivided further.
Councilmember McDonald asked a question.
Mr. Howley responded that the neighborhood south of the lift station would have its own lift
station at the bottom of the hill that would be pumped up to the other lift station. The
development would need to pay for their own lift station.
Councilmember McDonald asked if this was true about another development as well.
Mr. Howley said that those developments as a sewer shed would need to construct infrastructure.
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City Council Minutes – September 9, 2024
6
Councilmember McDonald clarified that specific developments were outside of the district. He
asked if they would be financing something long-term that they would not receive any payback
for.
Councilmember von Oven requested to see the schedule. He asked why this would be
constructed now. He commented that they could approve a lift station later when a development
is approved in the area.
Mr. Howley said that the schedule was as quick as a lift station could be completed. He said the
city could not approve the preliminary plat until the decision to build a lift station was approved.
He said the city was delivering a service to support one development application.
Mayor Ryan said if there was a real application, the city could act quickly. She voiced concerns
about moving forward.
Councilmember Schubert commented that she could not support moving forward since it would
be a high cost for the city.
Councilmember McDonald moved, Councilmember Schubert seconded that the City
Council table the resolution, Resolution 2024-XX: Accept Feasibility Study, Conduct
Public Hearing, and Authorize Preparation of Plans and Specifications for the Sanitary
Sewer Lift Station No. 33 Improvement Project, Project No. 08-09. All voted in favor, and
the motion carried unanimously with a vote of 5 to 0.
2. Resolution 2024-58: Approve Vacation of Public Drainage and Utility Easements within
the Roers property development
Charlie Howley, Public Works Director, reviewed the request for the vacation and showed
photographs detailing the easements. He stated that vacating the easements was contingent on the
Chanhassen Market Street Addition Plat being recorded.
Mayor Ryan opened the public hearing. There were no public comments.
Mayor Ryan closed the public hearing.
Councilmember von Oven moved, Councilmember Kimber seconded that the Chanhassen
City Council adopt a resolution approving the Vacation of Public Drainage and Utility
Easements, over multiple easement areas within the Roers property development legally
described as, Lot 1, Block 1 Bloomberg Addition and Lot 1, Block 1 Frontier Cinema
Addition, according to the recorded plats thereof, Carver County, Minnesota and adopt the
Findings of Fact. All voted in favor, and the motion carried unanimously with a vote of 5 to
0.
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City Council Minutes – September 9, 2024
7
GENERAL BUSINESS.
1. Resolution 2024-59: Approve an intersection control measure or an improved
pedestrian crossing on Minnewashta Parkway at Kings Road
Mayor Ryan said this topic was discussed at the last meeting and they did not reach a consensus.
Councilmember Schubert stated that the City Council should move forward with a stop sign
based on previous discussions and emails.
Councilmember Kimber asked if they restripe in addition to the stop sign if that would increase
pedestrian safety.
Mr. Howley said that the strategy would be done with the intent to increase pedestrian safety. He
said that the bollards and striping would take more time than just a stop sign.
Mayor Ryan asked about the different types of stop signs.
Mr. Howley said there is a standard stop sign, a blinking stop sign that continually blinks and
runs on solar power. There is also a blinking stop sign that detects motion to blink. He requested
direction on the type of stop sign that the City Council would prefer.
Councilmember Kimber voiced a preference for the blinking stop sign. He stated that he thought
the blinking pedestrian crosswalk was the safest and cited studies that indicated their safety.
Councilmember von Oven requested clarification about redoing the striping.
Councilmember Kimber explained that the striping would be the crosswalk and narrowing of the
lane to provide a safety area for the pedestrian in the middle.
Councilmember von Oven asked about the costs of the striping.
Mr. Howley estimated it would be $800 to $1,000 for the striping and bollard.
Councilmember von Oven provided an overview of how a stop sign would have more stopping
power. He believed residents would stop at a stop sign.
Councilmember Schubert moved, Councilmember von Oven seconded that the Chanhassen
City Council adopt a resolution approving adding stop signs with increased striping at
Minnewashta Parkway at Kings Road Intersection. All voted in favor, and the motion
carried with a vote of 4 to 0. Councilmember McDonald voted nay.
2. Preliminary 2025 Levy and General Fund Budget
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City Council Minutes – September 9, 2024
8
Finance Director Grinnell explained that the city must submit a preliminary levy to the County
by September 30th. She reviewed the preliminary 2025 general fund budget and noted the
percentage increase for each function. She summarized the budget increases for the wages and
benefits and other items. She provided an overview of the revenues by type and noted the
percentage increases. She displayed a chart that summarized the preliminary property tax levy
for 2025. She explained the 2023 and 2024 adopted levies and noted the projections from 2025
to 2028. She reviewed the market values for taxes payable in 2025 and noted that the 2024 total
percentage change. She summarized the change to the home market value exclusion for
homeowners in 2023 by the Minnesota State Legislation. She presented a comparison with the
proposed levy increases of other cities.
Mayor Ryan explained there was more work to be done to reduce the budget further. This
meeting would set the preliminary levy and the city cannot go above that amount.
Councilmember Kimber moved, Councilmember von Oven seconded that the Chanhassen
City Council adopt a Resolution approving the Preliminary 2025 Levy and General Fund
Budget. All voted in favor, and the motion carried unanimously with a vote of 5 to 0.
COUNCIL PRESENTATIONS. None.
ADMINISTRATIVE PRESENTATIONS.
1. Quarterly Financial Report
CORRESPONDENCE DISCUSSION. None.
Councilmember Schubert moved, Councilmember Kimber 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 9:00 p.m.
Submitted by Laurie Hokkanen
City Manager
Prepared by Jenny Potter
City Clerk
65
City Council Item
September 23, 2024
Item Receive Planning Commission Minutes dated September 3, 2024
File No.Item No: D.3
Agenda Section CONSENT AGENDA
Prepared By Amy Weidman, Senior Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Planning Commission minutes dated September 3,
2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
66
Planning Commission minutes dated September 3, 2024
67
CHANHASSEN PLANNING COMMISSION
REGULAR MEETING
MINUTES
SEPTEMBER 3, 2024
CALL TO ORDER:
Chairman Noyes called the meeting to order at 6:00 p.m.
MEMBERS PRESENT: Chair Eric Noyes, Steve Jobe, Perry Schwartz, Ed Goff, Ryan Soller,
Jeremy Rosengren, Katie Trevena.
MEMBERS ABSENT: None.
STAFF PRESENT: Rachel Jeske, Planner; Eric Maass, Community Development Director.
PUBLIC PRESENT:
Mark Guy 510 Pleasant View Road
PUBLIC HEARINGS:
1. 510 Pleasant View Road Setback Variance (Planning Case #24-14)
Rachel Jeske, Planner, gave a summary of the staff report, noting the applicant is requesting a
setback variance for the construction of a deck. She explained that the lot size was substandard
and stated that the deck would primarily be screened from the road with the current landscaping.
Commissioner Goff asked if the neighbor had any comments.
Ms. Jeske responded that the applicant discussed the project with the neighbor before submitting
the variance request.
Chair Noyes stated that the request seemed reasonable.
Commissioner Soller asked if there was a variance for the landscaping wall.
Ms. Jeske answered that she thought the landscaping wall was originally put in when the home
was built.
Commissioner Soller stated that he did not see the landscaping wall on the map.
Commissioner Jobe asked if there would be any new utilities.
Ms. Jeske responded that there would be no new utilities.
Commissioner Schwartz asked about what the blue rectangle was in the image.
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Planning Commission Minutes – September 3, 2024
2
Ms. Jeske answered that the owner owns a small section on the other side of the road, but they
are a part of the same lot.
Mark Guy, 510 Pleasant View Road, explained that the lot was old and there was not a lot of
room to build the deck. He said that the neighbor was helping him build the deck and is okay
with the location.
Commissioner Schwartz asked if the wall existed.
Mr. Guy responded it was existing and they received a permit for the retaining wall last summer.
Commissioner Schwartz asked if it needed a variance.
Ms. Jeske answered it did not trigger a variance as the retaining wall adhered to setbacks
applicable to retaining walls.
Commissioner Schwartz asked if anything built within the retaining wall would not need a
variance.
Chairman Noyes opened the public hearing. No comments.
Chairman Noyes closed the public hearing.
Commissioner Schwartz asked if the wall exists and the permit was given, would anything built
in the wall be grandfathered in and not require a variance?
Ms. Jeske responded that any property improvement is reviewed on its own merits and whether
or not any one specific improvement would trigger the need for a variance would be based on the
ordinance language in city code for that specific kind of improvement and would not be based on
the current location of the retaining wall.
Commissioner Jobe moved, Commissioner Schwartz seconded that the Chanhassen Board
of Appeals and Adjustments approve the requested side yard setback variance for the
construction of a deck at 510 Pleasant View Rd subject to the conditions of approval and
adopts the attached Findings of Facts and Decisions. All voted in favor and the motion
carried unanimously with a vote of 7 to 0.
APPROVAL OF MINUTES:
1. Approve Planning Commission Meeting Minutes July 16, 2024
Commissioner Goff moved, Commissioner Trevena seconded to approve the Chanhassen
Planning Commission summary minutes dated July 16, 2024 as presented. All voted in
favor, and the motion carried unanimously with a vote of 7 to 0.
2. Approve Planning Commission Work Session Minutes dated August 20, 2024
69
Planning Commission Minutes – September 3, 2024
3
Commissioner Jobe moved, Commissioner Rosengren seconded to approve the Chanhassen
Planning Commission Work Session Meeting Minutes dated August 20, 2024 as presented.
All voted in favor, and the motion carried unanimously with a vote of 7 to 0.
CITY COUNCIL ACTION UPDATE:
Commissioner Soller asked about the formalized proposal regarding the sign code discussed at
the work session and the next steps.
Ms. Jeske answered that they need to formalize a draft with the City Attorney.
ADJOURNMENT:
Commissioner Soller moved, Commissioner Schwartz seconded to adjourn the meeting.
All voted in favor and the motion carried unanimously with a vote of 7 to 0. The Planning
Commission meeting was adjourned at 6:13 p.m.
Submitted by Eric Maass
Community Development Director
70
City Council Item
September 23, 2024
Item Receive Economic Development Commission Minutes dated July 9, 2024
File No.Item No: D.4
Agenda Section CONSENT AGENDA
Prepared By Kate Vogt, Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Economic Development Commission minutes dated July
9, 2024."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
71
Economic Development Commission Minutes dated July 9, 2024
72
CHANHASSEN ECONOMIC
DEVELOPMENT COMMISSION
REGULAR MEETING
July 9, 2024
Vice Chair Zurek called the meeting to order at 5:36 p.m.
MEMBERS PRESENT: Chair Eric Anderson, Vice Chair Chris Freeman, Stacy Goff, Luke Bame, David Benedict,
Cohen Lee
MEMBERS ABSENT:
STAFF PRESENT: Samantha DiMaggio, Economic Development Manager
PUBLIC PRESENT:
OATH OF OFFICE:
Jenny Potter, City Clerk, performed the Oath of Office for new Commissioner David Benedict.
APPROVAL OF AGENDA:
APPROVE ECONOMIC DEVELOPMENT COMMISSION AGENDA DATED July 9, 2024
Commissioner Bame moved, and Commissioner Lee seconded to approve the Agenda of the Economic
Development Commission meeting dated June 11, 2024, as presented. All voted in favor and the motion was
carried unanimously with a vote of 6 to 0.
APPROVAL OF MINUTES:
APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED June 11, 2024
Commissioner Freeman moved, and Commissioner Goff seconded to approve the Minutes of the Economic
Development Commission meeting dated June 11, 2024, as presented. All voted in favor and the motion was
carried unanimously with a vote of 6 to 0.
VISITOR PRESENTATIONS:
Presentation by Lee Hall, CEO and Business Advisor with NextStage
DISCUSSION/GENERAL BUSINESS ITEMS:
ADJOURNMENT:
Commissioner Goff moved, and Commissioner Lee seconded to adjourn the meeting. All voted in favor and
the motion was carried unanimously with a vote of 6 to 0. The Economic Development Commission meeting
was adjourned at 6:38 p.m.
Submitted by Samantha DiMaggio
Economic Development Manager
73
City Council Item
September 23, 2024
Item Approve Claims Paid dated September 23, 2024
File No.Item No: D.5
Agenda Section CONSENT AGENDA
Prepared By Danielle Washburn, Assistant Finance Director
Reviewed By Kelly Grinnell
SUGGESTED ACTION
"The Chanhassen City Council Approves Claims Paid dated September 23, 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 September 23, 2024:
Total Claims $1,144,176.10
BUDGET
RECOMMENDATION
74
ATTACHMENTS
Payment Summary
Payment Detail
75
Accounts Payable
Checks by Date - Summary
Vendor Name Check Date Void Checks Check Amount
Alfred 07/16/2024
0.00 16.98
AllData 07/16/2024
0.00 1,500.00
Amazon 07/16/2024
0.00 2,630.82
American Public Works Association 07/16/2024
0.00 574.41
Asana.com 07/16/2024
0.00 49.36
Boba Tonka Bubble Tea 07/16/2024
0.00 566.50
Bolton & Menk Inc 07/16/2024
0.00 150.00
Bourbon Butcher Kitchen 07/16/2024
0.00 18.76
Browns Tire And Auto 07/16/2024
0.00 27.09
Butcher and Barrel 07/16/2024
0.00 29.79
Canva 07/16/2024
0.00 119.99
Carver Junk Co 07/16/2024
0.00 1,782.43
Chanhassen Service Center 07/16/2024
0.00 22.98
Chat GPT 07/16/2024
0.00 40.00
Chipotle Mexican Grill 07/16/2024
0.00 498.12
Cibo Express 07/16/2024
0.00 15.63
Citybird Fountain Square 07/16/2024
0.00 13.62
Cooney Brothers LLC 07/16/2024
0.00 695.75
Core & Main LP 07/16/2024
0.00 1,681.49
Costco Wholesale 07/16/2024
0.00 246.66
Cub Foods 07/16/2024
0.00 320.71
Delta Airlines 07/16/2024
0.00 596.95
Domino's Pizza 07/16/2024
0.00 103.86
DX Events 07/16/2024
0.00 2,181.78
Eastern Carver County Schools 07/16/2024
0.00 2,967.75
Economic Development Assn of MN 07/16/2024
0.00 775.00
Expedia 07/16/2024
0.00 625.72
Facebook 07/16/2024
0.00 25.19
FedEx Office 07/16/2024
0.00 577.10
Fire Marshals Association of Minnesota 07/16/2024
0.00 40.00
Forestry Suppliers 07/16/2024
0.00 212.46
FSMN/Menuetta 07/16/2024
0.00 396.00
Full Source 07/16/2024
0.00 280.39
Government Finance Officers Association 07/16/2024
0.00 530.00
Grainger 07/16/2024
0.00 258.88
Hach Company 07/16/2024
0.00 990.70
Home Depot 07/16/2024
0.00 779.29
Homewood Suites by Hilton 07/16/2024
0.00 514.60
Hyatt Regency 07/16/2024
0.00 145.14
ICMA 07/16/2024
0.00 1,650.00
Ike's Minnetonka 07/16/2024
0.00 21.45
Indelco Plastics Corporation 07/16/2024
0.00 663.71
International Code Council 07/16/2024
0.00 160.00
Jamba Juice 07/16/2024
0.00 16.01
Page 1 of 5 76
Vendor Name Check Date Void Checks Check Amount
Kwik Trip 07/16/2024
0.00 43.24
Leatherman Tool Group, Inc 07/16/2024
0.00 1,124.51
Mears Transportation 07/16/2024
0.00 55.83
Med Box Grill 07/16/2024
0.00 20.44
Menards 07/16/2024
0.00 107.21
Merlins Ace Hardware 07/16/2024
0.00 91.14
Metropolitan Council Enviromental Services 07/16/2024
0.00 20,000.00
Minnesota Rural Water Association 07/16/2024
0.00 50.00
MN Association of Government Communicators 07/16/2024
0.00 240.00
MN Board of AELSLAGID 07/16/2024
0.00 122.50
MN Dept of Agriculture 07/16/2024
0.00 158.48
MN Dept of Labor and Industry 07/16/2024
0.00 85.00
MN Recreation and Park Association 07/16/2024
0.00 25.00
MSP Airport Parking 07/16/2024
0.00 180.00
Municipal Clerk and Finance Officers 07/16/2024
0.00 50.00
NORTH COOP 07/16/2024
0.00 259.48
Northern Tool+Equipment 07/16/2024
0.00 130.21
Occupational Safety and Health Adminstration 07/16/2024
0.00 374.00
Office Max/Office Depot 07/16/2024
0.00 1,007.55
Pantone 07/16/2024
0.00 89.99
Papa Murphy's 07/16/2024
0.00 19.98
Party City 07/16/2024
0.00 20.16
Phase Intl 07/16/2024
0.00 791.00
Postmaster 07/16/2024
0.00 70.11
PSI Services, LLC 07/16/2024
0.00 175.00
PumpAlarm.com 07/16/2024
0.00 49.99
Quik Stage Inc 07/16/2024
0.00 5,468.76
Sam's Club 07/16/2024
0.00 152.69
Seton Indentification Products 07/16/2024
0.00 585.80
Smartpress.com 07/16/2024
0.00 511.79
Southwest Metro Chamber of Commerce 07/16/2024
0.00 250.00
Stampli 07/16/2024
0.00 1,362.00
Stratoguard, LLC 07/16/2024
0.00 230.56
Target 07/16/2024
0.00 209.30
The Business Journal 07/16/2024
0.00 180.00
The Garden By The Woods 07/16/2024
0.00 330.17
The Mustard Seed 07/16/2024
0.00 187.96
Turo Inc 07/16/2024
0.00 672.31
Twins Ballpark LLC 07/16/2024
0.00 2,228.00
U of M Contlearning 07/16/2024
0.00 225.00
Uber 07/16/2024
0.00 49.23
US Bank Rebate 07/16/2024
0.00 -3,480.37
Wendy's 07/16/2024
0.00 7.94
Zoom 07/16/2024
0.00 86.70
CENTURYLINK 09/04/2024
0.00 1,749.87
CLINT & JENNIFER HURT 09/04/2024
0.00 24.45
IUOE Local #49 09/04/2024
0.00 735.00
Marco Inc 09/04/2024
0.00 370.00
MN NCPERS LIFE INSURANCE 09/04/2024
0.00 144.00
Nokomis Energy, LLC 09/04/2024
0.00 7,347.24
VERIZON WIRELESS 09/04/2024
0.00 4,723.25
XCEL ENERGY INC 09/04/2024
0.00 23,330.99
A Touch of Magic, Inc 09/05/2024
0.00 339.00
Page 2 of 5 77
Vendor Name Check Date Void Checks Check Amount
American Family Life Assurance Company of Columbus 09/05/2024
0.00 124.80
ANCOM COMMUNICATIONS 09/05/2024
0.00 690.00
ARAMARK Refreshment Services, LLC 09/05/2024
0.00 2,188.56
ASPEN MILLS 09/05/2024
0.00 190.27
City of Bloomington 09/05/2024
0.00 1,360.00
Cleaning Solutions Services 09/05/2024
0.00 8,147.20
COMPUTER INTEGRATION TECHN. 09/05/2024
0.00 4,344.76
CORE & MAIN LP 09/05/2024
0.00 361.21
ECM PUBLISHERS INC 09/05/2024
0.00 283.50
Emergency Technical Decon 09/05/2024
0.00 2,219.00
Ferguson Waterworks #2518 09/05/2024
0.00 2,261.44
Go Gymnastics 09/05/2024
0.00 1,841.25
HAWKINS CHEMICAL 09/05/2024
0.00 20.00
Health Strategies 09/05/2024
0.00 6,088.00
HOISINGTON KOEGLER GROUP 09/05/2024
0.00 2,300.00
Honeywood Builders Inc 09/05/2024
0.00 332.80
Innovative Office Solutions LLC 09/05/2024
0.00 163.48
Jackie Anderson 09/05/2024
0.00 3,016.90
JEFFERSON FIRE SAFETY INC 09/05/2024
0.00 708.71
Juli Al-Hilwani 09/05/2024
0.00 412.50
KENNEDY & GRAVEN, CHARTERED 09/05/2024
0.00 55.00
KIMLEY HORN AND ASSOCIATES INC 09/05/2024
0.00 10,017.50
Kromer Company 09/05/2024
0.00 275.83
Lano Equipment 09/05/2024
0.00 2,979.96
MACQUEEN EQUIPMENT 09/05/2024
0.00 232.65
Metro Garage Door Company 09/05/2024
0.00 720.00
Metro Home and Drain 09/05/2024
0.00 325.00
MINGER CONSTRUCTION 09/05/2024
0.00 8,750.00
MN STATE FIRE CHIEFS ASSOC. 09/05/2024
0.00 365.00
NAPA AUTO & TRUCK PARTS 09/05/2024
0.00 224.04
OLSEN COMPANIES 09/05/2024
0.00 1,110.38
PRAIRIE RESTORATIONS INC 09/05/2024
0.00 1,417.00
RUFFRIDGE JOHNSON EQUIPMENT CO 09/05/2024
0.00 1,165.30
Senja Inc 09/05/2024
0.00 81.60
SHERWIN WILLIAMS 09/05/2024
0.00 33.39
Shred-N-Go Inc 09/05/2024
0.00 1,450.00
Sun Life Financial 09/05/2024
0.00 3,761.07
TimeSaver Off Site Secretarial, Inc 09/05/2024
0.00 167.00
United Laboratories 09/05/2024
0.00 680.95
Vertex Unmanned Solutions, LLC 09/05/2024
0.00 1,393.00
VIKING ELECTRIC SUPPLY 09/05/2024
0.00 3.30
WM MUELLER & SONS INC 09/05/2024
0.00 929.13
ZIEGLER INC 09/05/2024
0.00 6.34
Escape Fire Protection LLC 09/11/2024
0.00 52.72
Marco Inc 09/11/2024
0.00 1,010.00
Metronet Holdings, LLC 09/11/2024
0.00 56.07
MN VALLEY ELECTRIC COOP 09/11/2024
0.00 6,856.41
NOVEL SOLAR THREE, LLC 09/11/2024
0.00 11,038.46
SUBURBAN RATE AUTHORITY 09/11/2024
0.00 1,464.00
Aspen Equipment 09/12/2024
0.00 3,379.12
Atlas Restoration and Construction 09/12/2024
0.00 52.50
Beaudry Oil & Service Inc 09/12/2024
0.00 19,684.62
BROADWAY AWARDS 09/12/2024
0.00 32.67
Page 3 of 5 78
Vendor Name Check Date Void Checks Check Amount
C and S Management Company Inc 09/12/2024
0.00 28,975.00
Calibrations and Controls Inc 09/12/2024
0.00 15,082.00
Carver County 09/12/2024
0.00 1,450.00
Charles & Mary Pearson 09/12/2024
0.00 2,500.00
Charles Cudd Company 09/12/2024
0.00 3,000.00
Cintas Corporation No. 2 09/12/2024
0.00 112.92
CITY OF CHASKA 09/12/2024
0.00 1,738.81
CROWN COLLEGE 09/12/2024
0.00 650.00
Earl F Andersen Inc 09/12/2024
0.00 256.80
EASTWOOD BUILDERS 09/12/2024
0.00 500.00
Ebert Inc 09/12/2024
0.00 8,127.25
ECM PUBLISHERS INC 09/12/2024
0.00 80.60
Emergency Technical Decon 09/12/2024
0.00 1,225.00
Engel Water Testing Inc 09/12/2024
0.00 875.00
Enterprise FM Trust 09/12/2024
0.00 34,924.41
Fabiola Galindo 09/12/2024
0.00 100.00
Falcon Mechanical 09/12/2024
0.00 14,737.73
FASTENAL COMPANY 09/12/2024
0.00 319.90
Ferguson Waterworks #2518 09/12/2024
0.00 5,084.86
Fiedler Landscaping Inc 09/12/2024
0.00 500.00
GS DIRECT INC 09/12/2024
0.00 110.99
GS Systems, Inc. 09/12/2024
0.00 13,950.00
Guard Guys, LLC 09/12/2024
0.00 27.95
Heritage Shade Tree Consultants, Inc 09/12/2024
0.00 4,937.50
Homes by Tradition LLC 09/12/2024
0.00 750.00
ImperialDade 09/12/2024
0.00 1,240.67
Innovative Office Solutions LLC 09/12/2024
0.00 66.47
JEFFERSON FIRE SAFETY INC 09/12/2024
0.00 319.04
Jeff's SOS Drain & Sewer Services Inc 09/12/2024
0.00 470.00
Jonna Bartusch 09/12/2024
0.00 150.00
Kelleher Construction, Inc 09/12/2024
0.00 391,411.40
KIMLEY HORN AND ASSOCIATES INC 09/12/2024
0.00 58,757.01
Kristie Coccimiglio 09/12/2024
0.00 100.00
Kristopher Griese 09/12/2024
0.00 100.00
Lakeside Decking Company 09/12/2024
0.00 500.00
MACQUEEN EQUIPMENT 09/12/2024
0.00 74.87
Metro Garage Door Company 09/12/2024
0.00 2,234.24
Michael & Elspeth Ingram 09/12/2024
0.00 500.00
MN DEPT OF TRANSPORTATION 09/12/2024
0.00 645.37
Molin Concrete Products Co, Inc. 09/12/2024
0.00 242,183.66
Nathan and Brianna Kirt 09/12/2024
0.00 250.00
O'Reilly Automotive Inc 09/12/2024
0.00 720.04
PRAIRIE RESTORATIONS INC 09/12/2024
0.00 335.00
PRECISE MRM LLC 09/12/2024
0.00 294.00
QUEST SOFTWARE INC 09/12/2024
0.00 2,747.80
REACH FOR RESOURCES 09/12/2024
0.00 9,939.40
Southwest Rental & Sales 09/12/2024
0.00 1,320.63
Steve & Helen Gunther 09/12/2024
0.00 1,000.00
SUMMIT FIRE PROTECTION 09/12/2024
0.00 24,130.00
Taylor Electric Company, LLC 09/12/2024
0.00 3,172.00
Terminal Supply Inc 09/12/2024
0.00 289.50
TIMOTHY JACKSON 09/12/2024
0.00 100.00
TonkaDecks.com 09/12/2024
0.00 500.00
Page 4 of 5 79
Vendor Name Check Date Void Checks Check Amount
True Plumbing Solutions MN LLC 09/12/2024
0.00 1,344.00
TruNorth Solar LLC 09/12/2024
0.00 750.00
Val Roder / Olivine Yoga LLC 09/12/2024
0.00 250.00
VESSCO INC 09/12/2024
0.00 365.75
WM MUELLER & SONS INC 09/12/2024
0.00 1,418.37
WSB & ASSOCIATES INC 09/12/2024
0.00 40,780.24
Report Total:0.00 1,144,176.10
Page 5 of 5 80
AP
Check Detail
User: dwashburn@chanhassenmn.gov
Printed: 9/13/2024 9:05:06 AM
Last Name Acct 1 Amount Check Date Description
A Touch of Magic, Inc 101-1614-4345 339.00 9/5/2024 Halloween Party live entertainment deposit
339.00 9/5/2024
A Touch of Magic, Inc 339.00
Alfred 101-1120-4381 16.98 7/16/2024 ICMA AI conference meal
16.98 7/16/2024
Alfred 16.98
Al-Hilwani Juli 101-1530-4347 337.50 9/5/2024 5 pack Bode Flolid
Al-Hilwani Juli 101-1539-4343 75.00 9/5/2024 Beginner Pickleball Lesson 8/24
412.50 9/5/2024
Al-Hilwani Juli 412.50
AllData 101-1160-4207 1,500.00 7/16/2024 Alldata Fleet Maintenance Subscription Renewal
1,500.00 7/16/2024
AllData 1,500.00
Amazon 700-7043-4120 20.36 7/16/2024 MW 4 pack Battery and smart Dual Charger
Amazon 700-7019-4150 98.13 7/16/2024 JC EWTP PVC Pipe Fitting Adapter Pipe Fitting Adapter
Amazon 101-1160-4207 12.16 7/16/2024 Sewer Video Access Fee May
Amazon 101-1160-4135 80.89 7/16/2024 Wireless LAN Adapter - Fountain Rm Projector
AP - Check Detail (9/13/2024)Page 1 of 42
81
Last Name Acct 1 Amount Check Date Description
Amazon 101-1530-4120 138.99 7/16/2024 Portable PA system
Amazon 101-1160-4530 39.99 7/16/2024 Replacement Headset for Danielle
Amazon 101-1120-4110 430.00 7/16/2024 Laminate Refill
Amazon 700-0000-4120 38.47 7/16/2024 AA Tool Organizer for Utility Department
Amazon 101-1220-4120 22.76 7/16/2024 Retractable Strap for TIC
Amazon 101-1530-4130 23.83 7/16/2024 Ice Cube Trays
Amazon 101-1800-4128 79.96 7/16/2024 T-ball tees
Amazon 101-1120-4110 15.98 7/16/2024 Care Touch Lens Cleaning Anti-Static Tweezers
Amazon 700-7019-4150 17.97 7/16/2024 JC Disposable Elastic Wrist Bootie Hold Coverall Suit
Amazon 101-1120-4110 101.54 7/16/2024 Double Sided Tape/Mouse Pad/Batteries/Chair Mat
Amazon 101-1530-4130 18.98 7/16/2024 Replacement tv remote
Amazon 700-0000-4240 13.47 7/16/2024 JC PW Disposable Foam Earplug
Amazon 700-7043-4150 17.97 7/16/2024 JC Disposable Elastic Wrist Bootie Hold Coverall Suit
Amazon 101-1616-4130 12.86 7/16/2024 400 Sheets Tissue Paper Bulk
Amazon 101-1530-4120 32.99 7/16/2024 Playground balls
Amazon 101-1160-4530 32.61 7/16/2024 Phone case for PW front desk temp phone
Amazon 101-1120-4110 99.68 7/16/2024 AA Lunchroom Supplies
Amazon 101-1616-4130 29.95 7/16/2024 Washable Sidewalk Chalk
Amazon 101-1540-4130 18.97 7/16/2024 Disposable Gloves & Popcorn Scoop
Amazon 101-1160-4530 16.79 7/16/2024 50 ft HDMI for information TV at rec center
Amazon 101-1220-4372 39.95 7/16/2024 Measuring Wheel for Training Truck Course-Shift training
Amazon 101-1616-4130 87.98 7/16/2024 Foam Dodgeball Set
Amazon 101-1560-4120 195.14 7/16/2024 Commission on Aging-Bingo cards-4th of July Event
Amazon 101-1160-4131 22.99 7/16/2024 External DVD for PW Mechanic Shop
Amazon 101-1220-4152 259.99 7/16/2024 Dehumidifer for Station
Amazon 101-1220-4142 9.99 7/16/2024 Vicks for Med Bags
Amazon 101-1120-4110 39.74 7/16/2024 Sharpie Flip Chart Markers/File Organizer/Sticker Paper
Amazon 101-1220-4142 23.00 7/16/2024 Hand Sanitizer for Trucks
Amazon 701-0000-4240 13.48 7/16/2024 JC PW Disposable Foam Earplug
Amazon 101-1120-4110 7.98 7/16/2024 2 pack Metal Hand Counter
Amazon 101-1800-4128 16.99 7/16/2024 soccer goal stakes
Amazon 101-1616-4130 28.89 7/16/2024 Disposable Paper Coffee Cup
Amazon 700-7043-4150 20.26 7/16/2024 JC Disposable Elastic Wrist Bootie Hold Coverall Suit
Amazon 700-7043-4150 43.27 7/16/2024 JC WWTP Schedule 80 PVC Fittings
Amazon 101-1120-4110 16.78 7/16/2024 Cricut Waterproof Sticker Paper
Amazon 101-1530-4120 61.08 7/16/2024 5 lb weights
Amazon 101-1120-4110 35.86 7/16/2024 Business Card Holder/Calendars/Wall Hooks
Amazon 101-1220-4165 14.69 7/16/2024 Rubber gloves for cleaning/using Ultrasonic wash
Amazon 101-1530-4150 89.22 7/16/2024 Towels for Fitness
Amazon 700-7043-4150 70.24 7/16/2024 JC NDS 118-20 Pro Span PVC Espansion Repair Coupling
Amazon 101-1160-4260 19.44 7/16/2024 Label Machine Tape
Amazon 700-7019-4150 8.79 7/16/2024 JC EWTP PVC Pipe Fittings Slip Union Heavy Duty
Amazon 700-7019-4150 20.26 7/16/2024 JC Disposable Elastic Wrist Bootie Hold Coverall Suit
AP - Check Detail (9/13/2024)Page 2 of 42
82
Last Name Acct 1 Amount Check Date Description
Amazon 101-1120-4110 31.05 7/16/2024 Cubicle Clips Panel Wall Clip
Amazon 701-0000-4120 38.46 7/16/2024 AA Tool Organizer for Utility Department
2,630.82 7/16/2024
Amazon 2,630.82
American Family Life Assurance Company of Columbus 101-0000-2008 124.80 9/5/2024 Premium-August 2024
124.80 9/5/2024
American Family Life Assurance Company of Columbus 124.80
American Public Works Association 101-1310-4370 574.41 7/16/2024 Underground Utility Construction Inspector training
574.41 7/16/2024
American Public Works Association 574.41
ANCOM COMMUNICATIONS 101-1220-4531 690.00 9/5/2024 Radio Repair
690.00 9/5/2024
ANCOM COMMUNICATIONS 690.00
Anderson Jackie 700-0000-4552 3,016.90 9/5/2024 Well 8 Interference Reimbursement
3,016.90 9/5/2024
Anderson Jackie 3,016.90
ARAMARK Refreshment Services, LLC 101-1120-4110 419.81 9/5/2024 Coffee Order for Public Works
ARAMARK Refreshment Services, LLC 101-1120-4110 1,546.41 9/5/2024 Coffee Order for Building City Offices and Senior Center
ARAMARK Refreshment Services, LLC 101-1120-4110 222.34 9/5/2024 Fire Station Coffee Order
2,188.56 9/5/2024
AP - Check Detail (9/13/2024)Page 3 of 42
83
Last Name Acct 1 Amount Check Date Description
ARAMARK Refreshment Services, LLC 2,188.56
Asana.com 101-1125-4229 49.36 7/16/2024 Additional Seat Fee for Project Management System
49.36 7/16/2024
Asana.com 49.36
Aspen Equipment 101-1550-4120 3,379.12 9/12/2024 plow hitches #410 # 404
3,379.12 9/12/2024
Aspen Equipment 3,379.12
ASPEN MILLS 101-1220-4240 190.27 9/5/2024 Duty Crew pants for Evan Thoreson
190.27 9/5/2024
ASPEN MILLS 190.27
Atlas Restoration and Construction 101-0000-2022 52.50 9/12/2024 Permit Overpayment-2024-02308 to 2024-02321
52.50 9/12/2024
Atlas Restoration and Construction 52.50
Bartusch Jonna 700-7204-4901 100.00 9/12/2024 Water Wise Rebate- Clothes Washer
Bartusch Jonna 700-7204-4901 50.00 9/12/2024 Water Wise Rebate- Toilet
150.00 9/12/2024
Bartusch Jonna 150.00
Beaudry Oil & Service Inc 101-1370-4170 10,070.29 9/12/2024 fuel
Beaudry Oil & Service Inc 101-1370-4170 9,614.33 9/12/2024 fuel
AP - Check Detail (9/13/2024)Page 4 of 42
84
Last Name Acct 1 Amount Check Date Description
19,684.62 9/12/2024
Beaudry Oil & Service Inc 19,684.62
Boba Tonka Bubble Tea 101-1540-4130 566.50 7/16/2024 Bubble Tea Restock - Lake Ann Concessions
566.50 7/16/2024
Boba Tonka Bubble Tea 566.50
Bolton & Menk Inc 101-1320-4370 150.00 7/16/2024 JG Salt Symposium Registration for Patrick Maczko
150.00 7/16/2024
Bolton & Menk Inc 150.00
Bourbon Butcher Kitchen 101-1123-4381 18.76 7/16/2024 DEED Quarterly Meeting/Lunch
18.76 7/16/2024
Bourbon Butcher Kitchen 18.76
BROADWAY AWARDS 101-1120-4110 32.67 9/12/2024 Magnetic Nametags (Priya-name chg Patrick-new)
32.67 9/12/2024
BROADWAY AWARDS 32.67
Browns Tire And Auto 101-1320-4120 27.09 7/16/2024 JG LP Cyl for Shop
27.09 7/16/2024
Browns Tire And Auto 27.09
Butcher and Barrel 101-1310-4381 29.79 7/16/2024 CH Strong Towns Conference - Meal
AP - Check Detail (9/13/2024)Page 5 of 42
85
Last Name Acct 1 Amount Check Date Description
29.79 7/16/2024
Butcher and Barrel 29.79
C and S Management Company Inc 414-4010-4702 28,975.00 9/12/2024 Pay App #1 Civic Campus
28,975.00 9/12/2024
C and S Management Company Inc 28,975.00
Calibrations and Controls Inc 700-0000-4550 8,137.00 9/12/2024 well 13 flow meter
Calibrations and Controls Inc 700-0000-4550 6,945.00 9/12/2024 well 15 flow meter
15,082.00 9/12/2024
Calibrations and Controls Inc 15,082.00
Canva 101-1125-4229 119.99 7/16/2024 Annual Design Software Subscription
119.99 7/16/2024
Canva 119.99
Carver County 700-1160-4326 750.00 9/12/2024 Utility Dark Fiber - WWTP EWTP T3 W3 W8 W7 LS24
Carver County 101-1160-4326 700.00 9/12/2024 500 MB Internet + Dark Fiber - CH FD1 FD2 PW RC
1,450.00 9/12/2024
Carver County 1,450.00
Carver Junk Co 101-1110-4371 1,782.43 7/16/2024 Clothing
1,782.43 7/16/2024
Carver Junk Co 1,782.43
AP - Check Detail (9/13/2024)Page 6 of 42
86
Last Name Acct 1 Amount Check Date Description
CENTURYLINK 101-1160-4325 125.76 9/4/2024 Telephone & Communication Charges
CENTURYLINK 700-7019-4310 215.63 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1540-4310 61.80 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1190-4310 123.60 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1160-4325 250.76 9/4/2024 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 15.51 9/4/2024 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 6.17 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1350-4310 30.83 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1170-4310 817.97 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1120-4310 49.33 9/4/2024 Telephone & Communication Charges
CENTURYLINK 101-1550-4310 30.83 9/4/2024 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 6.17 9/4/2024 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 15.51 9/4/2024 Telephone & Communication Charges
1,749.87 9/4/2024
CENTURYLINK 1,749.87
Chanhassen Service Center 101-1420-4140 22.50 7/16/2024 CS Duplicate Title Filing Fee
Chanhassen Service Center 101-1420-4140 0.48 7/16/2024 CS Service Fee for Duplicate Title
22.98 7/16/2024
Chanhassen Service Center 22.98
Charles Cudd Company 101-0000-2073 1,500.00 9/12/2024 Erosion escrow 9184 Mills Dr #571005
Charles Cudd Company 101-0000-2073 1,500.00 9/12/2024 Erosion escrow 9194 Mills Dr #578378
3,000.00 9/12/2024
Charles Cudd Company 3,000.00
Chat GPT 101-1120-4360 20.00 7/16/2024 Chat GPT - Hokkanen subscription
Chat GPT 101-1120-4210 20.00 7/16/2024 Chat GPT monthly fee
40.00 7/16/2024
Chat GPT 40.00
AP - Check Detail (9/13/2024)Page 7 of 42
87
Last Name Acct 1 Amount Check Date Description
Chipotle Mexican Grill 101-1616-4130 220.27 7/16/2024 Staff and volunteer training dinner
Chipotle Mexican Grill 101-1110-4372 277.85 7/16/2024 City Council Dinner
498.12 7/16/2024
Chipotle Mexican Grill 498.12
Cibo Express 101-1120-4381 15.63 7/16/2024 AI Conf Meal
15.63 7/16/2024
Cibo Express 15.63
Cintas Corporation No. 2 101-1312-4510 80.52 9/12/2024 first aid kits
Cintas Corporation No. 2 101-1550-4120 32.40 9/12/2024 Safety Supplies
112.92 9/12/2024
Cintas Corporation No. 2 112.92
City of Bloomington 720-0000-4323 1,360.00 9/5/2024 Public Beach Lab Testing Services
1,360.00 9/5/2024
City of Bloomington 1,360.00
CITY OF CHASKA 101-1560-4349 456.75 9/12/2024 Holt bus Paramount Denver Tribute
CITY OF CHASKA 101-1560-4342 1,282.06 9/12/2024 Trip to Paramount Denver Tribute
1,738.81 9/12/2024
CITY OF CHASKA 1,738.81
Citybird Fountain Square 101-1310-4381 13.62 7/16/2024 Strong Towns Conference - Meal
13.62 7/16/2024
AP - Check Detail (9/13/2024)Page 8 of 42
88
Last Name Acct 1 Amount Check Date Description
Citybird Fountain Square 13.62
Cleaning Solutions Services 701-0000-4511 64.27 9/5/2024 Cleaning Services-August
Cleaning Solutions Services 700-0000-4511 64.27 9/5/2024 Cleaning Services-August
Cleaning Solutions Services 101-1170-4511 3,198.15 9/5/2024 cleaning services-August
Cleaning Solutions Services 101-1220-4511 257.09 9/5/2024 Cleaning services-August
Cleaning Solutions Services 101-1312-4511 514.19 9/5/2024 Cleaning Services-August
Cleaning Solutions Services 101-1190-4511 4,049.23 9/5/2024 cleaning services-August
8,147.20 9/5/2024
Cleaning Solutions Services 8,147.20
Coccimiglio Kristie 700-7204-4901 100.00 9/12/2024 Water Wise Rebate- 2 Toilets
100.00 9/12/2024
Coccimiglio Kristie 100.00
COMPUTER INTEGRATION TECHN.101-1160-4211 321.20 9/5/2024 O365 Add On Licenses - Aug
COMPUTER INTEGRATION TECHN.101-1160-4211 522.60 9/5/2024 O365 Monthly Backup Service - Sep
COMPUTER INTEGRATION TECHN.101-1160-4133 3,500.96 9/5/2024 Compellent SAN Maintenance Renewal 1 Yr NBD
4,344.76 9/5/2024
COMPUTER INTEGRATION TECHN. 4,344.76
Cooney Brothers LLC 700-7019-4120 347.87 7/16/2024 Spears 1/2 CPVC
Cooney Brothers LLC 700-7043-4120 347.88 7/16/2024 Spears 1/2 CPVC
695.75 7/16/2024
Cooney Brothers LLC 695.75
Core & Main LP 700-7043-4160 164.40 7/16/2024 MW Chlorine Chemkey
Core & Main LP 700-7043-4160 1,517.09 7/16/2024 MW Indicator Solution/Cyanide/Chlorine/Orthophosphate
AP - Check Detail (9/13/2024)Page 9 of 42
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Last Name Acct 1 Amount Check Date Description
1,681.49 7/16/2024
CORE & MAIN LP 720-7207-4150 347.05 9/5/2024 tile drain
CORE & MAIN LP 720-7207-4150 14.16 9/5/2024 tile drain
361.21 9/5/2024
CORE & MAIN LP 2,042.70
Costco Wholesale 101-1110-4381 246.66 7/16/2024 Civic Campus Groundbreaking refreshments
246.66 7/16/2024
Costco Wholesale 246.66
CROWN COLLEGE 101-1220-4370 650.00 9/12/2024 Quarterly EMS training
650.00 9/12/2024
CROWN COLLEGE 650.00
Cub Foods 101-1540-4130 139.72 7/16/2024 Lake Ann Startup Supplies
Cub Foods 101-1807-4130 16.27 7/16/2024 Soft Drinks Motts Fruit
Cub Foods 101-1120-4110 6.71 7/16/2024 JC Soap for Public Works
Cub Foods 101-1540-4130 63.17 7/16/2024 Chips & Hot Dog Buns - Restock
Cub Foods 101-1540-4130 70.88 7/16/2024 Chips & Hot Dog Buns - Restock
Cub Foods 101-1560-4112 23.96 7/16/2024 8ct Loaf Cake
320.71 7/16/2024
Cub Foods 320.71
Delta Airlines 101-1311-4381 596.95 7/16/2024 Flight for ESRI User Conference
596.95 7/16/2024
AP - Check Detail (9/13/2024)Page 10 of 42
90
Last Name Acct 1 Amount Check Date Description
Delta Airlines 596.95
Domino's Pizza 101-1616-4130 34.60 7/16/2024 Staff and volunteer training dinner
Domino's Pizza 101-1616-4130 34.63 7/16/2024 Staff and volunteer training dinner
Domino's Pizza 101-1616-4130 34.63 7/16/2024 Staff and volunteer training dinner
103.86 7/16/2024
Domino's Pizza 103.86
DX Events 101-1534-4356 2,181.78 7/16/2024 Dance Competition-Nationals
2,181.78 7/16/2024
DX Events 2,181.78
Earl F Andersen Inc 101-1320-4155 256.80 9/12/2024 street sign
256.80 9/12/2024
Earl F Andersen Inc 256.80
Eastern Carver County Schools 101-1534-4346 2,967.75 7/16/2024 Dance for Fun Recital
2,967.75 7/16/2024
Eastern Carver County Schools 2,967.75
EASTWOOD BUILDERS 101-0000-2073 500.00 9/12/2024 Erosion escrow 1841 Wood Duck Ln #617658
500.00 9/12/2024
EASTWOOD BUILDERS 500.00
Ebert Inc 414-4010-4702 8,127.25 9/12/2024 Pay App #2 Civic Campus
AP - Check Detail (9/13/2024)Page 11 of 42
91
Last Name Acct 1 Amount Check Date Description
8,127.25 9/12/2024
Ebert Inc 8,127.25
ECM PUBLISHERS INC 101-1120-4340 243.20 9/5/2024 Advertisement for Ballot Question LOST
ECM PUBLISHERS INC 101-1210-4336 40.30 9/5/2024 PH Notice Board and Brush Liquor License
283.50 9/5/2024
ECM PUBLISHERS INC 101-1120-4336 40.30 9/12/2024 Publication for Ord 732
ECM PUBLISHERS INC 101-1420-4336 40.30 9/12/2024 Public Hearing Affidavit of Publication
80.60 9/12/2024
ECM PUBLISHERS INC 364.10
Economic Development Assn of MN 101-1123-4370 45.00 7/16/2024 EDAM Summer Networking Event
Economic Development Assn of MN 101-1420-4370 730.00 7/16/2024 R.Arsenault and R. Jeske Conference Registration
775.00 7/16/2024
Economic Development Assn of MN 775.00
Emergency Technical Decon 101-1220-4530 2,219.00 9/5/2024 Gear wash-Team Two
2,219.00 9/5/2024
Emergency Technical Decon 101-1220-4530 1,225.00 9/12/2024 Gear wash-Team Three
1,225.00 9/12/2024
Emergency Technical Decon 3,444.00
Engel Water Testing Inc 700-0000-4300 875.00 9/12/2024 water samples
875.00 9/12/2024
AP - Check Detail (9/13/2024)Page 12 of 42
92
Last Name Acct 1 Amount Check Date Description
Engel Water Testing Inc 875.00
Enterprise FM Trust 400-0000-4811 309.71 9/12/2024 505 - 23 Chev Silv #26RP8Z
Enterprise FM Trust 400-0000-4811 305.38 9/12/2024 801 - 24 Chry Paci #2754MQ
Enterprise FM Trust 400-0000-4811 237.93 9/12/2024 132 - 23 Chev Silv #25WNCN
Enterprise FM Trust 700-0000-4811 65.70 9/12/2024 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 701-0000-2317 360.59 9/12/2024 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 700-0000-2317 186.88 9/12/2024 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 400-0000-4811 242.49 9/12/2024 403 - 23 Chev Silv #25XGMK
Enterprise FM Trust 701-0000-4811 168.68 9/12/2024 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 400-0000-4810 488.02 9/12/2024 801 - 24 Chry Paci #2754MQ
Enterprise FM Trust 400-0000-4811 218.07 9/12/2024 602 - 24 Chev Equi #27MF9K
Enterprise FM Trust 700-0000-2317 299.58 9/12/2024 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 400-0000-4810 696.31 9/12/2024 134 - 23 Chev Silv #25WNKR
Enterprise FM Trust 400-0000-4810 451.27 9/12/2024 605 - 22 Ford Rang #25G25M
Enterprise FM Trust 400-0000-4810 602.12 9/12/2024 411 - 22 Chev Silv #25G8CL
Enterprise FM Trust 400-0000-4810 411.42 9/12/2024 606 - 22 Ford Rang #25G23Z
Enterprise FM Trust 701-0000-2317 364.14 9/12/2024 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4810 692.98 9/12/2024 403 - 23 Chev Silv #25XGMK
Enterprise FM Trust 400-0000-4811 304.62 9/12/2024 430 - 24 Chry Paci #275N63
Enterprise FM Trust 400-0000-4811 307.84 9/12/2024 401 - 23 Chev Silv #26RPBZ
Enterprise FM Trust 400-0000-4810 696.31 9/12/2024 132 - 23 Chev Silv #25WNCN
Enterprise FM Trust 400-0000-4811 241.94 9/12/2024 416 - 23 Chev Silv #25XGMC
Enterprise FM Trust 400-0000-4810 406.29 9/12/2024 602 - 24 Chev Equi #27MF9K
Enterprise FM Trust 700-0000-2317 1,062.54 9/12/2024 315 - 24 Chev Silv #27MGTV
Enterprise FM Trust 700-0000-2317 2,031.50 9/12/2024 306 - 24 Chev Silv #27MGRB
Enterprise FM Trust 400-0000-4810 542.89 9/12/2024 430 - 24 Chry Paci #275N63
Enterprise FM Trust 700-0000-4811 164.50 9/12/2024 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4810 579.21 9/12/2024 202 - 23 Chev Tahoe #25WDVJ
Enterprise FM Trust 400-0000-4811 317.91 9/12/2024 203 - 23 Chev Silv #26RPC3
Enterprise FM Trust 400-0000-4810 691.42 9/12/2024 416 - 23 Chev Silv #25XGMC
Enterprise FM Trust 400-0000-4811 113.45 9/12/2024 140 - 22 Chev Silv #25G5J6
Enterprise FM Trust 701-0000-4811 71.32 9/12/2024 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 400-0000-4810 501.23 9/12/2024 412 - 22 GMC Sier #25H28F
Enterprise FM Trust 400-0000-4811 182.90 9/12/2024 405 - 22 Chev Silv #25G5QQ
Enterprise FM Trust 400-0000-4810 674.53 9/12/2024 402 - 23 Chev Silv #25XGMF
Enterprise FM Trust 400-0000-4811 241.84 9/12/2024 420 - 23 Chev Silv #25XGMS
Enterprise FM Trust 400-0000-4810 668.57 9/12/2024 401 - 23 Chev Silv #26RPBZ
Enterprise FM Trust 701-0000-4811 65.71 9/12/2024 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 400-0000-4811 130.51 9/12/2024 605 - 22 Ford Rang #25G25M
Enterprise FM Trust 400-0000-4810 579.21 9/12/2024 204 - 23 Chev Tahoe #25WDVL
Enterprise FM Trust 400-0000-4810 -131.88 9/12/2024 404 - 24 GMC Sier #27NDJJ
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Last Name Acct 1 Amount Check Date Description
Enterprise FM Trust 400-0000-4810 499.97 9/12/2024 502 - 23 Chev Blazer #25XQVB
Enterprise FM Trust 400-0000-4811 296.99 9/12/2024 204 - 23 Chev Tahoe #25WDVL
Enterprise FM Trust 400-0000-4811 134.74 9/12/2024 606 - 22 Ford Rang #25G23Z
Enterprise FM Trust 400-0000-4810 693.07 9/12/2024 419 - 23 Chev Silv #25XGMJ
Enterprise FM Trust 400-0000-4810 661.77 9/12/2024 505 - 23 Chev Silv #26RP8Z
Enterprise FM Trust 400-0000-4810 624.99 9/12/2024 203 - 23 Chev Silv #26RPC3
Enterprise FM Trust 400-0000-4810 706.03 9/12/2024 201 - 22 GMC Yuko #25MPSN
Enterprise FM Trust 400-0000-4810 691.10 9/12/2024 420 - 23 Chev Silv #25XGMS
Enterprise FM Trust 400-0000-4810 676.81 9/12/2024 130 - 24 GMC Sier #27NF7M
Enterprise FM Trust 400-0000-4811 144.45 9/12/2024 201 - 22 GMC Yuko #25MPSN
Enterprise FM Trust 400-0000-4810 595.77 9/12/2024 140 - 22 Chev Silv #25G5J6
Enterprise FM Trust 700-0000-4811 168.69 9/12/2024 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 400-0000-4811 324.47 9/12/2024 501 - 23 Chev Silv #26RL44
Enterprise FM Trust 701-0000-4811 164.50 9/12/2024 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4810 556.38 9/12/2024 405 - 22 Chev Silv #25G5QQ
Enterprise FM Trust 400-0000-4810 400.59 9/12/2024 001 - 22 Ford Esca #26M3MH
Enterprise FM Trust 400-0000-4811 261.16 9/12/2024 402 - 23 Chev Silv #25XGMF
Enterprise FM Trust 400-0000-4811 400.94 9/12/2024 130 - 24 GMC Sier #27NF7M
Enterprise FM Trust 400-0000-4811 237.91 9/12/2024 134 - 23 Chev Silv #25WNKR
Enterprise FM Trust 400-0000-4810 578.44 9/12/2024 214 - 22 Chev Silv #25G5D2
Enterprise FM Trust 400-0000-4811 150.74 9/12/2024 001 - 22 Ford Esca #26M3MH
Enterprise FM Trust 701-0000-2317 186.89 9/12/2024 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 400-0000-4811 219.66 9/12/2024 502 - 23 Chev Blazer #25XQVB
Enterprise FM Trust 700-0000-2317 1,414.06 9/12/2024 308 - 24 Chev Silv #27RZHT
Enterprise FM Trust 700-0000-2317 2,031.50 9/12/2024 301 - 24 Chev Silv #27MGR8
Enterprise FM Trust 701-0000-2317 299.57 9/12/2024 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 400-0000-4810 595.29 9/12/2024 408 - 22 Chev Silv #25G89X
Enterprise FM Trust 400-0000-4811 296.99 9/12/2024 202 - 23 Chev Tahoe #25WDVJ
Enterprise FM Trust 700-0000-2317 364.15 9/12/2024 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4811 126.99 9/12/2024 214 - 22 Chev Silv #25G5D2
Enterprise FM Trust 400-0000-4810 -134.19 9/12/2024 410 - 24 GMC Sier #27NDJB
Enterprise FM Trust 400-0000-4811 242.51 9/12/2024 419 - 23 Chev Silv #25XGMJ
Enterprise FM Trust 400-0000-4811 133.12 9/12/2024 411 - 22 Chev Silv #25G8CL
Enterprise FM Trust 400-0000-4811 143.14 9/12/2024 408 - 22 Chev Silv #25G89X
Enterprise FM Trust 700-0000-2317 360.59 9/12/2024 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 700-0000-4811 71.33 9/12/2024 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 700-0000-2317 1,062.54 9/12/2024 314 - 24 Chev Silv #27MGTW
Enterprise FM Trust 400-0000-4810 536.29 9/12/2024 501 - 23 Chev Silv #26RL44
Enterprise FM Trust 400-0000-4810 1,358.82 9/12/2024 131 - 24 Chev Silv #27NDJK
Enterprise FM Trust 400-0000-4811 100.02 9/12/2024 412 - 22 GMC Sier #25H28F
34,924.41 9/12/2024
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Last Name Acct 1 Amount Check Date Description
Enterprise FM Trust 34,924.41
Escape Fire Protection LLC 101-0000-2033 52.72 9/11/2024 Plan Review Refund-Permit 2024-00157-1709 Lake Dr W
52.72 9/11/2024
Escape Fire Protection LLC 52.72
Expedia 101-1130-4381 625.72 7/16/2024 Lodging - GFOA Conference
625.72 7/16/2024
Expedia 625.72
Facebook 101-1600-4340 25.19 7/16/2024 Facebook ad for Parks seasonal hiring / Program
25.19 7/16/2024
Facebook 25.19
Falcon Mechanical 101-0000-2033 14,737.73 9/12/2024 2024-01757 - 7700 Market Blvd - Permit Voided
14,737.73 9/12/2024
Falcon Mechanical 14,737.73
FASTENAL COMPANY 101-1550-4120 300.00 9/12/2024 gloves
FASTENAL COMPANY 101-1320-4120 19.90 9/12/2024 pin
319.90 9/12/2024
FASTENAL COMPANY 319.90
FedEx Office 101-1540-4130 577.10 7/16/2024 Equipment Rental Forms
577.10 7/16/2024
AP - Check Detail (9/13/2024)Page 15 of 42
95
Last Name Acct 1 Amount Check Date Description
FedEx Office 577.10
Ferguson Waterworks #2518 700-0000-4250 2,084.44 9/5/2024 2 inch meter
Ferguson Waterworks #2518 701-0000-4140 88.50 9/5/2024 tool box
Ferguson Waterworks #2518 700-0000-4140 88.50 9/5/2024 tool box
2,261.44 9/5/2024
Ferguson Waterworks #2518 700-0000-4550 1,010.96 9/12/2024 water supplies
Ferguson Waterworks #2518 701-0000-4140 2,036.95 9/12/2024 toolboxes for trucks
Ferguson Waterworks #2518 701-0000-4140 2,036.95 9/12/2024 toolboxes for trucks
5,084.86 9/12/2024
Ferguson Waterworks #2518 7,346.30
Fiedler Landscaping Inc 101-0000-2073 500.00 9/12/2024 Erosion escrow 7307 Frontier Trl #611615
500.00 9/12/2024
Fiedler Landscaping Inc 500.00
Fire Marshals Association of Minnesota 101-1220-4360 40.00 7/16/2024 Fire Marshal Assn of MN Membership-D Anderson
40.00 7/16/2024
Fire Marshals Association of Minnesota 40.00
Forestry Suppliers 101-1310-4260 212.46 7/16/2024 Engineering scale and hand level
212.46 7/16/2024
Forestry Suppliers 212.46
FSMN/Menuetta 101-1616-4240 166.00 7/16/2024 Staff polos
FSMN/Menuetta 101-1600-4240 197.50 7/16/2024 PRC Commissioner polos
FSMN/Menuetta 101-1600-4240 32.50 7/16/2024 PRC Commissioner polo
AP - Check Detail (9/13/2024)Page 16 of 42
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Last Name Acct 1 Amount Check Date Description
396.00 7/16/2024
FSMN/Menuetta 396.00
Full Source 700-0000-4150 140.20 7/16/2024 BM Krylon Quik-Mark Marking Paint
Full Source 701-0000-4150 140.19 7/16/2024 BM Krylon Quik-Mark Marking Paint
280.39 7/16/2024
Full Source 280.39
Galindo Fabiola 700-7204-4901 100.00 9/12/2024 Water Wise Rebate- Clothes Washer
100.00 9/12/2024
Galindo Fabiola 100.00
Go Gymnastics 101-1538-4343 570.00 9/5/2024 5 week Littles
Go Gymnastics 101-1537-4343 1,271.25 9/5/2024 5 week Minis and Tinys
1,841.25 9/5/2024
Go Gymnastics 1,841.25
Government Finance Officers Association 101-1130-4301 530.00 7/16/2024 Application fee for 2023 ACFR Cert of Achievement
530.00 7/16/2024
Government Finance Officers Association 530.00
Grainger 700-0000-4140 45.05 7/16/2024 JJ Safety Glasses for Truck 302
Grainger 701-0000-4551 129.73 7/16/2024 JJ UPS for Lift Stations
Grainger 700-0000-4550 84.10 7/16/2024 JJ Well 7 Fuse
258.88 7/16/2024
AP - Check Detail (9/13/2024)Page 17 of 42
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Last Name Acct 1 Amount Check Date Description
Grainger 258.88
Griese Kristopher 700-7204-4901 100.00 9/12/2024 Water Wise Rebate- Clothes Washer
100.00 9/12/2024
Griese Kristopher 100.00
GS DIRECT INC 101-1120-4110 110.99 9/12/2024 Plotter Paper
110.99 9/12/2024
GS DIRECT INC 110.99
GS Systems, Inc.700-0000-4220 6,975.00 9/12/2024 software support for SCADA
GS Systems, Inc.701-0000-4220 6,975.00 9/12/2024 software support for SCADA
13,950.00 9/12/2024
GS Systems, Inc. 13,950.00
Guard Guys, LLC 101-1120-4352 27.95 9/12/2024 Background check
27.95 9/12/2024
Guard Guys, LLC 27.95
Gunther Steve & Helen 720-0000-4905 1,000.00 9/12/2024 LID Grant Reimbursement - 3628 Hickory Ln
1,000.00 9/12/2024
Gunther Steve & Helen 1,000.00
Hach Company 700-7019-4160 990.70 7/16/2024 JC EWTP Reagent Set Chlorine Free Fluoride Reagent Set
990.70 7/16/2024
AP - Check Detail (9/13/2024)Page 18 of 42
98
Last Name Acct 1 Amount Check Date Description
Hach Company 990.70
HAWKINS CHEMICAL 700-7019-4160 20.00 9/5/2024 chemicals for east water treatment
20.00 9/5/2024
HAWKINS CHEMICAL 20.00
Health Strategies 101-1220-4352 6,088.00 9/5/2024 Annual medical evaluations
6,088.00 9/5/2024
Health Strategies 6,088.00
Heritage Shade Tree Consultants, Inc 101-1420-4300 4,937.50 9/12/2024 HSTC- August Hours
4,937.50 9/12/2024
Heritage Shade Tree Consultants, Inc 4,937.50
HOISINGTON KOEGLER GROUP 414-4010-4300 2,300.00 9/5/2024 Civic Campus Planning & LA
2,300.00 9/5/2024
HOISINGTON KOEGLER GROUP 2,300.00
Home Depot 101-1550-4260 344.61 7/16/2024 GB Water Pump (Addition)
Home Depot 101-1220-4510 62.82 7/16/2024 paint door
Home Depot 701-0000-4551 68.20 7/16/2024 JJ Coupling Schedule 80 X 10ft Bell End
Home Depot 101-1560-4120 86.68 7/16/2024 Cart for card tables for use at Rec Center
Home Depot 101-1550-4510 216.98 7/16/2024 light fixture restroom pavilion
779.29 7/16/2024
Home Depot 779.29
Homes by Tradition LLC 101-0000-2075 750.00 9/12/2024 Landscape Escrow- 1570 W. Farm Rd.
AP - Check Detail (9/13/2024)Page 19 of 42
99
Last Name Acct 1 Amount Check Date Description
750.00 9/12/2024
Homes by Tradition LLC 750.00
Homewood Suites by Hilton 101-1310-4381 514.60 7/16/2024 CH - Strong Towns Conf-Hotel
514.60 7/16/2024
Homewood Suites by Hilton 514.60
Honeywood Builders Inc 101-1250-3302 332.80 9/5/2024 Plan Review Refund - 6550 Shadow Ln
332.80 9/5/2024
Honeywood Builders Inc 332.80
HURT CLINT & JENNIFER 700-0000-2020 4.64 9/4/2024 Utility Refund-8491 Mission Hills Circle
HURT CLINT & JENNIFER 701-0000-2020 8.78 9/4/2024 Utility Refund-8491 Mission Hills Circle
HURT CLINT & JENNIFER 720-0000-2020 11.03 9/4/2024 Utility Refund-8491 Mission Hills Circle
24.45 9/4/2024
HURT CLINT & JENNIFER 24.45
Hyatt Regency 101-1130-4381 145.14 7/16/2024 Lodging - GFOA Conference
145.14 7/16/2024
Hyatt Regency 145.14
ICMA 101-1120-4370 840.00 7/16/2024 ICMA Annual Conference Registration
ICMA 101-1120-4370 810.00 7/16/2024 ICMA Conference Registration
1,650.00 7/16/2024
AP - Check Detail (9/13/2024)Page 20 of 42
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Last Name Acct 1 Amount Check Date Description
ICMA 1,650.00
Ike's Minnetonka 101-1123-4381 21.45 7/16/2024 Chamber Ambassador Meeting/Lunch
21.45 7/16/2024
Ike's Minnetonka 21.45
ImperialDade 101-1120-4110 1,240.67 9/12/2024 Restroom/Cleaning Supplies
1,240.67 9/12/2024
ImperialDade 1,240.67
Indelco Plastics Corporation 700-7043-4150 331.86 7/16/2024 JC Soc Coupling/Tee CPVC Elbow/SOC Union
Indelco Plastics Corporation 700-7019-4150 331.85 7/16/2024 JC Soc Coupling/Tee CPVC Elbow/SOC Union
663.71 7/16/2024
Indelco Plastics Corporation 663.71
Ingram Michael & Elspeth 101-0000-2073 500.00 9/12/2024 Erosion escrow 7506 Erie Ave #554884
500.00 9/12/2024
Ingram Michael & Elspeth 500.00
Innovative Office Solutions LLC 101-1120-4110 106.35 9/5/2024 Cardstock Pens Tape Notepads
Innovative Office Solutions LLC 101-1120-4110 57.13 9/5/2024 Public Works office supplies
163.48 9/5/2024
Innovative Office Solutions LLC 101-1120-4110 66.47 9/12/2024 Paper and supplies
66.47 9/12/2024
AP - Check Detail (9/13/2024)Page 21 of 42
101
Last Name Acct 1 Amount Check Date Description
Innovative Office Solutions LLC 229.95
International Code Council 101-1250-4360 160.00 7/16/2024 ICC Membership-Tessman
160.00 7/16/2024
International Code Council 160.00
IUOE Local #49 101-0000-2004 490.00 9/4/2024 Union dues-September
IUOE Local #49 701-0000-2004 76.90 9/4/2024 Union dues-September
IUOE Local #49 700-0000-2004 168.10 9/4/2024 Union dues-September
735.00 9/4/2024
IUOE Local #49 735.00
JACKSON TIMOTHY 700-7204-4901 100.00 9/12/2024 Water Wise Rebate- Dishwasher
100.00 9/12/2024
JACKSON TIMOTHY 100.00
Jamba Juice 101-1120-4381 16.01 7/16/2024 ICMA AI conference meal
16.01 7/16/2024
Jamba Juice 16.01
JEFFERSON FIRE SAFETY INC 101-1220-4260 708.71 9/5/2024 FLIR Replacement Batteries
708.71 9/5/2024
JEFFERSON FIRE SAFETY INC 201-0000-4705 319.04 9/12/2024 Rescue Equipment-Petzl ASAP-50/50 CPE grant.
319.04 9/12/2024
AP - Check Detail (9/13/2024)Page 22 of 42
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Last Name Acct 1 Amount Check Date Description
JEFFERSON FIRE SAFETY INC 1,027.75
Jeff's SOS Drain & Sewer Services Inc 101-1170-4510 195.00 9/12/2024 clear clogged drain line city hall
Jeff's SOS Drain & Sewer Services Inc 101-1170-4359 20.00 9/12/2024 LC Per MN Statute 471.425
Jeff's SOS Drain & Sewer Services Inc 101-1170-4359 60.00 9/12/2024 LC Per MN Statute 471.425
Jeff's SOS Drain & Sewer Services Inc 101-1312-4510 195.00 9/12/2024 clear clogged drain line
470.00 9/12/2024
Jeff's SOS Drain & Sewer Services Inc 470.00
Kelleher Construction, Inc 414-4010-4702 391,411.40 9/12/2024 Pay App #3 Civic Campus
391,411.40 9/12/2024
Kelleher Construction, Inc 391,411.40
KENNEDY & GRAVEN, CHARTERED 101-1140-4302 55.00 9/5/2024 legal services
55.00 9/5/2024
KENNEDY & GRAVEN, CHARTERED 55.00
KIMLEY HORN AND ASSOCIATES INC 210-0000-4300 10,017.50 9/5/2024 MetroNet Support Services
10,017.50 9/5/2024
KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 58,757.01 9/12/2024 Market Blvd
58,757.01 9/12/2024
KIMLEY HORN AND ASSOCIATES INC 68,774.51
Kirt Nathan and Brianna 101-0000-2075 250.00 9/12/2024 LE- 3911 Kings Rd. Second of Third Payment
250.00 9/12/2024
AP - Check Detail (9/13/2024)Page 23 of 42
103
Last Name Acct 1 Amount Check Date Description
Kirt Nathan and Brianna 250.00
Kromer Company 101-1550-4120 275.83 9/5/2024 valve /check screens
275.83 9/5/2024
Kromer Company 275.83
Kwik Trip 701-0000-4170 4.61 7/16/2024 BK Lawn Mower Gas
Kwik Trip 700-0000-4170 4.60 7/16/2024 BK Lawn Mower Gas
Kwik Trip 101-1540-4130 34.03 7/16/2024 Concession stand supplies: ice
43.24 7/16/2024
Kwik Trip 43.24
Lakeside Decking Company 101-0000-2073 500.00 9/12/2024 Erosion escrow 108 Sandy Hook Rd #600995
500.00 9/12/2024
Lakeside Decking Company 500.00
Lano Equipment 720-7207-4410 1,489.98 9/5/2024 forestry mower for mowing ponds
Lano Equipment 701-0000-4410 1,489.98 9/5/2024 forestry mower for mowing easement
2,979.96 9/5/2024
Lano Equipment 2,979.96
Leatherman Tool Group, Inc 101-1550-4260 1,124.51 7/16/2024 GB Pocket Clip & Lanyard Ring/Wave/Signal
1,124.51 7/16/2024
Leatherman Tool Group, Inc 1,124.51
MACQUEEN EQUIPMENT 101-1320-4120 232.65 9/5/2024 switch
AP - Check Detail (9/13/2024)Page 24 of 42
104
Last Name Acct 1 Amount Check Date Description
232.65 9/5/2024
MACQUEEN EQUIPMENT 101-1320-4120 74.87 9/12/2024 switch
74.87 9/12/2024
MACQUEEN EQUIPMENT 307.52
Marco Inc 101-1160-4310 370.00 9/4/2024 FAX Number Porting Fees
370.00 9/4/2024
Marco Inc 700-0000-4410 101.00 9/11/2024 Copier Lease
Marco Inc 720-0000-4410 50.50 9/11/2024 Copier Lease
Marco Inc 701-0000-4410 101.00 9/11/2024 Copier Lease
Marco Inc 101-1170-4410 757.50 9/11/2024 Copier Lease
1,010.00 9/11/2024
Marco Inc 1,380.00
Mears Transportation 101-1130-4381 55.83 7/16/2024 Taxi from Airport to Hotel - GFOA Conference
55.83 7/16/2024
Mears Transportation 55.83
Med Box Grill 101-1123-4381 20.44 7/16/2024 Lunch meeting with Steve Curtis - SW Metro Chamber
20.44 7/16/2024
Med Box Grill 20.44
Menards 700-7043-4510 86.11 7/16/2024 MW Wipes/Toiletbowl Cleaner/Odor genie/Trash bags
Menards 700-7019-4160 21.10 7/16/2024 BM 3% Hydrogen Peroxide
107.21 7/16/2024
AP - Check Detail (9/13/2024)Page 25 of 42
105
Last Name Acct 1 Amount Check Date Description
Menards 107.21
Merlins Ace Hardware 101-1540-4130 30.49 7/16/2024 Wrist Coil Key Ring Exp coil W/metal clip
Merlins Ace Hardware 101-1170-4510 21.66 7/16/2024 sink maple room
Merlins Ace Hardware 700-0000-4510 38.99 7/16/2024 bulbs ceiling fixtures well #4 restroom
91.14 7/16/2024
Merlins Ace Hardware 91.14
Metro Garage Door Company 101-1312-4510 720.00 9/5/2024 replace springs SE truck bay overhead door
720.00 9/5/2024
Metro Garage Door Company 101-1312-4510 2,234.24 9/12/2024 replace overhead door springs truck bay
2,234.24 9/12/2024
Metro Garage Door Company 2,954.24
Metro Home and Drain 701-0000-4551 325.00 9/5/2024 cut roots out of sewer line 206 chain view
325.00 9/5/2024
Metro Home and Drain 325.00
Metronet Holdings, LLC 700-7043-4310 56.07 9/11/2024 Telephone & Communication Charges
56.07 9/11/2024
Metronet Holdings, LLC 56.07
Metropolitan Council Enviromental Services 701-0000-4509 20,000.00 7/16/2024 MCES-WW Services July 2024
20,000.00 7/16/2024
AP - Check Detail (9/13/2024)Page 26 of 42
106
Last Name Acct 1 Amount Check Date Description
Metropolitan Council Enviromental Services 20,000.00
MINGER CONSTRUCTION 720-7207-4570 8,750.00 9/5/2024 stormwater repair-Columbia Lane
8,750.00 9/5/2024
MINGER CONSTRUCTION 8,750.00
Minnesota Rural Water Association 700-0000-4360 50.00 7/16/2024 MW MRWA Membership
50.00 7/16/2024
Minnesota Rural Water Association 50.00
MN Association of Government Communicators 101-1125-4360 240.00 7/16/2024 MAGC Membership dues
240.00 7/16/2024
MN Association of Government Communicators 240.00
MN Board of AELSLAGID 101-1310-4360 122.50 7/16/2024 CH PE Renewal
122.50 7/16/2024
MN Board of AELSLAGID 122.50
MN Dept of Agriculture 101-1540-4130 158.48 7/16/2024 Lake Ann Concession Stand Licensing
158.48 7/16/2024
MN Dept of Agriculture 158.48
MN Dept of Labor and Industry 101-1250-4360 85.00 7/16/2024 Gibbons Building Official Renewal
85.00 7/16/2024
AP - Check Detail (9/13/2024)Page 27 of 42
107
Last Name Acct 1 Amount Check Date Description
MN Dept of Labor and Industry 85.00
MN DEPT OF TRANSPORTATION 601-6040-4300 161.34 9/12/2024 Galpin Blvd material testing-25% City
MN DEPT OF TRANSPORTATION 601-6140-4300 484.03 9/12/2024 Galpin Blvd material testing-75% County
645.37 9/12/2024
MN DEPT OF TRANSPORTATION 645.37
MN NCPERS LIFE INSURANCE 101-0000-2037 144.00 9/4/2024 Life Insurance-September
144.00 9/4/2024
MN NCPERS LIFE INSURANCE 144.00
MN Recreation and Park Association 101-1520-4360 25.00 7/16/2024 Minnesota Recreation and Parks Foundation Membership
25.00 7/16/2024
MN Recreation and Park Association 25.00
MN STATE FIRE CHIEFS ASSOC.101-1220-4370 365.00 9/5/2024 Nutter Fire Chiefs Conf
365.00 9/5/2024
MN STATE FIRE CHIEFS ASSOC. 365.00
MN VALLEY ELECTRIC COOP 101-1600-4320 48.13 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 701-0000-4320 752.38 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 700-0000-4320 160.38 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 202.35 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 35.91 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 94.24 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 46.16 9/11/2024 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 5,516.86 9/11/2024 Electric Charges
6,856.41 9/11/2024
AP - Check Detail (9/13/2024)Page 28 of 42
108
Last Name Acct 1 Amount Check Date Description
MN VALLEY ELECTRIC COOP 6,856.41
Molin Concrete Products Co, Inc.414-4010-4702 242,183.66 9/12/2024 Pay App #1 Civic Campus
242,183.66 9/12/2024
Molin Concrete Products Co, Inc. 242,183.66
MSP Airport Parking 101-1310-4381 63.00 7/16/2024 CH Strong Towns Conf - Parking
MSP Airport Parking 101-1130-4381 117.00 7/16/2024 Airport Parking - GFOA Annual Conference
180.00 7/16/2024
MSP Airport Parking 180.00
Municipal Clerk and Finance Officers 101-1120-4360 50.00 7/16/2024 Membership
50.00 7/16/2024
Municipal Clerk and Finance Officers 50.00
NAPA AUTO & TRUCK PARTS 101-1320-4120 -11.84 9/5/2024 Filter Return
NAPA AUTO & TRUCK PARTS 101-1320-4120 86.81 9/5/2024 Rockers Filters Fuel Primer
NAPA AUTO & TRUCK PARTS 701-0000-4120 149.07 9/5/2024 Filters
224.04 9/5/2024
NAPA AUTO & TRUCK PARTS 224.04
Nokomis Energy, LLC 101-1312-4320 761.00 9/4/2024 Electric Charges
Nokomis Energy, LLC 701-0000-4320 95.13 9/4/2024 Electric Charges
Nokomis Energy, LLC 700-0000-4320 95.13 9/4/2024 Electric Charges
Nokomis Energy, LLC 700-7043-4320 6,395.98 9/4/2024 Electric Charges
7,347.24 9/4/2024
AP - Check Detail (9/13/2024)Page 29 of 42
109
Last Name Acct 1 Amount Check Date Description
Nokomis Energy, LLC 7,347.24
NORTH COOP 101-1123-4381 22.00 7/16/2024 Meeting with Hope House Team
NORTH COOP 101-1110-4372 237.48 7/16/2024 City Council Dinner
259.48 7/16/2024
NORTH COOP 259.48
Northern Tool+Equipment 700-0000-4120 130.21 7/16/2024 BM Hydrant Meter Carts
130.21 7/16/2024
Northern Tool+Equipment 130.21
NOVEL SOLAR THREE, LLC 700-0000-4320 7,050.43 9/11/2024 Electric Charges
NOVEL SOLAR THREE, LLC 701-0000-4320 3,837.97 9/11/2024 Electric Charges
NOVEL SOLAR THREE, LLC 101-1350-4320 150.06 9/11/2024 Electric Charges
11,038.46 9/11/2024
NOVEL SOLAR THREE, LLC 11,038.46
Occupational Safety and Health Adminstration 700-0000-4370 179.00 7/16/2024 MD 24 hr Hazwoper Training
Occupational Safety and Health Adminstration 700-0000-4370 39.00 7/16/2024 GF Hazwoper Annual Refresher Training
Occupational Safety and Health Adminstration 700-0000-4370 39.00 7/16/2024 BK Hazwoper Annual Refresher Training
Occupational Safety and Health Adminstration 700-0000-4370 19.50 7/16/2024 JJ Hazwoper Annual Refresher Training
Occupational Safety and Health Adminstration 701-0000-4370 19.50 7/16/2024 JC Water/Sewer Training
Occupational Safety and Health Adminstration 701-0000-4370 19.50 7/16/2024 JJ Hazwoper Annual Refresher Training
Occupational Safety and Health Adminstration 700-0000-4370 19.50 7/16/2024 JC Water/Sewer Training
Occupational Safety and Health Adminstration 700-0000-4370 39.00 7/16/2024 JG OSHA Hazwoper Training
374.00 7/16/2024
Occupational Safety and Health Adminstration 374.00
Office Max/Office Depot 101-1120-4110 28.99 7/16/2024 AA Credit Card Paper
Office Max/Office Depot 701-0000-4551 978.56 7/16/2024 GF Batteries for Lift Stations
AP - Check Detail (9/13/2024)Page 30 of 42
110
Last Name Acct 1 Amount Check Date Description
1,007.55 7/16/2024
Office Max/Office Depot 1,007.55
Olivine Yoga LLC Val Roder /101-1560-4343 250.00 9/12/2024 Yoga instructor fee
250.00 9/12/2024
Olivine Yoga LLC Val Roder / 250.00
OLSEN COMPANIES 701-0000-4551 1,110.38 9/5/2024 lift station supplies
1,110.38 9/5/2024
OLSEN COMPANIES 1,110.38
O'Reilly Automotive Inc 700-0000-4140 112.01 9/12/2024 BackRack
O'Reilly Automotive Inc 700-0000-4140 161.68 9/12/2024 Floor Mat
O'Reilly Automotive Inc 701-0000-4140 107.79 9/12/2024 Mat
O'Reilly Automotive Inc 701-0000-4120 62.80 9/12/2024 Battery Core Charge
O'Reilly Automotive Inc 700-0000-4140 16.57 9/12/2024 Fuel Cap
O'Reilly Automotive Inc 701-0000-4140 161.69 9/12/2024 Floor Mat
O'Reilly Automotive Inc 101-1550-4140 -10.29 9/12/2024 Air Temp Sensor
O'Reilly Automotive Inc 700-0000-4140 107.79 9/12/2024 Mat
720.04 9/12/2024
O'Reilly Automotive Inc 720.04
Pantone 101-1125-4360 89.99 7/16/2024 Pantone subscription (Connection)
89.99 7/16/2024
Pantone 89.99
Papa Murphy's 101-1807-4130 19.98 7/16/2024 Kids night pizza
AP - Check Detail (9/13/2024)Page 31 of 42
111
Last Name Acct 1 Amount Check Date Description
19.98 7/16/2024
Papa Murphy's 19.98
Party City 101-1120-4110 20.16 7/16/2024 Paper Plates
20.16 7/16/2024
Party City 20.16
Pearson Charles & Mary 101-0000-2072 2,500.00 9/12/2024 As built escrow 351 Joanna Drive #601968
2,500.00 9/12/2024
Pearson Charles & Mary 2,500.00
Phase Intl 101-1220-4142 791.00 7/16/2024 Binder Lift
791.00 7/16/2024
Phase Intl 791.00
Postmaster 101-1120-4330 54.40 7/16/2024 Stamps for Rec Center + FD
Postmaster 720-0000-4300 9.68 7/16/2024 Certified Mailing
Postmaster 720-0000-4300 6.03 7/16/2024 Certified Mailing
70.11 7/16/2024
Postmaster 70.11
PRAIRIE RESTORATIONS INC 101-1550-4574 385.00 9/5/2024 Prairie Restorations- Century Blvd.
PRAIRIE RESTORATIONS INC 101-1550-4574 1,032.00 9/5/2024 Prairie Restorations- IPM Site Visits
1,417.00 9/5/2024
PRAIRIE RESTORATIONS INC 101-1550-4574 335.00 9/12/2024 Prairie Restorations- WWTP Visit
AP - Check Detail (9/13/2024)Page 32 of 42
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Last Name Acct 1 Amount Check Date Description
335.00 9/12/2024
PRAIRIE RESTORATIONS INC 1,752.00
PRECISE MRM LLC 101-1320-4310 294.00 9/12/2024 AVL for plow trucks
294.00 9/12/2024
PRECISE MRM LLC 294.00
PSI Services, LLC 101-1220-4370 175.00 7/16/2024 UAG Drone Test
175.00 7/16/2024
PSI Services, LLC 175.00
PumpAlarm.com 700-0000-4550 49.99 7/16/2024 JC Reservoir Alarm Backup
49.99 7/16/2024
PumpAlarm.com 49.99
QUEST SOFTWARE INC 101-1160-4205 2,747.80 9/12/2024 Rapid Recovery Backup Annual Renewal
2,747.80 9/12/2024
QUEST SOFTWARE INC 2,747.80
Quik Stage Inc 101-1620-4260 5,468.76 7/16/2024 Summer Concert Stage
5,468.76 7/16/2024
Quik Stage Inc 5,468.76
REACH FOR RESOURCES 101-1600-4348 9,939.40 9/12/2024 Inclusion services overages
AP - Check Detail (9/13/2024)Page 33 of 42
113
Last Name Acct 1 Amount Check Date Description
9,939.40 9/12/2024
REACH FOR RESOURCES 9,939.40
RUFFRIDGE JOHNSON EQUIPMENT CO 101-1320-4120 1,165.30 9/5/2024 Bomag roller parts
1,165.30 9/5/2024
RUFFRIDGE JOHNSON EQUIPMENT CO 1,165.30
Sam's Club 101-1560-4112 152.69 7/16/2024 Cookie Tray/Clementines/Caesar Salad/Chili/Watermelon
152.69 7/16/2024
Sam's Club 152.69
Senja Inc 101-1539-4343 81.60 9/5/2024 Tai Chi instruction
81.60 9/5/2024
Senja Inc 81.60
Seton Indentification Products 101-1160-4134 585.80 7/16/2024 Asset tags
585.80 7/16/2024
Seton Indentification Products 585.80
SHERWIN WILLIAMS 700-0000-4150 33.39 9/5/2024 paint brushes for hydrants
33.39 9/5/2024
SHERWIN WILLIAMS 33.39
Shred-N-Go Inc 720-7201-4300 1,450.00 9/5/2024 Summer Paper Shredding Event
AP - Check Detail (9/13/2024)Page 34 of 42
114
Last Name Acct 1 Amount Check Date Description
1,450.00 9/5/2024
Shred-N-Go Inc 1,450.00
Smartpress.com 101-1620-4340 166.15 7/16/2024 Concert Series magnets
Smartpress.com 101-1560-4340 144.53 7/16/2024 Retractable banners to advertise new Senior Center
Smartpress.com 101-1110-4375 201.11 7/16/2024 Banners for Civic Campus project
511.79 7/16/2024
Smartpress.com 511.79
Southwest Metro Chamber of Commerce 101-1560-4300 250.00 7/16/2024 Commission on Aging Booth-Chanhassen Expo July 4
250.00 7/16/2024
Southwest Metro Chamber of Commerce 250.00
Southwest Rental & Sales 101-1320-4410 1,320.63 9/12/2024 Storm Cleanup
1,320.63 9/12/2024
Southwest Rental & Sales 1,320.63
Stampli 101-1130-4300 1,362.00 7/16/2024 Stampli-Monthly AP Service Fee
1,362.00 7/16/2024
Stampli 1,362.00
Stratoguard, LLC 101-1160-4205 230.56 7/16/2024 Proofpoint Email Filtering Service - June
230.56 7/16/2024
Stratoguard, LLC 230.56
AP - Check Detail (9/13/2024)Page 35 of 42
115
Last Name Acct 1 Amount Check Date Description
SUBURBAN RATE AUTHORITY 101-1310-4360 1,464.00 9/11/2024 2nd Half Membership Assessment Due
1,464.00 9/11/2024
SUBURBAN RATE AUTHORITY 1,464.00
SUMMIT FIRE PROTECTION 414-4010-4702 24,130.00 9/12/2024 Pay App #1 Civic Campus
24,130.00 9/12/2024
SUMMIT FIRE PROTECTION 24,130.00
Sun Life Financial 700-0000-2011 47.33 9/5/2024 Life Insurance-September
Sun Life Financial 701-0000-2015 62.34 9/5/2024 LTD-September
Sun Life Financial 101-0000-2011 120.92 9/5/2024 Life Insurance-September
Sun Life Financial 701-0000-2011 30.08 9/5/2024 Life Insurance-September
Sun Life Financial 700-0000-2037 108.28 9/5/2024 Life Insurance-September
Sun Life Financial 720-0000-2011 19.34 9/5/2024 Life Insurance-September
Sun Life Financial 700-0000-2015 96.43 9/5/2024 LTD-September
Sun Life Financial 101-0000-2015 1,300.43 9/5/2024 LTD-September
Sun Life Financial 101-0000-2011 658.65 9/5/2024 Life Insurance-September
Sun Life Financial 720-0000-2015 38.26 9/5/2024 LTD-September
Sun Life Financial 701-0000-2037 108.28 9/5/2024 Life Insurance-September
Sun Life Financial 101-0000-2037 1,170.73 9/5/2024 Life Insurance-September
3,761.07 9/5/2024
Sun Life Financial 3,761.07
Target 101-1530-4130 12.39 7/16/2024 Hershey's Kemps
Target 101-1540-4130 9.72 7/16/2024 Everspring
Target 101-1806-4130 12.58 7/16/2024 End of season freeze pops
Target 101-1616-4130 56.23 7/16/2024 Skinnypop Popcorn
Target 101-1616-4130 16.98 7/16/2024 Cookies Frito Lay
Target 101-1616-4130 11.98 7/16/2024 Popsicle
Target 101-1616-4130 24.71 7/16/2024 Chocolate Frosting Old Dutch Pretzel Rods
Target 101-1616-4130 12.98 7/16/2024 Mott's Assorted Fruit Flavored Snacks
Target 101-1616-4130 8.88 7/16/2024 Gatorade Frost Glacier Freeze Sport Drink
Target 700-7019-4160 11.88 7/16/2024 BM Up & UP Bandage
Target 101-1616-4130 19.90 7/16/2024 Chocolate Frosting Vanilla Frosting
AP - Check Detail (9/13/2024)Page 36 of 42
116
Last Name Acct 1 Amount Check Date Description
Target 101-1616-4130 11.07 7/16/2024 Old Dutch Pretzel Rods
209.30 7/16/2024
Target 209.30
Taylor Electric Company, LLC 101-1350-4565 2,075.00 9/12/2024 street light repair
Taylor Electric Company, LLC 101-1350-4565 1,097.00 9/12/2024 BR damaged city streetlight on CIP project
3,172.00 9/12/2024
Taylor Electric Company, LLC 3,172.00
Terminal Supply Inc 101-1320-4120 289.50 9/12/2024 plow markers
289.50 9/12/2024
Terminal Supply Inc 289.50
The Business Journal 101-1120-4360 180.00 7/16/2024 Business Journal Subscription
180.00 7/16/2024
The Business Journal 180.00
The Garden By The Woods 101-1550-4150 131.67 7/16/2024 GB Planters Replacements
The Garden By The Woods 101-1550-4150 198.50 7/16/2024 GB Planters Replacements
330.17 7/16/2024
The Garden By The Woods 330.17
The Mustard Seed 101-1550-4150 67.96 7/16/2024 GB Plant Mix (Repair)
The Mustard Seed 101-1550-4150 120.00 7/16/2024 GB Sod Repair
187.96 7/16/2024
AP - Check Detail (9/13/2024)Page 37 of 42
117
Last Name Acct 1 Amount Check Date Description
The Mustard Seed 187.96
TimeSaver Off Site Secretarial, Inc 101-1125-4300 167.00 9/5/2024 Minutes for CC and EDA
167.00 9/5/2024
TimeSaver Off Site Secretarial, Inc 167.00
TonkaDecks.com 101-0000-2073 500.00 9/12/2024 Erosion escrow 1741 Wood Duck Ln #599527
500.00 9/12/2024
TonkaDecks.com 500.00
True Plumbing Solutions MN LLC 101-1550-4510 1,344.00 9/12/2024 Lake Susan-Toilet Repair
1,344.00 9/12/2024
True Plumbing Solutions MN LLC 1,344.00
TruNorth Solar LLC 101-0000-2073 250.00 9/12/2024 Erosion escrow 6251 Teton Ln #614568
TruNorth Solar LLC 101-0000-2073 500.00 9/12/2024 Erosion escrow 8009 Cheyenne Ave #605716
750.00 9/12/2024
TruNorth Solar LLC 750.00
Turo Inc 101-1120-4381 672.31 7/16/2024 Car rental for ICMA AI conference
672.31 7/16/2024
Turo Inc 672.31
Twins Ballpark LLC 101-1560-4342 2,228.00 7/16/2024 Twins Game tickets
2,228.00 7/16/2024
AP - Check Detail (9/13/2024)Page 38 of 42
118
Last Name Acct 1 Amount Check Date Description
Twins Ballpark LLC 2,228.00
U of M Contlearning 720-0000-4370 225.00 7/16/2024 EC Training for Intern - required by MPCA
225.00 7/16/2024
U of M Contlearning 225.00
Uber 101-1310-4381 43.63 7/16/2024 CH Strong Towns Conference - Uber
Uber 101-1310-4381 5.60 7/16/2024 CH Strong Towns Conference - Uber
49.23 7/16/2024
Uber 49.23
United Laboratories 101-1550-4150 680.95 9/5/2024 Wasp spray garbage deodorizer (Restock)
680.95 9/5/2024
United Laboratories 680.95
US Bank Rebate 101-1130-3903 -3,480.37 7/16/2024 US Bank Rebate
-3,480.37 7/16/2024
US Bank Rebate -3,480.37
VERIZON WIRELESS 101-1310-4310 261.16 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1520-4310 52.00 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1600-4310 249.34 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 700-0000-4310 612.94 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1420-4310 169.90 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1250-4310 306.25 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1550-4310 456.22 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1312-4310 128.69 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1370-4310 89.49 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1170-4310 46.23 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 701-0000-4310 468.19 9/4/2024 Telephone & Communication Charges
AP - Check Detail (9/13/2024)Page 39 of 42
119
Last Name Acct 1 Amount Check Date Description
VERIZON WIRELESS 101-1530-4310 41.23 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1110-4310 40.01 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1320-4310 356.66 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1540-4310 40.01 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1220-4310 740.00 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1160-4310 138.69 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 720-0000-4310 373.76 9/4/2024 Telephone & Communication Charges
VERIZON WIRELESS 101-1120-4310 152.48 9/4/2024 Telephone & Communication Charges
4,723.25 9/4/2024
VERIZON WIRELESS 4,723.25
Vertex Unmanned Solutions, LLC 101-1220-4370 1,393.00 9/5/2024 Part 107 Certification training
1,393.00 9/5/2024
Vertex Unmanned Solutions, LLC 1,393.00
VESSCO INC 700-7043-4120 365.75 9/12/2024 valve for west water treatment
365.75 9/12/2024
VESSCO INC 365.75
VIKING ELECTRIC SUPPLY 701-0000-4551 3.30 9/5/2024 lift station supplies
3.30 9/5/2024
VIKING ELECTRIC SUPPLY 3.30
Wendy's 101-1310-4381 7.94 7/16/2024 CH Strong Towns Conference - Meal
7.94 7/16/2024
Wendy's 7.94
WM MUELLER & SONS INC 720-7207-4150 42.00 9/5/2024 storm water repair spoils
AP - Check Detail (9/13/2024)Page 40 of 42
120
Last Name Acct 1 Amount Check Date Description
WM MUELLER & SONS INC 720-7207-4150 192.00 9/5/2024 spoil from stormwater repairs
WM MUELLER & SONS INC 101-1320-4157 695.13 9/5/2024 pothole patching
929.13 9/5/2024
WM MUELLER & SONS INC 720-7207-4150 280.00 9/12/2024 spoils from stormwater project
WM MUELLER & SONS INC 101-1320-4157 605.52 9/12/2024 pothole patching
WM MUELLER & SONS INC 101-1320-4157 224.00 9/12/2024 pothole patching
WM MUELLER & SONS INC 101-1320-4157 308.85 9/12/2024 pothole patching
1,418.37 9/12/2024
WM MUELLER & SONS INC 2,347.50
WSB & ASSOCIATES INC 601-6140-4300 30,585.18 9/12/2024 Galpin Blvd-75%
WSB & ASSOCIATES INC 601-6040-4300 10,195.06 9/12/2024 Galpin Blvd-25%
40,780.24 9/12/2024
WSB & ASSOCIATES INC 40,780.24
XCEL ENERGY INC 101-1350-4320 21,296.07 9/4/2024 Electric Charges
XCEL ENERGY INC 101-1600-4320 300.76 9/4/2024 Electric Charges
XCEL ENERGY INC 101-1540-4320 2,034.87 9/4/2024 Electric Charges
XCEL ENERGY INC 101-1600-4320 19.31 9/4/2024 Electric Charges
XCEL ENERGY INC 700-0000-4320 77.45 9/4/2024 Electric Charges
XCEL ENERGY INC 101-1550-4320 -397.47 9/4/2024 Electric Charges
23,330.99 9/4/2024
XCEL ENERGY INC 23,330.99
ZIEGLER INC 101-1320-4120 6.34 9/5/2024 bulbs
6.34 9/5/2024
ZIEGLER INC 6.34
Zoom 101-1160-4207 86.70 7/16/2024 Monthly Zoom charge
AP - Check Detail (9/13/2024)Page 41 of 42
121
Last Name Acct 1 Amount Check Date Description
86.70 7/16/2024
Zoom 86.70
1,144,176.10
AP - Check Detail (9/13/2024)Page 42 of 42
122
City Council Item
September 23, 2024
Item Consider Avienda Townhomes Preliminary Plat and Final Plat Approval
File No.24-17 Item No: D.6
Agenda Section CONSENT AGENDA
Prepared By Eric Maass, Community Development Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves the requested Preliminary Plat and Final Plat for Avienda
Townhomes Addition subject to the Findings of Fact and Decision and subject to Developer
executing the Development Contract for the Plat."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The Avienda Townhomes project is currently under construction with some homes already completed.
The Plat is proposed to be updated due to Minnesota Building Code section 401.4 "Intake Opening
Location" which requires a distance of ten (10) feet from an exterior vent to a property line or buildings
on the same lot. Charles Cudd had intended to have the intake opening locations to the homes in the side
yard however adequate space is not available that would adhere to section 401.4. As a result, the
revised Plat as proposed increases each of the lot sizes in terms of square footage but more specifically
increases each of the depths of the lot so that each lot has at least 10'0" to the rear property line so as to
adhere with Building Code section 401.4 No other changes are proposed with the revised platting.
BACKGROUND
DISCUSSION
123
The Planning Commission held a public hearing on September 17th. The meeting minutes for the
September 17th Planning Commission meeting were not yet available as of the publishing of this
meeting packet and as a result a summary of the comments are provided below:
- No public comment received during the public hearing.
BUDGET
RECOMMENDATION
The Planning Commission recommended unanimous approval of the requested Preliminary Plat and
Final Plat for Avienda Townhomes Addition.
ATTACHMENTS
Land Use Application
Avienda Townhomes Addition Plat Submittal
Preliminary Plat - 2024 Submittal
Preliminary Plat - 2021 Approval
Staff Report
City Council Findings of Fact and Decision
Affidavit of Public Hearing Notice
Affidavit of Mailing for Public Hearing
124
125
126
AVIENDA TOWNHOMES
CHANHASSEN, MINNESOTA
NORTH
NO SCALE
AREA LOCATION MAP
ABBREVIATIONS
MODULAR RETAINING WALL
FIELDSTONE RETAINING WALL
NEW
CATV UNDERGROUND CABLE/TV
EXISTING DESCRIPTION DESCRIPTION
STORM SEWER
WATERMAIN
FORCE MAIN
SANITARY SEWER-WASTE
ROOF DRAIN SYSTEM
GAS LINE-UNDERGROUND
FIRE LINE (IF SEPARATE)
FIRE DEPT. CONNECTION
SOIL SUBDRAIN
TELEPHONE-UNDERGROUND
ELECTRIC-UNDERGROUND
LAWN SPRINKLER SLEEVE
>
>
>>
RIPRAP
>>
FM
STS
RD
GATE VALVE
WTR
SAN
BLDG.
FIRE
GAS
HYD
TELE
ELEC
X"SSD
LSS
C.O.
MAJOR CONTOUR
BUILDING
SPOT ELEVATION
120
CONCRETE
SLOPE DIRECTION
CONCRETE CURB
GUARD RAIL
FENCING
CONCRETE RETAINING WALL
HEIGHT, TYPE
POWER POLE
LIGHT STANDARD
EXIT LOCATION
UNDERGROUND STRUCTURE
EDGE OF PAVEMENT
BOLLARD
CANOPY/OVERHANG
BIT. EDGE
FES
CATCH BASIN
MANHOLE
SYMBOLS
LANDSCAPING
GRAVEL
FLAG POLE
>
>>
POWERPOLE
GUARD POST
GAS METER
TREES
TRAFFIC SIGN
WATER MAIN
SANITARY SEWER LINE
STORM SEWER LINE
OVERHEAD ELECTRIC
MAJOR CONTOUR
SPOT ELEVATION
CONCRETE
BUILDING
CANOPY / OVERHANG
120
GM
12"STS
8"SAN
LT
FENCING
CONCRETE CURB
RETAINING WALL
OE
MANHOLE
WATER VALVE
FIRE HYDRANT
FLARED END SECTION
CATCH BASIN
6"WTR
XX
HEIGHT, TYPE
1 NOTE NUMBER
GUY WIRE
IRON MONUMENT FOUND
WATER SHUT-OFF VALVE
l l
MEASURED DISTANCE
DISTANCE PER RECORDED PLAT
UNDERGROUND TELEPHONEUT
UNDERGROUND ELECTRICUE
GAS LINEG
PAVING BLOCK
PAVING BLOCK
SET 1/2" X 14" IRON PIPE
TRANSFORMER
TREE LINE
MB
MAILBOX
SURVEY DISK (BENCHMARK)
WSO
BITUMINOUS
SOIL BORING
B-X
123.45
%1.00
234.5
LIGHT POLE
MINOR CONTOUR123MINOR CONTOUR123
SILT FENCE
SYMBOL DESCRIPTION
REVISED AREA (THIS ISSUE)
REVISION - ADDENDUM, BULLETIN, ETC.
NOTE REFERENCE
LARGE SHEET DETAIL
COORDINATE POINT
PARKING STALL COUNT
DESCRIPTIONSYMBOL
EROSION CONTROL SYMBOLS
DRAWING SYMBOLS
n n n
LEGAL DESCRIPTION
BENCHMARK
INLET PROTECTION
C21
C7.3
1
12
2
SITE BENCHMARK:
BM-1 : TOP NUT OF HYDRANT
LOCATION: SOUTHEAST QUADRANT OF POWERS BLVD. & LYMAN BLVD.
ELEVATION = 921.32 )
BM-2 : TOP NUT OF HYDRANT
LOCATION: WESTERLY SIDE OF POWERS BLVD, 1,960 FT SOUTH OF LYMAN BLVD.
ELEVATION = 913.82 )
Outlot B, C, D, E, and F Avienda Townhomes, Carver County, Minnesota.
Block 1, Lots 1-5; Block 2, Lots 1-3; Block 3, Lots 1-7; Block 4, Lots 1-5; Block 5, Lots 1-11; Block 6, Lots 1-8.
3
DESCRIPTIONSHEET NO.
CIVIL & LANDSCAPE TITLE SHEET
PRELIMINARY PLAT
EXISTING CONDITIONS
SITE PLAN OVERALL
SITE PLAN NORTH
SITE PLAN SOUTH
TYPICAL STREET SECTIONS
GRADING, DRAINAGE,
& EROSION CONTROL OVERALL
GRADING, DRAINAGE,
& EROSION CONTROL NORTH
GRADING, DRAINAGE,
& EROSION CONTROL SOUTH
GRADING, DRAINAGE,
& EROSION CONTROL ENLARGED
SWPPP
BASIN 31P CROSS SECTIONS
BASIN 25P CROSS SECTIONS
UTILITIES - OVERALL
MILLS LANE NW STREET & STORM
MILLS LANE NW STREET & STORM
BLOCK 1 REAR YARDS STORM
BLOCK 1 REAR YARDS STORM
MILLS DRIVE STREET
MILLS DRIVE STREET & STORM
BLOCK 2 REAR YARDS STORM
AVIENDA LANE SOUTH STREET
AVIENDA LANE SOUTH STREET
AVIENDA LANE SOUTH STORM
MILLS LANE NW SANITARY & WATER
MILLS LANE NW SANITARY & WATER
MILLS DRIVE SANITARY & WATER
MILLS DRIVE SANITARY & WATER
AVIENDA LANE SOUTH SANITARY & WATER
AVIENDA LANE SOUTH SANITARY & WATER
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
LANDSCAPE PLAN - OVERALL
ENLARGED LANDSCAPE PLAN - NORTH 'A'
ENLARGED LANDSCAPE PLAN - NORTH 'B'
ENLARGED LANDSCAPE PLAN - SOUTH
LANDSCAPE BUFFERS
PHOTOMETRICS PLAN
LANDSCAPE DETAILS
CERTIFICATIONS
CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX
OWNER
C0.1
C0.2
C1.1
C2.1
C2.1A
C2.1B
C2.2
C3.1
C3.1A
C3.1B
C3.1C
C3.2
C3.3A
C3.3B
C4.1
C5.1A
C5.1B
C5.1C
C5.1D
C5.2A
C5.2B
C5.2C
C5.3A
C5.3B
C5.3C
C6.1A
C6.1B
C6.2A
C6.2B
C6.3A
C6.3B
C7.1
C7.2
C7.3
C7.4
C7.5
L2.1
L2.2A
L2.2B
L2.4
L2.5
L4.1
L7.1
PROJECT CONTACTS
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COMPOST/BIO LOG))))))))))))))))))))
D Angle
&And
@ At
100 YR.100 Year Flood Elevation
A.B.Anchor Bolt
A.D.Area Drain
A/C Air Conditioning Unit
ADD.Addendum
ADDL.Additional
ADJ.Adjacent / Adjust
AHU Air Handling Unit
ALT.Alternate
ALUM.Aluminum
ANOD.Anodized
APPROX.Approximate
ARCH Architect / Architectural
AUTO.Automatic
AVG.Average
B.C.Back of Curb
B/W Bottom of Wall
BFE Basement Floor Elevation
BIT Bituminous (Asphaltic)
BLDG Building
BM Benchmark
BSMT.Basement
C.F.Cubic Feet
C.F.S.Cubic Feet Per Second
C.G.Corner Guard
C.J.Control Joint
C.L.Centerline
C.M.U.Concrete Masonry Unit
C.O.Cleanout
C.O.E.U.S. Army Corps Of Engineers
C.Y.Cubic Yards
CB Catch Basin
CBMH Catch Basin Manhole
CEM.Cement
CIP Cast Iron Pipe
CMP Corrugated Metal Pipe
CONC.Concrete (Portland)
CONN.Connection
CONST.Construction
CONT.Continuous
CONTR.Contractor
COP.Copper
CU.Cubic
D.S.Down Spout
DEG.Degree
DEMO.Demolition / Demolish
DEPT.Department
DET.Detail
DIA.Diameter
DIAG.Diagonal
DIM.Dimension
DIP Ductile Iron Pipe
DN Down
DWG.Drawing
E.East
E.J.Expansion Joint
E.O.Emergency Overflow
E.O.S.Emergency Overflow Swale
E.W.Each Way
EA.Each EL.Elevation
ELEC.Electrical
ELEV.Elevation
EMER.Emergency
ENGR.Engineer
ENTR.Entrance
EQ.Equal
EQUIP.Equipment
EQUIV.Equivalent
EXIST.Existing
EXP.Expansion
F & I Furnish and Install
F.B.O.Furnished by Others
F.C.Face of Curb
F.D.Floor Drain
F.D.C.Fire Department Connection
F.V.Field Verify
FB Full Basement
FBWO Full Basement Walk Out
FBLO Full Basement Look Out
FDN.Foundation
FES Flared End Section
FFE Finished Floor Elevation
FLR.Floor
FT. OR (')Foot
FUT.Future
G.B.Grade Break
G.C.General Contractor
GAL.Gallon
GALV.Galvanized
GFE Garage Floor Elevation
GL.Glass
GR.Grade
H.Height
H.P.High Point
HDPEP High Density Polyethylene Pipe
HGT.Height
HORIZ.Horizontal
HVAC Heating, Ventilation, Air Conditioning
HYD Hydrant
I.D.Inside Dimension OR Identification
I.E. or IE Invert Elevation
IN. OR (")Inches
INFO.Information
INL.Inlet Elevation
INSUL.Insulation
INV.Invert Elevation
JT.Joint
L.F.Linear Feet
L.P.Low Point / Liquid Petroleum
LB.Pound
LGU Local Government Unit
LB.Pound
LB.Longitudinal
LT.Light / Lighting
MAINT.Maintenance
MAS.Masonry
MATL.Material
MAX.Maximum
MECH Mechanical
MED.Medium
MFR.Manufacturer
MH Manhole
MIN.Minimum / Minute
MISC.Miscellaneous
MNDOT Minnesota Department Of Transportation
MOD.Module / Modular
MUL.Mullion
N.North
N.I.C.Not In Contract
NO. OR #Number
NOM Nominal
NTS Not to Scale
NWE Normal Water Elevation
NWL Normal Water Level
O.F.On Center
O.G.Outside Dimension
O.H.Overhead Electric
OH.Overhead
OHWL Ordinary High Water Level
OPNG.Opening
ORIG.Original
P.C.Point of Curvature
P.I.Point of Intersection
PIV Post Indicator Valve
P.L. OR P/L Property Line
P.O.B.Point of Beginning
P.S.F.Pounds Per Square Foot
P.S.I.Pounds Per Square Inch
P.T.Point of Tangency
P.V.C.Point of Vertical Curvature
P.V.I.Point of Vertical Intersection
P.V.T.Point of Vertical Tangency
PE Polyethylene
PED.Pedestal / Pedestrian
PERF.Perforated
PREP.Preparation
PROJ.Project
PROP.Proposed
PVC Poly-Vinyl-Chloride (Piping)
PVMT.Pavement
QTR.Quarter
QTY.Quantity
R Radius
RAD.Radius
RE Rim Elevation (Casting)
R.D.Roof Drain
R.E.Remove Existing
R.O.Rough Opening
R.P.Radius Point
RC Reinforced Concrete Pipe
R.S.Rough Slab
RSD Roof Storm Drain
RE.Regarding
REINF.Reinforced
REQ'D Required
REV.Revision / Revised
RGU Regulatory Government Unit
ROW OR R/W Right of Way
S.South
S.F.Square Feet
SAN.Sanitary Sewer
SECT.Section
SE Split Entry /Side Exit
SEWO Split Entry Walk Out /Side Exit Walk Out
SHT.Sheet
SIM.Similar
SLNT.Sealant
SPEC.Specification
SQ.Square
SSD Subsurface drain
STMH Storm Sewer Manhole
STD.Standard
STRUCT.Structural
SYM.Symmetrical
T Thickness
T/R Top of Rim
T/W Top of Wall
TEMP.Temporary
THK.Thick / Thickness
T.J.Tooled Joint
TNH Top Nut Hydrant
TYP.Typical
U.N.O.Unless Noted Otherwise
V.B.Vapor Barrier
V.C.Vertical Curve
V.I.F.Verify In Field
VER.Verify
VER.Vertical
VEST.Vestibule
W Width
W.PT.Working Point
W.W.F.Welded Wire Fabric
W/With
W/O Without
WO Walk Out
VER.Wetland
WP Waterproof
WETL.Weight
YD.Yard
YR.Year
UNDERGROUND FIBER OPTICFO
EROSION CONTROL BLANKET
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
1
2
SITE
LYMAN BLVDLYMAN BLVDPOWERS BLVDPIONEER TRAIL
AUDUBON RDGREAT PLAINS BLVDHAZELTINE LAKE
LAKE RILEY
101
101
101
14
14
212
212
212
CHANHASSEN, MN
LAKE SUSAN
18
17
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF
MINNESOTA.
STEVE SABRASKI, P.E.
LICENSE NUMBER:DATE: 08/23/2024
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOSHUA K. POPEHN, RLA
LICENSE NUMBER:DATE: 08/23/2024
47165
44803
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C001SCD001.DWG
CIVIL & LANDSCAPE
TITLE SHEET
C0.1
LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
TEL 612-812-7020
CONTACT: MARK NORDLAND
EMAIL: mnordland@nordlandpartners.com
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: STEVE SABRASKI
CIVIL ENGINEER
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: LARRY HUHN
SURVEYOR
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
CONTACT: JOSH POPEHN
LANDSCAPE ARCHITECT
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TEL:
FAX:
CITY PLANNER
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
KATE AANENSON
kaanenson@ci.chanhassen.mn.us
952-227-1139
952-227-1110
TEL:
FAX:
BUILDING OFFICIAL
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
ERIC TESSMAN
etessman@ci.chanhassen.mn.us
952-227-1180
952-227-1190
TEL:
FAX:
ELECTRIC
XCEL ENERGY
404 NICOLLET MALL
MINNEAPOLIS, MN 55401
612-330-5500 TEL:
FAX:
TELEPHONE
CENTURYLINK
200 S 5TH ST.
MINNEAPOLIS, MN 55402
866-642-0444TEL:
FAX:
GAS
CENTERPOINT ENERGY
700 LINDEN AVE W.
MINNEAPOLIS, MN 55403
NewConstructionServices@CenterPointEnergy.com
800-342-4166
TEL:
FAX:
CITY ENGINEER
CITY OF CHANHASSEN
7700 MARKET BLVD.
P.O. BOX 147
CHANHASSEN, MN 55317
CHARLES HOWLEY
chowley@ci.chanhassen.mn.us
952-227-1160
952-227-1170
SITE / UTILITY CONTACTS
TEL:
FAX:
CITY INSPECTOR
KIMLEY-HORN
767 EUSTIS STREET, SUITE 100
ST. PAUL, MN 55114
BOB SCHMIDT
bob.schmidt@kimley-horn.com
651-643-0413BLUFF
C
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X X X
127
WETLAND 6WETLAND 3WETLAND 4WETLAND 1012345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6OUTLOT COUTLOT DOUTLOT COUTLOT BOUTLOTAOUTLOT EOUTLOT F125.762.193.481.4190.8 55.079.9570.6221.0116.6199.9 849.060.0360.0 277.8256.260.4122.146.382.0331.566.568.0 52.0 161.6 30.985.1107.844.9160.7340.4340.1255.856.337.056.950
.
7
4
3
.
8
83.6244.338.6709.4152
.
11173.514.6 89.0109.2
85.5 89.283.5105.4123.1128.9195.7208.629.664.434.699.099.0 99.099.055.055.055.0 99.055.055.099.055.099.055.099.055.055.055.055.099.055.051.751.799.0101.255.055.0101.255.260.6101.452.066.1101.755.970.5101.753.562.0101.499.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.055.099.055.055.055.099.055.099.055.055.099.055.0 99.051.751.755.055.099.055.055.099.055.055.099.055.055.099.099.0 55.054.999.0 55.055.055.064.1 3 5 .349.8111.1 55.660.3112.066.155.3108.2 57.064.4108.0 56.556.5108.0 56.556.5108.0 67.455.9113.053.2108.0 70.656.556.5108.0 157.0105.0125.731.4105.0145.0125.7122.3115.231.4145.0
Parcel Table1/12/13/14/15/11/22/23/21/32/33/34/35,1155,3535,1205,4455,4455,445Parcel Table5/36/37/31/42/43/44/45/41/52/53/54/55,4455,445Parcel Table5/56/57/58/59/510/511/51/62/63/64/65/6TotalArea(S.F.)5,4456,6696,5516,1026,103Lot/BlockParcel Table6/67/68/6OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT F6,7996,8186,10366,74727,462139,195207,587992,13367,6315,4455,4455,4455,4455,4395,4455,4455,4455,5675,8575,9786,4085,8575,4455,4455,4455,4455,4455,4455,4455,4455,4456,463Total Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockD&U Area(S.F.)583D&U Area(S.F.)605605605605604605581569605605605D&U Area(S.F.)D&U Area(S.F.)36160560560560560560560563965570263960560560560560560560533732234066,747605395385339340Mills DriveRight of Way31,540027,462139,195207,587992,13367,631PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
PROJECT105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 5533112C002SCD001.DWGPRELIMINARYPLATC0.2NORTH0120240THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot B, C, D, E, and F Avienda Townhomes, Carver County, Minnesota.Block 1, Lots 1-5; Block 2, Lots 1-3; Block 3, Lots 1-7; Block 4, Lots 1-5; Block 5, Lots 1-11; Block 6, Lots 1-8.LOT AREA TABLE128
WETLAND 3
WETLAND 4
BTM=884
100-YR
HWL=884.72
WETLAND
10
BLUFF CREEK BLV
D
.AVIENDA PARKWAYBASIN 21P BASIN 28P
BASIN 47P
BASIN 41.3PBASIN 46P BASIN 31P
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK OVERLAY
DISTRICT PRIMARY
BOUNDARY
WEST-SOUTHPOND 100-YR HWL= 909.23BLUFF CREEK BLVD.SUNSET TRAIL930
935
927928929931
932
933
934
936
920925
930935935935921922923924926927928929
9319329339
3
4
936937925930
935 921922923924926927928929
931
932
933934
934934
936
937
9209
1
8
9
1
9
9
2
1
92
2925920915910905902890
930
930 926927928929
931
931
932
932
933
933
934
934 930925920920925
925930935940940935930905900895890885890 920920
921921
9
2
2
922
922923
9
2
3923 924
916896897905
910
904
906
907
908
909
911
912
913915
9209139149
1
6
916 916917918919921922912
913
914915
910
905
900
895
890
888905
900
895
890
885
880
876925922
915
913
914
916917918919919
8908
9
59009
0
591091
5
8918928
9
3
8
9
4
8
9
6
8
9
7
8
9
8
8
9
9
9
0
1
9
0
2
9
0
3
9
0
49069079089099
1
1
9
1
2
9
1
3
9
1
4
91
6
917 915920913914916917918919921915 920925925925925911912913914916917918919921922923924926926920918919921910905900895893914.78924.33928.10929.27930.63931.61932.85934.56936.62938.61940.58932.64934.53936.70931.16932.04933.79930.18931.96933.33929.10929.97931.71927.79928.82929.71925.44926.95928.16915.52917.89920.10913.18913.64913.28941.16941.60938.37935.30938.83936.75935.46933.75936.08932.16931.61928.77925.06925.86926.42928.649
2
8
.
3
2
917.
2
2
917.10
916.80917.11917.10917.09 916.96916.95916.50
916.90916.40916.49
918.01
917.64917.56 917.19922.0392
1
.
7
1 921.71921.259
2
0
.
0
5
9
2
0
.
5
5
9
1
9
.
4
4
91
8
.
5
0
918.07918.01921.3192
1
.
5
3
922.15921.84922.26923.35923.41923.07922.59923.49923.99923.52
923.19
923.6992
3
.
2
2 919.83919.86919.89 920.08919.85919.60
15" RCPCOCO
OEOEOEOEOEOEOEOEOEOECOCOCABXHH CABXOEOEOEOEOEOEOEOE
15"
R
C
P
15" RCP>I15" RCP
15" RCP15" RCP15" RCPLTLTMB21" RCP 18" RCP 18" RCP 15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCE FO FO FOTW ELEV. 921.2BW ELEV. 918.07
TW ELEV. 930.8
BW ELEV. 927.1
>I>>SSMH
RE=909.0
IE=883.6
SSMH
RE=915.2
IE=884.1
15" RCP
15" RCP15" RCP RIPRAP
CB
RE=913.9
IE=909.8
CB
RE=913.9
IE=909.0 (NW)
IE=908.8 (NE)
IE=906.0 (SE, SW)
CB
RE=909.0
IE=901.3
CB
RE=935.9
IE=931.4(S)
IE=931.3(W)
CB
RE=936.0
IE=931.8
CBRE=925.0
IE=919.4
CBRE=924.8
IE=920.7
15" RCP
>>>>>>>>>>>>>>>>>>>>>>>>UE UE UE UE UE UE UE UE UE UE UE UEB-2B-1
B-4 B-5
B-6
B-8
B-9
B-11
B-13
B-14
B-17
B-18
B-24
B-25
B-26
B-27
B-30
B-31
HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313 N42°43'42"W58.08N00°43'25"E9.76 S00°43'25"W12.95 S47°01'24"W49.70
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
(TYP)
30' CITY WETLAND
BUFFER SETBACK
20' CITY WETLAND
BUFFER
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
20' CITY WETLAND
BUFFER
FO FO FO FO FO FO FO8" PVC@0.53%>EX.8"PLUGIE.=876.67
30' CITY WETLAND
BUFFER SETBACK (TYP)15" RCPCOCO
OEOEOEOEOEOEOEOEOEOECOCOCABXHH CABXOEOEOEOEOEOEOEOE
15"
R
C
P
15" RCP>I15" RCP
15" RCP15" RCP15" RCPLTLTMB21" RCP 18" RCP 18" RCP 15" RCPBOULDERRET. WALWOOD FENCEWROUGHT IRON FENCE FO FO FOTW ELEV. 921.2BW ELEV. 918.07
TW ELEV. 930.8
BW ELEV. 927.1
>I>>SSMH
RE=909.0
IE=883.6
SSMH
RE=915.2
IE=884.1
15" RCP
15" RCP15" RCP RIPRAP
CB
RE=913.9
IE=909.8
CB
RE=913.9
IE=909.0 (NW)
IE=908.8 (NE)
IE=906.0 (SE, SW)
CB
RE=909.0
IE=901.3
CB
RE=935.9
IE=931.4(S)
IE=931.3(W)
CB
RE=936.0
IE=931.8
CBRE=925.0
IE=919.4
CBRE=924.8
IE=920.7
15" RCP
>>>>>>>>>>>>>>>>>>>>>>>>UE UE UE UE UE UE UE UE UE UE UE UEB-2B-1
B-4 B-5
B-6
B-8
B-9
B-11
B-13
B-14
B-17
B-18
B-24
B-25
B-26
B-27
B-30
B-31
HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313 N42°43'42"W58.08N00°43'25"E9.76 S00°43'25"W12.95 S47°01'24"W49.70
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
(TYP)
30' CITY WETLAND
BUFFER SETBACK
20' CITY WETLAND
BUFFER
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
20' CITY WETLAND
BUFFER
FO FO FO FO FO FO FO8" PVC@0.53%>EX.8"PLUGIE.=876.67
30' CITY WETLAND
BUFFER SETBACK (TYP)SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>SAN>SAN>SAN>SAN>SAN>SAN >SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS>>STS >>
STS >>STS >>
S
T
S
>>STS>>STS>>STS
>>
STS
>>
STS>>STS>>STS>>ST
S
>>STS>>STS >>
SAN>ST
S
>>STS>>ST
S>>STS>>STS >>STS >>
STS >>33333333333333333333333333333333334444PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Professional Engineer under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Steven E. SabraskiLicense No.Date: 08/23/202412C101SCD001.DWGEXISTINGCONDITIONSC1.1NORTH0100200Background information shown is from survey by Landform, Minneapolis, MN, on May, 05, 2016 and proposed design plans from theoverall Avienda Development, expressly for this project; City of Chanhassen, Minnesota record drawings; and utility serviceproviders. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall beverified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the EngineerIMMEDIATELY.Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Report prepared by BraunIntertec, Minneapolis, MN, on April 12, 2017.To-be constructed utilities as part of the Avienda Overall Development Plan Set.Overhead electric lines and poles to be removed. Coordinate with electrical company.1.2.3.4.EXISTING CONDITIONS129
MILLS DRIVEMILLS LANE NW AVIENDA LANE S.GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.8
923.3
FBWO
922.8
GF=933.1
925.6
FBWO
925.1
GF=934.5
927.0
FBWO
926.5
GF=935.7
930.2
FBWO
927.7
GF=935.3
927.8
FBWO
927.3
GF=936.3
928.8
FBWO
928.3
GF=936.4
928.9
FBWO
928.4
GF=936.4
928.9
FBWO
928.4
GF=935.5
928.0
FBWO
927.5
GF=934.7
927.2
FBWO
926.7
GF=931.8
931.2(FFE)
SOG
931.6
GF=933.8
926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(FFE)
SOG
934.3
GF=936.3
936.6(FFE)
SOG
936.1
GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6
GF=933.9
934.2(FFE)
SOG
933.7
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8
BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 21P
HWL = 896.40
INFIL. BASIN =
892.50
BTM = 889.50
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 890.80BTM = 887.17NWL = 920.58
HWL = 921.95
UNDERGROUND
BASIN 25P
HWL = 919.63
BTM = 912.63
OUTLOT COUTLOT DOUTLOT C
OUTLOT BOUTLOT AOUTLOT EOUTLOT F580.68S52°50'29"E263.03
S01°56'14"W
BOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1WETLAND 3SEE SHEET C2.1A
SEE SHEET C2.1B
20' PARKING SETBACKBLUFF CREEK BLVD.AVIENDA
P
A
R
K
W
A
Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.30' BUILDING SETBACKL=316.45R=2
4
0
.
0
0
Δ
=
7
5
°
3
2'4
8"N89°38'06"W 125.74Δ=3°38'07"R=978.00L=62.05S86°43'46"W 93.35N01°05'17"E 1540.84
L
=
3
3
1.
5
1
R
=5
3
6.0
0
Δ
=
3
5
°2
6'11"
Δ=87°0
0'
2
9
"
R=5
4.0
0
L=8
2.
0
0
S10°28'50"
E
46.34
L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "
L=277.76 R=1390.00 Δ=11°26'58"
Δ
=
3
°
2
3'4
6
"
R
=
1
1
4
8.0
0
L
=
6
8.0
4Δ=24°58'59"R=370.50L=161.55Δ=3°52'52"R=456.00L=30.89Δ=51°53'57"R=94.00L=85.15Δ=72°39'22"R=85.00L=107.79Δ=49°26'03"R=52.00L=44.86S81°22'40"E 160.66L=340.37R=2355.00Δ=8°16'52"N39°22'33"
W
N60°56'44"W83.49N67°22'49"W105.43N72°45'31"W123.12N77°16'33"W128.86N84°03'11"W 195.69N90°00'00"W 208.59PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C201SCD001.DWG
SITE PLAN
OVERALL
C2.1
NORTH
0 60 120
THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 5 FT.
REAR = 5 FT.
RESIDENTIAL = 30 FT.
PUD EXTERIOR = 30 FT.
BLUFF CREEK = 40 FT.
PARKING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 10 FT.
REAR = 10 FT.
SIDE = 10 FT.
RESIDENTIAL = 20 FT.
(7.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 337,142
124,958
212,184
S.F.
S.F.
S.F.
(7.74 Ac)
IMPERVIOUS
PROPOSED (WEST LOT):
TOTAL
PERVIOUS
EXISTING (WEST LOT):
337,142
0
337,142
S.F.
S.F.
S.F.
100.0%
37.1%
62.9%
100.0%
0.0%
100.0%
OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY.
THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES
BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER.
DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.
AVIENDA PHASE 1 CONSTRUCTION.
2.
3.
4.
5.
GREEN SPACE (LANDSCAPE AREA)
GENERAL NOTES
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
LEGEND
(2.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 119,239
45,382
73,857
S.F.
S.F.
S.F.
(2.74 Ac)
IMPERVIOUS
PROPOSED (SOUTH LOT):
TOTAL
PERVIOUS
EXISTING (SOUTH LOT):
119,239
0
119,239
S.F.
S.F.
S.F.
100.0%
38.1%
61.9%
100.0%
0.0%
100.0%
130
MILLS DRIVEMILLS LANE NW GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8
923.3
FBWO
922.8
GF=933.1
925.6
FBWO
925.1
GF=934.5
927.0
FBWO
926.5
GF=935.7
930.2
FBWO
927.7
GF=935.3
927.8
FBWO
927.3
GF=936.3
928.8
FBWO
928.3
GF=936.4
928.9
FBWO
928.4
GF=936.4
928.9
FBWO
928.4
GF=935.5
928.0
FBWO
927.5
GF=934.7
927.2
FBWO
926.7
GF=931.8
931.2(FFE)
SOG
931.6
GF=933.8
926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(FFE)
SOG
934.3
GF=936.3
936.6(FFE)
SOG
936.1
GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6
GF=933.9
934.2(FFE)
SOG
933.7
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8
BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P
HWL = 896.40
INFIL. BASIN = 892.50
BTM = 889.50
UNDERGROUND
BASIN 25P
HWL = 919.63
BTM = 912.63
OUTLOT COUTLOT C
OUTLOT B580.68S52°50'29"EBOULDERRET. WALXXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1>>>>20.5'20.5'20.5'20.5'20.5'20.5'20.5'17.8'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'20.5'
20.5'
20.5'20.5'20.5'20.5'20.5'20.5'20.5'
20.5'20.5'20.5'20.5'
DRAINAGE AND
UTILITY EASEMENT
DRAINAGE AND
UTILITY EASEMENT
DRAINAGE AND
UTILITY EASEMENT
AVIENDA
P
A
R
K
W
A
Y16.
4
5R=
2
4
0
.
0
0
Δ
=
7
5
°
3
2'48
"
N01°05'17"E 1540.84
S10°28'50"
E
46.34
L =4 3 8 .7 2 R =18 15 .0 0 Δ =13 °5 0 '5 8 "
L=277.76 R=1390.00 Δ=11°26'58"
20' PARKING SETBACK
30' BUILDING SETBACK 28'B-B31'B-B60
60
"STOP" SIGN
MNMUTCD R1-1
WITH "AVIENDA PARKWAY" & "MILLS LANE
NW" STREET SIGNS PER CITY OF
CHANHASSEN REQUIREMENTS
"STOP" SIGN
MNMUTCD R1-1
WITH "MILLS DRIVE" & "MILLS LANE NW"
STREET SIGNS PER CITY OF
CHANHASSEN REQUIREMENTS
CONSTRUCTION
LIMITS
5
5
5CONSTRUCTION
LIMITS
NO PARKING SIGN
MNMUTCD R8-3
NO PARKING SIGN
MNMUTCD R8-3 NO PARKING SIGN
MNMUTCD R8-3
"STOP" SIGN
MNMUTCD R1-1
WITH "MILLS DRIVE" & "AVIENDA
PARKWAY" STREET SIGNS PER CITY OF
CHANHASSEN REQUIREMENTS
(2) TEMPORARY TYPE
111 BARRICADE TO BE
REMOVED AFTER
CONSTRUCTION OF
MILLS DRIVE
ADD 10' X 2'
CROSSWALK
ADD 10' X 2'
CROSSWALK
ADD 5' X 2'
CROSSWALK
DRAINAGE AND
UTILITY EASEMENT
ADD 2' X 12'
STOP BAR
ADD 2' X 12'
STOP BAR
ADD 2' X 12'
STOP BAR
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C201SCD001A.DWG
SITE PLAN
NORTH
C2.1A
NORTH
0 40 80
THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 5 FT.
REAR = 5 FT.
RESIDENTIAL = 30 FT.
PUD EXTERIOR = 30 FT.
BLUFF CREEK = 40 FT.
PARKING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 10 FT.
REAR = 10 FT.
SIDE = 10 FT.
RESIDENTIAL = 20 FT.
(7.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 337,142
124,958
212,184
S.F.
S.F.
S.F.
(7.74 Ac)
IMPERVIOUS
PROPOSED (WEST LOT):
TOTAL
PERVIOUS
EXISTING (WEST LOT):
337,142
0
337,142
S.F.
S.F.
S.F.
100.0%
37.1%
62.9%
100.0%
0.0%
100.0%
OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY.
THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES
BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER.
DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.
AVIENDA PHASE 1 CONSTRUCTION.
2.
3.
4.
5.
GREEN SPACE (LANDSCAPE AREA)
GENERAL NOTES
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
LEGEND
(2.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 119,239
45,382
73,857
S.F.
S.F.
S.F.
(2.74 Ac)
IMPERVIOUS
PROPOSED (SOUTH LOT):
TOTAL
PERVIOUS
EXISTING (SOUTH LOT):
119,239
0
119,239
S.F.
S.F.
S.F.
100.0%
38.1%
61.9%
100.0%
0.0%
100.0%
131
AVIENDA LANE S.
GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5 1
2
3 4 5 6 7
8
BLOCK 6 HWL = 916.73BTM = 908.00BASIN 46P
HWL = 890.80
BTM = 887.17
OUTLOT A
OUTLOT E
OUTLOT F
263.03S01°56'14"WBLUFF CREEK BLV
D
.
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK OVERLAY
DISTRICT PRIMARY
BOUNDARYBLUFF CREEK BLVD.6'11"Δ =87°00'29"R =54.00L=82.003'46"1148.00L=68.04Δ =2 4 °5 8 '5 9 "R =3 7 0 .5 0
L =1 6 1 .5 5
Δ =3 °5 2 '5 2 "
R =4 5 6 .0 0
L =3 0 .8 9
Δ =51°53'57"R=94.00L=85.15
Δ=72°3 9 '2 2 "
R=8 5 .0 0
L=10 7 .7 9
Δ =4 9 °2 6'03"R =5 2.00
L =4 4.86
S81°22'40"
E
1
6
0
.
6
6
L=340.37 R=23 55.00 Δ =8°16'5 2"
S89°39'32"E 340.14
N05°33'21"W85.52N3
9
°
2
2
'
3
3
"W
8
9
.
2
1
N6
0
°
5
6
'
4
4
"
W
83.
4
9
N6
7
°
2
2
'
4
9
"
W
105
.
4
3
N72°
4
5
'
3
1
"
W
123.
1
2
N77°16
'
3
3
"
W
128.86
N84°03'11"W 1
9
5
.
6
9
N90°00'00"W 208.59
WET
L
A
N
D
4
12'
12'12'12'
12'
12'
12'
12'28'B-B(2) TYPE 111 BARRICADE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS 5
5
5
5
5
ADD 10' X 2' CROSSWALK
ADD 2' X 12'
STOP BAR
NO PARKING SIGN
MNMUTCD R8-3
NO PARKING SIGN
MNMUTCD R8-3
NO PARKING SIGN
MNMUTCD R8-3
NO PARKING SIGN
MNMUTCD R8-3
NO PARKING SIGN
MNMUTCD R8-3
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C201SCD001B.DWG
SITE PLAN
SOUTH
C2.1B
NORTH
0 40 80
THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 5 FT.
REAR = 5 FT.
RESIDENTIAL = 30 FT.
PUD EXTERIOR = 30 FT.
BLUFF CREEK = 40 FT.
PARKING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 10 FT.
REAR = 10 FT.
SIDE = 10 FT.
RESIDENTIAL = 20 FT.
(7.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 337,142
124,958
212,184
S.F.
S.F.
S.F.
(7.74 Ac)
IMPERVIOUS
PROPOSED (WEST LOT):
TOTAL
PERVIOUS
EXISTING (WEST LOT):
337,142
0
337,142
S.F.
S.F.
S.F.
100.0%
37.1%
62.9%
100.0%
0.0%
100.0%
OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN, OR USE OF, PUBLIC RIGHT-OF-WAY.
THE DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, SHALL BE USED FOR STAKING. DISCREPANCIES
BETWEEN THE DRAWINGS AND THE DIGITAL FILE SHALL BE REPORTED TO THE ENGINEER.
DIMENSIONS SHOWN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.
AVIENDA PHASE 1 CONSTRUCTION.
2.
3.
4.
5.
GREEN SPACE (LANDSCAPE AREA)
GENERAL NOTES
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM PROFESSIONAL SERVICES AT
612.252.9070.
1.
LEGEND
(2.74 Ac)
IMPERVIOUS
PERVIOUS
TOTAL 119,239
45,382
73,857
S.F.
S.F.
S.F.
(2.74 Ac)
IMPERVIOUS
PROPOSED (SOUTH LOT):
TOTAL
PERVIOUS
EXISTING (SOUTH LOT):
119,239
0
119,239
S.F.
S.F.
S.F.
100.0%
38.1%
61.9%
100.0%
0.0%
100.0%
132
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 08/23/2024
1
2
C202SCD001.DWG
TYPICAL STREET
SECTIONS
C2.2
NO SCALE
MILLS DRIVE TYPICAL SECTION
℄ PRIVATE
DRIVE
14'
TO BACK
14'
TO BACK
2 %2 %
SURMOUNTABLE
CONCRETE CURB
DRAIN TILE4" PVC SDR 35 DRAIN TILE
PER PLATE 5232
1.5 : 1
2" MNDOT 2360 SPWEA340C
TACK COAT - 2357
2" MNDOT 2360 SPNWB330C
12" CLASS 5 AGGREGATE BASE
24" MNDOT 3149.2B SELECT GRANULAR BORROW
NO SCALE
MILLS LANE & AVIENDA LANE TYPICAL SECTION21
NO SCALE
MILLS DRIVE TYPICAL SECTION3
1'
133
BLUFF CREEK BLVD.AVIENDA
P
A
R
K
W
A
Y BLUFF CREEK OVERLAYDISTRICT SECONDARYBOUNDARYBLUFF CREEK OVERLAYDISTRICT PRIMARYBOUNDARYBLUFF CREEK BLVD.SUNSET TRAIL
930935927
928
9
2
9
931932933934936920925
9
3
0
9
3
5
9
3
59359219229239249269
2
7
9
2
8
9
2
9
9
3
1
9
3
2
9
3
3 93493
6
9
3
7
925
9309359
2
1
9
2
2
923
924
926
9279289299319329339349349349369379209189199219229
2
5
9
2
0
9
1
5910905902890 930930926
927928929931931932932933933934934930
925
920
920
92592593093594094
0
935930
905
900895890885890 920920
921921
922922922923 923923924
916
896897 9059109049069079089099119129139159209139
1
4
916916916917
918
919
921
92
2 912913914915910905900895890888 905900895890885880876925
922915913914916917918919 919890
895900
905910
915891
892
893894896897898899901902903904906
907
908
909
9119129139149169179159209139149169179189199
2
1
915920925
9
2
5925925
911
912
913
914
916
917
918
919921
922923924926926920918919921910
905
900
895893
STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>
>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>0+00 1+001+6
4
.
7
1
0+001+
0
0
1+
1
1
.
1
0
STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>SAN MH 41-040
SAN MH 41-041
SAN MH 41-035
2+003+004+00 5+00 6+007+007+37.870+001+002+003+00 4+00 5+00 6+00
6+95.
1
6
0+00 1+002+003+004+005+006+007+007+80.79
>>>>>>>>>>>>>>>>>2.9%MILLS DRIVEMILLS LANE NW AVIENDA LANE S.GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=915.4907.4FBWO906.9GF=916.5908.5FBWO908.0GF=917.5909.5FBWO909.0GF=918.4910.4FBWO909.9GF=919.8911.8FBWO911.3GF=921.5913.5FBWO913.0GF=922.5914.5FBWO914.0GF=923.5915.5FBLO918.5GF=930.8
923.3
FBWO
922.8
GF=933.1
925.6
FBWO
925.1
GF=934.5
927.0
FBWO
926.5
GF=935.7
930.2
FBWO
927.7
GF=935.3
927.8
FBWO
927.3
GF=936.3
928.8
FBWO
928.3
GF=936.4
928.9
FBWO
928.4
GF=936.4
928.9
FBWO
928.4
GF=935.5
928.0
FBWO
927.5
GF=934.7
927.2
FBWO
926.7
GF=931.8
931.2(FFE)
SOG
931.6
GF=933.8
926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(FFE)
SOG
934.3
GF=936.3
936.6(FFE)
SOG
936.1
GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6
GF=933.9
934.2(FFE)
SOG
933.7
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8
BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P
HWL = 914.26
BTM = 912.53
BASIN 21P
HWL = 896.40
INFIL. BASIN = 892.50
BTM = 889.50
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 890.80BTM = 887.17BASIN 41.3PHWL = 880.40NWL=875.63NWL = 920.58
HWL = 921.95
UNDERGROUND
BASIN 25P
HWL = 919.63
BTM = 912.63
OUTLOT COUTLOT DOUTLOT C
OUTLOT BOUTLOTAOUTLOT EOUTLOT FOEOEOEOEOEOEOEOEOEOECABXCABXOEOEOEOEOEOEOEOELT
LT
MBG
M
EM2.4" DIA. CAPXXXXXXXXXFOFOFO>>>>>>>>>>>>>>>>>>UEUEUEUEUEUEUEUEUEUEUEB-2B-1B-4B-5B-6B-8B-9B-11B-13B-14B-17B-18B-24B-25B-26B-27B-30B-31WETLAND 6WETLAND 3WETLAND 4WETLAND 10HIGHWAY EASEMENT PER BOOK150 OF DEEDS, PG. 313N42°43'42"W58.08N00°43'25"E9.76S00°43'25"W12.95S47°01'24"W49.7020' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK20' CITY WETLANDBUFFERFOFOFOFOFOFOFO>30' CITY WETLANDBUFFER SETBACK (TYP)REFER TO SHEET C3.1A
REFER TO SHEET C3.1A
PHASE 1 SILT FENCE
PHASE 1 SILT FENCE
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C301SCD001.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - OVERALL
C3.1
NORTH
0 100 200
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and
groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of
Chanhassen at 952-227-1168 for information.
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Reserved.
13.
14.
15.
16.
17.
18.
19.
20.
21.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas
contributing runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent
erosion and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.2 for additional requirements.
Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff
are permanently stabilized.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has
temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket
Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31
MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31
MN Type 25-151 @ 120 lb./ac. - Permanent Turf
Erosion Control Blanket MNDOT 3885
(MNDOT Type 3N)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
e. Curbing
Refer to Detail C7.2/2
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
:Drainage Swale>>
:DECOMPACTION AREAS
134
AVIENDA
P
A
R
K
W
A
Y
BLUFF CREEK BLVD.930935927
928
9
2
9
931932933934936920925
9
3
0
9
3
5
9
3
59359219229239249269
2
7
9
2
8
9
2
9
9
3
1
9
3
2
9
3
3 93493
6
9
3
7
925
9309359
2
1
9
2
2
923
924
926
9279289299319329339349349349369379189199
2
5
9
2
0
9
1
5910905902890 930930926
927928929931931932932933933934934930
925
920
920
92592593093594094
0
935
930
905
900895 920920
921
922922 923923
916
896897
921
92
2
925
9229
2
1
910
905
900
895
893
1+002+003+004+00 5+00 6+007+007+37.870+001+002+003+00
4+00 5+00 6+00
6+95.
1
6
3.0%2.0%2.0%L.P.H.P.2.5%4.5%3.0%13.4%2.0%2.0%2.0%2.0%2.0%7.2%
0+00 1+002+003+0013.2%
3.0%
3.7%2.0%10.0%L.P.
9
2
1 9209229209172.0%2.0%3.0%3.0%11.0%6.8%92
0 92491
3
9
2
3
9259
2
6927
9
2
2
925925926927926 929916914
920918915918
919917925
921925
925
923
921
924
924
921
923930929925
923
928
923
934933
934 934
935
930
925
924
93
5
926
925
924
922
933935
940939
9399
3
7
93
6
936936 927924
926
935934
933924
924
9
2
6
9
3
2
932931928925924931
928 9299249
3
1
930928929924
933934933935934
94021.6416.78G.B.H.P.22.25
22.65
21.21
19.45
17.96
17.04
91
9917 91816.5417.4518.9120.7221.6421.22
1
.
7
21.722.121.937.5237.73H.P.35.0
3
32.38
G.B.25.34G.B.>>>>>>>>>>>>23.4535.11
H.P.
33.77
G.B.23.71G.B.27.30
28.34
30.80
27.10
27.10
26.60
28.00
26.67
24.02
30.10
30.10
30.10
25.31
27.63
29
.
2
8
31.3028.3625.33
31.10
26.28
31.1031.3429.8628.06
31.8031.80
3
0
.
2
4
31.9530.4830.10
33.0033.00
31.5631.8733.3532.4933.34
34.3832.8932.7233.3233.8033.8035.10 35.1036.1034.9234.24
35.5
1
36.0034.8235.50
33.40
35.7035.5635.17
33.88
34.71
34.9833.3032.2931.21 32.6434.3234.04
34.80 34.80 35.4034.1034.1033.20 31.7333.4133.32
30.11
33.20
29.0229.7031.6831.96
21.75 29.0829.70
24.2022.1719.6424.5220.6414.32
26.11
25.5426.14 23.4923.98 22.0022.46 20.8521.3
013.5012.9029.6330.1122.30 22.30
22.80
31.9532.4324.60 24.60
25.11
33.61 33.8226.00 26.00
26.50
34.2834.5526.80 26.80
27.30
34.9235.2127.20 27.20
27.96
35.1635.6327.80 27.80
28.06
35.0035.7328.3027.9027.90
26.61
25.86
25.63
34.2834.7925.65
24.34
26.75 H.P.24.00
26.70
33.9933.49
24.67
32.6433.1425.80
26.20 26.20
22.90
25.00
24.67
25.31
25.25
24.80
23.32
24.33
23.89 3.3%2.7%4.1%
1.6%1.8%0.4%
1.0%3.7%1.8%3:1
3:1
3:1
19.92
920.54 EOF
2.8%
3.7%3.8%
925.67 EOF
8.0%
5.3%
4.8%
2.
8
%4.2%4.7%6.3%4.6%5.8%6.6%6.7%5.1%6.0%4.5%4.7%4.9%4.8%6.0%5.8%5.2%3.2%5.0%4.9%5.2%5.8%4.9%6.5%
2.8%
4.0%
3.7%
3.7
%0.6%25.99 EOFSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS>>STS
>>STS
>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN MH 41-040
SAN MH 41-041
SAN MH 41-035
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE>XX XXX15" RCPCBRE=924.8IE=920.7>>>>B-1B-4B-13B-26B-30WETLAND 320' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK(TYP)20' CITY WETLANDBUFFER>30' CITY WETLANDBUFFER SETBACK (TYP)C7.1
6
CONCRETE
WASHOUT
W
C7.1
2
ROCK
CONSTRUCTION
ENTRANCE
(TYP.)
C7.1
3
SILT
FENCE
(TYP.)
3
(TYP.)
3
(TYP.)EOF36a
36a
36a
36b
36b
36c
36c
EOF
STOCKPILE AREA
REMOVE EXISTING
BARRICADES WHEN MILLS
DRIVE EXTENSION IS
COMPLETE
STOCKPILE
AREA
C3.1C
1
ENLARGED
PLAN #1
C3.1C
2
ENLARGED
PLAN #2
C3.1C
3
ENLARGED
PLAN #3
MILLS DRIVEMILLS LANE NW AVIENDA LANE S.GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8
923.3
FBWO
922.8
GF=933.1
925.6
FBWO
925.1
GF=934.5
927.0
FBWO
926.5
GF=935.7
930.2
FBWO
927.7
GF=935.3
927.8
FBWO
927.3
GF=936.3
928.8
FBWO
928.3
GF=936.4
928.9
FBWO
928.4
GF=936.4
928.9
FBWO
928.4
GF=935.5
928.0
FBWO
927.5
GF=934.7
927.2
FBWO
926.7
GF=931.8
931.2(FFE)
SOG
931.6
GF=933.8
926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(FFE)
SOG
934.3
GF=936.3
936.6(FFE)
SOG
936.1
GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6
GF=933.9
934.2(FFE)
SOG
933.7
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8 4.4%5.4%5.8%3.9%3.9%BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BASIN 21P
HWL = 896.40
INFIL. BASIN =
892.50
BTM = 889.50
NWL = 920.58
HWL = 921.95
UNDERGROUND
BASIN 25P
HWL = 919.63
BTM = 912.63
OUTLOTCOUTLOT
C
OUTLOTBOUTLOTA580.68S52°50'29"EPROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C301SCD001A.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - NORTH
C3.1A
NORTH
0 50 100 SEE SHEET C3.1BContact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and
groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of
Chanhassen at 952-227-1168 for information.
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Reserved.
13.
14.
15.
16.
17.
18.
19.
20.
21.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas
contributing runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent
erosion and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.2 for additional requirements.
Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff
are permanently stabilized.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has
temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket
Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31
MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31
MN Type 25-151 @ 120 lb./ac. - Permanent Turf
Erosion Control Blanket MNDOT 3885
(MNDOT Type 3N)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
e. Curbing
Refer to Detail C7.2/2
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
:Drainage Swale>>
PROPOSED LOT
PROPOSED LOT
PROPOSED LOT
PROPOS
E
D
S
T
R
E
E
T
C
E
N
T
E
R
L
I
N
E
DRAINAGE SWALE (TYP.)
NO SCALE
TYPICAL LOT BENCH DETAIL1
NOTES:
1) REFER TO PLAN FOR ACTUAL GRADES
135
BLUFF CREEK BLVD
.
BLUFF CREEK OVERLAY
DISTRICT SECONDARY
BOUNDARY
BLUFF CREEK OVERLAY
DISTRICT PRIMARY
BOUNDARYBLUFF CREEK BLVD.905
910
904
906
907
908
909
911
912
913
915
920913914916916
916
917918919921922912
913
914
915
910
905
900
895
890
888905
900
895
890
885
880
876925922
915
913
914
916
917
918
919
8908
9
59009
0
591091
5
8918928
9
3
8
9
4
8
9
6
8
9
7
8
9
8
8
9
9
9
0
1
9
0
2
9
0
3
9
0
49069079089099
1
1
9
1
2
9
1
3
9
1
4
91
6
917
915
920
913914916917
918
919921
AVIENDA LANE S.
GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5
3.7%4.4%4.2%4.4%5.4%5.8%3.9%3.9%1
2
3 4 5 6 7
8
BLOCK 6 BASIN 47PHWL = 916.73BTM = 908.00BASIN 46P
HWL = 890.80
BTM = 887.17
BASIN 41.3P
HWL = 880.40
NWL=875.63NWL = 920.58OUTLOT
A
OUTLOT
E
OUTLOT F
263.03S01°56'14"W0+001+00
2+00 3+00
4+00
5+00
6+00 7+007+80.79921920922915 912 910
91
2
916921 920
922
903
905
896
898
901
905
919
919
919920
917 0+001+001+11.46916
917
91
5
9169
1
5
91
4
>>
>
>
>
>
>
>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
21
.
6
4
13.71
L.P.
16.8715.6817.33CLCL
16.78
G.B.
H.
P
.22.2522.65
17.50
17.01 16.28
13.68
12.00
07.75
03.76
99.69
96.0021.2119.4517.9617.0416.0915.0114.5005.00
06.40
06.40
06.04
07.50
07.50
07.08
08.50
08.50
07.99
09.4009.40
08.95
10.80
10.80
10.36
12.5012.50
12.50
14.02 91991
7
918
9
1
5
914
13.88
14.50
15.5716.5417.4518.9120.72
21.6
4
(21.1 )(15.4 )
(03.3 )
(96.5 )
(93.6 )
19.4
21.2
21.721.7
22.1
21.9
3.3%
1.4%
1.7%4.3%913.79 E
O
F
STS>>STS >>STS >>STS >>STS>>STS>>STS>>STS >>STS >>STS >>
STS >>STS >>STS >>STS >>STS>>S
T
S
>>STS>>STS>>STS
>>
STS
>>
STS
>>
STS
>>
STS
>>
STS>>STS>>STS>>STS >>STS
>>STS>>STS>>STS>>STS
>
>
ST
S
>>
ST
S
>>
ST
S
>>STS>>STS>>STS >>STS >>STS >>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>
ST
S
>>STS>>STS>>STS>>STS>>STS>>ST
S>>ST
S>>ST
S>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS >>STS >>STS >>
C6
C7
C8
B-8
B-9
B-11
B-18
B-23
B-24
B-25
B-26
B-27
WETLAND 3
WET
L
A
N
D
4
20' CITY WETLAND
BUFFER
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK
20' CITY WETLAND
BUFFER
BUFFER SETBACK (TYP)
32
C7.1
3
SILT
FENCE
(TYP.)
C7.1
3
SILT
FENCE
(TYP.)
C7.1
6
CONCRETE
WASHOUT
W
C7.1
2
ROCK
CONSTRUCTION
ENTRANCE
(TYP.)EOF3 (TYP.)
32
36b
36b
36b
STOCKPILE
AREA
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C301SCD001B.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - SOUTH
C3.1B
NORTH
0 50 100
SEE SHEET C3.1A
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and
groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of
Chanhassen at 952-227-1168 for information.
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Reserved.
13.
14.
15.
16.
17.
18.
19.
20.
21.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas
contributing runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent
erosion and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.2 for additional requirements.
Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff
are permanently stabilized.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has
temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket
Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31
MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31
MN Type 25-151 @ 120 lb./ac. - Permanent Turf
Erosion Control Blanket MNDOT 3885
(MNDOT Type 3N)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
e. Curbing
Refer to Detail C7.2/2
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
:Drainage Swale>>
PROPOSED LOT
PROPOSED LOT
PROPOSED LOT
PROPOS
E
D
S
T
R
E
E
T
C
E
N
T
E
R
L
I
N
E
DRAINAGE SWALE (TYP.)
NO SCALE
TYPICAL LOT BENCH DETAIL
NOTES:
1) REFER TO PLAN FOR ACTUAL GRADES
1
136
STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S
T
S
0+0
0STS>>STS>>STS 1+64.711+001+11.10>>
SAN MH 41-035
9200+0
0
0+0
0
23.8919.88
19.90BC
19.83
19.85BC
19.82
20.32BC
19.90
20.23BC
(19.85)
20.04
20.10
20.19
20.25 2.4%1.5%1.5
%
19.81
19.84BC
19.83
20.16BC
19.76
19.78BC
19.74
20.24BC
(19.57)20.24
20.39
20.30
20.45
1.5%1.
5
%5.1%920.54 EOF(19.71)
1.6
%
20.08
(19.76)
(19.66)1.1%1.7%36c
37373.9'
3838
3.0'
3737 3.9'
3838
3.0'
36c
36b
36d
MIL
L
S
L
A
N
E
N
W
AVIENDA PARKWAY7+00
7+37.87
STS >>STS >>STS>>STS>>STS>>STS>>3+003+05.487+00
7+37.87
7+00
7+37.87
23.4525.3123.51
23.54BC
(23.19)1.0%23.62
23.64BC
23.64
23.97BC
23.7823.93
23.98 23.83
1.5%3.5%23.57
23.59BC
23.56
24.06BC
(23.48)
23.62
23.64BC
23.64
23.97BC
24.17 24.02
24.08
24.23 1.5%1.5%4.9%1.2%1.8%0.9%3737
3.3'
3838
1.7'
36c
36a
36c
3737
3.3'
3838
5.0'AVIENDA PARKWAYMILLS DRIVE
3+0
0
6+95.16C3935935 9359339
3
4
3+0
0
6+95.16GF=936.43+0
0
6+95.16H.P.
2.5%35.0335.5135.1635.63
3
5
.
0
0
35.66
35.26
35.28BC
35.26
35.28BC
35.26
35.28BC
35.26
35.59BC
35.5835.63
35.71
1.0%1.6%3.8%
34.46
34.48BC
34.48
34.81BC
34.4334.45BC
34.41
34.74BC
34.77
34.84
34.81
34.880.
9
%1.5%4.
3
%0.4%35.96
35.96
3.5%
2.9
%
3.3
%
6.0%
4.5%
34.34
35.30
35.23
35.04
35.14
34.71
34.60
34.96
35.02
35.1134.86 34.86
34.53
34.91
3838
3.0'
3838
2.8'
3838
3.0'
3838
5.3'36c
36c 36b
36a
36d
MILLS DRIVE MILLS LANE NWPROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C301SCD001C.DWG
GRADING, DRAINAGE,
& EROSION CONTROL - ENLARGED
C3.1C
NORTH
0 10 20
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Braun Intertec, Dated 04/12/2017, for additional information on backfill material and
groundwater conditions.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Maintain stockpiles with maximum 1v:2h slopes.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and
unstable. Any dewatering activity requires a plan and approval from City Water Resources Engineer. Contact the City of
Chanhassen at 952-227-1168 for information.
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide
periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which
shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum
moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor
Density (ASTM D1557).
Reserved.
13.
14.
15.
16.
17.
18.
19.
20.
21.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas
contributing runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent
erosion and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.2 for additional requirements.
Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff
are permanently stabilized.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has
temporarily or permanently ceased. Stabilization shall include seed with hydro mulch or erosion control blanket
Seed, Sod, Erosion Control Blanket, and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN Type 21-111 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, May 1 - Jul 31
MN Type 21-112 @ 100 lb./ac. - Temporary Erosion Control - Temporary Erosion Control, Aug 1 - Oct 31
MN Type 25-151 @ 120 lb./ac. - Permanent Turf
Erosion Control Blanket MNDOT 3885
(MNDOT Type 3N)
Fertilizer MNDOT 3881
General Placement MNDOT 2575
See Landscape Sheets L2.1 - L2.4 for permanent turf and landscape establishment.
Avoid daily tracking on public streets. Sweep/clean streets at the end of each day as necessary.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GRADING NOTESGENERAL NOTES
LEGEND
:Inlet Protection (See C7.1/1)nnn:Silt Fence :Construction Limits
:Vehicle Tracking Pad
ESTIMATED QUANTITYSYMBOLDESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
:Erosion Control Blanket
3
ESTIMATED QUANTITYSYMBOLDESCRIPTION
38 ea.
4,902 lf.
4 ea.
All temporary erosion and sediment control bmps must be removed upon final stabilization.
All disturbed areas must be stabilized within 7 calendar days after land-disturbing work has temporarily or permanently ceased on a
property that drains to an impaired water.
Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted to
achieve:
a) a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of soil
or
b) a bulk density of less than 1.4 grams per cubic centimeter or 87 pounds per cubic foot in the upper 12 inches of soil
In addition, utilities, tree roots and other existing vegetation must be protected until final revegetation or other stabilization of the site.
refer to sheet C3.1 for decompaction areas.
The permittee must inspect all erosion prevention and sediment control facilities and soil stabilization measures to ensure integrity
and effectiveness. the permittee must repair, replace, or supplement all nonfunctional BMPs with functional BMPs within 48 hours of
discovery and prior to the next precipitation event unless adverse conditions preclude access to the relevant area of the site, in which
case the repair must be completed as soon as conditions allow. when active land-disturbing activities are not underway, the permittee
must perform these responsibilities at least weekly until vegetative cover is established. the permittee will maintain a log of activities
under this section for inspection by the district on request.
Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, eurasian
watermilfoil, etc.) to the maximum extent possible.
Contractor to stake off and mark proposed infiltration facilities to prevent soil compaction by heavy equipment, stockpiling of
materials, and traffic. if infiltration facilities are in place during construction activities, best practices must be deployed to prevent
sediment and other material from entering the practice(s). infiltration facilities must not be excavated to within 3 feet of final grade
until the contributing drainage area has been constructed and fully stabilized. any accumulated sediment in an infiltration facility must
be removed in manner that prevents compaction of the facility bottom. to provide a well-aerated, highly porous surface, the soils
below an infiltration practice must be loosened to a minimum depth of 18 inches prior to installation or planting.
27.
28.
29.
30.
31.
RPBCWD STANDARD EROSION CONTROL NOTES
32
71,845 S.F.
Spot elevations at curblines indicate flowlines unless otherwise noted. Refer to sheets C5.1A - C5.3C for rim elevations of catch
basins.
Grades between proposed spot elevations shall be continuous and non variable. Spot elevations shall govern over contour lines.
Meet and match existing curb. Provide 10 foot transition.
33.
34.
35.
PAVING NOTES
Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible.
Additional measures, such as hydraulic mulching and other practices as specified by the district must be used on slopes of 3:1 (h:v)
or steeper to provide adequate stabilization.
Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the
underlying soil during final site treatment wherever topsoil has been removed.
Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be
properly managed.
All temporary erosion and sediment control bmps must be maintained until completion of construction and vegetation is established
sufficiently to ensure stability of the site, as determined by the district.
22.
23.
24.
25.
26.
RPBCWD STANDARD EROSION CONTROL NOTES
Paving Sections:
a. Bituminous Paving (Mills Drive)
Refer to Sheet C2.2 for Typical Cross Section.
b. Bituminous Paving (Private Drives)
Refer to Sheet C2.2 for Typical Cross Section.
c. Concrete Walkways
Refer to Detail C7.2/4
d. Concrete Drives, Aprons, and Exterior Slabs
Refer to Detail C7.2/3
e. Curbing
Refer to Detail C7.2/2
Transition from B618 Curb and Gutter to Ribbon Curb.
Transition from Surmountable Curb and Gutter to Ribbon Curb.
36.
37.
38.
PAVING NOTES
:Drainage Swale>>
10 SCALE
ENLARGED PLAN 11
10 SCALE
ENLARGED PLAN 33
10 SCALE
ENLARGED PLAN 22
137
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C302SCD001.DWG
SWPPP NOTES
C3.2
STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURES
EROSION PREVENTION AND SEDIMENT CONTROL
SITE EVALUATION / ASSESSMENT / PLANNING
Operator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow all applicable
federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditions and general
requirements of the construction contract.
The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may wash
downstream or contaminate stormwater.
Building products that have the potential to leach pollutants must be under cover.
Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.
Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fueling
and maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,
stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes to
the structural BMPs.
Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition
debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.
Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,
leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of
hazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.
Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washout
operations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not result
in runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA
rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal
of concrete and other washout wastes.
External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.
Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.
Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where
they will be loaded or unloaded as detailed in the Permit.
INSPECTIONS AND MAINTENANCE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
See Grading, Drainage, and Erosion Control sheets for the location and type of temporary erosion prevention and sediment control
BMPs. See Grading, Drainage, Erosion Control, and Landscape sheets for the location and type of permanent erosion prevention
and sediment control BMPs.
Minimize Disturbed Areas and Protect Natural Features and Soil
Appropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used to
minimize erosion.
Areas not to be disturbed (buffers, bluff creek overlay districts, etc.) shall be protected with construction or silt fence before work
begins.
Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shall
use tracked equipment wherever practicable.
Topsoil shall be salvaged and reused to the extent practicable.
Phase Construction Activity
Operator must not disturb more land than can be effectively inspected and maintained.
Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.
These practices shall remain in place until final stabilization has been established in accordance with the Permit.
The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or
grubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment control
practices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed before
the next precipitation event even if the activity is not complete.
Control Stormwater Flowing onto and Through the Project
The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the
construction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point of
discharge into any surface water.
Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.
Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days after
connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.
Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditch
checks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer being
used as a sediment containment system.
Stabilize Soils
All exposed soil areas, including stockpiles, must be stabilized. The site has discharge points within one mile of, and flows to
Impaired Waters. Therefore, stabilization of all exposed soil areas shall be initiated immediately to limit soil erosion in that portion of
the site where construction has temporarily or permanently ceased. Stabilization must be completed with in seven (7) calendar days
of cessation of construction activity.
Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, including
storm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the storm
water.
Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete
stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this
requirement.
Protect Slopes
Operator shall avoid work on slopes with a grade of 3h:1v or greater when practicable. Grading on slopes with a grade of 3h:1v or
steeper will require techniques such as phasing and stabilization practices designed for steep slopes (e.g., slope draining and
terracing).
Protect Storm Drain Inlets
All storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to the
inlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.
Provide Energy Dissipation at all Pipe Outlets Within 24 Hours
After connection to a surface water or permanent stormwater treatment system.
Establish Perimeter Controls and Sediment Barriers
Prior to disturbing soils on a project site, establish sediment control BMPs on all downgradient perimeters and where site discharges
to public waters.
Retain Sediment On-site and Control Dewatering Practices
Dewatering or basin draining of turbid or sediment laden water related to construction activities shall be discharged to a temporary or
permanent sedimentation basin or treated with the appropriate BMP prior to entering the surface water.
Discharge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, or
downstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipation
measures.
Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.
Refer to Permit requirements for temporary or permanent sediment basins.
Establish Stabilized Construction Exits
Vehicle tracking pads shall be established as shown on the grading, drainage, paving and erosion control sheet to minimize tracking
of sediment from the construction site onto adjacent streets.
filtration Basin Protection
Operator must not excavate filtration systems to final grade or within three (3) feet of final grade until the contributing drainage area
has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.
When excavating an filtration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavy
construction equipment to prevent compaction of soils.
Dewatering and Basin Draining
Permittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanent
sediment basin. Discharges must not cause erosion or scour near the discharge points.
Remove Sediment from Surface Waters
All sediment deposits and deltas must be removed from surface waters (including drainage ways, catch basins, and other drainage
systems) and the removal areas restabilized within seven (7) days.
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3.
4.
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6.
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9.
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14.
RECORD KEEPING / RECORD RETENTION
The SWPPP (original or copies) including, all changes to it, and inspections and maintenance records shall be kept at the site during
construction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either the
field office or in an on site vehicle during normal working hours.
All Owner(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of the Notice
of Termination (NOT). This does not include any records after submittal of the NOT.
The following is a list of records that shall be kept at the project site available for inspectors to review:
·copy of the SWPPP, with any modifications
·inspection and maintenance records
·permanent operation and maintenance agreements
·calculations for the design of temporary and permanent storm water management systems
·any other permits required for the project
·records of all inspection and maintenance conducted during construction
·all permanent operation and maintenance agreements that have been implemented, including all right of way, contracts,
covenants and other binding requirements regarding perpetual maintenance; and
·all required calculations for design of the temporary and permanent storm water management systems.
1.
2.
3.
LOG OF CHANGES TO THE SWPPP / AMENDMENTS
The Owner / Operator(s) must amend the SWPPP as necessary to include additional requirements, such as additional or modified
BMPs, designed to correct problems identified or address situations as detailed in the Permit.
1.
FINAL STABILIZATION
POST CONSTRUCTION / PERMANENT BMPS
See Grading, Drainage, Erosion Control, and Landscape sheets for post construction and permanent stormwater BMPs.1.
TERMINATION OF COVERAGE
The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspection
and amendments to the approved SWPPP. Duties include but are not limited to:
·Ensuring full compliance with the SWPPP and the Permit
·Implementing all elements of the SWPPP, including but not limited to:
··Implementing prompt and effective erosion and sediment control measures
··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other than
Storm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,
etc.
·Conducting routine inspections and maintenance
·Ensuring elimination of all unauthorized discharges
·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with the
SWPPP, the Permit, and approved plans at all times.
1.
SWPPP CONTACT AND TRAINING INFORMATION
Owner:
Bahram Akradi
c/o/ Lifetime Fitness
attn: Mark Nordland
2902 Corporate Place
Chanhassen, MN 55317
952-229-7090
mnordland@lt.life
Operator:
Rachel Contracting, Inc.
attn: Ron Fricke
4125 Napier Ct. NE
St. Michael, MN 55376
763-424-1500
rfricke@rachelcontracting.com
Certification: U of MN, Design of Construction SWPPP, exp. May 31, 2024
Long Term Maintenance and Operation:
Level 7 Development, Inc.
c/o Life Time
attn: Mark Nordland
2902 Corporate Place
Chanhassen, MN 55317
952-229-7090
mnordland@lt.life
SWPPP Designer:
Steve Sabraski, P.E.
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
612-252-9070
ssabraski@landform.net
Certification: u of MN, Design of Construction SWPPP, exp. May 31, 2025
SWPPP Inspector / Manager:
Landform
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
attn: Chris Olson
612-638-0239
Certification: Construction Site Management, exp. May 31, 2024
BMP Installation and Repair:
To be determined. Contact Operator until BMP Installer and Maintainer is selected.
Certification: , exp.
1.
2.
3.
4.
5.
6.
WATERS WITHIN ONE MILE OF SITE
SCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITY
1.
2.
3.
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5.
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14.
DESCRIPTION OF CONSTRUCTION ACTIVITY
1.
2.
ENVIRONMENTAL, ENDANGERED SPECIES, & ARCHEOLOGICAL REVIEWS
There are no requirements for storm water due to environmental, endangered species, or archeological review within the
Chanhassen AUAR Update of May 2017.
1.
MINNESOTA IMPAIRED WATERS
1.
2.
3.
4.
5.
6.
7.
NPDES PERMIT AND SWPPP COMPONENTS
The current Minnesota Construction Stormwater Permit C00053019 dated May 29, 2019 is referenced in this document as the
Permit.
The SWPPP includes the following components:
·Avienda Townhomes (Phase 2) Construction Documents prepared by Landform
·Stormwater Management Narrative and calculations
·Maintenance Plan for permanent stormwater BMPs
·Preliminary geotechnical report prepared by Braun Intertec, dated 4-12-2017
·Piezometer report by Braun Intertec, dated 10-16-2017
·Double-ring infiltrometer test results by Braun Intertec, dated 8-16-2017
All components must be kept onsite by the Operator. The Operator shall contact Civil Engineer if they do not have all of the above
documents.
1.
TEMPORARY SEDIMENTATION BASIN(S)
This overall project does have more than 5 acres draining to a common location and the site drains to Impaired Waters, therefore
temporary sediment basins are required. Temporary sediment basins have been provided on the overall Avienda Development and
are to be utilized for this project until completion of permanent stormwater BMPs.
Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. The
contractor shall comply with the following requirements:
A.Sedimentation basins must provide live storage of runoff resulting from the 2-yr 24-hr rainfall event from each acre drained to
the basin with a minimum of 1,800 cf/acre live storage volume. (Where no calculation has been performed, each basin shall
provide at least 3,600 cf/acre of live storage.) Sedimentation basins must include a stabilized emergency overflow to prevent
basin integrity failure.
B.Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge of
pollutants.
Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually check
to ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.
Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.
If any proposed temporary BMPs are not working as planned refer to the "Stormwater Compliance Assistance Toolkit for Small
Construction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additional
requirements and information.
1.
2.
3.
4.
5.
SITE INFORMATION
Site location: Latitude: 44.867527, Longitude: -93.557648
Disturbed area = 93.0 ac.
Pre-construction impervious area within disturbed area = 0.4 ac.
Post-construction impervious area within disturbed area = 7.38 ac.
Net change in impervious area within disturbed area = 6.98 ac.
Avienda Townhomes disturbed area = 10.2 ac.
Pre-construction impervious area within disturbed area = 0.0 ac.
Post-construction impervious area within disturbed area = 4.0 ac.
Net change in impervious area within disturbed area = 4.0 ac.
Type of stormwater management:
·Filtration
·Stormwater Reuse Through Irrigation
Erosion prevention and sediment control quantities are on sheets C3.1A-C3.1B.
1 MILE
SURFACE WATER BUFFERS
50 foot buffers from surface waters are not possible everywhere on this site due to site grading requirements. We have provided
smaller buffers in combination with double silt fence where grading is adjacent to surface waters. For Wetland 3, the buffer ranges
from 28' to 50'. Wetland 4 has a buffer of 50'. For Wetland 6, the buffer ranges from 20' to 80'. MNDOT Wetland M09 has a buffer
ranging from 38' to 80'.
The above buffers are impacted only for storm sewer inlet and outlet construction.
1.
Owner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to the MPCA.
Compliance with the permit is required until a NOT is submitted. Refer to the Permit for details. Conditions for submitting a NOT
include:
A.Site must have achieved final stabilization (refer to section above).
B.The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.
C.All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed of
properly.
D.Single Family Residential only - Permit termination on individual lots occurs once building construction is complete,
temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and
the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.
1.
The Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:
A.Ensuring all areas have permanent cover.
B.Vegetative areas must have perennial cover with a density of 70% of expected final growth.
1.
Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during active
construction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.
Inspections shall include stabilized areas, erosion prevention and sediment control BMPs, and filtration areas.
Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.
Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.
Inspection Records content shall include:
A.Date and time of inspections;
B.Name of persons conduction inspections;
C.Findings of inspections, including specific locations where corrective actions are needed;
D.Corrective actions taken including dates, times, and the party taking the corrective action;
E.Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);
F.Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled or
suspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;
G.Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in the
Permit.
BMP Maintenance:
A.Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different time
frame is indicated.
B.Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.
C.Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose of
sediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.
D.Remove sediment from paved roadways within one calendar day of discovery.
E.Remove sediment from around BMPs protecting storm drain inlets.
F.Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of
discovery, or as stated by the Permit.
G.Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storage
areas and dedicated concrete and asphalt batch plants are cleaned and maintained.
H.Replace damaged BMPs that no longer operate effectively.
Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.
1.
2.
3.
4.
5.
6.
7.
Install perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Control
sheets for initial locations of BMPs.
Perform work in phases to minimize disturbed area at any one time.
Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide immediate stabilization.
Fine grade site. Grading areas open at one time should be limited to minimize potential for sediment transport.
Install public utilities including stormwater basins.
Final grade roadway areas and compact subgrade.
Place pavement aggregate and compact.
Install curb and gutter. Backfill and stabilize exposed soil.
Install private utilities (gas, electric, communications).
Pave roadways, trails and walks.
Provide final stabilization for any remaining disturbed areas.
Remove temporary BMPs once up gradient areas are stabilized.
Connect filtration practices to storm sewer inlets.
Turn over lots to homebuilder.
Construction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,
paving, and landscaping.
Homebuilder construction activity will include erosion and sediment control BMPs installation, utility installation, paving, building
construction, and landscaping on individual parcels.
Hazeltine Lake (AUID: 10-0014-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;
and stormwater does not discharge to it.
Lake Riley (AUID: 10-0002-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and
stormwater does discharge to it from the overall site. Storm water from Avienda Townhomes does not drain to it.
A.TMDLs have been established for this impaired water for Fishes Bioassessment.
B.TMDLS have been established for this impaired water for Mercury in Fish Tissue.
C.TMDLS have been established for this impaired water for Nutrient / eutrophication biological indicators.
Lake Susan (AUID: 10-0013-00) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site; and
stormwater does discharge to it from the overall site. Storm water from Avienda Townhomes does not drain to it.
A.TMDLs have been established for this impaired water for Mercury in fish tissue. There are no special construction
requirements for this impairment.
B.TMDLs have not been established for this impaired water for Nutrient / eutrophication biological indicators. There are no
special construction requirements for this impairment.
Bluff Creek (AUID: 07020012-710) is impaired based on the current USEPA 303(d) Clean Water Act list; is within 1 mile of this site;
and stormwater does discharge to it from the overall site and from Avienda Townhomes.
A.TMDLs have been established for this impaired water for Fishes bioassessments. There are no special construction
requirements for this impairment.
B.TMDLs have been established for this impaired water for Turbidity. There are no special construction requirements for this
impairment.
This site will meet these TMDLs using the following methods: Follow Permit requirements.
Stream Unassessed (AUID: 07020012-999), tributary to Lake Susan is not impaired, is within one mile of the site, and stormwater
from the site does not discharge to it.
The following waters are within one mile of the site, receive stormwater discharge from the site, but do not appear on the MPCA
Impaired Waters Viewer:
A.MNDOT Wetland M09
B.MNDOT Wetland M10
C.Onsite Wetland #3
D.Onsite Wetland #4
E.Onsite Wetland #6
F.MNDOT Stormwater "Englewood" Pond
138
6+00
931
928
925924 931928929
924931930 928929
4
.1%2.8%3.7%5.3%4.8%2.8%
4.2%
25.99 EOF
SAN>SAN>S
A
N>6+00
STS >>STS >>STS>>STS>>STS>>STS>>SAN MH 41-045 / 3
SAN MH 41-046 / 4
2+002+40.840+
0
0
1+00
CB 132
CB 131
CBMH 403
CBMH 402
FES 401
STS>>FES 411
CBMH 412 CBMH 4130+001+001+31.750+00 1+00 1+51.52 0+000+35.03C
5
47' - 15" RCP@ 0.2%75' - 8" HDPE@ 1.0%22'
-
8
"
H
D
P
E
@
0
.
5
%
6+00
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6GF=931.8931.2(FFE)SOG931.6GF=932.5932.8(FFE)SOG932.3OEOEOEOEOEOE30' CITY WETLANDBUFFER SETBACK (TYP)
930
928929931
930
931
925
925
930
AAB B
29' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%25' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%26' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%27' - 8" PERF. HDPE W/CIRCULAR SOCK @ 0.0%102' - 8" PERF. HDPE W/
CIRCULAR SOCK @ 0.5%8" X 8" TEE
(TYP.)
8" C.O.
INV = 921.51
8" C.O.
(TYP.)9' - 8" PVC SDR 36@ 0.7%BASIN 31P
HWL = 925.53
BOT. = 924.00
MILLS
DRIVE
OUTLOT B
OUTLOT A
Basin 31P - Section A-A
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
915
920
925
930
935
915
920
925
930
935
EG:FG:-0+25 EG: 931.21FG: 931.210+00 EG: 926.91FG: 926.91EG: 923.73FG: 923.730+50 EG: 923.86FG: 923.86EG:FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75
BTM = 924.00
EXISTING GRADE
FINISHED GRADE
SEE DETAIL C7.4/6
FOR CROSS SECTION DETAIL
STMH 611
RIM: 926.17
INL (N): 920.93
INL (NW): 925.00 (8" ORIFICE)
INV: 920.93
48" DIA
SPLIT GRATE
PER DETAIL C7.5/3
47' - 15" RCP CL. V @ 0.2%FES 610
INV= 920.85
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
8" ORIFICE
Basin 31P - Section B-B
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
915
920
925
930
935
915
920
925
930
935
EG:FG:-0+25 EG: 925.05FG: 925.030+00 EG: 923.73FG: 923.73EG: 923.73FG: 923.730+50 EG: 925.50FG: 923.73EG: 927.80FG: 923.731+00 EG: 928.59FG: 923.73EG: 928.50FG: 929.451+50 EG:FG:EG:FG:2+00 EG:FG:2+25
EXISTING GRADE
FINISHED GRADE
SEE DETAIL C7.4/6
FOR CROSS SECTION DETAIL
BTM = 924.00
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C303SCD001.DWG
BASIN
CROSS-SECTIONS
C3.3A
NORTH
0 30 60
WEST-CENTRAL BASIN
139
0+001+002.0%916923
921
924
924
921
923925
923
928
923
925
924
926
925
924
922
927924
926
>>>>>>>>>>>>>>>>>>>>920.54 EOFSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00>>STS>>STS
>>STS
>>STS
>>STS>>0+001+00
0+00 1+001+6
4
.
7
1
MH 121
CB 104
CB 103
CBMH 102
MH 101
CB 111
CB 112
0+00
1+00
2+00
3+00
3+80.96
0+001+
0
0
1+
1
1
.
1
0
EX. STMH 512
C1SAN MH 41-041
SAN MH 41-035
39' - 1
8"
R
C
P
@ 0.5%51' - 15" RCP@ 0.5%0+001+00GF=923.1GF=922.0914.5FBWO914.0B-13AVIENDA PARKWAY
9209219229
2
1
9
2
2
923
924
925
920
920
920
921
922
916
4
8
"
L=277.76 R=1390.00 Δ=11°26'58"
AVIENDA PA
R
K
W
A
Y
A
A
BB35 LF53 LF56 LF57 LF51 LF52 LF46 LF47 LF42 LF42 LF37 LF39 LF34 LF36 LF31 LF33 LF28 LF30 LF27 LF25 LF22 LF24 LF19 LF21 LF17 LF19 LF15 LF17 LF14 LF15 LF11 LF13 LF10 LF8" PERF. HDPE
UNDERDRAINS WITH
CIRCULAR SOCK (TYP.)
8" PERF. HDPE
DISTRIBUTION PIPE
(TYP.), INV = 914.63
330' - 18" PERF. HDPE DISTRIBUTION HEADER @ 0.0%
302' - 8" PER
F
.
H
D
P
E
U
N
D
E
R
D
R
A
I
N
H
E
A
D
E
R
@
0
.
0
%
24' - 8" PERF. HDPE
UNDERDRAIN
HEADER @ 0.0%,
INV = 912.63
10' - 8" PERF.
HDPE
UNDERDRAIN
HEADER @ 0.0%
8" X 18" TEE
(TYP.)
8" X 8" TEE
(TYP.)
8" C.0.
(TYP.)
1
7
'
-
8
"
PVC@
0
.
0%MILLSLANEBASIN 25P
HWL = 917.37
70' - 18" PERF. HDPEOUTLET @ 0.0%INV (E): 915.67
INV (N-S): 914.93
8" C.0.
(TYP.)
OUTLOT C
8" C.0.
INV: 912.63
8" C.0.
INL (N): 914.93
INL (SE): 914.93
INV: 914.93
8" C.0.
INL (W): 912.63
8" TEE W/ C.0.
INL (N): 914.93
INV: 914.93
INV: 914.93
Basin 25P - Section A-A
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
905
910
915
920
925
930
905
910
915
920
925
930
EG:FG:-0+25 EG: 922.01FG: 922.010+00 EG: 919.37FG: 919.37EG: 916.47FG: 916.470+50 EG: 916.02FG: 916.02EG: 915.63FG: 915.631+00 EG: 915.88FG: 915.88EG: 916.15FG: 916.151+50 EG: 916.42FG: 916.42EG: 916.69FG: 916.692+00 EG: 916.96FG: 916.96EG: 917.23FG: 917.232+50 EG: 917.50FG: 917.50EG: 917.77FG: 917.773+00 EG: 918.04FG: 918.04EG: 918.61FG: 918.613+50 EG: 921.43FG: 921.43EG:FG:4+00 EG:FG:4+25
EXISTING GRADE
FINISHED GRADE
REFER TO DETAIL C7.4/7
MH 121
RIM: 926.26
INL (S): 914.93
INV: 914.93
48" DIA
R1642
PER DETAIL C7.2/11
MH 101
RIM: 921.65
INL (NW): 915.38
INL (E): 915.58
INV: 914.93
48" DIA
R1642
PER DETAIL C7.2/11
ROCK TOP = 919.65
SAND TOP = 914.93
SAND BOTTOM = 912.63
Basin 25P - Section B-B
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
905
910
915
920
925
930
905
910
915
920
925
930
EG:FG:-0+25 EG: 919.50FG: 919.500+00 EG: 915.43FG: 915.43EG: 915.43FG: 915.430+50 EG: 915.43FG: 915.43EG: 919.07FG: 919.071+00 EG:FG:EG:FG:1+50 EG:FG:1+75
EXISTING GRADE
FINISHED GRADE
REFER TO DETAIL C7.4/7
70' - 18" PERF. HDPE @ 0.0%
INV = 915.67
ROCK TOP = 919.65
EXISTING STMH 512
RIM: 923.31
INL (W): 915.67
INL(SW): 912.63
INV: 908.00
R3067-V
EXISTING
164' - 18" PVC
@
1
.
3
3
%
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C303SCD001.DWG
BASIN
CROSS-SECTIONS
C3.3B
NORTH
0 30 60
140
XXXX
SSMHRE=915.2IE=884.1>>>>>>WETLAND 3WETLAND 4BASIN 31P
HWL = 925.53
BOT = 924.00123456789101132154321123456712345 12345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6BASIN 28P
HWL = 914.26
BTM = 912.53
BASIN 47P
HWL = 916.73
BTM = 908.00 BASIN 46PHWL = 890.80BTM = 887.17BASIN 41.3PHWL = 880.40NWL=875.63NWL = 920.58
HWL = 921.95
UNDERGROUND
BASIN 25P
HWL = 919.63
BTM = 912.63
OUTLOT C
OUTLOT BOUTLOT AOUTLOT EOUTLOT FSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SANSAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS
>>STS>>STS
>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>
>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>
STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS
>>STS
>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>STS>>STS>>SAN MH 41-040
SAN MH 41-041
SAN MH 41-035
MILLS LANE NW BLUFF CREEK BOULEVARDB
L
U
F
F
C
R
E
E
K
B
O
U
L
E
V
A
R
D
AVIENDA PARKW
A
Y
MILLS DRIVEAVIENDA LANE S.OUTLOT DOUTLOT C
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C401SCD001.DWG
UTILITIES
OVERALL
C4.1
NORTH
0 60 120
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
141
0+001+002+003+00
GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8
923.3
FBWO
922.8
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8 16745UNDERGROUND
BASIN 25P
HWL = 919.63
BTM = 912.63SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STSSTSSTS>SAN>0+001+002+003+00
STS
>>STS>>STS>>0+00 1+001+6
4
.
7
1
CB 104
CB 103
CBMH 102
MH 101
CB 111
CB 112
SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>EX. STMH 512
C1C2SAN MH 41-040
SAN MH 41-041
SAN MH 41-035
R36'R64'R36'
R64'R20'R20'R336.82'R308.82'28'B-B28'B-BC7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER
C.O.
(TYP.)
900
905
910
915
920
925
930
SAN MH 41-040
RIM: 926.07
INL (E): 900.77
INL (S): 912.10
INV: 900.67
STORM SEWER
STORM SEWER
SAN MH 41-041
RIM: 921.57
INL (SE): 901.48
INV: 901.38
FINISHED GRADE
EXISTING GRADE
EXISTING
1
2
"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
5.20%
1.56%
EXISTING - 8" PVC SDR 26 SANITARY SE
W
E
RGRADE BREAK STA = 0+17.44ELEV = 919.704PVI STA: 1+78.49
PVI ELEV: 922.21
K: 54.73
LVC: 199.24
AD: 3.64%BVCS: 0+78.87BVCE: 920.66EVCS: 2+78.11EVCE: 927.390+46.41
920.16
PC
2+36.51
925.39
PCC
2+74.25
927.19
Mid
1+41.46
921.99
Mid
900
905
910
915
920
925
900
905
910
915
920
925
25' - 15" RCP
CL. V @ 0.5%
39' - 18" RCP
CL. V @ 0.5%51' - 15" RCP CL. V @ 0.5%
22' - 15" RCP
CL. V @ 0.5%
25' - 15" RCP
CL. V @ 0.5%
CB 112
RIM: 922.25
INV: 917.82
48" DIA
R3067-V
PER DETAIL C7.1/4
CB 111
RIM: 922.19
INL (N): 917.70
INV: 915.57
48" DIA
R3067-V
W/ 3' SUMP & SKIMMER
SUMP INV: 912.57
PER DETAIL C7.4/8
MH 101
RIM: 921.65
INL (NW): 915.38
INL (E): 915.58
INV: 914.93
48" DIA
R1642
PER DETAIL C7.4/4
CBMH 102
RIM: 919.45
INL (E): 915.84
INV: 915.84
48" DIA
W/ 3' SUMP & SKIMMER
SUMP INV: 912.84
PER DETAIL C7.4/8
R-4341-A
BEEHIVE
CB 103
RIM: 920.01
INL (NE): 915.95
INV: 915.95
48" DIA
R3067-V
PER DETAIL C7.1/4
CB 104
RIM: 920.06
INV: 916.08
48" DIA
R3067-V
PER DETAIL C7.1/4
SANITARY
SANITARY
WATERMAIN
3.1' SEPARATION BETWEEN STORM
SEWER AND EXISTING WATERMAIN
2.6' SEPARATION BETWEEN STORM
SEWER AND EXISTING WATERMAIN.
FINISHED GRADE
EXISTING GRADE
CL
MILLS LANE
EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG:FG:-0+25 EG: 924.00FG: 922.050+00 EG: 922.85FG: 922.39EG: 921.23FG: 922.140+50 EG: 919.49FG: 921.22EG: 919.42FG: 920.131+00 EG: 920.10FG: 919.96EG: 920.87FG: 920.411+50 EG:FG:EG:FG:2+00 EG:FG:2+25
MILLS LANE NW
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
CB 112 - CB 104
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
Radius
322.819
50.000
86.435
50.000
50.000
98.963
313.000
489.730
Length
190.097'
75.492'
29.495'
78.540'
78.540'
111.414'
81.662'
111.214'
Delta
33°44'22"
86°30'28"
19°33'05"
90°00'00"
90°00'00"
64°30'16"
14°56'55"
13°00'41"
Start Station
0+46.41
2+36.51
6+33.04
2+77.00
5+00.54
0+15.76
3+32.78
4+73.37
End Station
2+36.51
3+12.00
6+62.53
3+55.54
5+79.08
1+27.17
4+14.44
5+84.58
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C501SCD001A.DWG
MILLS LANE NW
STREET & STORM
C5.1A
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NWSEE SHEET C5.1BSEE SHEET C5.1BVERTICAL SCALE = 1":3'
MILLS LANE NW
Refer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
CB 112 - CB 104
OUTLOT C
142
SANSAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>3+006+95.
1
6
3+00
4+00
5+00
6+00
SAN>SAN>C3 C4
MILLS LANE NW
3+003+00
4+00
5+00
6+00
6+95.
1
6
GF=930.8 GF=933.1
925.6
GF=934.5
927.0
GF=935.7
930.2
GF=935.3
927.8
GF=936.3
928.8
GF=936.4
928.9
FBWO
R20'R100.43'R20'28'B-BC7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER
R72.43'C.O.
(TYP.)
900
905
910
915
920
925
930
935
940
945
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
2.00%-1.00%
1.21%
5.20%
GRADE BREAK STA = 6+78.83
ELEV = 935.033
PVI STA: 3+79.78
PVI ELEV: 932.68
K: 34.09
LVC: 135.96
AD: -3.99%BVCS: 3+11.80BVCE: 929.14EVCS: 4+47.76EVCE: 933.50PVI STA: 6+03.83
PVI ELEV: 935.39
K: 45.45
LVC: 100.47
AD: -2.21%BVCS: 5+53.59BVCE: 934.78EVCS: 6+54.07EVCE: 934.89PVI STA: 6+65.66
PVI ELEV: 934.77
K: 0.34
LVC: 1.01
AD: 3.00%
BVCS: 6+65.15
BVCE: 934.77
EVCS: 6+66.17
EVCE: 934.78
LP STA: 6+65.49
LP ELEV: 934.77
EVCS: 2+78.11EVCE: 927.396+33.04
935.05
PC
6+62.53
934.80
PT3+12.00
929.15
PT
6+47.78
934.94
Mid
EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25
MILLS LANE NW
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
Radius
322.819
50.000
86.435
50.000
50.000
98.963
313.000
489.730
Length
190.097'
75.492'
29.495'
78.540'
78.540'
111.414'
81.662'
111.214'
Delta
33°44'22"
86°30'28"
19°33'05"
90°00'00"
90°00'00"
64°30'16"
14°56'55"
13°00'41"
Start Station
0+46.41
2+36.51
6+33.04
2+77.00
5+00.54
0+15.76
3+32.78
4+73.37
End Station
2+36.51
3+12.00
6+62.53
3+55.54
5+79.08
1+27.17
4+14.44
5+84.58
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C501SCD001B.DWG
MILLS LANE NW
STREET & STORM
C5.1B
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NWSEE SHEET C5.1ASEE SHEET C5.1AVERTICAL SCALE = 1":3'
MILL
S
D
RI
V
E
SEE SHEET C5.2ARefer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
OUTLOT
C
143
885
890
895
900
905
910
915
920
EG:FG:-0+25 EG: 912.95FG:0+00 EG: 912.18FG:EG: 911.39FG: 911.370+50 EG: 910.38FG: 911.05EG: 909.36FG: 912.021+00 EG: 908.35FG: 913.38EG: 907.33FG: 913.841+50 EG: 906.31FG: 915.25EG: 905.33FG: 916.002+00 EG: 904.33FG: 916.53EG: 903.32FG: 917.282+50 EG: 902.31FG: 917.34EG: 901.96FG: 916.343+00 EG: 907.09FG: 915.64EG: 910.59FG: 915.583+50 EG: 911.27FG: 915.12EG: 911.86FG: 914.964+00 EG: 912.52FG: 916.39EG: 914.39FG: 919.124+50 EG: 919.35FG: 921.18EG: 923.805+00
49' - 8" H
D
P
E
@
3
.
0
%
159' - 8" HD
P
E
@
2
.
0
%
CBMH 302
RIM: 919.64
INL (S): 916.29
INV: 912.29
NYLOPLAST DRAIN
PER DETAIL C7.1/11
MH 301
RIM: 915.99
INL (SW): 909.10
INV: 909.10
48" DIA
R-1642
SEE DETAIL C7.4/4
FINISHED GRADE
EXISTING GRADE
STMH 501
RIM: 912.76
INL (SE): 905.12
INV: 892.78
113' - 8" HD
P
E
@
2
.
0
%
CONNECT TO STMH 501 AT
INV = 903.47
San Sewer-Public
MH 300
RIM: 915.52
INL (W): 906.85
INV: 906.85
48" DIA
R-1642
SEE DETAIL C7.4/4
169' - 8" HD
P
E
@
2
.
0
%
L =3 1 6 .4 5 R =240.00Δ =75°32'48"N01°05'17"E 1540.84SAN>SAN>SAN>SAN>SANSAN>
>STS>>STS>>STS>>STS>>STS>
>STS>
>STS>
>STS>
>STS>>STS>>
2+00
STS>>STS>>STS>>STS>>STS>>0+000+00
1+00
2+00 3+004+00CB 112
MH 301
CBMH 302SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STMH 501
C1
C2
STS>>STS>>STS>>STS>>STS>>MH 300
SAN MH 41-040SAN MH 41-041
2+00
XXXXXX XOUTLOT C
BLOCK 4
3 2 1
4
5
GF=927.3
919.8
FBWO
919.3
GF=926.8
919.3
FBWO
918.8
GF=924.7
917.2
FBWO
916.7
GF=92
3
.
1
915.6
FBWO
915.1
GF=
9
2
2
.
0
914.
5
FB
W
O
914.
0
STORM 300 SERIES
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C501SCD001C.DWG
BLOCK 3
REAR YARDS STORM
C5.1C
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
VERTICAL SCALE = 1":3'144
910
915
920
925
930
935
940
CBMH 309
RIM: 934.62
INL (E): 930.70
INV: 930.70
NYLOPLAST DRAIN
PER DETAIL C7.1/11
51' - 8" HD
P
E
@
2
.
5
%
56' - 8" HD
P
E
@
2
.
5
%
54' - 8" HD
P
E
@
2
.
5
%
55' - 8" HD
P
E
@
2
.
5
%
55' - 8" HD
P
E
@
2
.
5
%
56' - 8"
H
D
P
E
@
4.
8
%
49' - 8" H
D
P
E
@
3
.
0
%
CBMH 308
RIM: 933.40
INL (S): 929.42
INL (E): 929.42
INV: 929.42
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 307
RIM: 932.29
INL (S): 928.02
INL (E): 928.02
INV: 928.02
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 306
RIM: 931.21
INL (S): 926.67
INL (E): 926.67
INV: 926.67
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 305
RIM: 930.11
INL (S): 925.30
INL (E): 925.30
INV: 925.30
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 304
RIM: 929.02
INL (S): 923.92
INL (E): 923.92
INV: 920.42
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 303
RIM: 921.75
INL (S): 917.76
INL (E): 917.76
INV: 917.76
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 302
RIM: 919.64
INL (S): 916.29
INV: 912.29
NYLOPLAST DRAIN
PER DETAIL C7.1/11
FINISHED GRADE
EXISTING GRADESAN>>2+003+006+95.
1
6
STS
>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STSSTS>>4+0
0
5+00
6+00
7+00 8+00
8+34.85
CBMH 302
CBMH 303
CBMH 304
CBMH 305 CBMH 306 CBMH 307 CBMH 308
CBMH 309SAN>SAN>SAN>SAN>SAN>MILLS DRIVE2+003+006+95.
1
6GF=927.3GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6
GF=933.9
934.2(FFE)
SOG
933.7
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8
1234567BLOCK 3>IBOULDERRET. WALXXX X XXTW ELEV. 921.2BW ELEV. 918.07TW ELEV. 930.8BW ELEV. 927.1XXXCBRE=924.8IE=920.7>>>>CLEAN OUT
INV: 927.35
PER DETAIL C7.4/5
CLEAN OUT
INV: 928.69
PER DETAIL C7.4/5
CLEAN OUT
INV: 930.26
PER DETAIL C7.4/5
CLEAN OUT
INV: 925.98
PER DETAIL C7.4/5
CLEAN OUT
INV: 924.58
PER DETAIL C7.4/5
CLEAN OUT
INV: 918.48
PER DETAIL C7.4/5
CLEAN OUT
INV: 931.38
PER DETAIL C7.4/5
OUTLOT C
EG: 914.39FG: 919.124+50 EG: 919.35FG: 921.18EG: 923.80FG: 921.825+00 EG: 926.83FG: 924.17EG: 927.65FG: 927.655+50 EG: 928.50FG: 929.32EG: 929.21FG: 929.826+00 EG: 929.79FG: 930.32EG: 930.40FG: 930.826+50 EG: 930.71FG: 931.32EG: 930.86FG: 931.827+00 EG: 931.31FG: 932.32EG: 932.05FG: 932.827+50 EG: 933.48FG: 933.32EG: 933.90FG: 934.388+00 EG: 934.68FG: 935.56EG:FG:8+50 EG:FG:8+75
STORM 300 SERIES
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C501SCD001D.DWG
BLOCK 3
REAR YARDS STORM
C5.1D
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
VERTICAL SCALE = 1":3'145
910
915
920
925
930
935
940
945
0.60%
-1.55%GRADE BREAK STA = 1+20.86ELEV = 937.511PVI STA: 2+00.00
PVI ELEV: 937.99
K: 26.41
LVC: 100.00
AD: -3.79%BVCS: 1+50BVCE: 937.69EVCS: 2+50EVCE: 936.39PVI STA: 3+00.00
PVI ELEV: 934.80
K: 61.21
LVC: 100.00
AD: 1.63%BVCS: 2+50BVCE: 936.39EVCS: 3+50EVCE: 934.02FINISHED GRADE
EXISTING GRADE
2+77.00
935.59
PC
3+55.54
933.94
PT
3+16.27
934.64
MidSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>SAN>SAN>1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0
+
0
0
1+002+003+003+05.488+34.850+001+002+002+40.840+
0
0
1+00 1+32.23
CB 132
CB 131
CB 123
CB 124
CBMH 122
MH 121
CBMH 405
CBMH 404
CBMH 403
CBMH 402
FES 401
STS>>FES 411
CBMH 412 CBMH 4130+001+001+31.750+00 1+00 1+51.52 3+80.960+000+35.03SAN>SAN>C4
C
5
MILLS DRIVE
1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16GF=927.8
928.1 (FFE)
SOG
927.6
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6 GF=936.4928.9FBWO928.4GF=936.4928.9FBWO928.4GF=935.5928.0FBWO927.5GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.17
8
9
10
11
321
5
4
3
2
1
BLOCK 1
BLOCK 2
NWL = 920.58HWL = 921.95OUTLOT B
OUTLOT A
C7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER R20'
R20'R34.5'R65.5'31'B-B>>IIB-4
WETLAND #3
20' CITY WETLAND
BUFFER
30' CITY WETLAND
BUFFER SETBACK (TYP)MILLS LANEC7.2
7
ASPHALT
PAVEMENT
TRANSITION
OUTLOT CMILLS DRIVE
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.55FG: 937.54EG: 937.71FG: 937.691+50 EG: 937.71FG: 937.72EG: 937.45FG: 937.512+00 EG: 936.92FG: 937.07EG: 936.24FG: 936.392+50 EG: 935.57FG: 935.65EG: 934.89FG: 935.003+00 EG: 934.21FG: 934.46EG: 933.54FG: 934.023+50 EG: 932.86FG: 933.64EG: 932.18FG: 933.254+00 EG: 931.51FG: 932.86EG: 930.834+50
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
Radius
322.819
50.000
86.435
50.000
50.000
98.963
313.000
489.730
Length
190.097'
75.492'
29.495'
78.540'
78.540'
111.414'
81.662'
111.214'
Delta
33°44'22"
86°30'28"
19°33'05"
90°00'00"
90°00'00"
64°30'16"
14°56'55"
13°00'41"
Start Station
0+46.41
2+36.51
6+33.04
2+77.00
5+00.54
0+15.76
3+32.78
4+73.37
End Station
2+36.51
3+12.00
6+62.53
3+55.54
5+79.08
1+27.17
4+14.44
5+84.58
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C502SCD001A.DWG
MILLS DRIVE
STREET PLANS
C5.2A
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C5.2BSEE SHEET C5.2B
SEE SHEET C5.1A
VERTICAL SCALE = 1"=3'
Refer to sheet C2.2 for typical street cross sections
Refer to sheets 8.1 for Mill Drive Cross Sections.
19.
20.
PAVING NOTES
146
905
910
915
920
925
930
935
-5.0
0
%
-1.80%EG: 931.51FG: 932.86EG: 930.83FG: 932.474+50 EG: 930.15FG: 932.02EG: 929.48FG: 931.375+00 EG: 928.80FG: 930.50EG: 928.12FG: 929.415+50 EG: 927.44FG: 928.16EG: 926.77FG: 926.936+00 EG: 926.09FG: 925.86EG: 925.41FG: 924.996+50 EG: 924.74FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:EG:FG:7+50 EG:FG:7+75GRADE BREAK STA = 7+21.43ELEV = 923.449PVI STA: 5+06.36
PVI ELEV: 931.60
K: 29.01
LVC: 100.00
AD: -3.45%BVCS: 4+56.36BVCE: 932.37EVCS: 5+56.36EVCE: 929.10PVI STA: 6+40.00
PVI ELEV: 924.91
K: 31.25
LVC: 100.00
AD: 3.20%BVCS: 5+90BVCE: 927.41EVCS: 6+90EVCE: 924.01125' -
1
5
"
R
C
P
C
L
.
V
@
3
.
4
%
CB 131
RIM: 928.78
INL (SW): 924.34
INV: 920.44
48" DIA
R3067-V
PER DETAIL C7.1/4
CB 123
RIM: 923.64
INL (S): 916.21
INL (W): 916.21
INV: 916.01
48" DIA
R3067-V
PER DETAIL C7.1/4
FINISHED GRADE
EXISTING GRADE
5+00.54
931.35
PC
5+79.08
927.96
PT
5+39.81
929.88
Mid
AVIENDA
P
A
R
K
W
A
Y>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN3+004+00
5+00 6+007+007+37.876+95.
1
6
5+00
6+00 STS>>STS>>STS>>STS>>STS
>>STS
>>STS
>>STS
>>STS>>STS
>>STS
>>0+001+00
2+00
3+00 3+05.48
CB 132
CB 131
CB 123
CB 124
CBMH 122
MH 121
0+00
2+00
3+00
3+80.96
0+0
0
0+3
5
.
0
3
SAN>SAN>C3 C4
C5
MILLS DRIVEMILLS LANE NW
3+004+00
5+00 6+007+007+37.875+00
6+00
6+95.
1
6 GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=934.5
FBWO
926.5
GF=935.7
930.2
FBWO
927.7
GF=935.3
927.8
FBWO
927.3
GF=936.3
928.8
FBWO
928.3
GF=936.4
928.9
FBWO
928.4
GF=936.4
928.9
FBWO
928.4
GF=935.5
928.0
FBWO
927.5
GF=934.7
927.2
FBWO
926.7
GF=931.8
931.2(FFE)
SOG
931.6
GF=933.8
926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(FFE)
SOG
934.3
GF=936.3
936.6(FFE)
SOG
936.1
GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6 4567891011321543211234BLOCK 3BLOCK 1MILLS DRIVER65.5'R34.5'R20'R20'31'31'B-4B-13B-30PRIVATEPUBLICOUTLOT B
OUTLOT C
915
920
925
915
920
925
172' - 18" RCP CL. V @ 0.4%
84' - 18" RCP CL. V @ 0.4%
28' - 15" RCP
CL. V @ 0.5%
19' - 18" PVC
@ 0.0%
CB 124
RIM: 923.64
INV: 916.35
48" DIA
R3067-V
PER DETAIL C7.1/4
CB 123
RIM: 923.64
INL (S): 916.21
INL (W): 916.21
INV: 916.01
48" DIA
R3067-V
PER DETAIL C7.1/4
CBMH 122
RIM: 922.78
INL (S): 915.67
INV: 915.67
48" DIA
PER DETAIL C7.1/4
R-4341-A
BEEHIVE
MH 121
RIM: 926.26
INL (S): 914.93
INV: 914.93
48" DIA
R1642
W/ 3' SUMP & SKIMMER
SUMP INV: 911.93
PER DETAIL C7.4/8
1.5' SEPARATION BETWEEN STORM
SEWER AND WATERMAIN
FINISHED GRADE
EXISTING GRADE
EG:FG:-0+25 EG: 920.71FG: 926.860+00 EG: 920.20FG: 926.80EG: 920.48FG: 926.330+50 EG: 920.40FG: 925.65EG: 920.83FG: 925.201+00 EG: 920.78FG: 924.50EG: 920.74FG: 923.921+50 EG: 920.80FG: 923.30EG: 920.88FG: 923.502+00 EG: 920.74FG: 924.99EG: 920.89FG: 925.162+50 EG: 924.25FG: 924.02EG: 924.23FG: 923.893+00 EG:FG:EG:FG:3+50 EG:FG:3+75
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
Radius
322.819
50.000
86.435
50.000
50.000
98.963
313.000
489.730
Length
190.097'
75.492'
29.495'
78.540'
78.540'
111.414'
81.662'
111.214'
Delta
33°44'22"
86°30'28"
19°33'05"
90°00'00"
90°00'00"
64°30'16"
14°56'55"
13°00'41"
Start Station
0+46.41
2+36.51
6+33.04
2+77.00
5+00.54
0+15.76
3+32.78
4+73.37
End Station
2+36.51
3+12.00
6+62.53
3+55.54
5+79.08
1+27.17
4+14.44
5+84.58
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C502SCD001B.DWG
MILLS DRIVE
STREET & STORM
C5.2B
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C5.2ASEE SHEET C5.2ACB 124 - STMH 121
VERTICAL SCALE = 1":3'
Refer to sheet C2.2 for typical street cross sections
Refer to sheets 8.1 for Mill Drive Cross Sections.
19.
20.
PAVING NOTES
147
915
920
925
930
935
915
920
925
930
935
EG:FG:-0+25 EG: 933.76FG: 932.720+00 EG: 933.46FG: 933.55EG: 933.63FG: 932.010+50 EG: 932.83FG: 931.87EG: 932.13FG: 930.621+00 EG: 930.47FG: 929.56EG: 929.16FG: 928.641+50 EG: 928.17FG: 929.23EG: 927.29FG: 929.622+00 EG: 924.32FG: 927.64EG:FG:2+50 EG:FG:2+75
CBMH 405
RIM: 932.72
INL (E): 926.14
INL (N): 926.14
INV: 926.14
NYLOPLAST DRAIN
PER DETAIL C7.1/11
56' - 8" HDPE @ 1.0
%
CBMH 404
RIM: 931.56
INL (N): 925.58
INL (E): 925.58
INV: 925.58
NYLOPLAST DRAIN
PER DETAIL C7.1/11
55' - 8" HDPE @ 1.0
%
CBMH 403
RIM: 930.10
INL (N): 925.03
INL (E): 925.03
INV: 925.03
NYLOPLAST DRAIN
PER DETAIL C7.1/11
55' - 8" HDPE @ 1.0
%
CBMH 402
RIM: 928.06
INL (N): 924.48
INL (E): 924.48
INV: 924.48
48" DIA
R4341-A
BEEHIVE
W/ 3' SUMP & SKIMMER
SUMP INV: 921.48
PER DETAIL C7.4/8
75' - 8" HDPE @ 1.0
%
FES 401
INV= 923.73
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
FINISHED GRADE
EXISTING GRADEMILLS DRIVE2+003+004+00
5+00 6+006+95.
1
6 GF=927.8928.1 (FFE)SOG927.6GF=928.8929.1 (FFE)SOG928.6GF=930.8931.1 (FFE)SOG930.6GF=936.4
928.9
FBWO
928.4
GF=935.5
928.0
FBWO
927.5
GF=934.7
927.2
FBWO
926.7
GF=931.8
931.2(FFE)
SOG
931.6
GF=933.8
926.3
FBWO
925.8
GF=932.5
932.8(FFE)
SOG
932.3
GF=933.7
934.0(FFE)
SOG
933.5
GF=934.5
934.8(FFE)
SOG
934.3
GF=936.3
936.6(FFE)
SOG
936.1
BASIN 31P
HWL = 925.53
BOT = 924.0089101132154321BLOCK 1BLOCK 2NWL = 920.58
HWL = 921.95
OUTLOT BOUTLOT ASAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>2+003+004+00
5+00 6+006+95.
1
6 STS>>STS>>STS>>STS>>STS
>>STS
>>STS
>>STS
>>STS
>>STS
>>STS
>>STS>>STS>>STS>>STS >>STS >>STS>>1+00
2+00
0+00
1+00
2+00
2+40.84 0+001+001+32.23CB 132
CB 131
CB 123
CBMH 122
MH 121
CBMH 405
CBMH 404
CBMH 403 CBMH 402
FES 401 STS>>
FES 411
CBMH 412
CBMH 413
0+00
1+00
1+31.7
5
0+001+001+51.523+80.96
0+0
0
0+3
5
.
0
3
SAN>C4
C5 MILLS DRIVECLEAN OUT
INV: 926.55
PER DETAIL C7.4/5
CLEAN OUT
INV: 926.24
PER DETAIL C7.4/5
CLEAN OUT
INV: 925.70
PER DETAIL C7.4/5
CLEAN OUT
INV: 925.14
PER DETAIL C7.4/5
CLEAN OUT
INV: 924.81
PER DETAIL C7.4/5
B-4WETLAND 320' CITY WETLANDBUFFER20' CITY WETLANDBUFFER30' CITY WETLANDBUFFER SETBACK (TYP)CLEAN OUT
INL (E): 926.66
INV: 926.66
PER DETAIL C7.4/5
CLEAN OUT
INV: 926.91
PER DETAIL C7.4/5 OUTLOT C915
920
925
930
915
920
925
930
EG:FG:-0+25 EG: 927.77FG: 923.730+00 EG: 926.88FG: 928.78EG: 927.12FG: 930.100+50 EG: 926.41FG: 927.07EG: 926.39FG: 928.101+00 EG: 925.84FG: 926.55EG:FG:1+50 EG:FG:1+75
CBMH 412
RIM: 928.04
INL (E): 924.10
INV: 924.10
NYLOPLAST DRAIN
PER DETAIL C7.1/11
CBMH 413
RIM: 926.68
INL (N): 924.25
INV: 924.35
NYLOPLAST DRAIN
PER DETAIL C7.1/11
55' - 8" HDPE @ 0.5%
22' - 8" HDPE
@ 0.5%
FINISHED GRADE
EXISTING GRADE
FES 411
INV= 924.00
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
910
915
920
925
930
935
910
915
920
925
930
935
EG:FG:-0+25 EG: 928.27FG: 928.270+00 EG: 927.88FG: 927.88EG:FG:0+50 EG:FG:0+75
CB 132
RIM: 928.81
INV: 925.32
48" DIA
R3501-TL
PER DETAIL C7.1/4CB 131
RIM: 928.78
INL (SW): 924.34
INV: 920.44
48" DIA
R3067-V
PER DETAIL C7.1/4
28' - 15
"
R
C
P
C
L
.
V
@
3
.
5
%
FINISHED GRADE
EXISTING GRADE
WATERMAIN
SANITARY SEWER
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C502SCD001C.DWG
BLOCK 1 & 2
REAR YARDS STORM
C5.2C
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
CBMH 413 - CBMH 412
CBMH 405 - FES 401
VERTICAL SCALE = 1":3'
CB 131- CB 132
148
SAN
>SAN
>SAN
>SAN
>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >
SAN
>
SAN
>
STS >>STS >>STS >>STS >>STS >>>>STS
>>
STS
>>
STS
>>STS>>STS >>STS >>STS >>STS >>STS >>0+001+00
2+00 3+00
4+00
C6
C7
AVIENDA LANE S.0+001+00
2+00 3+00
4+00
GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5 1
2
3 4 5 6
7
BLOCK 6
OUTLOT F
C7.2
3
STREET INTERSECTION
CONCRETE VALLEY GUTTER
R20'R20'R112.96'R84.96'R327'R299'28'B-BB-26 CLEAN OUT
CLEAN OUT
BLUFF CREEK BLVD
OUTLOT F
OUTLOT F
900
905
910
915
920
925
930
1.20%
-3.27
%
-1.44%GRADE BREAK STA = 0+22.79ELEV = 921.335PVI STA: 0+85.00
PVI ELEV: 922.08
K: 22.36
LVC: 100.00
AD: -4.47%BVCS: 0+35BVCE: 921.48EVCS: 1+35EVCE: 920.45PVI STA: 2+25.00
PVI ELEV: 917.50
K: 54.63
LVC: 100.00
AD: 1.83%BVCS: 1+75BVCE: 919.14EVCS: 2+75EVCE: 916.78FINISHED GRADE
EXISTING GRADE
3+32.78
915.95
PC
1+27.17
920.69
PT
4+14.44
914.77
PT
0+71.46
921.62
Mid
3+73.61
915.36
Mid
890
EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.20FG: 921.36EG: 921.58FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62AVIENDA LANE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
Radius
322.819
50.000
86.435
50.000
50.000
98.963
313.000
489.730
Length
190.097'
75.492'
29.495'
78.540'
78.540'
111.414'
81.662'
111.214'
Delta
33°44'22"
86°30'28"
19°33'05"
90°00'00"
90°00'00"
64°30'16"
14°56'55"
13°00'41"
Start Station
0+46.41
2+36.51
6+33.04
2+77.00
5+00.54
0+15.76
3+32.78
4+73.37
End Station
2+36.51
3+12.00
6+62.53
3+55.54
5+79.08
1+27.17
4+14.44
5+84.58
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C503SCD001A.DWG
AVIENDA LANE SOUTH
STREET & STORM
C5.3A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3BRefer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
149
BLUFF CREEK BLVD
.SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>>SAN>SAN>SAN>SAN>SAN>SAN>>
SAN
>
SAN
>
SAN
>
SAN
>
SAN
>
SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS
CB 204A
CB 203
4+00
5+00
6+00 7+007+80.790+
0
0
1+00 1+05.23
>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>
C8
0+00
0+43.06CB 203A
CB 204
GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
7
8R327'R299'R475.73'R503.73'R20'R20'28'B-BCLEAN OUT
CLEAN OUTOUTLOT F
OUTLOT E
2.40%
-1.44%GRADE BREAK STA = 7+12.10ELEV = 916.704PVI STA: 5+50.00
PVI ELEV: 912.81
K: 52.06
LVC: 200.00
AD: 3.84%BVCS: 4+50BVCE: 914.26EVCS: 6+50EVCE: 915.21LP STA: 5+25.06
LP ELEV: 913.71
FINISHED GRADE
EXISTING GRADE
6+69.32
915.68
PI
4+73.37
913.97
PC
4+14.44
914.77
PT
5+84.58
914.05
PT
3+73.61
915.36
Mid
5+28.98
913.72
Mid
EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.72FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:AVIENDA LANE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
Curve Table: Alignments
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
Radius
322.819
50.000
86.435
50.000
50.000
98.963
313.000
489.730
Length
190.097'
75.492'
29.495'
78.540'
78.540'
111.414'
81.662'
111.214'
Delta
33°44'22"
86°30'28"
19°33'05"
90°00'00"
90°00'00"
64°30'16"
14°56'55"
13°00'41"
Start Station
0+46.41
2+36.51
6+33.04
2+77.00
5+00.54
0+15.76
3+32.78
4+73.37
End Station
2+36.51
3+12.00
6+62.53
3+55.54
5+79.08
1+27.17
4+14.44
5+84.58
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C503SCD001B.DWG
AVIENDA LANE SOUTH
STREET & STORM
C5.3B
NORTH
0 30 60
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3AREFER TO SHEET
C5.3C FOR STORM
SEWER DESIGN
REFER TO SHEET C5.3C FOR STO
R
M
S
E
W
E
R
D
E
I
G
N
AVIENDA
L
A
N
E
S
VERTICAL SCALE = 1"=3'
Refer to sheet C2.2 for typical street cross sections19.
PAVING NOTES
150
BLUFF CREEK BLVD
.SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>
SAN
>
SAN >SAN >SAN >SAN >SAN >SAN >SAN>STS >>STS >>STS >>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>
0+00
1+00
2+00
3+00
3+4
7
.
4
2
CB 204A
CB 203
FES 201
STS
>>
0
+
0
0
1+00 1+05.23
MH 202STS>>STS >>STS >>STS >>STS >>STS >>STS >>
0+00
0+43.06CB 203A
CB 204
AVIENDA LANE S.
OUTLOT E
CB 200 SERIES
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
895
900
905
910
915
920
895
900
905
910
915
920
EG:FG:-0+25 EG: 915.84FG: 913.560+00 EG: 915.55FG: 913.51EG: 915.28FG: 913.650+50 EG: 914.97FG: 913.89EG: 914.65FG: 914.491+00 EG: 914.44FG: 914.71EG: 914.78FG: 915.281+50 EG: 914.71FG: 915.93EG: 914.63FG: 916.632+00 EG: 914.56FG:EG: 914.48FG:2+50 EG: 914.41FG:EG: 914.11FG:3+00 EG: 911.04FG:EG:FG:3+50 EG:FG:3+75
FES 201
INV= 908.00
PER DETAIL C7.3/7
RIP-RAP PER DETAIL C7.1/5
293' - 18" RCP CL. V @ 0.3%
FINISHED GRADE
EXISTING GRADE MH 202
RIM: 914.01
INL (W): 908.12
INV: 908.12
48" DIA
R-1642
W/ 3' SUMP
SUMP INV: 905.12
PER DETAIL C7.4/8
41' - 18" RCP
CL. V @ 0.3%
CB 203A
RIM: 913.38
INV: 909.28
2'X3' BOX
R-3067-VB
PER DETAIL C7.3/9
CB 203
RIM: 913.29
INL (N): 909.20
INL (W): 909.20
INV: 909.00
48" DIA
R3067-VB
PER DETAIL C7.1/4
8' - 15" RCP
CL. V @ 1.0%
CB 204 - CB 203
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
895
900
905
910
915
920
895
900
905
910
915
920
3.6' SEPARATION BETWEEN STORM
SEWER AND WATERMAIN
EG:FG:-0+25 EG: 915.83FG: 915.830+00 EG: 915.91FG: 915.91EG:FG:0+50 EG:FG:0+75
CB 203
RIM: 913.29
INL (N): 909.20
INL (W): 909.20
INV: 909.00
48" DIA
R3067-VB
PER DETAIL C7.1/4
25' - 15"
R
C
P
CL. V @
2
.
2
%
CB 204A
RIM: 913.29
INL (W): 909.75
INV: 909.75
48" DIA
R3067-VB
PER DETAIL C7.1/4
CB 204
RIM: 913.30
INV: 909.83
2'X3' BOX
R-3067-VB
PER DETAIL C7.3/9
8' - 15" RCP
CL. V @ 1.0%
WTAERMAIN
SANITARY SEWER
FINISHED GRADE
EXISTING GRADE
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C503SCD001C.DWG
AVIENDA LANE SOUTH
STORM SEWER
C5.3C
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
CB 203A - FES 201
151
900
905
910
915
920
925
930
8" PV
C
C
9
0
0
W
A
T
E
R
M
AI
N
SAN MH 41-040
RIM: 926.07
INL (E): 900.77
INL (S): 912.10
INV: 900.67
STORM SEWER
STORM SEWER
SAN MH 41-041
RIM: 921.57
INL (SE): 901.48
INV: 901.38
FINISHED GRADE
EXISTING GRADE
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=916.94
EXISTING
1
2
"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
30' - 8" PVC C900 @ 0.50%
12" X 8" REDUCER
EXISTING - 8" PVC SDR 26 SANITARY S
E
W
E
R
0+
0
0
1+00
2+00 3+00GF=927.3919.8FBWO919.3GF=926.8919.3FBWO918.8GF=924.7917.2FBWO916.7GF=923.1915.6FBWO915.1GF=922.0914.5FBWO914.0GF=930.8923.3FBWO922.8GF=933.1FBWO925.1GF=932.2924.9FBLO924.4GF=929.8922.3FBWO921.8126712345BLOCK 4UNDERGROUNDBASIN 25PHWL = 919.63BTM = 912.63SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>>
>STS>>STS>>SAN>SAN>0+
0
0
1+00
2+00 3+00STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+001+00
1+64.718" G.V.(2) 12" - 45° BENDS8" X 12" REDUCER0+000+00
1+001+11.10SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>C1
C2
STS>>STS>>STS>>EXISTING SAN WYE
INV.=911.52
W.C.S. ELEV = 926.16
LFE = 919.3
EXISTING SAN WYE
INV. = 911.98
W.C.S. ELEV = 925.09
LFE = 918.8
EXISTING SAN WYE
INV.=910.10
W.C.S. ELEV = 923.00
LFE = 916.7
EXISTING SAN WYE
INV.=908.99
W.C.S. ELEV = 921.93
LFE = 915.1
EXISTING SAN WYE
INV.=908.17
W.C.S. ELEV = 921.12
LFE = 914.0
EXISTING
12" G.V.
EXISTING 12" -
22-1/2° BEND
EXISTING
HYDRANT & VALVE
SAN MH 41-040SAN MH 41-041
SAN MH 41-035
SAN WYE: 3+03.5INV. = 918.56W/ 5' RISERW.C.S. ELEV = 929.28LFE = 923.3SAN WYE: 2+86.8INV. = 917.56W/ 4' RISERW.C.S. ELEV = 928.60LFE = 922.3SAN WYE: 3+38.9INV. = 920.17W/ 7' RISERW.C.S. ELEV = 931.03LFE = 924.9SAN WYE: 3+50.9INV. = 920.86W/ 7' RISERW.C.S. ELEV = 931.90LFE = 925.639'
-
18
"
RCP@ 0
.5%
51' - 15" RCP
@ 0.5%
4 5R =240.00Δ=75°32'48"OUTLOT C895
EG:FG:-0+25 EG: 920.05FG: 920.050+00 EG: 919.83FG: 919.83EG: 920.58FG: 920.580+50 EG: 921.14FG: 921.14EG: 921.69FG: 921.691+00 EG: 922.25FG: 922.25EG: 922.80FG: 922.801+50 EG: 923.36FG: 923.36EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68MILLS LANE NW
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C601SCD001A.DWG
MILLS LANE NW
SANITARY & WATER
C6.1A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NW
SEE SHEET C6.1B
SEE SHEET C6.1B1
1
152
910
915
920
925
930
935
940
328' - 8" PVC C900 @ 0.51%
SAN MH 41-042 / 1
RIM: 934.80
INL (S): 914.01
INV: 913.91
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
8" PVC C900 WATERMAIN
8" PV
C
C
9
0
0
W
A
T
E
R
M
AI
N
SAN MH 41-040
RIM: 926.07
INL (E): 900.77
INL (S): 912.10
INV: 900.67
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=916.94
EXISTING
1
2
"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
30' - 8" PVC C900 @ 0.50%
CONNECT TO EXISTING
SANITARY STUB AT
INV=912.25
SEE SHEET C6.2A FOR
PIPE CONTINUATION
12" X 8" REDUCER
SEE SHEET C6.2A FOR PIPE
CONTINUATION
6" LEAD
6" LEAD
64' - 8" PVC SDR 26 @ 0.50%
SAN MH 41-043 / 1A
RIM: 935.03
INL (SE): 914.43
INV: 914.33
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8SAN>SAN>SAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>2+003+006+95.
1
62+003+00
4+00
5+00
6+00
STS
>>STS>>STS>>STSHYDRANT & VALVE W/ 6" PVC
C900 LEADPER DETAIL C7.3/2
HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" G.V.
(2) 12" - 45° BENDS
8" X 12" REDUCER
8" X 6" TEESAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN>8" X 6" TEE
8" - 45° BEND8" X 8" TEE8" - 45° BEND8" G.V.C2C3 C4EXISTINGHYDRANT & VALVESAN MH 41-040
SAN MH 41-041
SAN WYE: 3+03.5
INV. = 918.56
W/ 5' RISER
W.C.S. ELEV = 929.28
LFE = 923.3
SAN WYE: 2+86.8
INV. = 917.56
W/ 4' RISER
W.C.S. ELEV = 928.60
LFE = 922.3
SAN WYE: 3+38.9
INV. = 920.17
W/ 7' RISER
W.C.S. ELEV = 931.03
LFE = 924.9
SAN WYE: 3+50.9
INV. = 920.86
W/ 7' RISER
W.C.S. ELEV = 931.90
LFE = 925.6
SAN WYE: 3+88.7
INV. = 925.46
W/ 12' RISER
W.C.S. ELEV = 932.78
LFE = 934.2
SAN WYE: 4+15.1
INV. = 922.26
W/ 8' RISER
W.C.S. ELEV = 933.37
LFE = 927.0
SAN WYE: 4+49.5
INV. = 926.36
W/ 12' RISER
W.C.S. ELEV = 933.99
LFE = 935.1
SAN WYE: 4+70.4
INV. = 923.06
W/ 9' RISER
W.C.S. ELEV = 934.33
LFE = 927.8
SAN WYE: 5+05.3
INV. = 927.06
W/ 13' RISER
W.C.S. ELEV = 934.67
LFE = 936.8
SAN WYE: 5+25.0
INV. = 925.46
W/ 11' RISER
W.C.S. ELEV = 934.90
LFE = 930.2
SAN WYE: 5+61.1
INV. = 928.66
W/ 14' RISER
W.C.S. ELEV = 935.32
LFE = 936.4
SAN WYE: 5+83.2
INV. = 924.06
W/ 10' RISER
W.C.S. ELEV = 935.5
LFE = 928.8
SAN WYE: 6+14.2
INV. = 927.96
W/ 13' RISER
W.C.S. ELEV = 935.58
LFE = 936.7
SAN WYE: 6+25.7
INV. = 924.16
W/ 9' RISER
W.C.S. ELEV = 935.55
LFE = 928.9 SAN WYE: 3+44.6INV. = 924.16W/ 8' RISERW.C.S. ELEV = 934.41LFE = 928.9SAN WYE: 3+76.6INV. = 926.86W/ 11' RISERW.C.S. ELEV = 934.41LFE = 936.6MILLS DRIVEMILLS LANE NW
2+003+002+003+00
4+00
5+00
6+00
6+95.
1
6GF=927.3919.8GF=926.8919.3GF=924.7917.2FBWOGF=930.8
923.3
FBWO
922.8
GF=933.1
925.6
FBWO
925.1
GF=934.5
927.0
FBWO
926.5
GF=935.7
930.2
FBWO
927.7
GF=935.3
927.8
FBWO
927.3
GF=936.3
928.8
FBWO
928.3
GF=936.4
928.9
FBWO
928.4
GF=936.4
928.9
FBWO
928.4
GF=936.4
936.7(FFE)
SOG
936.2
GF=936.1
936.4(FFE)
SOG
935.9
GF=935.5
936.8(FFE)
SOG
935.3
GF=934.8
935.1(FFE)
SOG
934.6
GF=933.9
934.2(FFE)
SOG
933.7
GF=932.2
924.9
FBLO
924.4
GF=929.8
922.3
FBWO
921.8 123456781234567BLOCK 3BLOCK 5OUTLOT C
OUTLOT C
895
EG: 923.91FG: 923.912+00 EG: 924.47FG: 924.47EG: 925.02FG: 925.022+50 EG: 925.57FG: 925.57EG: 926.13FG: 926.133+00 EG: 926.68FG: 926.68EG: 927.23FG: 927.233+50 EG: 927.79FG: 927.79EG: 928.34FG: 928.344+00 EG: 928.89FG: 928.89EG: 929.44FG: 929.444+50 EG: 929.99FG: 929.99EG: 930.54FG: 930.545+00 EG: 931.10FG: 931.10EG: 931.65FG: 931.655+50 EG: 932.20FG: 932.20EG: 932.75FG: 932.756+00 EG: 933.30FG: 933.30EG: 933.88FG: 933.886+50 EG: 934.34FG: 934.34EG:FG:7+00 EG:FG:7+25
MILLS LANE NW
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C601SCD001B.DWG
MILLS LANE NW
SANITARY & WATER
C6.1B
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS LANE NW SEE SHEET C6.2ASEE SHEET C6.2A1
1
SEE SHEET C6.1A
SEE SHEET C6.1A153
910
915
920
925
930
935
940
945
SAN MH 41-045 / 3
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
160' - 8" PVC SDR 26 @ 0.50%
SAN MH 41-044 / 2
RIM: 933.90
INL (S): 914.80
INV: 914.70
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
54' - 8" PVC SDR 26 @ 0.50%
8" PVC
C
9
0
0
W
A
T
E
R
M
A
I
N
FINISHED GRADE
EXISTING GRADE
8" PV
C
C
9
0
0
W
A
T
E
R
M
A
I
N
SEE SHEET C6.1 FOR PIPE
CONTINUATION
6" LEAD
CONTRACTOR TO VERIFY 8"
WATERMAIN LOCATION PRIOR TO
CONNECTION
SAN MH 41-043 / 1A
RIM: 935.03
INL (SE): 914.43
INV: 914.33
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
AIR RELIEF MANHOLE
RIM: 937.39
INL (W): 929.31
INL (E): 929.31
48" DIA
PER DETAIL C7.2/11
CASTING R-1758
905
EG:FG:-0+25 EG: 936.58FG:0+00 EG: 936.52FG:EG: 936.68FG:0+50 EG: 937.01FG:EG: 937.29FG:1+00 EG: 937.55FG: 937.54EG: 937.71FG: 937.691+50 EG: 937.71FG: 937.72EG: 937.45FG: 937.512+00 EG: 936.92FG: 937.07EG: 936.24FG: 936.392+50 EG: 935.57FG: 935.65EG: 934.89FG: 935.003+00 EG: 934.21FG: 934.46EG: 933.54FG: 934.023+50 EG: 932.86FG: 933.64EG: 932.18FG: 933.254+00 EG: 931.51FG: 932.86EG: 930.83FG: 932.474+50SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>STS >>STS>>STS>>STS>>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>SAN>SAN>1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>SAN MH 41-044 / 2
SAN MH 41-045 / 3
SAN MH 41-046 / 4
SAN MH 41-047 / 58+34.850+
0
0
1+00 1+32.23
STS>>HYDRANT & VALVE W/ 6" PVCC900 LEADPER DETAIL C7.3/28" - 45° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" - 45° BEND
CONNECT TO EXISTING
8" WATERMAIN
0+001+001+31.750+00 1+00 1+51.52
INSTALL 8" GATE
VALVE & BOX
0+000+35.03SAN>SAN>SAN MH 41-043 / 1A8" X 6" TEE8" - 45° BEND
8" X 8" TEE
8" - 45° BEND
8" - 45° BEND
8" G.V.C4
C5 SAN WYE: 6+25.7INV. = 924.16W.C.S. ELEV = 935.55SAN WYE: 3+44.6
INV. = 924.16
W/ 8' RISER
W.C.S. ELEV = 934.41
LFE = 928.9
SAN WYE: 3+76.6
INV. = 926.86
W/ 11' RISER
W.C.S. ELEV = 934.41
LFE = 936.6
SAN WYE: 3+84.1
INV. = 923.26
W/ 7' RISER
W.C.S. ELEV = 933.70
LFE = 928.0
SAN WYE: 4+37.8
INV. = 926.06
W/ 10' RISER
W.C.S. ELEV = 933.36
LFE = 934.8
SAN WYE: 4+31.8
INV. = 922.46
W/ 6' RISER
W.C.S. ELEV = 933.01
LFE = 927.2
SAN WYE: 4+88.6
INV. = 924.26
W/ 7' RISER
W.C.S. ELEV = 932.43
LFE = 934.0
SAN WYE: 4+93.6
INV. = 921.56
W/ 5' RISER
W.C.S. ELEV = 931.76
LFE = 926.3
SAN WYE: 5+09.6
INV. = 924.06
W/ 7' RISER
W.C.S. ELEV = 931.22
LFE = 932.8
SAN WYE: 5+41.4
INV. = 926.46
W.C.S. ELEV = 930.23
LFE = 931.2
SAN WYE: 5+71.1
INV. = 922.36
W.C.S. ELEV = 928.80
LFE = 931.1
SAN WYE: 6+23.7
INV. = 919.36
W.C.S. ELEV = 926.88
LFE = 929.1
SAN WYE: 6+48.7
INV. = 919.36
W.C.S. ELEV = 925.85
LFE = 928.1
MILLS DRIVE
1+00
2+00
3+0
0
4+005+006+00
7+00 7+37.876+95.16GF=927.8
928.1 (FFE)
SOG
927.6
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6 GF=936.4928.9FBWO928.4GF=936.4928.9FBWO928.4GF=935.5928.0FBWO927.5GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1BASIN 31PHWL = 925.53BOT = 924.007
8
9
10
11
321
5
4
3
2
1
BLOCK 1
BLOCK 2
NWL = 920.58HWL = 921.95OUTLOT B
OUTLOT AOEOEOEOEOEOEOEOEOEOEOEOEOE>>IIIB-4 OUTLOT CMILLS DRIVE
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C602SCD001A.DWG
MILLS DRIVE
SANITARY & WATER
C6.2A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C6.2BSEE SHEET C6.2B
SEE SHEET C6.1A
1
1
154
910
915
920
925
930
935
SAN MH 41-047 / 5
RIM: 924.47
INV: 916.50
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
95' - 8" PVC SDR 35 @ 0.50%
SAN MH 41-046 / 4
RIM: 928.54
INL (E): 916.02
INV: 915.92
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
44' - 8" PVC SDR 35 @ 0.50%
SAN MH 41-045 / 3
RIM: 930.78
INL (SE): 915.70
INV: 915.60
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
160' - 8" PVC SDR 26 @ 0.50%
SAN MH 41-044 / 2
INL (S): 914.80
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
8"
P
V
C
C
9
0
0
W
A
T
E
R
M
A
I
N
FINISHED GRADE
EXISTING GRADE
8" PV
C
C
9
0
0
W
A
T
E
R
M
A
I
N
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=913.55
6" LEAD
EG: 932.18FG: 933.254+00 EG: 931.51FG: 932.86EG: 930.83FG: 932.474+50 EG: 930.15FG: 932.02EG: 929.48FG: 931.375+00 EG: 928.80FG: 930.50EG: 928.12FG: 929.415+50 EG: 927.44FG: 928.16EG: 926.77FG: 926.936+00 EG: 926.09FG: 925.86EG: 925.41FG: 924.996+50 EG: 924.74FG: 924.32EG: 924.04FG: 923.837+00 EG: 923.52FG:4+005+006+00
7+00 7+37.87
GF=927.8
928.1 (FFE)
SOG
927.6
GF=928.8
929.1 (FFE)
SOG
928.6
GF=930.8
931.1 (FFE)
SOG
930.6 GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.310
11
321
5
4
3
2
BLOCK 1
BLOCK 2
OUTLOT B L=438.72R=1815.00Δ=13°50'58"SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SANSAN>SAN
>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>4+005+006+00
7+00 7+37.87
STS >>STS >>STS >>STS >>STS>>STS>>STS>>STSSTSSAN MH 41-045 / 3
SAN MH 41-046 / 4
SAN MH 41-047 / 50+000+
0
0
8" - 45° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" - 45° BEND
CONNECT TO EXISTING
8" WATERMAIN
1+00 1+51.52 0+000+35.03C
5
SAN WYE: 4+37.8
INV. = 926.06
W/ 10' RISER
W.C.S. ELEV = 933.36
LFE = 934.8
SAN WYE: 4+31.8
INV. = 922.46
W/ 6' RISER
W.C.S. ELEV = 933.01
LFE = 927.2
SAN WYE: 4+88.6
INV. = 924.26
W/ 7' RISER
W.C.S. ELEV = 932.43
LFE = 934.0
SAN WYE: 4+93.6
INV. = 921.56
W/ 5' RISER
W.C.S. ELEV = 931.76
LFE = 926.3
SAN WYE: 5+09.6
INV. = 924.06
W/ 7' RISER
W.C.S. ELEV = 931.22
LFE = 932.8
SAN WYE: 5+41.4
INV. = 926.46
W.C.S. ELEV = 930.23
LFE = 931.2
SAN WYE: 5+71.1
INV. = 922.36
W.C.S. ELEV = 928.80
LFE = 931.1
SAN WYE: 6+23.7
INV. = 919.36
W.C.S. ELEV = 926.88
LFE = 929.1
SAN WYE: 6+48.7
INV. = 919.36
W.C.S. ELEV = 925.85
LFE = 928.1
MILLS DRIVE
B-4
B-30AVIENDA PKWY.OUTLOT C
OUTLOT B
MILLS DRIVE
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
910
915
920
925
930
935
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C602SCD001B.DWG
MILLS DRIVE
SANITARY & WATER
C6.2B
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
MILLS DRIVE
SEE SHEET C5.2ASEE SHEET C5.2A
155
SAN
>SAN
>SAN
>SAN
>SAN
>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >
SAN
>
SAN
>
SAN MH 41-051 / 13
SAN MH 41-050 / 12
STS >>STS >>STS >>STS >>STS >>STS>>STS
>>
STS
>>
STS
>>STSSTS>>STS >>STS >>STS >>STS >>STS >>
8" - 45° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" - 22.5° BEND
8" X 6" TEE
HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" X 6" TEE
8" - 11.25° BENDC6
C7
SAN WYE: 0+90.0
INV. = 910.45
W.C.S. ELEV = 922.79
LFE = 915.5
SAN WYE: 1+11.6
INV. = 909.44
W.C.S. ELEV = 921.64
LFE = 914.5
SAN WYE: 1+66.1
INV. = 908.47
W.C.S. ELEV = 920.52
LFE = 913.5
SAN WYE: 2+23.8
INV. = 906.76
W.C.S. ELEV = 918.64
LFE =911.8
SAN WYE: 2+79.8
INV. = 905.86
W.C.S. ELEV = 917.63
LFE =910.4
SAN WYE: 3+36.8
INV. = 904.96
W.C.S. ELEV = 916.65
LFE =909.5
SAN WYE: 4+13.4
INV. = 903.46
W.C.S. ELEV = 915.66
LFE =908.5
AVIENDA LANE S.
GF=916.5
908.5
FBWO
908.0
GF=917.5
909.5
FBWO
909.0
GF=918.4
910.4
FBWO
909.9
GF=919.8
911.8
FBWO
911.3
GF=921.5
913.5
FBWO
913.0
GF=922.5
914.5
FBWO
914.0
GF=923.
5
915.5
FBLO
918.5 1
2
3 4 5 6
7
BLOCK 6
B-26
BLUFF CREEK BLVD
OUTLOT F
900
905
910
915
920
925
930
SAN MH 41-051 / 13
RIM: 921.44
INV: 906.51
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
256' - 8" PVC SDR 26 @ 0.50%
SAN MH 41-050 / 12
RIM: 915.47
INL (W): 905.13
INV: 902.38
60" DIA INSIDE DROP
PER DETAIL C7.2/12
CASTING R-1642 PER DETAIL C7.3/8
178' - 8" PVC SDR 26 @ 0.50%
8" PVC C900
W
A
T
E
R
M
A
I
N
CONNECT INTO EXISTING
WATERMAIN PLUG AT INV=912.75
FINISHED GRADE
EXISTING GRADE
SOILS TO BE COMPACTED
TO 100% STD PROCTOR
WITH SITE SUITABLE FILL
AT 1:1 FROM BOTTOM OF
EXCAVATION
6" LEAD
6" LEAD
20' - 8" PVC C900
@ 0.50%
890
EG:FG:-0+25 EG: 921.79FG:0+00 EG: 921.20FG: 921.36EG: 921.58FG: 921.610+50 EG: 921.29FG: 921.60EG: 921.01FG: 921.321+00 EG: 920.74FG: 920.75EG: 920.48FG: 919.951+50 EG: 920.18FG: 919.14EG: 919.87FG: 918.382+00 EG: 919.57FG: 917.73EG: 919.26FG: 917.202+50 EG: 918.96FG: 916.78EG: 918.65FG: 916.423+00 EG: 918.35FG: 916.06EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62AVIENDA LANE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C603SCD001A.DWG
AVIENDA LANE SOUTH
SANITARY & WATER
C6.3A
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE S SEE SHEET C5.3BSEE SHEET C5.3B156
BLUFF CREEK BLVD
.SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN
>
SAN
>
SAN
>
SAN
>
SAN
>
SAN
>
SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN MH 41-049 / 11
SAN MH 41-048 / 10
SAN STUB B
STSSTS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>
STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>
4+00
5+00
6+00 7+007+80.79HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" X 6" TEE
8" - 11.25° BEND
HYDRANT & VALVE W/ 6" PVC
C900 LEADER DETAIL C7.3/2
8" X 6" TEE
8" - 45° BEND
10" - 45° BEND
8" X 10"
REDUCER
STS
>>
10" X 10" TEE
10" - 45° BEND 10" PLUG
0
+
0
0
1+00 1+05.23
>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>
C7
C8
0+00
0+43.06SAN WYE: 4+13.4
INV. = 903.46
W.C.S. ELEV = 915.66
LFE =908.5 SAN WYE: 4+78.8
INV. = 902.36
W.C.S. ELEV = 914.57
LFE =907.4
4+00
5+00
6+00 7+007+80.79GF=91
5
.
4
907.4
FBWO
906.9
GF=916.5
908.5
FBWO
908.0
7
8
OUTLOT E
AVIENDA LANE S.
OUTLOT E
OUTLOT F
900
905
910
915
920
925
930
178' - 8" PVC SDR 26 @ 0.50%
SAN MH 41-049 / 11
RIM: 913.61
INL (W): 901.49
INV: 901.39
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
186' - 8" PVC SDR 26 @ 0.50
%
SAN MH 41-048 / 10
RIM: 914.46
INL (W): 900.46
INV: 900.36
48" DIA
PER DETAIL C7.3/5
CASTING R-1642 PER DETAIL C7.3/8
36' - 8" PVC SDR
2
6
@
1
.
0
0
%
STORM SEWER
FINISHED GRADE
EXISTING GRADE
CONNECT INTO EXISTING
WATERMAIN STUB AT INV=904.00
6" LEAD
6" LEAD
10" X 8" REDUCER
10" x 10" TEE
20' - 8" PVC C900
@ 0.50%
ENSURE JOINTS STAGGERED
MAXIMUM OVER CROSSING
890
EG: 918.04FG: 915.703+50 EG: 917.74FG: 915.34EG: 917.45FG: 914.984+00 EG: 917.17FG: 914.62EG: 916.86FG: 914.264+50 EG: 916.56FG: 913.96EG: 916.24FG: 913.775+00 EG: 915.93FG: 913.71EG: 915.61FG: 913.775+50 EG: 915.30FG: 913.95EG: 914.99FG: 914.256+00 EG: 914.68FG: 914.67EG: 914.61FG: 915.216+50 EG: 914.43FG: 915.81EG: 912.72FG: 916.417+00 EG: 917.17FG:EG: 917.05FG:7+50 EG: 917.35FG:EG:FG:8+00 EG:FG:8+25
AVIENDA LANE S
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
SE WATERMAIN LEAD
HORZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
895
900
905
910
915
920
895
900
905
910
915
920
EG:FG:-0+25 EG: 913.33FG: 916.740+00 EG: 913.89FG: 915.42EG: 914.30FG: 916.080+50 EG: 913.72FG: 916.73EG: 913.13FG:1+00 EG:FG:EG:FG:1+50 EG:FG:1+75
10" PVC C900 WATERMAIN
10" X 10" TEE
10" PLUG
INV = 903.74
FINISHED GRADE
EXISTING GRADE
2.9' SEPARATION BETWEEN EXISTING
SANITARY SEWER AND WATERMAIN
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C603SCD001B.DWG
AVIENDA LANE SOUTH
SANITARY & WATER
C6.3B
NORTH
0 30 60
VERTICAL SCALE = 1"=3'
GENERAL NOTES
For construction staking and surveying services contact Landform Professional Services at 612.252.9070.1.
Pipe materials - Refer to utility profiles and 2022 City of Chanhassen standards specifications.
Contact utility service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed
utilities. Contractor to notify engineer immediately if there is any discrepancy.
Contractor to pothole all existing utilities at proposed crossings prior to construction of new utilities to verify depths of
existing lines. Contact engineer immediately if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities per city specifications.
Connect to City utilities in accordance with City of Chanhassen standards.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide
greatest separation between joints. Insulate as required up to 24 inches per City Detail Plate No. 2204.
All joints and connections in the storm sewer system shall be gastight or watertight. Approved resilient rubber joints
must be used to make watertight connections to manholes , catch basins and other structures.
Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic
loading in paved areas.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade per detail C7.2/1.
Contact City of Chanhassen Inspector for watermain connection inspections.
Contact City of Chanhassen Inspector for flushing and pressure test inspections.
Contact Chanhassen Public Works Department at 952-227-1300 to operate valves 24-hours in advance.
Compact cohesive soils in paved areas to 95% of maximum dry density, standard proctor (ASTM D698) except the
top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. the soils
shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted
to not less than 95% of modified proctor density (ASTM D1557).
Maintain 7.5' cover on watermain
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
UTILITY NOTES
AVIENDA LANE SSEE SHEET C5.3ASEE SHEET C5.3A157
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
NO SCALE
TYPICAL 4' DIAMETER
CATCH BASIN MANHOLE4
NO SCALE
RIP RAP DETAIL5
NO SCALE
CATCH BASIN SEDIMENT TRAP1
ROCK CONSTRUCTION ENTRANCE2
SILT FENCE3
NO SCALE
NO SCALENO SCALE
CONCRETE WASHOUT AREA6
FLOATING HEAD SKIMMER
NO SCALE
7
NO SCALE
FLARED END SECTION DETAIL8
SLOPE
VARIES MIN7"2"-3"MAX10"-11"MIN2"MAXMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTIL
TURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION IS
COMPLETE.
NO SCALE
TEMPORARY COMPOST/BIO LOG1045dCOMPOST/BIO LOG
8" MIN. DIAMETER
1"X1" WOOD STAKES MAX. 4 FT. SPACING
NO SCALE
HYDRANT TRACER WIRE DETAIL9
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.1NO SCALE
NYLOPLAST DRAIN11
158
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.2
NO SCALE
CONCRETE SIDEWALK4
NO SCALE
STREET INTERSECTION
CONCRETE VALLEY GUTTER3
NO SCALE
CURB CONSTRUCTION AT CATCH BASIN1
NO SCALE
TYPICAL CURB AND GUTTER2
NO SCALE
WEEPER DITCH CHECK5
STREET AND TRAFFIC SIGN INSTALLATION6
NO SCALE
INSTALL TREE PROTECTION DEVICES PRIOR TO START OF LAND DISTURBANCE.
MAINTAIN UNTIL FINAL LANDSCAPE IS INSTALLED.
ORANGE, POLYETHYLENE SAFETY NETTING. THREE TIES PER POST.
5'2.5'
6.5' STEEL T-POST, 1.25 lb/LF, POSITION AT DRIPLINE.
2
1
4'
OC
12
NO SCALE
TREE PROTECTION8INSTALL AT DRIPLINE OF TREE1'
WARP NEW TO MATCH
EXISTING WITHIN 3 FEET.
2'
NO SCALE
ASPHALT PAVEMENT TRANSITION7
MILL EXISTING PAVEMENT
TO MATCH NEW WEAR
COURSE THICKNESS.
APPLY TACKCOAT.
NEW PAVEMENT
SECTIONEXISTING
PAVEMENT
SECTION
SAWCUT
LOCATION
1/8" R
NON-EXTRUDING FILLER
AGGREGATE BASE
BITUMINOUS TYP. SECTION
BITUMINOUS SURFACE
24"
3/8"
CONCRETE TYP. SECTION SEALING
MATERIAL
NO SCALE
THICKENED BITUMINOUS EDGE
AND CONCRETE SURFACE9
NO SCALE
AIR RELIEF MANHOLE11
NO SCALE
TYPICAL SANITARY SEWER
SERVICE (LESS THAN 16')10
SANITARY SEWER INSIDE
DROP MANHOLE12
NO SCALE 159
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.3
NO SCALE
SANITARY SERVICE RISER4
NO SCALE
TYPICAL GATE VALVE AND BOX INSTALLATION3
NO SCALE
CONCRTE THRUST BLOCKING1
NO SCALE
TYPICAL HYDRANT INSTALLATION2
NO SCALE
STANDARD SANITARY MANHOLE5
NO SCALE
MANHOLE CASTING AND LIDS DETAIL8
NO SCALE
INSULATED PIPE CROSSING12 NO SCALE
PIPE BEDDING FOR P.V.C. PIPE6
NO SCALE
PIPE BEDDING IN POOR SOILS10
NO SCALE
PIPE BEDDING IN GOOD SOILS RCP & DIP11
NO SCALE
FLARED END SECTION7
NO SCALE
STORM SEWER CATCH BASIN
2'X3' RECTANGULAR9
160
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.4
NO SCALE
STANDARD STORM MANHOLE4
NO SCALE
SANITARY MANHOLE TRACER WIRE DETAIL3
NO SCALE
SANITARY SEWER SYSTEM TRACER WIRE
DETAIL1
SANITARY SEWER SERVICE
LINE TRACER WIRE DETAIL2
NO SCALE
2.3' SandFiltration BedPerforated Collection Pipe w/
Circular Knit Fabric Pipe Sock (typ.)
Filtration
Overflow Outlet
(FES & Pipe)
Geotextile (typ.)
Water Level -
Verification for
Infiltration
Filtration thru Sand 3:1 Max.NO SCALE
ABOVE-GROUND FILTRATION BASIN AND OUTLET MANHOLES66" Topsoil2.3' SandFiltration BedPerforated Distribution
Header Pipe or Chamber (typ.)
Perforated Collection Pipe
w/ circular knit pipe sock (typ.)
Geotextile (typ.)
Geotextile Wrapping System
-ASTM D-4833 (puncture
strength - 125 lb.)
-ASTM D-1117 (Mullen Burst
Strength - 400 psi)
-ASTM D-4632 (Tensile
Strength - 300 lb.)
Filtration thru Sand Surface
Finished Grade (Parking Lot)VariableNativeFillFiltration
Overflow Outlet
(Piped)
Catch Basin Inlet
3' MinNO SCALE
UNDERGROUND FILTRATION SYSTEM7
Outlet Manhole
Perforated Distribution Pipe (typ.)
NO SCALE
DRAINTILE CLEAN OUTS5
Filtration Underdrain
Filtration Underdrain
VARIABLE1'-4"3' SUMPNOTES:
1.ALL JOINTS IN MANHOLE TO HAVE "O" RING
RUBBER GASKETS.
2.MANHOLE STEPS NEENAH R198IJ OR
EQUAL, 16" O.C. ALUMINUM STEPS
APPROVED.
3.DOGHOUSES SHALL BE GROUTED ON BOTH
THE OUTSIDE AND INSIDE.
NO SCALE
SUMP STORM SEWER MANHOLE WITH SKIMMER8
FULL BED OF MORTAR BETWEEN AND A
6" COLLAR ON THE OUTSIDE OF RINGS
MINIMUM OF 2, MAXIMUM OF 4 CONCRETE
ADJUSTING RINGS. WRAP ALL JOINTS
BETWEEN THE RINGS, CASTING, AND
MANHOLE WITH A WATER-TIGHT WRAP.
PRECAST REINFORCED CONCRETE SLAB
6" FOR 48" DIA.
8" FOR 54" - 102" DIA.
12" FOR 108" - 120" DIA.
PRECAST CONCRETE MANHOLE SECTIONS
SKIMMER DEVICE
12" BELOW INVERT
12" ABOVE CROWN
Install "The Preserver"
skimmer by Momentum
Environmental or equal
AASHTO M-6
or ASTM C-33
concrete sand
AASHTO M-43
gravel 1 1
2" - 3 1
2"
AASHTO M-6
or ASTM C-33
concrete sand
NO SCALE
9 POND EMERGENCY OVERFLOW
10'
20'
TOP OF BERM
E.O.F ELEVATION
0.33' MIN.
ENKAMAT 7020 EROSION PREVENTION MAT (OR EQUAL). INSTALL WITH GROUND
STAPLES PER MANUFACTURER'S RECOMMENDATION. INSTALL MAT FROM
CREST OF E.O.F. TO BOTTOM OF OVERFLOW SWALE. COVER WITH TOPSOIL,
SEED, AND MULCH.
161
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Professional Engineer under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Steven E. Sabraski
License No.Date: 08/23/2024
1
2
C701SCD001.DWG
CIVIL CONSTRUCTION
DETAILS
C7.5
NO SCALE
TYPICAL WATER SERVICE1
NO SCALE
TYPICAL MEGALUG LOCATION2
NO SCALE
PEDESTRIAN CURB RAMP DETAILS4
NO SCALE
POND OUTLET STRUCTURE3
162
SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION
EVERGREEN TREES
ABCO12 5 Abies concolor / White Fir 40`H x 20`W 12` HT.B & B
ABCO 7 Abies concolor / White Fir 40`H x 20`W 8` HT B & B
PIDE12 13 Picea glauca `Densata` / Black Hills Spruce 45`H x 20`W 12` HT.B & B
PIDE8 7 Picea glauca `Densata` / Black Hills Spruce 45`H x 20`W 8` HT B & B
PINI 7 Pinus nigra / Austrian Black Pine 50`H x 30`W 6` Ht.B & B
PISY12 5 Pinus sylvestris / Scotch Pine 45`H x 35`W 12` HT.B & B
PISY 3 Pinus sylvestris / Scotch Pine 45`H x 35`W 8` HT B & B
OVERSTORY TREES
ACGI 6 Acer griseum / Paperbark Maple 30`H x 20`W 2.5"Cal B & B
ACNO 7 Acer rubrum `Northwood` / Northwood Maple 50`H x 40`W 2.5"Cal B & B
ACGM 4 Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple 60`H x 40`W 2.5"Cal B & B
AFJ3 8 Acer x freemanii `Jeffersred` / Autumn Blaze Maple 50`H x 40`W 2.5"Cal B & B
AESG 2 Aesculus glabra / Ohio Buckeye 40`H x 35`W 2.5" Cal.B & B
BENI 9 Betula nigra / River Birch 60`H x 50`W 2.5"Cal B & B
CARO 1 Carya ovata / Shagbark Hickory 80`H x 60`W 2.5" Cal.B & B
CATA 1 Catalpa speciosa / Northern Catalpa 70`H x 50`W 2.5" Cal.B & B
CELO 6 Celtis occidentalis / Common Hackberry 60`H x 50`W 2.5" Cal.B & B
FAGG 2 Fagus grandifolia / American Beech 80`H x 80`W 2.5" Cal.B & B
GYDI 9 Gymnocladus dioica / Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B
QUAL 6 Quercus alba / White Oak 70`H x 60`W 2.5"Cal B & B
QUBI 4 Quercus bicolor / Swamp White Oak 50`H x 50`W 2.5"Cal B & B
QUMA 3 Quercus macrocarpa / Burr Oak 70`H x 70`W 2.5"Cal B & B
QUCS 2 Quercus `Crimson Spire` / Crimson Spire Oak 50`H x 15`W 2.5"Cal B & B
TABL 4 Tilia americana `Boulevard` / Boulevard Linden 60`H x 30`W 2.5"Cal B & B
TILG 8 Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B
ULMO 9 Ulmus x `Morton Accolade` TM / American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B
UNDERSTORY TREES
AGAB 11 Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry 20`H x 25`W 1.5"Cal B & B
CARP 10 Carpinus caroliniana / American Hornbeam 30`H x 30`W 2.0" Cal.B & B
CLAD 10 Cladrastis kentukea / American Yellowwood 40`H x 35`W 1.5" Cal.B & B
CCGI 10 Crataegus crus-galli `Inermis` / Thornless Hawthorn 25`H x 25`W 1.5"Cal B & B
MAAK 9 Maackia amurensis / Amur Maackia 30`H x 20`W 1.5" Cal.B & B
MAGN 9 Magnolia stellata / Star Magnolia 20`H x 15`W 1.5" Cal.POT
MASS 10 Malus x `Spring Snow` / Spring Snow Crabapple 25`H x 20`W 1.5"Cal B & B
OSTV 6 Ostrya virginiana / American Hophornbeam 35`H x 25`W 2.0" Cal.B & B
POPU 10 Populus tremuloides / Quaking Aspen 50`H x 30`W 2.0" Cal.B & B
PRUN 10 Prunus cerasifera 'Newport' / Newport Flowering Plum 20`H x 20`W 2.0" Cal.B & B
PRUM 6 Prunus maackii / Amur Chokecherry 30`H x 20`W 1.5" Cal.POT
SORB 11 Sorbus decora / Showy Mountain Ash 30`H x 20`W 1.5" Cal.B & B
SYRE 11 Syringa reticulata / Japanese Tree Lilac 20`H x 15`W 1.5"Cal B & B
SHRUBS
CORE 32 Cornus sericea / Red Twig Dogwood 10`H x 10`W 5 GAL.POT
PHYS 65 Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark 6`H x 6`W #3 POT
VITR 65 Viburnum trilobum / American Cranberrybush 10`H x 10`W 5 GAL.POT
GRASSES
CAKF 8 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 4`H x 2`W 2 GAL.POT
SCHZ 45 Schizachyrium scoparium / Little Bluestem 4`H x 2`W 1 GAL.POT
PERENNIALS
ASCH 18 Astilbe chinensis `Vision in White` / Vision in White Chinese Astilbe 1.5`H x 1.5W #1 Cont.POT
MILLS DRIVE12345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6OUTLOT COUTLOT DOUTLOT COUTLOT BOUTLOT AOUTLOT EOUTLOT FSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>
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0
0+3
5
.
0
3
SAN>STS>>STS>>STS>>STS>>0+000+43.06
SAN MH 41-040
SAN MH 41-041
SAN MH 41-035
>
L2.2B
1
ENLARGED
LANDSCAPE PLAN - NORTH 'B'
L2.2A
1
ENLARGED
LANDSCAPE PLAN - NORTH 'A'FEATURE PLANT BEDBLUFF CREEK
BLVD
AVIENDA PARKWAY PRIVATE DRIVE S.4
(TYP)
4
(TYP)
4(TYP)
4(TYP)
MILLS LANE BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARYBLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYL2.3
1
ENLARGED
LANDSCAPE PLAN - SOUTH
4
(TYP)
9
(TYP)
9
(TYP)
9
(TYP)
9
(TYP)
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 08/23/2024
1
2
L201SCD001.DWG
LANDSCAPE PLAN -
OVERALL
L2.1
NORTH
0 60 120
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources.
Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement
Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to
installation.
Plant material shall conform to the American Association of Nurserymen Standards and be of hardy
stock, free from disease, infestation, damage, and disfiguration.
All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural
uniform shape.
Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial
fertilizer added per cubic yard.
Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction.
Coordinate with grading contractor to ensure final grades are met.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and
provide coordination for required erosion prevention and sediment control.
Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where
adjacent to curbing, walks or buildings.
Place plants according to layout with proper nominal spacing. For discrepancy between the number
of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.
Quantities shown on this sheet are total quantities for design.
See Details for depth of planting soil.
Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.
Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.
Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub
or Perennial Planting Bed. Edging is not required, unless noted otherwise.
Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop
drawings and system components to Landscape Architect for review, prior to purchase and
installation. Contractor shall follow all applicable codes and obtain all necessary permits from local
jurisdiction.
All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been
installed and the Landscape Architect has approved the installation. Landscape contractor is
responsible for replacing any and all plant material that dies during the warranty period. Landscape
contractor shall assume all costs to any replacements. All replacements shall be same species and
sizes and equal or better vigor as original installation.
2.
3.
5.
6.
7.
8.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
PLANT SCHEDULE - OVERALL
CITY REQUIREMENTS
LEGEND
Minimum of one (1) deciduous or coniferous tree placed in front yard of each lot.
City Approved Tree List (Sec. 18-61)
Buffers required when plat is contiguous with a colllector and/or arterial street. Buffers shall be a mix of
trees and shrubs. See sheet L2.5 for buffer quantities and species.
Sodded turf. See Note #8
Seed mix: BWSR Dry to Mesic Buffer South and West
Seed at rate of 46.18 lb/acre
4.
9.
Seed mix: BWSR Shallow Rooted BMP Mix General
Seed at rate of 41.31 lb/acre
163
SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION
OVERSTORY TREES
ACNO 1 Acer rubrum `Northwood` / Northwood Maple 50`H x 40`W 2.5"Cal B & B
CELO 2 Celtis occidentalis / Common Hackberry 60`H x 50`W 2.5" Cal.B & B
GYDI 1 Gymnocladus dioica / Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B
QUBI 1 Quercus bicolor / Swamp White Oak 50`H x 50`W 2.5"Cal B & B
TILG 1 Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B
ULMO 2 Ulmus x `Morton Accolade` TM / American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B
AVIENDA PARKWAY
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>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS
>>STS
>>STS>>STS
>>STS>>STS>>STS
>>STS
>>
STS
>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+0
0
0+3
5
.
0
3
SAN>SAN>STS>>STS>>STS>>STS>>STS>>SAN MH 41-040
SAN MH 41-041
SAN MH 41-035
30'
SITE TRIANGLE
FEATURE PLANT BED(1) TILG
(1) BENI
(1) BENI
(2) ULMO
(3) ULMO
(3) BENI
(1) BENI
(2) SORB
(3) POPU
(2) SORB
(1) CELO (2) CELO
(1) GYDI
(1) TILG
(1) CELO
(2) ULMO
(2) GYDI
(2) BENI
(2) CELO
(2) ULMO
(1) ACNO
(1) TILG
(1) BENI
(1) QUBI
(1) QUBI
(1) QUBI
(1) QUAL
(2) QUAL
MILLS DRIVE
30'
SITE TRIANGLE
30'
SITE TRIANGLE
L2.2B NORTH LOTS -
EAST SIDE BUFFER
L2.2B NORTH LOTS -
WEST SIDE BUFFER
MILLS LANE
L2.2B NORTH LOTS -
NORTH SIDE BUFFER
L2.2BNORTH LOTS -
SOUTH SIDE BUFFER
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 08/23/2024
1
2
L202ASCD001.DWG
ENLARGED LANDSCAPE PLAN -
NORTH
L2.2A
NORTH
0 40 80
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota
origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days
minimum prior to installation.
Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,
infestation, damage, and disfiguration.
All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.
Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.
Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to
ensure final design grades are met.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required
erosion prevention and sediment control.
Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or
buildings.
Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and
the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet
L2.1 for overall quantities for design.
See Details for depth of planting soil.
Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.
Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.
Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.
Edging is not required, unless noted otherwise.
Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system
components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and
obtain all necessary permits from local jurisdiction.
All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape
Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during
the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and
sizes and equal or better vigor as original installation.
2.
3.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
PLANT SCHEDULE - NORTH
LEGEND
Sodded Turf. See Note #8 BWSR Dry to Mesic South and West seed mix.
Seed at rate of 46.18 lbs/acre.
4.
BWSR Shallow Rooted BMP Mix General
Seed at rate of 41.31 lbs/acre.
164
SYMBOL CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT CONDITION
OVERSTORY TREES
ACNO 1 Acer rubrum `Northwood` / Northwood Maple 50`H x 40`W 2.5"Cal B & B
CELO 2 Celtis occidentalis / Common Hackberry 60`H x 50`W 2.5" Cal.B & B
GYDI 1 Gymnocladus dioica / Kentucky Coffee Tree 70`H x 45`W 2.5"Cal B & B
QUBI 1 Quercus bicolor / Swamp White Oak 50`H x 50`W 2.5"Cal B & B
TILG 1 Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 60`H x 40`W 2.5"Cal B & B
ULMO 2 Ulmus x `Morton Accolade` TM / American Elm `Accolade`60`H x 40`W 2.5" Cal.B & B
8
9
10
11
321
5
4
3
2
1
BLOCK 1
BLOCK 2
OUTLOT B
STS >>STS>>STS>>SAN>SAN>SAN>S
A
N>SAN>SAN>SAN>SAN>SAN>SAN>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>0+000+35.03SAN30'
SITE TRIANGLEFEATU
R
E
PL
A
NT
B
E
D
(1) QUAL(1) BENI(1) TABL
(4) VITR
(2) PRUN
(7) SCHZ
(6) PHYS
(1) CCGI
(1) CCGI
(3) VITR
(2) CORE
(2) PRUN
(1) VITR
(1) PRUN
(1) AGAB
(3) SYRE
(2) PHYS
(2) PHYS
(1) CARP
(1) OSTV
(1) CARP
(2) CLAD
(2) VITR
(2) VITR
(1) MAGN
(1) SORB
(1) CARP
(1) MAGN
(1) CORE
(1) AESG
(1) OSTV
(1) MAGN
(1) CARP
(1) CLAD
(1) OSTV
(2) CORE
(2) VITR
(3) PHYS
(2) SORB(3) POPU(2) SORB(2) AGAB
(3) SCHZ
(2) CORE
(2) PHYS
(1) AGAB
(1) GYDI
(1) CORE
(1) VITR
(1) AGAB
(1) VITR
(1) TABL
(1) AGAB
(1) SYRE(1) CELO(2) CELO(1) GYDI(1) TILG(1) CELO(2) ULMO(2) GYDI(3) PHYS
(1) GYDI
(2) CCGI
(1) ACNO(2) CORE
(2) CORE
(2) CORE
(1) CARP
(1) PIDE12
(1) PISY12
(1) PISY12
(1) PISY (2) PIDE8
(1) PIDE12(1) PIDE8
(2) TILG
(1) ABCO
(1) ABCO
(1) PIDE8
(2) PIDE12
(1) PIDE8
(1) ACGI
(1) ACGI
(1) ACGI
(1) ACGI
(5) SCHZ
(1) ACGI
(1) PISY12 (1) QUBI(1) QUBI(1) QUBI(3) ACNOMILLS DRIVEAVIENDA PARKWAY30'
SITE TRIANGLE
Conservation Easement Sign (TYP)
L2.5 NORTH LOTS -
SOUTH SIDE BUFFER
L2.5NORTH LOTS -
EAST SIDE BUFFER
L2.5 NORTH LOTS -
WEST SIDE BUFFER
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 08/23/2024
1
2
L202SCD001.DWG
ENLARGED LANDSCAPE PLAN -
NORTH 'B'
L2.2B
NORTH
0 40 80
MATCHLINE - SEE SHEET L2.2A
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesota
origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days
minimum prior to installation.
Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,
infestation, damage, and disfiguration.
All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.
Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.
Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor to
ensure final design grades are met.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required
erosion prevention and sediment control.
Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or
buildings.
Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and
the number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheet
L2.1 for overall quantities for design.
See Details for depth of planting soil.
Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.
Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.
Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.
Edging is not required, unless noted otherwise.
Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system
components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and
obtain all necessary permits from local jurisdiction.
All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the Landscape
Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during
the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and
sizes and equal or better vigor as original installation.
2.
3.
5.
6.
7.
9.
10.
11.
12.
13.
14.
15.
16.
17.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
PLANT SCHEDULE - NORTH 'B'
8.
4.
LEGEND
Sodded Turf. See Note #8
BWSR Dry to Mesic South and West seed mix.
Seed at rate of 46.18 lbs/acre.
BWSR Shallow Rooted BMP Mix General
Seed at rate of 41.31 lbs/acre.
165
MILLS DRIVE123456789101132154321123456712345BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2OUTLOT COUTLOT COUTLOT BL2.2BNORTH LOTSWEST SIDE BUFFERL2.2BNORTH LOTSEAST SIDE BUFFER(1) QUMA(1) QUAL(1) QUMA(1) QUMA(1) QUAL(1) QUBI(1) QUAL(1) CATA(2) CCGI(1) QUAL(1) CORE(3) PHYS(2) AGAB(3) VITR(5) SCHZ(2) SYRE(1) AFJ3(1) VITR(1) SORB(1) OSTV(1) VITR(1) CARO(2) CORE(4) PHYS(2) CORE(2) VITR(1) VITR(2) CORE(1) CARP(1) VITR(1) CORE(1) MAGN(2) MAGN(1) CARP(1) OSTV(1) CARP(3) VITR(3) CORE(2) MAGN(1) CARP(1) OSTV(1) AESG(2) SYRE(1) PRUN(2) CCGI(4) PHYS(2) VITR(5) PHYS(1) CCGI(1) TABL(1) AGAB(5) PHYS(3) VITR(1) AGAB(4) VITR(2) PRUN(7) SCHZ(6) PHYS(1) CCGI(1) CCGI(3) VITR(2) CORE(2) PRUN(1) VITR(1) PRUN(1) AGAB(3) SYRE(2) PHYS(2) PHYS(1) CARP(1) OSTV(1) CARP(2) CLAD(2) VITR(2) VITR(1) MAGN(1) SORB(1) CARP(1) MAGN(1) CORE(1) AESG(1) OSTV(1) MAGN(1) CARP(1) CLAD(1) OSTV(2) CORE(2) VITR(3) PHYS(1) ACNO(2) AGAB(3) SCHZ(2) CORE(2) PHYS(1) AGAB(1) GYDI(1) CORE(1) VITR(1) AGAB(1) VITR(1) TABL(1) AGAB(1) SYRE(1) AFJ3(1) ACGM(3) PHYS(1) GYDI(1) CLAD(2) PRUN(1) CORE(2) CCGI(1) CLAD(2) CORE(2) CORE(2) CORE(1) CARP(5) SCHZ(4) SCHZ(1) TILG(1) CLAD(1) CLAD(1) PIDE12(1) PIDE12(1) PIDE12(1) PIDE12(1) PISY12(1) PISY12(2) PIDE12(1) PISY(1) PISY(3) POPU(1) PINI(2) PIDE8(1) PINI(2) PIDE12(2) ABCO(3) POPU(1) PISY(2) PIDE8(1) PIDE12(1) PIDE8(2) TILG(1) ABCO(1) ABCO(1) PIDE8(2) PIDE12(1) PIDE8(3) CORE(1) CORE(2) ABCO12(2) PIDE12(1) QUCS(2) ABCO12(1) CLAD(1) PISY12(1) PISY12(1) ABCO12(1) QUCS(1) CLAD(2) CORE(3) PHYS(1) ACGM(1) ACGM(1) ACGM(1) ACGI(1) ACGI(1) ACGI(1) ACGI(1) ACGI(1) AFJ3(5) SCHZ(1) ACGI(3) PHYS(1) PISY12(3) ACNOAVIENDA PARKWAYMILLS LANEL2.2BNORTH LOTSNORTH SIDE BUFFERL2.2BNORTH LOTSSOUTH SIDE BUFFERSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONOVERSTORY TREESACGI6Acer griseum / Paperbark Maple30`H x 20`W2.5"CalB & BACNO6Acer rubrum `Northwood` / Northwood Maple50`H x 40`W2.5"CalB & BACGM4Acer saccharum `Green Mountain` TM / Green Mountain Sugar Maple60`H x 40`W2.5"CalB & BAFJ34Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BUNDERSTORY TREESAGAB10Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BCARP1Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCCGI8Crataegus crus-galli `Inermis` / Thornless Hawthorn25`H x 25`W1.5"CalB & BPRUN8Prunus cerasifera 'Newport' / Newport Flowering Plum20`H x 20`W2.0" Cal.B & BSYRE8Syringa reticulata / Japanese Tree Lilac20`H x 15`W1.5"CalB & BSHRUBSCORE7Cornus sericea / Red Twig Dogwood10`H x 10`W5 GAL.POTPHYS28Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR18Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTGRASSESSCHZ29Schizachyrium scoparium / Little Bluestem4`H x 2`W1 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO125Abies concolor / White Fir40`H x 20`W12` HT.B & BABCO2Abies concolor / White Fir40`H x 20`W8` HTB & BPIDE1210Picea glauca `Densata` / Black Hills Spruce45`H x 20`W12` HT.B & BPIDE82Picea glauca `Densata` / Black Hills Spruce45`H x 20`W8` HTB & BPISY125Pinus sylvestris / Scotch Pine45`H x 35`W12` HT.B & BOVERSTORY TREESAESG1Aesculus glabra / Ohio Buckeye40`H x 35`W2.5" Cal.B & BCARO1Carya ovata / Shagbark Hickory80`H x 60`W2.5" Cal.B & BQUCS2Quercus `Crimson Spire` / Crimson Spire Oak50`H x 15`W2.5"CalB & BTILG3Tilia cordata `Greenspire` / Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BUNDERSTORY TREESCARP8Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCLAD9Cladrastis kentukea / American Yellowwood40`H x 35`W1.5" Cal.B & BMAGN8Magnolia stellata / Star Magnolia20`H x 15`W1.5" Cal.POTOSTV6Ostrya virginiana / American Hophornbeam35`H x 25`W2.0" Cal.B & BSORB2Sorbus decora / Showy Mountain Ash30`H x 20`W1.5" Cal.B & BSHRUBSCORE25Cornus sericea / Red Twig Dogwood10`H x 10`W5 GAL.POTPHYS17Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR15Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO2Abies concolor / White Fir40`H x 20`W8` HTB & BPIDE122Picea glauca `Densata` / Black Hills Spruce45`H x 20`W12` HT.B & BPIDE82Picea glauca `Densata` / Black Hills Spruce45`H x 20`W8` HTB & BPINI2Pinus nigra / Austrian Black Pine50`H x 30`W6` Ht.B & BPISY2Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BOVERSTORY TREESCATA1Catalpa speciosa / Northern Catalpa70`H x 50`W2.5" Cal.B & BQUAL3Quercus alba / White Oak70`H x 60`W2.5"CalB & BQUBI1Quercus bicolor / Swamp White Oak50`H x 50`W2.5"CalB & BQUMA3Quercus macrocarpa / Burr Oak70`H x 70`W2.5"CalB & BUNDERSTORY TREESPOPU6Populus tremuloides / Quaking Aspen50`H x 30`W2.0" Cal.B & BSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESPIDE121Picea glauca `Densata` / Black Hills Spruce45`H x 20`W12` HT.B & BPIDE83Picea glauca `Densata` / Black Hills Spruce45`H x 20`W8` HTB & BPISY1Pinus sylvestris / Scotch Pine45`H x 35`W8` HTB & BOVERSTORY TREESAESG1Aesculus glabra / Ohio Buckeye40`H x 35`W2.5" Cal.B & BGYDI2Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BQUAL1Quercus alba / White Oak70`H x 60`W2.5"CalB & BTABL2Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5"CalB & BPROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 08/23/202412L202BSCD001.DWGNORTH LOTSBUFFERSL2.2BNORTH060120GENERAL NOTESQuantities on this plan sheet are for purposes of identifying and quantifying buffer requirements only. See sheet L2.1 for total quantities for design. See sheets L2.2A - L2.2Cfor individual plant callouts.1.NORTH LOTS - EAST SIDE BUFFERNORTH LOTS - WEST SIDE BUFFERNORTH LOTS - NORTH SIDE BUFFERNORTH LOTS - SOUTH SIDE BUFFER166
12345678BLOCK 6OUTLOT EOUTLOT F(1) AFJ3(7) MASS(3) VITR(6) SCHZ(2) PINI(1) MASS(4) PHYS(1) PINI(6) SCHZ(2) AFJ3(4) SCHZ(3) VITR(9) ASCH(8) CAKF(2) VITR(1) TILG(1) AFJ3(4) GYDI(1) TABL(1) TABL(2) FAGG(3) VITR(6) VITR(3) VITR(3) MAAK(2) VITR(2) MAAK(5) VITR(5) PHYS(2) SYRE(2) MAAK(1) TILG(1) MAAK(1) PRUN(1) SORB(2) PINI(5) VITR(3) PHYS(1) PRUN(3) SORB(1) SORB(1) MAGN(1) CLAD(1) POPU(1) CCGI(1) MAAK(1) CARP(9) ASCH(1) ABCO(1) ABCO(1) ABCO(2) PRUM(2) PRUM(2) PRUM(8) PHYS(1) AGAB(1) SYRE(2) MASSBLUFF CREEK BLVDBLUFF CREEK BLVDAVIENDA LANESAN>SAN
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STS>>STS>>STS>>STS0+000+43.06 30' SITETRIANGLE30' SITETRIANGLEL2.2CSOUTH LOTS -EAST SIDE BUFFERL2.2CSOUTH LOTS -NORTH SIDE BUFFERL2.2CSOUTH LOTS -WEST SIDE BUFFERSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONUNDERSTORY TREESMASS7Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESPINI5Pinus nigra / Austrian Black Pine50`H x 30`W6` Ht.B & BOVERSTORY TREESAFJ33Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BGYDI4Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTABL2Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5"CalB & BTILG2Tilia cordata `Greenspire` / Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BUNDERSTORY TREESAGAB1Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BCARP1Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCLAD1Cladrastis kentukea / American Yellowwood40`H x 35`W1.5" Cal.B & BCCGI1Crataegus crus-galli `Inermis` / Thornless Hawthorn25`H x 25`W1.5"CalB & BMAAK3Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BMAGN1Magnolia stellata / Star Magnolia20`H x 15`W1.5" Cal.POTMASS3Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BPOPU1Populus tremuloides / Quaking Aspen50`H x 30`W2.0" Cal.B & BPRUN2Prunus cerasifera 'Newport' / Newport Flowering Plum20`H x 20`W2.0" Cal.B & BSORB5Sorbus decora / Showy Mountain Ash30`H x 20`W1.5" Cal.B & BSYRE3Syringa reticulata / Japanese Tree Lilac20`H x 15`W1.5"CalB & BSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO3Abies concolor / White Fir40`H x 20`W8` HTB & BUNDERSTORY TREESMAAK6Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BSHRUBSVITR10Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONOVERSTORY TREESAFJ31Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BFAGG2Fagus grandifolia / American Beech80`H x 80`W2.5" Cal.B & BUNDERSTORY TREESPRUM6Prunus maackii / Amur Chokecherry30`H x 20`W1.5" Cal.POTSHRUBSVITR9Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSHRUBSPHYS20Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR13Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTGRASSESCAKF8Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass4`H x 2`W2 GAL.POTSCHZ16Schizachyrium scoparium / Little Bluestem4`H x 2`W1 GAL.POTPERENNIALSASCH18Astilbe chinensis `Vision in White` / Vision in White Chinese Astilbe1.5`H x 1.5W#1 Cont.POTPROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 08/23/202412L202CSCD001.DWGENLARGED LANDSCAPE PLAN - SOUTHL2.2CNORTH04080Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Seed mixture (BWSR Dry to Mesic South/West) as defined in current BWSR online resources. Native Seeds shall be of Minnesotaorigin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 daysminimum prior to installation.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,infestation, damage, and disfiguration.All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 6 inches of topsoil and sod all turf areas disturbed by Construction. Coordinate with grading contractor toensure final design grades are met.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for requirederosion prevention and sediment control.Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks orbuildings.Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule andthe number shown on the Drawing, the Drawing shall govern. Quantities shown on plant schedule are for this sheet only. See sheetL2.1 for overall quantities for design.See Details for depth of planting soil.Install 4 inch depth of triple-shredded hardwood mulch in Shrub Bed Areas.Install 2 to 3 inch depth of triple-shredded hardwood mulch in Perennial Bed Areas.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed.Edging is not required, unless noted otherwise.Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and systemcomponents to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes andobtain all necessary permits from local jurisdiction.All plant material shall have a 2-year warranty. The warranty shall begin after the last plant has been installed and the LandscapeArchitect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies duringthe warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species andsizes and equal or better vigor as original installation.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.PLANT SCHEDULE - NORTH BUFFERLEGENDSodded Turf. See Note #8BWSR Dry to Mesic South and West seed mix.Seed at rate of 46.18 lbs/acre. BWSR Shallow Rooted BMP Mix GeneralSeed at rate of 41.31 lbs/acre. PLANT SCHEDULE - EAST BUFFERPLANT SCHEDULE - WEST BUFFERPLANT SCHEDULE - WEST BUFFER167
12345678BLOCK 6OUTLOT AOUTLOT EOUTLOT F(1) AFJ3(7) MASS(3) VITR(6) SCHZ(2) PINI(1) MASS(4) PHYS(1) PINI(6) SCHZ(2) AFJ3(4) SCHZ(3) VITR(9) ASCH(8) CAKF(2) VITR(1) TILG(1) AFJ3(4) GYDI(1) TABL(1) TABL(2) FAGG(3) VITR(6) VITR(3) VITR(3) MAAK(2) VITR(2) MAAK(5) VITR(5) PHYS(2) SYRE(2) MAAK(1) TILG(1) MAAK(1) PRUN(1) SORB(2) PINI(5) VITR(3) PHYS(1) PRUN(3) SORB(1) SORB(1) MAGN(1) CLAD(1) POPU(1) CCGI(1) MAAK(1) CARP(9) ASCH(1) ABCO(1) ABCO(1) ABCO(2) PRUM(2) PRUM(2) PRUM(8) PHYS(1) AGAB(1) SYRE(2) MASSBLUFF CREEK
BLVDPRIVATE DRIVE S.L2.2CSOUTH LOTSWEST SIDE BUFFERL2.2CSOUTH LOTSNORTH SIDE BUFFERL2.2CSOUTH SIDEEAST SIDE BUFFERBLUFF CREEK BLVDSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESPINI5Pinus nigra / Austrian Black Pine50`H x 30`W6` Ht.B & BOVERSTORY TREESAFJ33Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BGYDI4Gymnocladus dioica / Kentucky Coffee Tree70`H x 45`W2.5"CalB & BTABL2Tilia americana `Boulevard` / Boulevard Linden60`H x 30`W2.5"CalB & BTILG2Tilia cordata `Greenspire` / Greenspire Littleleaf Linden60`H x 40`W2.5"CalB & BUNDERSTORY TREESAGAB1Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB & BCARP1Carpinus caroliniana / American Hornbeam30`H x 30`W2.0" Cal.B & BCLAD1Cladrastis kentukea / American Yellowwood40`H x 35`W1.5" Cal.B & BCCGI1Crataegus crus-galli `Inermis` / Thornless Hawthorn25`H x 25`W1.5"CalB & BMAAK3Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BMAGN1Magnolia stellata / Star Magnolia20`H x 15`W1.5" Cal.POTMASS3Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BPOPU1Populus tremuloides / Quaking Aspen50`H x 30`W2.0" Cal.B & BPRUN2Prunus cerasifera 'Newport' / Newport Flowering Plum20`H x 20`W2.0" Cal.B & BSORB5Sorbus decora / Showy Mountain Ash30`H x 20`W1.5" Cal.B & BSYRE3Syringa reticulata / Japanese Tree Lilac20`H x 15`W1.5"CalB & BSHRUBSPHYS20Physocarpus opulifolius 'Diabolo' / Dwarf Ninebark6`H x 6`W#3POTVITR13Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTGRASSESCAKF8Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass4`H x 2`W2 GAL.POTSCHZ16Schizachyrium scoparium / Little Bluestem4`H x 2`W1 GAL.POTPERENNIALSASCH18Astilbe chinensis `Vision in White` / Vision in White Chinese Astilbe1.5`H x 1.5W#1 Cont.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONEVERGREEN TREESABCO3Abies concolor / White Fir40`H x 20`W8` HTB & BUNDERSTORY TREESMAAK6Maackia amurensis / Amur Maackia30`H x 20`W1.5" Cal.B & BSHRUBSVITR10Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONOVERSTORY TREESAFJ31Acer x freemanii `Jeffersred` / Autumn Blaze Maple50`H x 40`W2.5"CalB & BFAGG2Fagus grandifolia / American Beech80`H x 80`W2.5" Cal.B & BUNDERSTORY TREESPRUM6Prunus maackii / Amur Chokecherry30`H x 20`W1.5" Cal.POTSHRUBSVITR9Viburnum trilobum / American Cranberrybush10`H x 10`W5 GAL.POTSYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONUNDERSTORY TREESMASS7Malus x `Spring Snow` / Spring Snow Crabapple25`H x 20`W1.5"CalB & BPROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331I hereby certify that this plan was prepared by me, or under my direct supervision, and that I ama duly Licensed Landscape Architect under the laws of the state of MINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Joshua K. PopehnLicense No:Date: 08/23/202412L202CSCD001.DWGSOUTH LOTS ANDBUFFERSL2.2CNORTH04080GENERAL NOTESQuantities on this plan sheet are for purposes of identifying and quantifying buffer requirements only. See sheet L2.1 for total quantities for design. See sheets L2.2A - L2.2Cfor individual plant callouts.1.SOUTH LOTS - NORTH SIDE BUFFERSOUTH LOTS - EAST SIDE BUFFERSOUTH LOTS - WEST SIDE BUFFERSOUTH LOTS - STREET TREES168
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OUTLOT DOUTLOT C
OUTLOT B
OUTLOT A
OUTLOT E
OUTLOT FSAN>SAN>SANSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN
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SAN>SAN>SAN>STS >>SAN>STS >>STS >>1.20.8
0.9
0.7
0.5
1.31.1
1.2
0.8
0.5
1.00.7
0.7
0.4
0.60.4
0.4
0.3
0.30.2
0.2
0.2
0.10.1
0.1
0.1
0.10.1
0.1
0.1
0.00.0
0.1
0.0
0.00.00.0
0.1
0.1
0.00.00.0
0.2
0.1
0.00.0
0.7
0.8
0.00.0
1.7
2.2
0.00.00.0
3.0
4.0
0.00.0 0.00.00.0 0.10.00.0 0.10.1 1.50.60.2 5.32.81.2 2.21.21.2
1.3
0.9
0.5
0.91.31.5
1.2
1.2
0.8
0.4
1.31.10.9
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.6
0.8
1.1
0.9
0.8
0.8
0.5
0.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.50.70.90.90.60.10.20.40.6
0.9
0.6
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
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0.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.40.50.10.20.40.71.11.41.31.1
1.6
1.1
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.3
0.4
0.3
0.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.50.81.11.10.9
1.1
0.8
0.5
0.70.6
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0.4
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 MILLS DRIVE
BLUFF CREEK BLVDAVIENDA PARKWAYPRIVATE DRIVE S.MILLS LANEAAAINTERSECTION - MILLS LANE NWPEDESTRIAN CROSSING - MILLS LANE NWINTERSECTION - MILLS DRIVEINTERSECTION - WESTINTERSECTION - EASTAVERAGE FOOT-CANDLES5.03MAXIMUM FOOT-CANDLES6.5MINIMUM FOOT-CANDLES2.6MINIMUM TO MAXIMUM FC RATIO0.4MAXIMUM TO MINIMUM FC RATIO2.47AVERAGE TO MINIMUM FC RATIO1.92AVERAGE FOOT-CANDLES3.81MAXIMUM FOOT-CANDLES5.9MINIMUM FOOT-CANDLES1.6MINIMUM TO MAXIMUM FC RATIO0.27MAXIMUM TO MINIMUM FC RATIO3.74AVERAGE TO MINIMUM FC RATIO2.43AVERAGE FOOT-CANDLES2.59MAXIMUM FOOT-CANDLES3.4MINIMUM FOOT-CANDLES2MINIMUM TO MAXIMUM FC RATIO0.58MAXIMUM TO MINIMUM FC RATIO1.72AVERAGE TO MINIMUM FC RATIO1.33AVERAGE FOOT-CANDLES2.82MAXIMUM FOOT-CANDLES4.7MINIMUM FOOT-CANDLES1.8MINIMUM TO MAXIMUM FC RATIO0.38MAXIMUM TO MINIMUM FC RATIO2.62AVERAGE TO MINIMUM FC RATIO1.56AVERAGE FOOT-CANDLES5.03MAXIMUM FOOT-CANDLES6.5MINIMUM FOOT-CANDLES2.6MINIMUM TO MAXIMUM FC RATIO0.4MAXIMUM TO MINIMUM FC RATIO2.47AVERAGE TO MINIMUM FC RATIO1.92PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 5533112L401SCD001.DWGPHOTOMETRICSPLANL4.1NORTH060120ANOTESPHOTOMETRICS NOTESLIGHT POLE BASE SHALL BE DESIGNED AND PROVIDED BY OTHERS. LISTED MOUNTING HEIGHTS(MH) INCLUDE HEIGHT OF POLE BASE.CALCULATIONS BASED ON EVOLVE COBRA LIGHT FIXTURES. ANY SUBSTITUTIONS NEED TOMEET CODE REQUIREMENTS.REQUIREMENTS (PER CITY OF CHANHASSEN DIRECTION)1.2.NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) FOR ROUNDABOUT LIGHTING. INTERSECTIONS AND CROSSWALKS:-COLLECTOR/COLLECTOR = 1.8 FOOT CANDLES-COLLECTOR/LOCAL = 1.6 FOOT CANDLES-LOCAL/LOCAL = 1.6 FOOT CANDLESCALCULATIONS FOR PEDESTRIAN CROSSINGS TAKEN 5' ABOVE GRADE PER NCHRP STANDARDS.EXISTING LIGHT FIXTURE TYPES AT INTERSECTIONS OF POWERS/BLUFF CREEK ANDLYMAN/SUNSET PROVIDED BY CITY ON 10/26/22. FOOT CANDLE VALUES FROM FROM EXISTINGFIXTURES USED IN CONJUNCTION WITH PROPOSED FIXTURES TO PROVIDE REQUIREDLUMINESCENCE AT PEDESTRIAN CROSSINGS SHOWN ON PLAN.ALL FIXTURES SHALL BE TYPE 'A' AS SHOWN IN GRAPHIC ON THIS SHEET.3.4.CALCULATIONSINTERSECTION - MILLS LANE NWINTERSECTION - MILLS DRIVEINTERSECTION - WESTINTERSECTION - EASTPEDESTRIAN CROSSING - MILLS LANE NW169
PROGRESS SET
CITY SUBMITTAL
PROGRESS SET
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
WATERSHED SUBMITTAL
UTILITY SUBMITTAL - REVISION 1
FINAL PLAT SUBMITTAL
FINAL PLAT SUBMITTAL
CITY SUBMITTAL
OWNER REVIEW
GRADING AS-BUILT
CONSTRUCTION DOCUMENTS
REVISION 2
REVISION PER JOHN SONNEK
PRELIMINARY PLAT SUBMITTAL
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
SES
31 AUG 2021
08 SEP 2021
21 SEP 2021
22 FEB 2022
22 MAR 2022
25 MAR 2022
21 JUN 2022
30 SEP 2022
01 NOV 2022
14 DEC 2022
16 JAN 2023
11 APR 2023
20 APR 2023
06 JUN 2023
13 JUN 2024
23 AUG 2024
PROJECT NO.
FILE NAME
LANDFORMcIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
PRELIMINARY PLAT SUBMITTAL
AUGUST 23, 2024
SCD14001.CUD
2024LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am
a duly Licensed Landscape Architect under the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at
Landform Professional Services, LLC office and is available upon request.
Joshua K. Popehn
License No:Date: 08/23/2024
1
2
SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5x DIA. OF SOIL BALL
AREA DUG FOR PLANTING
2-3x DIA. OF SOIL BALL
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
CUT TOP OF WIRE BASKET 1/3 (MIN.)
FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3
(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)
FROM TOP OF ROOTBALL.
2" X 2" X 24" WOOD STAKE SET AT ANGLE
EXISTING SOIL LOOSENED
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES
INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.
REJECT ANY TREES THAT ARE SEVERELY AFFECTED.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO
BE UTILIZED ONLY IF NECESSARY.
MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE
PERIOD. SEE SPECIFICATIONS.
FLAGGING: ONE (1) FLAG PER WIRE
DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE INTERVALS (TYP.)
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR
FIRST MAJOR BRANCHING ROOT
ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT
MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED
TO MAINTAIN APPROPRIATE DEPTH.
16" POLYPROPYLENE OR POLYETHYLENE
(40 MIL, 1-1/2" WIDE STRAP TYP.)
TREE WRAP TO FIRST BRANCH
NOTES:
8' STEEL STAKE.
PLACE WITHIN
TWO (2) INCHES
OF ROOT BALL.
NO SCALE
DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES MAX.SHREDDED HARDWOOD MULCH
(SEE PLANS)
1
TREE SHALL BE PLANTED WITH ROOT FLARE EVEN
WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT
ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE
COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN
APPROPRIATE DEPTH.
DOUBLE STRAND 14 GA. WIRE -
3' @ 120 DEGREE INTERVALS (TYP.)VARIESAREA DUG FOR PLANTING
2x-3x DIA. OF SOIL BALL24" MINSCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
2" X 2" X 24" WOOD STAKE SET AT ANGLE
PLANTING SOIL (SEE PLANS)
EDGE CONDITION VARIES (SEE PLANS)
CUT TOP OF WIRE BASKET 1/3 (MIN.)
FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.
CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.
16" POLYPROPYLENE OR POLYETHYLENE
(40 MIL, 1-1/2" WIDE STRAP TYP.)
FLAGGING: ONE (1) PER WIRE
8' STEEL STAKE.
PLACE TWO (2) INCHES
FROM ROOT BALL.
INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.
REJECT ANY TREES THAT ARE SEVERELY AFFECTED.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE
UTILIZED ONLY IF NECESSARY.
MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD
AS DEFINED ON PLANS AND/OR SPECIFICATIONS.
NOTES:
NO SCALE
CONIFEROUS TREE PLANTING
EXISTING SUBGRADE
AREA DUG/TILLED
TO PROMOTE ROOT GROWTH
3-5x DIA. OF SOIL BALL
EXISTING SOIL LOOSENED
FOUR (4") INCHES SHREDDED HARDWOOD MULCH
2
SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING.
PLACE PLANT
AS SHOWN ON PLAN
EXISTING SUBGRADE
REFER TO LANDSCAPE PLAN(S) FOR
GROUNDCOVER OUTSIDE SHRUB BED(S)
FINISHED GRADE
IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,
UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT
DESTROYING SOIL MASS.
DIG PLANTING PIT NO DEEPER THAN HEIGHT OF
ROOT BALL.
NOTES:
TOP OF ROOT MASS
SHALL BE LEVEL WITH
FINISHED GRADE
PLANTING SOIL (SEE PLANS)
NO SCALE
SHRUB PLANTING
DIG PLANTING PIT
3X WIDEST DIMENSION OF ROOT BALL
ROOT BALL SITS ON EXISTING OR
RECOMPACTED SUBGRADE.
FOUR (4) INCH HIGH SOIL BERM
CONSTRUCTED AROUND ENTIRE
ROOT BALL. BERM SHALL BEGIN AT ROOT
BALL EDGE.
MULCH (SEE PLANS)
EDGING (SEE PLANS)
3
12"
6"MIN.
MIN.
SPACING VARIES
(SEE PLANS)
IF ROOTS ARE PRESENT AROUND THE EDGES OF
ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE
WITHOUT DESTROYING SOIL MASS.
NO SCALE
PERENNIAL PLANTING
18" MIN.
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING.
EXISTING SUBGRADE
BACKFILL WITH PLANTING SOIL THAT IS
THOROUGHLY TILLED AND LOOSENED.
(SEE PLANS)
REFER TO LANDSCAPE PLAN(S) FOR
GROUNDCOVER OUTSIDE PLANTING BED
EDGING
MULCH
CREATE SAUCER AROUND PLANT
WITH PLANTING SOIL
PERENNIAL
PLANT MATERIAL SHALL NOT BE PLACED CLOSER
THAN ONE (1) FOOT FROM EDGE OF PLANTING BED
4
IF ROOTS ARE PRESENT AROUND THE EDGES OF
ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE
WITHOUT DESTROYING SOIL MASS.
NOTES:
NO SCALE
STEEP SLOPE PLANTING
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING.
EDGE CONDITION VARIES
(SEE PLANS)
EDGING (SEE PLANS)
PLANTING SOIL
(SEE PLANS)
MULCH (SEE PLANS)
ROUND-TOPPED SOIL BERM, 4" HIGH x 8" WIDE,
ABOVE ROOT BALL SURFACE, CENTERED ON
DOWNHILL SIDE FOR 240 DEGREES.FINISHED GRADE
EXISTING SUBGRADE
ORIGINAL GRADE SHALL PASS THROUGH POINT
WHERE TRUNK MEETS TOP OF ROOT BALL.
DIG PLANTING PIT
3X WIDTH OF ROOT BALL
SECTION
SECTION
PLAN VIEW
SECTION VIEW
ROUND-TOPPED BERM
ROOT BALL EDGE
SLOPE5
L701SCD001.DWG
LANDSCAPE DETAILS
L7.1
170
WETLAND 6WETLAND 3WETLAND 4WETLAND 1012345678910113215432112345671234512345678BLOCK 3BLOCK 4BLOCK 5BLOCK 1BLOCK 2BLOCK 6OUTLOT COUTLOT DOUTLOT COUTLOT BOUTLOTAOUTLOT EOUTLOT F125.762.193.481.4190.8 55.079.9570.6221.0116.6199.9 849.060.0360.0 277.8256.260.4122.146.382.0331.566.568.0 52.0 161.6 30.985.1107.844.9160.7340.4340.1255.856.337.056.950
.
7
4
3
.
8
83.6244.338.6709.4152
.
11173.514.6 89.0109.2
85.5 89.283.5105.4123.1128.9195.7208.629.664.434.699.099.0 99.099.055.055.055.0 99.055.055.099.055.099.055.099.055.055.055.055.099.055.051.751.799.0101.255.055.0101.255.260.6101.452.066.1101.755.970.5101.753.562.0101.499.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.099.055.055.055.099.055.055.055.099.055.099.055.055.099.055.0 99.051.751.755.055.099.055.055.099.055.055.099.055.055.099.099.0 55.054.999.0 55.055.055.064.1 3 5 .349.8111.1 55.660.3112.066.155.3108.2 57.064.4108.0 56.556.5108.0 56.556.5108.0 67.455.9113.053.2108.0 70.656.556.5108.0 157.0105.0125.731.4105.0145.0125.7122.3115.231.4145.0
Parcel Table1/12/13/14/15/11/22/23/21/32/33/34/35,1155,3535,1205,4455,4455,445Parcel Table5/36/37/31/42/43/44/45/41/52/53/54/55,4455,445Parcel Table5/56/57/58/59/510/511/51/62/63/64/65/6TotalArea(S.F.)5,4456,6696,5516,1026,103Lot/BlockParcel Table6/67/68/6OUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT F6,7996,8186,10366,74727,462139,195207,587992,13367,6315,4455,4455,4455,4455,4395,4455,4455,4455,5675,8575,9786,4085,8575,4455,4455,4455,4455,4455,4455,4455,4455,4456,463Total Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockTotal Area(S.F.)Lot/BlockD&U Area(S.F.)583D&U Area(S.F.)605605605605604605581569605605605D&U Area(S.F.)D&U Area(S.F.)36160560560560560560560563965570263960560560560560560560533732234066,747605395385339340Mills DriveRight of Way31,540027,462139,195207,587992,13367,631PROGRESS SETCITY SUBMITTALPROGRESS SETWATERSHED SUBMITTALWATERSHED SUBMITTALWATERSHED SUBMITTALUTILITY SUBMITTAL - REVISION 1FINAL PLAT SUBMITTALFINAL PLAT SUBMITTALCITY SUBMITTALOWNER REVIEWGRADING AS-BUILTCONSTRUCTION DOCUMENTSREVISION 2REVISION PER JOHN SONNEKPRELIMINARY PLAT SUBMITTALSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES31 AUG 202108 SEP 202121 SEP 202122 FEB 202222 MAR 202225 MAR 202221 JUN 202230 SEP 202201 NOV 202214 DEC 202216 JAN 202311 APR 202320 APR 202306 JUN 202313 JUN 202423 AUG 2024PROJECT NO.FILE NAMELANDFORMc
PROJECT105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDATOWNHOMESCHANHASSEN, MNPRELIMINARY PLAT SUBMITTALAUGUST 23, 2024SCD14001.CUD2024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 5533112C002SCD001.DWGPRELIMINARYPLATC0.2NORTH0120240THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot B, C, D, E, and F Avienda Townhomes, Carver County, Minnesota.Block 1, Lots 1-5; Block 2, Lots 1-3; Block 3, Lots 1-7; Block 4, Lots 1-5; Block 5, Lots 1-11; Block 6, Lots 1-8.LOT AREA TABLE171
COCO
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BASE
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SIG.
BASE
SIG.
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CABX HH
CABX
CABX
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IE=925.3(E)
IE=925.2(W)SSMH
RE=937.7
IE=925.9(W)
HH
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SIG.
BASE
LT
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EM
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BASE
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CABX
LT
LTMB
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XXX X X X X X X X X X X X X X X
FO FO FO FO FO FO
FO FO
SSMH
RE=915.2
IE=884.1
BM-2 (TNH)
913.82
BM-1 (TNH)
921.32
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
WET
L
A
N
D
#
6
WETLAND #3
WET
L
A
N
D
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4
WETLAND #10XX
FO FO FO FO
FO
FO
FO
16" DIP16" DIP8"
P
V
C@0.
5
3
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EX.8"
PLUG
IE.=876.67
SSMH
RE=889.5
IE=876.2
13
14
15
16
17
18
19
20
21
22
23
123
4
5
6
7
8
B L O C K 2
1
2
3
4
5
6
7
8 9 10 11
12
249
9
9
1
2 3 4 5 6 7 8
9
9
B L O C K 1
24
24
24
23
B L O C K 3
B L O C K 1
58
0
.
7
125.7 6 2 .1 93.4 8 1 .4 190.85
5
.
0
79.9
5 7 0.6
221.0
1 1 6 .6
199.9849.0105.0 125.7
60.0360.0346.7
105.0 31.
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145.0125
.7
122.3
115.231
.4145.0277.8256.260.4122.146.382.03 3 1 .5
66.568.052.0161.63 0 .9 8 5.1
107.8 44 .9
160.7
3 4 0.4 340.1 2 5 5 .8
5 6 .3 37.0 56.9
5 0.743.88 3 .6
2 4 4 .3
38.6
709.4152.11173.514.689.
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9
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83.
5
105.
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123.1
128.9
195.7
208.6
263.055.6
55.3 57.0 56.5 56.5 67.4 70.6
56.5
102.056.5
54.256.556.556.564.065.5
60.0105.1106.0102.2102.0102.0102.0107.0102.055.055.055.055.055.055.055.055.055.055.088.0
88.0
88.0
88.0
88.0
88.0 55.0 55.0 55.0
55.055.054.988.088.088.088.055.055.055.055.055.088.0 55.055.055.088.0
88.0
88.0
29.658.4
29.6
52.7 56.6
54.0 90.461.5
69.6
65.2
90.390.290.290.790.755.455.0
55.0 60.3
55.055.055.055.055.055.055.088.055.055.055.055.055.055.055.088.0
88.0
88.0
88.0
88.0
88.0
88.0 55.055.055.055.055.055.055.055.055.055.055.055.055.055.088.0
88.0
88.0
88.0
88.0
88.0
88.0
Parcel Table
1/1
2/1
3/1
4/1
5/1
6/1
7/1
8/1
9/1
10/1
11/1
12/1
4,840
4,962
5,218
5,323
5,707
5,218
Parcel Table
13/1
14/1
15/1
16/1
17/1
18/1
19/1
20/1
21/1
22/1
23/1
24/1
4,840
153,000
Parcel Table
1/2
2/2
3/2
4/2
5/2
6/2
7/2
8/2
9/2
OUTLOT A
OUTLOT B
OUTLOT C
Area (S.F.)
4,840
31,879
66,747
212,604
992,133
Lot/Block
Parcel Table
1/3
2/3
3/3
4/3
5/3
6/3
7/3
8/3
9/3
6,101
6,274
6,166
5,763
5,763
6,461
6,496
5,763
70,451
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
4,840
Area (S.F.)Lot/Block
Area (S.F.)Lot/BlockArea (S.F.)Lot/Block
PROGRESS SET
CITY SUBMITTAL
SES
SES
31 AUG 2021
08 SEP 2021
PROJECT NO.
FILE NAME
LANDFORMcPROJECT
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
AVIENDA
TOWNHOMES
CHANHASSEN, MN
CITY SUBMITTAL
SEPTEMBER 08, 2021
SCD14001.CUD
2021LEVEL 7 DEVELOPMENT, LLC
4600 KINGS POINT RD
MINNETRISTA, MN 55331
C002SCD001.DWG
PRELIMINARY
PLAT
C0.2
NORTH
0 120 240
THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLE
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 5 FT.
REAR = 5 FT.
RESIDENTIAL = 30 FT.
PUD EXTERIOR = 30 FT.
BLUFF CREEK = 40 FT.
PARKING SETBACK INFORMATION IS AS FOLLOWS:
FRONT YARD = 10 FT.
REAR = 10 FT.
SIDE = 10 FT.
RESIDENTIAL = 20 FT.
LOT COVERAGE INFORMATION IS AS FOLLOWS:
LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRE
LOT WIDTH MINIMUM = 100 FT.
ZONING AND SETBACK SUMMARY
LEGAL DESCRIPTION
Outlot A and C, Avienda, Carver County, Minnesota
LOT AREA TABLE
172
PROJECT: The applicant is requesting Preliminary Plat approval of the Avienda Townhomes
Addition. Planning Case 24-17.
PLANNING COMMISSION REVIEW DATE: September 17, 2024
60 DAY ACTION DEADLINE: October 25, 2024
DRAFTED BY: Eric Maass, AICP, EDFP, Community Development Director
STAFF REPORT DATE: September 13, 2024
STAFF RECOMMENDATION: Staff recommends approval of the preliminary plat as proposed
and recommends adoption of the findings of fact and recommendation as presented.
LOCATION: Avienda
APPLICANT: Charles Cudd Company
15050 23rd Avenue North
Plymouth, MN 55447
OWNER: Level 7 Development LLC
4600 Kings Point Road
Minnetrista, MN 55331
CURRENT ZONING: Planned Unit Development - Regional Center (PUD-RC)
2040 LAND USE PLAN: Commercial and Office
ACREAGE: 14+ acres
Level of City Discretion in Decision-Making:
The City’s discretion in approving or denying a Preliminary Plat is limited to whether or not the
proposed plat meets the standards outlined in the Subdivision Regulations and Zoning
PROPOSED MOTIONS:
"The Chanhassen Planning Commission recommends approval of the Avienda Townhomes
Addition Preliminary Plat prepared by Landform dated August 23, 2024, subject to the
conditions within the staff report and adopts the attached Findings of Fact and
Recommendation."
173
Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024)
September 13, 2024
Page 2
Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a
quasi-judicial decision.
PROPOSAL/SUMMARY
Subdivision of 14+ acres into 39 lots and 6 outlots.
APPLICABLE REGULATIONS
Chapter 18, Subdivisions
Chapter 20, Article Sec 20-509 Standards and Guidelines For Regional/Lifestyle Center
Commercial Planned Unit Developments District
BACKGROUND
The Avienda Development PUD was approved in 2020. The PUD was given final plat approval in
July of 2021 with an amendment in September of 2022. The first phase of the project was the
Townhomes which received approval in October of 2022.
The City previously approved the Avienda Townhomes project and homes have begun to be
built within the development. With review of building permits it was noted that the State of
Minnesota building code section 401.4 "Intake Opening Location" requires a distance of ten
(10) feet from an exterior vent to a property line or buildings on the same lot. The builder will
be venting the homes on the rear of the homes and as a result the townhomes portion of the
development needs to be replatted so that the lots are large enough to accommodate the
homes proposed for the lots and still have the required ten (10) feet of spacing between the
exterior vent and the rear property line. No other changes are proposed with the Plat.
EXISTING CONDITIONS
The site is currently an active development site with utility and roadwork completed.
SUBDIVISION REVIEW
The applicant is requesting subdivision into 39 lots and six outlots. The property is part of the
Avienda PUD. The zoning is Regional Commercial. As a part of the PUD , the property was given
a density of 3-6 units per acre. This residential use was given to provide a transition from the
residential zoning to the west and transition to higher density to the east.
174
Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024)
September 13, 2024
Page 3
PRELIMINARY PLAT
Parcel Table
2021 Plat 2024 Plat
Lot/Block Area
(S.F.)
Lot/Block Area
(S.F.)
1/1 4,840 1/3 5,120
2/1 4,840 2/3 5,445
3/1 4,840 3/3 5,445
4/1 4,840 4/3 5,445
5/1 4,840 5/3 5,445
6/1 4,840 6/3 5,445
7/1 4,840 7/3 5,445
8/1 4,962 1/4 5,567
9/1 5,218 2/4 5,857
10/1 5,323 3/4 5,978
11/1 5,707 4/4 6,408
12/1 5,218 5/4 5,857
13/1 4,840 1/5 5,445
14/1 4,840 2/5 5,445
15/1 4,840 3/5 5,445
16/1 4,840 4/5 5,445
17/1 4,840 5/5 5,445
18/1 4,840 6/5 5,445
19/1 4,840 7/5 5,445
20/1 4,840 8/5 5,445
21/1 4,840 9/5 5,445
22/1 4,840 10/5 5,445
23/1 4,840 11/5 5,445
175
Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024)
September 13, 2024
Page 4
24/1 153,000 Outlot C 139,198
1/2 4,840 3/2 5,353
2/2 4,840 2/2 5,445
3/2 4,840 1/2 5,439
4/2 4,840 5/1 5,445
5/2 4,840 4/1 5,445
6/2 4,840 3/1 5,445
7/2 4,840 2/1 5,445
8/2 4,840 1/1 5,115
9/2 4,840 Outlot B 27,462
1/3 6,101 1/6 6,463
2/3 6,274 2/6 6,669
3/3 6,166 3/6 6,551
4/3 5,763 4/6 6,102
5/3 5,753 5/6 6,103
6/3 6,461 6/6 6,799
7/3 6,496 7/6 6,818
8/3 5,763 8/6 6,103
9/3 70,451 Outlot F 67,631
Outlot A 66,747 Outlot A 66,747
Outlot B 212,604 Outlot D 207,587
Outlot C 992,133 Outlot E 992,133
PUD COMPLIANCE TABLE
Permitted Uses: Housing
The Avienda PUD allows up to 30% residential. This includes:
a. Multiple-family dwellings
b. Senior housing independent living and (assisted not to exceed 150 units).
c. Single family homes. Density of 3-6 units an acre on of Blocks 1-3, which could be
townhomes, including detached townhomes and twinhomes/rowhomes.
Finding: The 39 detached townhome units at 3.8 units an acres, net density, are in compliance
with Section C of Permitted Uses Housing.
EXISTING CONDITIONS SURVEY
The proposed subdivision is within the PUD known as Avienda. Avienda received final plat
approval on July 12, 2021. Avienda’s final plat was for multiple outlots and public right -of-ways.
The proposed subdivision is a replat of Avienda Townhomes.
The proposed subdivision will consist of a total of six outlots (A, B, C, D, E, and F) along with 39
parcels to facilitate detached townhomes.
ENGINEERING & WATER RESOURCES
Final construction plans have been approved for this development. With the proposed new
preliminary plat and final plat, existing agreements and their corresponding exhibits will be
required to be amended and updated to reflect the revised plat as proposed.
176
Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024)
September 13, 2024
Page 5
LANDSCAPING & TREE PRESERVATION
The landscaping plan was reviewed with the original Avienda Townhomes plat and reviewed for
conformance with City Code. A number of revisions were required to bring the landscaping and
tree preservation plans into conformance with City Code and those revisio ns were completed
with the final construction plans. No further comments or revisions on the landscaping or tree
preservation plan.
PARKS
The goal of neighborhood parks is to provide informal recreational opportunities close to where
people live. Chanhassen operates under the standard that all residents should be within
walking distance, or a half mile, of a neighborhood park. The PUD is located within the park
service area of Power Hill Park and the Lake Susan and Fox Woods Preserves.
TRAILS
The City’s goal is to maintain a comprehensive and easily navigable trail and sidewalk system
that connects neighborhoods to park and recreation facilities, schools, community destinations
and other communities.
PARK DEDICATION FEE
Park Dedication Fee was satisfied through park dedication credits from the original platting
process of the Avienda Townhomes project. No additional units are proposed and as a result
no additional park dedication fee is required.
STORMWATER UTILITY CONNECTION CHARGES
With the prior Avienda Townhomes plat, a stormwater management (SWMP) fee was collected.
That fee was based on the buildable area within the plat and excluded areas which were
outlotted except for those outlots which were to be owned and maintained by the Home
Owners Association (HOA) as that land would not be further developed . The proposed
Preliminary Plat adjusts the common boundaries between the buildable lots and the HOA
outlots. As a result no additional stormwater management fee is due as a result of the newly
proposed Avienda Townhomes Addition plat.
ASSESSMENTS
Water and sewer partial hookups are either due at the time of final plat, or can be postponed
until building permit applications are received in which the entire hookup fee is due. The
partial hookup fees will be assessed at the rate in effect at that time. The remaining partial
hookups fees are due with the building permit.
177
Avienda Townhomes Addition Preliminary Plat Approval (Replat 2024)
September 13, 2024
Page 6
FEES
The following fees will be due and collected with an amendment to the Avienda Townhomes
Development Contract:
a) GIS fees: $100 for the plat plus $30 per parcel
RECOMMENDATION
Staff recommends approval of the Subdivision of 14+ acres into 39 lots and 6 outlots, Avienda
Townhomes Addition plans prepared by Landform dated August 23, 2024, subject to the
following conditions and adopts the Findings of Fact and Recommendation:
Planning
1. Homes shall be constructed and designed consistent with the PUD.
2. The Applicant will be required to enter into a Development Contract with the City and
all applicable securities and fees provided prior to recording of the Final Plat.
Engineering
1. It is the applicant’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT,
Carver County, RPBCWD, Board of Water and Soil Resources, PCA, etc.) and all
comments associated with their reviews are addressed.
Water Resources
1. No conditions
Park & Recreation
1. No conditions
Landscaping
1. No conditions
Fire
1. No conditions
Building
1. No conditions
178
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND RECOMMENDATION
IN RE:
Application of Charles Cudd Company for Subdivision approval.
On September 17, 2026, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of Charles Cudd Company for preliminary plat and final plat
approval of property into 39 lots and six outlots.
The Planning Commission conducted a public hearing on the proposed subdivision which was
preceded by published and mailed notice. The Planning Commission heard testimony from all
interested persons wishing to speak and recommended approval of the requested preliminary plat
based upon the City Ordinances in effect at the time.
On September 23, 2024, the Chanhassen City Council met at its regularly scheduled meeting to
consider the application referenced above and based upon the ordinances currently in place the
City Council makes the following:
FINDINGS OF FACT
1. The property is currently zoned PUD-RC.
2. The property is guided in the Land Use Plan for Office or Regional Commercial.
3. The legal description of the property is: Lots 1-5 (inclusive) Block 1, Lots 1-3 (inclusive)
Block 2, Lots 1-7 (inclusive) Block 3, Lots 1-4 (inclusive) Block 4, Lots 1-11 (inclusive)
Block 5, Lots 1-8 (inclusive) Block 6, Outlot A, Outlot B, Outlot C, Outlot D, Outlot E, and
Outlot F, Carver County, Minnesota.
4. The Subdivision Ordinance directs the Planning Commission to consider seven possible
adverse effects of the proposed subdivision. The seven (7) affects and our findings regarding
them are:
a. The proposed subdivision is consistent with the zoning ordinance including the Planned
Unit Development RC District regulations;
b. The proposed subdivision is consistent with all applicable City, County and regional plans
including but not limited to the City's Comprehensive Plan and implements the following
policies and goals:
1) Land Use:
a) Encourage development within the MUSA, and support the planned and
efficient expansion of the MUSA to increase the amount of developable land.
b) Support low density residential development in appropriate areas of the
community in such a manner as maintain the aesthetic of existing single-family areas, and to
179
create new neighborhoods of similar character and quality.
c) Transitions should be created between different land uses.
2) Housing:
a) Provide housing opportunities for all residents, consistent with the identified
community goals.
b) The City will continue to provide alternate types of housing including smaller lot
homes, townhouses, etc. that will supplement the conventional single-family homes.
c) Housing development methods such as PUDs, cluster development, and
innovative site plans and building types, should be encouraged to conserve energy and
resources for housing.
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater
drainage are suitable for the proposed development;
d. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by the
subdivision ordinance, Chapter 18, and Water, Sewers and Sewage Disposal, Chapter 19;
e. The proposed subdivision will not cause significant environmental damage;
f. The proposed subdivision will not conflict with easements of record; and
g. The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
1) Lack of adequate stormwater drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off-site public improvements or support systems.
5. The planning report dated September 13, 2024, prepared by Eric Maass, et al, is
incorporated herein.
DECISION
The City Council approves the proposed Preliminary Plat and Final Plat of Avienda
Townhomes Addition based on the findings of fact included herein, and subject to the conditions
of the staff report.
ADOPTED by the Chanhassen City Council this __ day of ___________, 2024.
CHANHASSEN CITY COUNCIL
180
BY:
Mayor, Elise Ryan
BY:
City manager, Laurie Hokkanen
181
AFFIDAVIT OF PUBLICATION
STATE OF MTNNESOTA )
COUNTY OF HENNEPIN ss
I do solemly swear that the notice, as per the
proof, was published in the edition of the
SS Mtka-Excelsior-Eden Prairie
with the known office of issue being located
in the county of:
HENNEPIN
with additional circulation in the counties oi
HENNEPIN
and has full knowledge of the facts stated
below:
(A) The newspaper has complied with all of
the requirements constituting qualifica-
tion as a qualified newspaper as provided
by Minn. Stat. $331A.02.
(B) This Public Notice was printed and pub-
lished in said newspaper(s) once each
week, for I successive week(s); the first
insertion being on 0910512024 and the last
insertion being on 0910512024.
MORI]GAGE FORECLOSURE NOTICES
Pursuant to Minnesota Stat. $580.033
relating to the publication of mortgage
foreclosure notices: The newspaper complies
with the conditions described in $580.033,
subd. l, clause (l) or (2). If the newspaper's
known ollice of issue is located in a county
adjoining the county where the mortgaged
premises or some part of the mortgaged
premises described in the notice are located,
a substantial portion of the newspaper's
circulation is in the latter
Designated
Subscribed and sworn to or affrrmed before
me on0910512024
Notary Public
Rate lnformation:
(l) Lowest classified rate paid by commercial users
for comparable space:
$999.99 per column inch
CITY OF CHANHASSEN
CARVER & HENNEPIN
COUNTIES
NOTICE OF
PUBLIC HEARING
PI.ANNING
cAsE NO. 2024-17
NOTICE IS HEREBY GIVEN that
the Chanhassen Planning Commis-
sion will hold a public hearing on
Tuesday, September '17, 2024 al
6:00 p.m. in the Council Chambers
in Chanhassen City Hall, 7700 MaF
ket Blvd. The purpose of this hear-
ing is to consider a request to ad-
just some property lines within the
Avienda Townhomes Plat through a
revised Preliminary Plat, Final Plat,
and Site Plan. The townhomes
proiect is proposed to be r€plat-
ted so that individual lots would be
larger so that venting of the homes
adhercs with mechanical building
code. No other changes are pro-
posed with the rcvisod Plat. Prop-
erty Owner: Level 7 Development
Applicant: Charles Cudd Company.
Project documents for this
request are available for public
review on th6 city's website
at www.chanhassenmn.gov/
proposeddevelopments on the
Avienda page or at City Hall
during regular business hours,
All interested persons are invited
to att€nd this public hearing and
exprcss their opinions with respect
to this proposal.
Eric Maass
Community Development Director
Email:
emaass@chanhassenmn. gov
Phone: 952-227-1 139
Published in the
Sun Sailor
September 5, 2024
141826s
By:
ffi Oarlene Marie MacPherson
Notary Public
Minnesota
My Commission Expires 1/31/2029
Ad ID 1418263
182
CITY OF CHANHASSEN
AFFIDAVIT OF MAILING NOTICE
STATE OF MINNESOTA)
) ss.
COLINTY OF CARVER )
[, Jenny Potter, being first duly swom, on oath deposes that she is and was on
September 5,2024, the duly qualified and acting City Clerk ofthe City of Chanhassen,
Minnesota; that on said date she caused to be mailed a copy ofthe attached notice Consider a
request to adjust property lines within Avienda Townhomes Plat through a revised
Preliminary Plat, Final Plat, and Site Plan. The project is proposed to be replatted so that
individual lots would be larger so venting of the homes adheres with mechanical building
code, No other changes are proposed with the revised Plat. Owner: Level 7 Development,
Applicant: Charles Cudd Company to the persons named on attached Exhibit "A", by
enclosing a copy ofsaid 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.
Jenn otter. City Clerk
Subscribed and sworn to before me
this 5 day of
lad
AMY K. WEIDMAN
Notary Public-Minnesota
My Comrnb.lon Erplr.6 J.n 31, 202?
t
I
I,
t
t
Notarv Public
,2024.
183
Tax name Tax add l1 Tax add l2
AARON LEIGH SANDNESS 9171 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
ALIAKSANDR KHARYTOVICH 9053 DEGLER LN CHANHASSEN, MN 55317-2701
ANKUR WAHI 9092 RIVER ROCK DR N CHANHASSEN, MN 55317-
ARUNKUMAR JOTHIRAMALINGAM 9044 DEGLER LN CHANHASSEN, MN 55317-
ASHLEY N NELSON REVOCABLE INTERVIVOS TRU 1485 MILLS DR CHANHASSEN, MN 55317-
ASIM MOHAMMED SYED 1561 LYMAN BLVD CHANHASSEN, MN 55317-
BALAJI MONHANCHANDRAN 9112 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
BETH ANNE CATHERINE MELANDER 8255 KELZER POND DR VICTORIA, MN 55386-
BHASKAR GURRAMKONDA 1471 DEGLER CIR CHANHASSEN, MN 55317-4750
BRADLEY WESTVIG 1430 JERSEY WAY CHANHASSEN, MN 55317-8622
BRANDON ZENK 9091 RIVER ROCK DR N CHANHASSEN, MN 55317-4845
BRIAN OMMEN 9081 RIVER ROCK DR N CHANHASSEN, MN 55317-4845
BRYAN T PETERSEN 9180 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
C DAVID LUTHER IRREV TRUST FBO AVA LUTHE 1452 MILLS DR CHANHASSEN, MN 55317-
C/O AVIENDA TOWNHOMES ASSOCIATION 15050 23RD AVE N MINNEAPOLIS, MN 55447-
CARA L BLACK REVOCABLE TRUST 10764 PURDEY RD EDEN PRAIRIE, MN 55347-
CARVER COUNTY HOLDINGS LLC 8722 BIG WOODS LN EDEN PRAIRIE, MN 55347-
CHANHASSEN CITY PO BOX 147 CHANHASSEN, MN 55317-
CHANHASSEN RESIDENTIAL DEV PARTNERS LLC 7300 METRO BLVD #300 EDINA, MN 55439-2302
CHRISTOPHER R ANDERSON 1423 BETHESDA CIR CHANHASSEN, MN 55317-4749
CITY OF CHANHASSEN 7700 MARKET BLVD PO BOX 147 CHANHASSEN, MN 55317-
CODY PRIBBLE 8991 RIVER ROCK DR N CHANHASSEN, MN 55317-
DANIEL MARTINEZ 9072 RIVER ROCK DR N CHANHASSEN, MN 55317-
DAVID HELDMAN 9041 DEGLER CIR CHANHASSEN, MN 55317-4836
DEBRA A JUNGCLAUS 4407 SE HAIG POINT CT STUART, FL 34997-
DIWAHAR SIVARAJ 9001 RIVER ROCK DR N CHANHASSEN, MN 55317-
EDWARD KIM 1435 MILLS DR CHANHASSEN, MN 55317-
ERIC L & JENNIFER L SWANSON 1440 BETHESDA CIR CHANHASSEN, MN 55317-4749
ERIK VIEYRA 8981 RIVER ROCK DR N CHANHASSEN, MN 55317-
EVAN M LUCORE 1440 JERSEY WAY CHANHASSEN, MN 55317-8622
FRANKLIN BLYDENBURGH 9122 RIVER ROCK DR CHANHASSEN, MN 55317-
GARY REITER 1460 JERSEY WAY CHANHASSEN, MN 55317-
184
GEORGE MURRAY 1430 BETHESDA CIR CHANHASSEN, MN 55317-4749
GUNJAN SHARMA 1470 JERSEY WAY CHANHASSEN, MN 55317-8622
HASSAN NADEEM 9043 DEGLER LN CHANHASSEN, MN 55317-
HUONG N DANG 9151 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
JACOB A WILLS 9021 DEGLER CIR CHANHASSEN, MN 55317-4836
JAMES S ROHWER 9111 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
JDV INVESTMENTS LLC 6472 SMITHTOWN RD EXCELSIOR, MN 55331-
JEFFREY S & LEE ANN FRANZ 8950 SUNSET TRL CHANHASSEN, MN 55317-9100
JENIFER KENIS PRINCE 13190 BEEHIVE CT EDEN PRAIRIE, MN 55346-
JESSE L MILLER 9051 RIVER ROCK DR N CHANHASSEN, MN 55317-4845
JILL MARIE MADISON 9161 RIVER ROCK DR N CHANHASSEN, MN 55317-
JOAN M MCNANEY 1455 MILLS DR CHANHASSEN, MN 55317-4811
JONATHAN R & SHANNON G ABAD 1439 BETHESDA CIR CHANHASSEN, MN 55317-4749
JOSEPH ARMSTRONG 1427 BETHESDA CIR CHANHASSEN, MN 55317-4749
JUSTIN STERLING 1450 BETHESDA CIR CHANHASSEN, MN 55317-
KATHERINE A NOTCH 9083 DEGLER LN CHANHASSEN, MN 55317-
KATHLEEN MAI SCHUMACHER 9063 DEGLER LN CHANHASSEN, MN 55317-2701
KAYLA K BORCHERT 1420 JERSEY WAY CHANHASSEN, MN 55317-
KENT SPAULDING 8971 RIVER ROCK DR N CHANHASSEN, MN 55317-
KERRY ZAJICEK 1601 LYMAN BLVD CHANHASSEN, MN 55317-
KIM KIM 9041 RIVER ROCK DR N CHANHASSEN, MN 55317-
KOU THAO 9034 DEGLER LN CHANHASSEN, MN 55317-
KYLE KRAMER 9071 RIVER ROCK DR N CHANHASSEN, MN 55317-
KYLE STOKKE 9024 DEGLER LN CHANHASSEN, MN 55317-
LAKSHMI JYOTSNA AKUTHOTA 1443 BETHESDA CIR CHANHASSEN, MN 55317-
LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331-9628
MANDEEP S VIRK 9190 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
MARC GILLITZER 1461 DEGLER CIR CHANHASSEN, MN 55317-4750
MARCO RASGATTINO 9141 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
MATTHEW M KISTNER 1465 MILLS DR CHANHASSEN, MN 55317-
MICHAEL SERWA 9121 RIVER ROCK DR N CHANHASSEN, MN 55317-
MYTHILI KARUPPUSAMY 1431 BETHESDA CIR CHANHASSEN, MN 55317-
NATHAN HANSON 9021 RIVER ROCK DR N CHANHASSEN, MN 55317-
185
NICHOLAS J KOSHENINA 9102 RIVER ROCK DR N CHANHASSEN, MN 55317-
NILESH C SUTHAR 211 MABLEY PL CARY, NC 27519-
NIRMAL KHAREL 640 FUNSTON AVE SAN FRANCISCO, CA 94118-
PATRICK T MACY TRUST 1472 MILLS DR CHANHASSEN, MN 55317-
PRESERVE @ BLF CRK HM OWN ASSN 1801 AMERICAN BLVD E STE 21 BLOOMINGTON, MN 55425-
PRESERVE @ BLF CRK HOMEOWNERS 4672 SLATER RD EAGAN, MN 55122-2362
RAJEEV HOSUR 9082 RIVER ROCK DR N CHANHASSEN, MN 55317-
ROBERT DIRKS 9064 DEGLER LN CHANHASSEN, MN 55317-4836
RONALD W & CAROL M ENTINGER 8851 AUDUBON RD CHANHASSEN, MN 55317-9407
ROSE LYNDA PYKA 9011 RIVER ROCK DR N CHANHASSEN, MN 55317-
RYAN T MCCORMICK 1475 MILLS DR CHANHASSEN, MN 55317-4811
SOMASUNDARAM KRISHNAMURTHY 9031 RIVER ROCK DR N CHANHASSEN, MN 55317-
SREENIVAS SAMPAT 9061 RIVER ROCK DR N CHANHASSEN, MN 55317-4845
SUDHAKAR JAGARKAL 9101 RIVER ROCK DR N CHANHASSEN, MN 55317-
SUDIP SHERCHAN 9054 DEGLER LN CHANHASSEN, MN 55317-
SUMAN K THAPA 1462 MILLS DR CHANHASSEN, MN 55317-4811
SWATHI BACHU 9074 DEGLER LN CHANHASSEN, MN 55317-2701
THE BOBERTZ LIVING TRUST 2401 HUNTER DR CHANHASSEN, MN 55317-
THE PRESERVE AT BLUFF CREEK HOMEOWNERS A 8100 OLD CEDAR AVE S STE 300 MINNEAPOLIS, MN 55425-
THE PRESERVE AT BLUFF CREEK HOMEOWNERS A 7300 METRO BLVD STE 300 MINNEAPOLIS, MN 55439-
TIMOTHY C BOYCE 8941 AUDUBON RD CHANHASSEN, MN 55317-8412
TODD DAVID MICHELS 5385 ROBINWOOD CT VICTORIA, MN 55318-
TUSHAR BAPAT 9052 RIVER ROCK DR N CHANHASSEN, MN 55317-
VANSANTHA AYYALU 9062 RIVER ROCK DR N CHANHASSEN, MN 55317-
VARA PRASAD KUNTLA VEERA VENKATA SATYA 9042 RIVER ROCK DR CHANHASSEN, MN 55317-
VARUN PARVATANENI 9131 RIVER ROCK DR N CHANHASSEN, MN 55317-4758
WENDY M GALL 1445 MILLS DR CHANHASSEN, MN 55317-4811
WILLIAM I HAMILTON 18160 COLE CT EDEN PRAIRIE, MN 55347-
WILLIAM STAGGS 1480 PEMBROKE PASS CHANHASSEN, MN 55317-
ZACHARY JEROME PLEISS 1419 BETHESDA CIR CHANHASSEN, MN 55317-
ZACHARY NELSON 1435 BETHESDA CIR CHANHASSEN, MN 55317-
186
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the user's access or
use of data provided.
«Tax_name»
«Tax_add_l1»
«Tax_add_l2»
Disclaimer
This map is neither a legally recorded map nor a survey and is not intended to be used
as one. This map is a compilation of records, information and data located in various city,
county, state and federal offices and other sources regarding the area shown, and is to
be used for reference purposes only. The City does not warrant that the Geographic
Information System (GIS) Data used to prepare this map are error free, and the City does
not represent that the GIS Data can be used for navigational, tracking or any other
purpose requiring exacting measurement of distance or direction or precision in the
depiction of geographic features. The preceding disclaimer is provided pursuant to
Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges
that the City shall not be liable for any damages, and expressly waives all claims, and
agrees to defend, indemnify, and hold harmless the City from any and all claims brought
by User, its employees or agents, or third parties which arise out of the user's access or
use of data provided.
«Next Record»«Tax_name»
«Tax_add_l1»
«Tax_add_l2»
Subject
Parcel
Subject
Parcel
187
Notice of Public Hearing: Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, September 17, 2024 at 6:00 p.m. This hearing may
not start until later in the evening, depending on the order of the
agenda.
Location: City Hall Council Chambers, 7700 Market Blvd.
Proposal:
Consider request to adjust property lines within Avienda
Townhomes Plat through a revised Preliminary Plat, Final
Plat, and Site Plan; The project is proposed to be replatted
so individual lots are larger so venting of the homes
adheres with mechanical building code. No other changes
are proposed with the revised Plat
Applicant: Charles Cudd Company
Owner: Level 7 Development
Property
Location:
Avienda Townhomes
A location map is on the reverse side of this notice.
What Happens at
the Meeting:
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
public hearing through the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans for the project.
3. Comments are received from the public.
4. Public hearing is closed and the Planning Commission
discusses the project.
Questions &
Comments:
To view project documents before the meeting, please visit the
city’s proposed development webpage at:
www.chanhassenmn.gov/proposeddevelopments. If you wish
to talk to someone about this project, please contact Eric Maass
by email at emaass@chanhassenmn.gov or by phone at 952-
227-1139. If you choose to submit written comments, please
send one copy to staff in advance of the meeting. Staff will
provide copies to the Planning Commission. The staff report for
this item will be available online on the city’s Agendas & Minutes
webpage the Thursday prior to the Planning Commission
meeting.
Sign up to receive email updates about this or other projects. Go to
https://www.chanhassenmn.gov/i-want-to/subscribe
City Review Procedure:
• Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings,
Comprehensive Plan Amendments, Variances, Appeals, and Code Amendments require a public hearing before the Planning
Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any
interested party is invited to attend the meeting.
• Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are
available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation.
The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the
public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or
modify wholly or partly the Planning Commission’s recommendation. Rezonings, land use and code amendments take a simple
majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial.
• Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this stan dard.
Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the
process should check with the Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to
meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence
regarding the application will be included in the report to the City Council. If you wish to have something to be included in the
report, please contact the Planning Staff person named on the notification.
Notice of Public Hearing: Chanhassen Planning Commission Meeting
Date & Time:
Tuesday, September 17, 2024 at 6:00 p.m. This hearing may
not start until later in the evening, depending on the order of the
agenda.
Location: City Hall Council Chambers, 7700 Market Blvd.
Proposal:
Consider request to adjust property lines within Avienda
Townhomes Plat through a revised Preliminary Plat, Final
Plat, and Site Plan; The project is proposed to be replatted
so individual lots are larger so venting of the homes
adheres with mechanical building code. No other changes
are proposed with the revised Plat
Applicant: Charles Cudd Company
Owner: Level 7 Development
Property
Location:
Avienda Townhomes
A location map is on the reverse side of this notice.
What Happens at
the Meeting:
The purpose of this public hearing is to inform you about the
applicant's request and to obtain input from the neighborhood
about this project. During the meeting, the Chair will lead the
public hearing through the following steps:
1. Staff will give an overview of the proposed project.
2. The applicant will present plans for the project.
3. Comments are received from the public.
4. Public hearing is closed and the Planning Commission
discusses the project.
Questions &
Comments:
To view project documents before the meeting, please visit the
city’s proposed development webpage at:
www.chanhassenmn.gov/proposeddevelopments. If you wish
to talk to someone about this project, please contact Eric Maass
by email at emaass@chanhassenmn.gov or by phone at 952-
227-1139. If you choose to submit written comments, please
send one copy to staff in advance of the meeting. Staff will
provide copies to the Planning Commission. The staff report for
this item will be available online on the city’s Agendas & Minutes
webpage the Thursday prior to the Planning Commission
meeting.
Sign up to receive email updates about this or other projects. Go to
https://www.chanhassenmn.gov/i-want-to/subscribe
City Review Procedure:
• Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings,
Comprehensive Plan Amendments, Variances, Appeals, and Code Amendments require a public hearing before the Planning
Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any
interested party is invited to attend the meeting.
• Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are
available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation.
The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the
public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or
modify wholly or partly the Planning Commission’s recommendation. Rezonings, land use and code amendments take a simple
majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial.
• Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this stan dard.
Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the
process should check with the Planning Department regarding its status and scheduling for the City Council meeting.
• A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to
meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s).
• Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence
regarding the application will be included in the report to the City Council. If you wish to have something to be included in the
report, please contact the Planning Staff person named on the notification. 188
City Council Item
September 23, 2024
Item Approve contract with MadisonAI
File No.Item No: D.7
Agenda Section CONSENT AGENDA
Prepared By Matt Unmacht, Assistant City Manager
Reviewed By
SUGGESTED ACTION
Approve
Motion Type Simple Majority Vote of members present
Strategic
Priority Operational Excellence
SUMMARY
City staff has contracted with Madison AI, a cutting-edge artificial intelligence solution that we will be
integrating into our operations. Madison AI is designed to enhance our efficiency and streamline
various processes through advanced technology.
Key Features of Madison AI:
1. Automated Data Processing: Madison AI utilizes artificial intelligence and optical character
recognition (OCR) to automate data entry and processing. This will significantly reduce the time
and effort required for manual data handling, allowing us to focus on more strategic tasks.
2. Enhanced Workflow Management: The AI system provides an electronic workflow for
invoices and other documents, ensuring that all necessary information is accurately captured and
routed for review and approval. This feature will help us maintain a smooth and efficient
workflow across departments.
3. Proactive Issue Detection: Madison AI is equipped with proprietary algorithms that can surf
189
multiple platforms to identify potential issues, such as unauthorized short-term rentals within the
community. This proactive approach will help us address problems before they escalate, ensuring
compliance with city regulations.
4. Public Safety and Regulatory Compliance: Madison AI will support our efforts in maintaining
a strong regulatory framework for public safety, including the sale of certain products and
ensuring compliance with local licensing and zoning regulations.
Benefits to Our Operations:
Increased Efficiency: By automating routine tasks, Madison AI will free up valuable time for
our staff, allowing us to focus on more critical and strategic initiatives.
Improved Accuracy: The AI's advanced data processing capabilities will reduce errors and
ensure that our records are accurate and up-to-date.
Enhanced Public Services: With Madison AI, we can provide better support and services to our
community, including seniors and other vulnerable groups.
Proactive Management: The AI's ability to detect and address issues early will help us maintain
compliance and avoid potential problems.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Approve licensing agreement/contract with MadisonAI
ATTACHMENTS
Chanhassen Madison AI Licensing Agreement
190
1
MADISON AI LICENSING AGREEMENT
This Licensing Agreement ("Agreement") is made and entered into as of Aug. 1, 2024, by and between
City of Chanhassen, with its principal place of business at 7700 Market Boulevard P.O. Box 147
Chanhassen, MN 55317952 ("Licensee"), and M3Planning, Inc. dba Madison AI, a corporation organized
under the laws of Nevada, with its principal place of business at 527 Lander Street, Reno, NV 89509
("Licensor").
WHEREAS, Licensor has developed Madison AI, an AI Assistant for local government LLM for elected
officials and staff to access board decisions, agendas, and master codes in your library ("Madison AI"); and
WHEREAS, Licensee desires to license Madison AI from Licensor under the terms and conditions set forth
herein;
NOW, THEREFORE, in consideration of the mutual covenants and promises contained herein, the parties
hereto agree as follows:
1. LICENSE GRANT
1.1. License: Subject to the terms and conditions of this Agreement, Licensor hereby grants to
Licensee a non-exclusive, non-transferable license to use Madison AI during the Term (as defined
below) for the purpose of generating reports based on governmental data.
2. TERM
2.1. Term: This Agreement shall commence on the Effective Date, Aug. 1, 2024, and shall continue for
one (1) year, unless terminated earlier in accordance with the provisions of this Agreement
("Term"). This licensing agreement will automatically renew for an additional 1-year term unless
Licensee opts out with a 30-day notice prior to the end of the existing term.
3. FEES AND PAYMENT
3.1. Fee: Licensee agrees to pay Licensor a total fee of $25,000 ("License Fee"), which includes data
deployment and annual access to Madison AI. All fees will be billed upon contract signing and
due net 30.
Madison AI License – Research Assistant + Staff Report Cost (USD)
Deployment & Annual Licensing Fee incl:
• Custom LLM setup and configuration including prompt fine-tuning.
• 1 Custom Staff Report to your governance standards.
• Up to 2 revisions to the custom report.
• Rollout & Training – 3 team training session, to be recorded for future use.
• Unlimited staff use.
• Auto indexing of your data 1 time per month.
• AI Tokens for search and OpenAI
$25,000
191
2
3.2. Usage Tokens: The License Fee includes usage tokens with a limit of $250 per month. Usage
beyond this limit will incur additional fees as specified in Section 3.3. Tokens are priced at cost by
Microsoft ($0.005/1,000 input and $0.015/1,000 output).
3.3. Additional Usage Fees: In the event Licensee exceeds the monthly usage limit of $250, Licensee
agrees to pay additional fees at the rate of $250 a month for each subsequent level. Licensor
shall invoice Licensee quarterly for any additional usage fees incurred, and Licensee shall pay
such invoices within thirty (30) days of receipt.
3.4. Service Support: Service support beyond initial installation is available for an additional fee(s).
Please contact Licensor for your additional needs.
4. DEPLOYMENT AND DATA INDEX UPDATING
4.1. Initial Deployment: Licensor will deploy the Research Assistant and Staff Report in approximately
four (4) weeks and it will include approximately five (5) years of data from existing agendas,
minutes, and staff reports.
4.2. Data Index Updates: Throughout the Term, Licensor shall update the data pile once monthly to
ensure the application has access to the most current governmental data to reference.
5. LICENSEE OBLIGATIONS
5.1. Compliance with Laws: Licensee agrees to use Madison AI in compliance with all applicable laws
and regulations.
5.2. Restriction: Licensee shall not, and shall not permit any third party to: (a) reverse engineer,
decompile, or disassemble Madison AI; (b) modify or create derivative works of Madison AI; (c)
sublicense, lease, rent, or distribute Madison AI to any third party; or (d) use Madison AI for any
purpose other than as expressly permitted under this Agreement.
6. SECURITY
6.1. Data Security: Madison AI is a Microsoft Azure Application that is compliant with Microsoft Data
Protection. Your prompts (inputs), completions (outputs), your embeddings, and your training
data:
• are NOT available to other customers.
• are NOT available to OpenAI.
• are NOT used to improve OpenAI models.
• are NOT used to improve any Microsoft or 3rd party products or services.
• are NOT used for automatically improving Azure OpenAI models for your use in your resource
(The models are stateless, unless you explicitly fine-tune models with your training data).
• The Azure OpenAI Service is fully controlled by Microsoft; Microsoft hosts the OpenAI models
in Microsoft’s Azure environment and the Service does NOT interact with any services
operated by OpenAI (e.g. ChatGPT, or the OpenAI API).
192
3
7. TERMINATION
7.1. Termination for Convenience: Either party may terminate this Agreement for any reason upon
thirty (30) days' prior written notice to the other party.
7.2. Termination for Breach: Either party may terminate this Agreement immediately upon written
notice if the other party breaches any material term or condition of this Agreement and fails to
cure such breach within thirty (30) days after receiving written notice thereof.
7.3. Effect of Termination: Upon termination of this Agreement, Licensee shall cease all use of
Madison AI and return or destroy all copies of Madison AI in its possession. The License Fee will
be prorated on a monthly basis, net of the initial setup fee of $6,000 and token usage to date.
Termination shall not relieve Licensee of its obligation to pay any fees accrued or payable to
Licensor prior to the effective date of termination.
8. WARRANTY DISCLAIMER
8.1. Disclaimer: THE AI WRITER IS PROVIDED "AS IS" WITHOUT WARRANTY OF ANY KIND, WHETHER
EXPRESS, IMPLIED, STATUTORY, OR OTHERWISE. LICENSOR SPECIFICALLY DISCLAIMS ALL IMPLIED
WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, AND NON-
INFRINGEMENT, AND ANY WARRANTIES ARISING OUT OF COURSE OF DEALING OR USAGE OF
TRADE.
9. LIMITATION OF LIABILITY
9.1. Limitation: IN NO EVENT SHALL LICENSOR BE LIABLE FOR ANY INDIRECT, INCIDENTAL, SPECIAL,
OR CONSEQUENTIAL DAMAGES, OR DAMAGES FOR LOSS OF PROFITS, REVENUE, DATA, OR DATA
USE, INCURRED BY LICENSEE OR ANY THIRD PARTY, WHETHER IN AN ACTION IN CONTRACT OR
TORT, EVEN IF LICENSOR HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES.
LICENSOR'S LIABILITY FOR DAMAGES HEREUNDER SHALL IN NO EVENT EXCEED THE AMOUNT OF
FEES PAID BY LICENSEE TO LICENSOR UNDER THIS AGREEMENT.
10. GENERAL
10.1. Governing Law: This Agreement shall be governed by and construed in accordance with the
laws of the State of Minnesota without regard to its conflict of law principles.
10.2. Entire Agreement: This Agreement constitutes the entire agreement between the parties with
respect to the subject matter hereof and supersedes all prior or contemporaneous
understandings or agreements, written or oral, regarding such subject matter.
10.3.Independent Contractor Relationship: It is expressly understood that the Licensor is an
“independent contractor” and not an employee of the Licensee. The Licensor shall have control
over the manner in which the services are performed under this Agreement. The Licensor shall
supply at its own expense, all materials, supplies, equipment, and tools required to accomplish
the services contemplated by this Agreement. The Licensor shall not be entitled to any benefits
from the Licensee, including, without limitation, insurance benefits, sick and vacation leave,
workers’ compensation benefits, unemployment compensation, disability, severance pay, or
retirement benefits. Nothing in this Agreement shall be deemed to constitute a partnership,
joint venture or agency relationship between the Parties.
193
4
10.4.Insurance Requirements: The Licensor, at its expense, shall procure and maintain in force for the
duration of this Agreement the following minimum insurance coverages:
A. General Liability. The Licensor 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 Licensee shall be
endorsed as additional insured.
10.5. Amendments: No amendment or modification of this Agreement shall be binding unless in
writing and signed by both parties.
10.6. Waiver: No waiver of any term or condition of this Agreement shall be deemed a continuing
waiver or a waiver of any other term or condition.
10.7. Severability: If any provision of this Agreement is held to be invalid or unenforceable, the
remaining provisions shall continue in full force and effect.
10.8. Assignment: Licensee may not assign or transfer its rights or obligations under this Agreement
without the prior written consent of Licensor.
IN WITNESS WHEREOF, the parties have executed this Licensing Agreement as of the Effective Date.
M3 Planning, Inc. dba Madison, AI
By: __________________________
Name: __Erica Olsen____________
Title: __CEO/Co -Founder_________
Date: ___7/30/24_______________
City of Chanhassen
By: ________________
Name: _____Matt Unmacht_______
Title: ____Assistant City Manager________
Date: ____09/18/2024_____________
194
5
Microsoft Data Protection – Data, privacy, and security for Azure OpenAI Service:
https://learn.microsoft.com/en-us/legal/cognitive-services/openai/data-
privacy?context=%2Fazure%2Fcognitive-services%2Fopenai%2Fcontext%2Fcontext
Privacy Policy:
https://madisonai.com/privacy-policy/
Terms and Conditions:
https://madisonai.com/terms-and-conditions/
195
City Council Item
September 23, 2024
Item Authorize Purchase of Electronic Message Boards
File No.F-100B Item No: D.8
Agenda Section CONSENT AGENDA
Prepared By Alison Albrecht, Public Works Support Specialist
Reviewed By Charlie Burke
SUGGESTED ACTION
"The Chanhassen City Council authorizes the purchase of two electronic message boards."
Motion Type Simple Majority Vote of members present
Strategic
Priority Communications
SUMMARY
These trailered electronic message boards, sometimes referred to as reader boards, will be used across
multiple city divisions to inform the public about city projects and events. They will be utilized to
communicate road closures, special events, city advertising, and for various other in the field
communication purposes. These boards are in the 5-year CIP for purchase in 2024.
BACKGROUND
N/A
DISCUSSION
N/A
BUDGET
196
This purchase is identified in CIP Project No. F-100B with a budget of $40,000; the actual cost is
$44,424.
RECOMMENDATION
Staff recommends the City Council authorization of the message boards.
ATTACHMENTS
Quote
CIP F-100B Equipment - Portable Message Boards
197
198
199
This requests information is generated from , Adopted Version.
Equipment - Portable Message Boards
Overview
Request Owner Charlie Howley, PW Director/City Engineer
Department Public Works Operations
Type Capital Equipment
Project Number F-100B
Description
Portable changeable message boards. These boards are used for partial road closures, special event messaging, and various other in the
eld communication purposes.
Details
New Purchase or Replacement New
Capital Cost Breakdown
Capital Cost FY2024 Total
Equipment $40,000 $40,000
Total $40,000 $40,000
Capital Cost
FY2024 Budget
$40,000
Total Budget (all years)
$40K
Project Total
$40K
Capital Cost by Year (Adopted)
Equipment
2024 $40,000.00
$0 $10K $20K $30K $40K
Capital Cost for Budgeted Years (Adopted)
TOTAL $40,000.00
Equipment (100%)$40,000.00
City of Chanhassen | Budget Book 2024 Page 26 200
Funding Sources Breakdown
Funding Sources FY2024 Total
Fleet Capital - Fund 400 $40,000 $40,000
Total $40,000 $40,000
Funding Sources
FY2024 Budget
$40,000
Total Budget (all years)
$40K
Project Total
$40K
Funding Sources by Year (Adopted)
Fleet Capital - Fund 400
2024 $40,000.00
$0 $10K $20K $30K $40K
Funding Sources for Budgeted Years (Adopted)
TOTAL $40,000.00
Fleet Capital - Fund 400 (100%)$40,000.00
City of Chanhassen | Budget Book 2024 Page 27 201
City Council Item
September 23, 2024
Item Award Contract for Galpin Blvd Retaining Wall Replacement
File No.24-12 Item No: D.9
Agenda Section CONSENT AGENDA
Prepared By Alison Albrecht, Public Works Support Specialist
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council approves a contract with Kusske Construction Company, LLC for the
Galpin Blvd Retaining Wall Replacement Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
The existing retaining wall sections along the west side of Galpin Blvd (CSAH 15) immediately south
of Coulter Blvd have failed and need to be removed/replaced.
BACKGROUND
The history of these walls is not well documented, but it's been determined by the City and County, that
these walls were constructed as part of adding the city trail, which came after the widening of Galpin
Blvd in this area by the County. The walls were likely chosen to be installed at the time to stay within
public Right of Way and to protect the trees along the front of the property. These are therefore
considered city owned, even though they are located within the County Right of Way, with the western
ends of all of the walls located on private property.
A long section of one the walls failed (blocks tipped over) earlier this winter, and city crews removed
the blocks and debris to keep the trail clear. A picture of the failure is attached. The trail has been
202
posted as closed since that time.
DISCUSSION
The resulting condition of the failed wall needs to be addressed, and it makes sense to address all of the
wall sections at the same time.
Options include:
1. Rebuild the walls
2. Repair only the wall that failed
3. Remove the walls
The repair option was dismissed from the onset as the impact to the property would be same with the
repair option vs. a replacement option. Furthermore, the other wall segments are showing the same
leaning condition as the wall that failed, and as such failure of those sections is likely imminent.
To make an informed plan, we hired an Engineering firm to survey and work on various design
solutions. These walls act as a sightline issue for vehicles coming eastbound from Coulter and entering
into Galpin. Removal of the wall would be by far the best solution for the city. Beyond the noted
sightline issue, it creates issues with snowplowing of the trail; the wall is a city asset that requires long
term maintenance; and the wall is located in the County Right of Way, which is not typical practice.
Removal of the wall, however, would be impactful to the three properties it abuts.
These walls abut the front yards of three single family homes, which were built in the late 1950's and
early 1960's, before this was an improved County Highway. City staff have met with the property
owners' multiple times during the design and have obtained their approval of our plan to remove all of
the walls and grade the slope into their property. Replacement trees will be planted as part of the
project. One small segment of wall is needed to be reinstalled (outside of the Right of Way) to support
the driveway at 8190 Galpin Blvd. This small wall will become privately owned by that property owner.
The removal option is preferred and supported by the County.
If awarded, the work will take place over the next month.
BUDGET
The Public Works Department solicited quotes from multiple contractors for this work. Three (3) quotes
were returned, as summarized below. Kusske Construction Company was the low quote. They have
routinely performed satisfactory work for the city.
Kusske Construction Company $ 116,480.00
Minger Construction Co.$ 144,653.00
New Look Contracting $ 156,834.50
Engineers Estimate $ 151,040.00
This project was not planned and is in response to a failure of a city asset. The costs will be funded by
the Transportation Infrastructure Maintenance (TIM) Fund.
Initial investigation had shown the cost to rebuild the walls was estimated at $250,000; while the cost to
203
do a repair on just the portion that failed was estimated at $63,000.
RECOMMENDATION
Staff recommends awarding the contract to Kusske Construction Company.
ATTACHMENTS
Galpin Wall Failure Picture
Street View
Galpin Blvd Retaining Wall Repairs-Quote Set
Quotes
Contract
204
205
206
CONSTRUCTION PLANS FOR:
PREPARED FOR:
CITY OF CHANHASSEN
GALPIN BLVD. RETAINING WALL REPAIRS
LOCATION MAP
HANSEN T HORP PELLINEN OLSON,Inc.
7510 Market Place Drive Eden Prairie, MN 55344
952-829-0700 952-829-7806 fax
Engineering Surveying
Landscape Architecture
DATE ISSUES / REVISIONSNO.
LEGEND-EXISTING
HYDRANT
CATCH BASIN
LIGHT
TELEPHONE BOX
TREE
TOP NUT HYDRANTTNH
ELECTRIC LINE
GAS MAIN
STORM SEWER
TELEPHONE LINE
PROPERTY BOUNDARY
ROADWAY CENTERLINE
CONTOUR
GENERAL NOTES
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
LIC. NO.DATE:
SHEET INDEX
SHEET
OF
10
1
1
(NOT TO SCALE)
PROJECT NO.24-012
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
ADAM PAWELK
LIC. NO.DATE:
SHEET INDEX
1 COVER SHEET
2 REMOVALS PLAN
3 CONSTRUCTION PLAN
4 LANDSCAPE PLAN
5 CONSTRUCTION DETAILS
6-10 LANDSCAPE DETAILS
1
CALL BEFORE YOU DIG !
MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY
THE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORE
THAN FOURTEEN (14) CALENDAR
DAYS PRIOR TO EXCAVATION
GOPHER STATE
ONE CALL
www.gopherstateonecall.org
1-800-252-1166
Minnesota
08-16-24
08-16-24 QUOTE SET
PROJECT LOCATION
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS AND CITY SPECIFICATIONS.
2.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION INCLUDING
EXISTING ELEVATIONS AND TOPOGRAPHY PRIOR TO COMMENCING GRADING OPERATIONS.
IF DISCREPANCIES OCCUR BETWEEN PLANS AND ACTUAL SITE CONDITIONS, NOTIFY
ENGINEER IMMEDIATELY.
3.PRIOR TO GRADING ACTIVITIES, TOPSOIL, ROOTS, AND OTHER ORGANIC MATERIAL SHALL
BE COMPLETELY STRIPPED AS NEEDED IN GREENSPACE AREAS. EXISTING TOPSOIL SHALL BE
STOCKPILED FOR REUSE.
4.CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING PUBLIC AND PRIVATE UTILITIES
PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PRESERVING THESE. ANY
REPAIRS NECESSARY DUE TO CONTRACTORS OPERATIONS SHALL BE MADE AT
CONTRACTORS EXPENSE. BEFORE DIGGING CALL: GOPHER STATE ONE CALL (651) 454-0002.
5.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL "C". THIS
UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE
38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING
UTILITIES."
6.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY MEASURES TO SAFEGUARD
VEHICLES AND PEDESTRIAN TRAFFIC IN ACCORDANCE WITH THE LATEST VERSION OF THE
MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MN MUTCD), CITY
SPECIFICATIONS, AND APPLICABLE PERMIT REQUIREMENTS.
7.CONTRACTOR SHALL KEEP ALL PAVED SURFACES FREE OF SEDIMENT. PAVED SURFACES
SHALL BE SWEPT AS NEEDED OR AS DIRECTED BY THE CITY OR ENGINEER.
8.INSTALL EROSION AND SEDIMENT CONTROL MEASURES BEFORE ANY LAND DISTURBING
ACTIVITIES TAKE PLACE AS SHOWN ON THE PLANS OR AS DIRECTED.
9.PROTECT ALL SITE FEATURES IN-PLACE UNLESS DESIGNATED FOR REMOVAL. RESTORE ALL
DISTURBED AREAS, INCLUDING PAVEMENT, TO EXISTING CONDITIONS OR BETTER.
10.EXISTING PAVEMENT SHALL BE PRESERVED WHEREVER POSSIBLE. COORDINATE PAVEMENT
REMOVAL AREAS WITH SITE PLAN. SAWCUT (NO JACKHAMMERING) ALONG EXISTING
PAVEMENT TO CREATE SMOOTH TRANSITIONS BETWEEN EXISTING AND NEW PAVEMENT.
SAWCUT CONCRETE PAVEMENT AND CURB & GUTTER TO NEAREST JOINT.
49990
LEGEND-PROPOSED
CONTOUR
DRIVEWAY REMOVAL
RETAINING WALL
BITUMINOUS TRAIL
TREE REMOVAL
RETAINING WALL REMOVAL
TREE PROTECTION FENCE
SILT FENCE
CATCH BASIN SEDIMENT TRAP
TW= TOP OF WALL ELEVATION
BW= FINISHED GRADE AT
BOTTOM OF WALL
886
X
BENCHMARK
TOP NUT OF FIRE HYDRANT ON THE EASTERLY SIDE OF GALPIN BOULEVARD LOCATED
APPROXIMATELY 220 FEET SOUTHERLY OF THE CENTERLINE OF COULTER BOULEVARD,
ACROSS FROM 8190 GALPIN BOULEVARD. TOP NUT ELEVATION = 973.74 (NGVD29).
TW=974.40
BW=974.00
207
8170 GALPIN BLVD
PID 250151400
OWNER: MARCIA M
WANNINGER
8190 GALPIN BLVD
PID 250151300
OWNER: NATHAN G TREANOR
8210 GALPIN BLVD
PID 250150600
OWNER: DAVID J HANSEN
PID 250850465AUTUMN RIDGE ASSOCIATION8190 GALPIN BLVD
PID 250850500
OWNER: NATHAN G TREANORPID 258520390OWNER: CHANHASSEN CITYCOULTER BLVDGA
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14" SPRUCE
13" SPRUCE
25" ASH
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26" ASH
25" ASH
15" LOCUST
12" PINE
12" PINE
10" PINE
21" MAPLE
21" COTTONWOOD
13" SPRUCE
15" SPRUCE
11" SPRUCE15" SPRUCE
9.5 " MAPLE
26 " MAPLE
PINE BUSH
BUSH
BUSH
BUSH
BUSH
BUSH
14" SPRUCE
22" SPRUCE
26" SPRUCE
PINE BUSH
BUSH
BENCHMARK
TNH
973.74
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X
CALL BEFORE YOU DIG !
MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY
THE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORE
THAN FOURTEEN (14) CALENDAR
DAYS PRIOR TO EXCAVATION
GOPHER STATE
ONE CALL
www.gopherstateonecall.org
1-800-252-1166
Minnesota
REMOVALS PLAN
2
DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED
DAR AKC
USER: apawelk XREF(s): CERT-ENG - AMP.dwg 24-012_X-GEN-TBLK.dwg 24-012_X-SURV.dwg 24-012_X-CIV-RMVL.dwg 24-012_X-EROS.dwgSCALE: 0 DATE/TIME: Aug 16, 2024 - 6:33pmFILE: P:\2024\24-012 - Galpin Blvd Retaining Wall\CAD\DWG\PLANSHEETS\CIVIL\24-012_CIV-RMVL.dwg LAYOUT: 001I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I
am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
ADAM PAWELK
LIC. NO.DATE:49990 08-16-24
GALPIN BLVD. RETAINING WALL REPAIRS
CHANHASSEN, MN
HANSEN THORP PELLINEN OLSON,Inc.
7510 Market Place Drive Eden Prairie, MN 55344
952-829-0700 952-829-7806 fax
Engineering Surveying
Landscape Architecture
PROJECT NO.24-012
OWNER NAME CITY OF CHANHASSEN
SHEET
OF
10
HORIZONTAL
08-16-24 AMP QUOTE SET1
REMOVE BITUMINOUS
DRIVEWAY TO FACILITATE
CONSTRUCTION OF NEW
RETAINING WALL, SAWCUT
PAVEMENT FOR A CLEAN EDGE
CLEAR AND GRUB
TREES (x15) AND
SHRUBS, REMOVE
LANDSCAPING
MATERIALS (TYP.)
FULL REMOVAL OF MODULAR BLOCK
RETAINING WALL, TAKE EXTRA
CARE TO PROTECT BITUMINOUS
TRAIL AND DRIVEWAYS DURING
REMOVALS (TYP.)
UTILITY POLES, BOXES, AND LINES TO BE
RELOCATED AND/OR MODIFIED
(BY UTILITY COMPANIES) AS REQUIRED
TO ACCOMMODATE NEW GRADING (TYP.)
FULL REMOVAL OF MODULAR
BLOCK RETAINING WALL SHALL
EXTEND ALONG DRIVEWAYS,
COORDINATE WORK WITH
PROPERTY OWNERS (TYP.)
MAILBOXES
TO REMAIN
UNDERLYING PROPERTY LINE
RIGHT-OF-WAY LINE
INSTALL PERIMETER SEDIMENT CONTROL
(SILT FENCE OR OTHER APPROVED MEASURES),
FIELD VERIFY LOCATIONS OF PERIMETER CONTROL
PRIOR TO INSTALLATION, ADJUST AS NEEDED TO
ACCOMMODATE CONSTRUCTION (TYP.)
TREE PROTECTION FENCE
PROTECT STREET LIGHT
IN-PLACE
SCALE IN FEET
0 20 40 60
REMOVE
LANDSCAPING
MATERIALS
PROTECT UTILITY LINES DURING
CONSTRUCTION NOT DESIGNATED FOR
ABANDONMENT, COORDINATE WITH
UTILITY COMPANIES (TYP.)
COMMUNICATION LINE TO BE ABANDONED
IN-PLACE BY UTILITY COMPANY.
FOLLOWING REMOVAL OF WALL, UTILITY
COMPANY WILL INSTALL TEMPORARY
SERVICE LINES ON GROUND
UTILITY COMPANY TO ADJUST
PEDESTALS, COORDINATE
CONSTRUCTION WORK WITH
UTILITY COMPANY
INSTALL INLET PROTECTION
AT NEAREST DOWNSTREAM
CATCH BASIN
PROTECT WELL IN-PLACE
PROTECT ROADWAY AND GURB
AND GUTTER DURING
CONSTRUCTION, (TYP.)
PROTECT WELL IN-PLACE
208
8170 GALPIN BLVD
PID 250151400
OWNER: MARCIA M
WANNINGER
8190 GALPIN BLVD
PID 250151300
OWNER: NATHAN G TREANOR
8210 GALPIN BLVD
PID 250150600
OWNER: DAVID J HANSEN
PID 250850465AUTUMN RIDGE ASSOCIATION8190 GALPIN BLVD
PID 250850500
OWNER: NATHAN G TREANORPID 258520390OWNER: CHANHASSEN CITYCOULTER BLVDGA
L
P
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B
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V
D
14" SPRUCE
13" SPRUCE
15" LOCUST
21" MAPLE
9.5 " MAPLE
26 " MAPLE
BENCHMARK
TNH
973.74
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SBITUMINOUSDRIVEWAYBITU
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TW=974.40
BW=970.40
TW=974.40
BW=974.00
TW=974.40
BW=974.00974
970
972
973
971975973971969
967
973975
973
971
970
971
975
TW=974.40
BW=971.00
973
4'CALL BEFORE YOU DIG !
MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY
THE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORE
THAN FOURTEEN (14) CALENDAR
DAYS PRIOR TO EXCAVATION
GOPHER STATE
ONE CALL
www.gopherstateonecall.org
1-800-252-1166
Minnesota
CONSTRUCTION PLAN
3
DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED
DAR AKC
USER: apawelk XREF(s): CERT-ENG - AMP.dwg 24-012_X-GEN-TBLK.dwg 24-012_X-SURV.dwg 24-012_X-GRAD.dwgSCALE: 0 DATE/TIME: Aug 16, 2024 - 6:33pmFILE: P:\2024\24-012 - Galpin Blvd Retaining Wall\CAD\DWG\PLANSHEETS\CIVIL\24-012_CIV-CONST.dwg LAYOUT: 001I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I
am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
ADAM PAWELK
LIC. NO.DATE:49990 08-16-24
GALPIN BLVD. RETAINING WALL REPAIRS
CHANHASSEN, MN
HANSEN THORP PELLINEN OLSON,Inc.
7510 Market Place Drive Eden Prairie, MN 55344
952-829-0700 952-829-7806 fax
Engineering Surveying
Landscape Architecture
PROJECT NO.24-012
OWNER NAME CITY OF CHANHASSEN
SHEET
OF
10
HORIZONTAL
08-16-24 AMP QUOTE SET1
RE-GRADE AREA AS INDICATED,
MAX. 1V:4H (TYP.)
MATCH RE-GRADED GREENSPACE ELEVATIONS TO
EDGE OF EXISTING DRIVEWAY ELEVATIONS,
PROTECT DRIVEWAY IN-PLACE,
REPAIR ANY DAMAGES TO DRIVEWAY AS
DIRECTED BY CITY (TYP.)
MATCH RE-GRADED GREENSPACE ELEVATIONS
TO EDGE OF EXISTING TRAIL ELEVATIONS.
PROTECT TRAIL IN-PLACE, REPAIR ANY DAMAGES
TO TRAIL AS DIRECTED BY CITY (TYP.)
NEW 4' MAX. HIGH
MODULAR BLOCK
RETAINING WALL
4' BITUMINOUS
TRAIL WIDENING,
MATCH EXISTING TRAIL EDGE
ELEVATION AND CONSTRUCT
TRAIL WITH 1 TO 2% CROSS
SLOPE PER DETAIL
UNDERLYING PROPERTY LINE
RIGHT-OF-WAY LINE
SCALE IN FEET
0 20 40 60
UTILITY COMPANY TO BORE NEW
COMMUNICATION LINES FOLLOWING WALL
CONSTRUCTION AND GRADING WORK
GRADE TO DRAIN
209
8170 GALPIN BLVD
PID 250151400
OWNER: MARCIA M
WANNINGER
8190 GALPIN BLVD
PID 250151300
OWNER: NATHAN G TREANOR
8210 GALPIN BLVD
PID 250150600
OWNER: DAVID J HANSEN
PID 250850465AUTUMN RIDGE ASSOCIATION8190 GALPIN BLVD
PID 250850500
OWNER: NATHAN G TREANORPID 258520390OWNER: CHANHASSEN CITYCOULTER BLVDGA
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CALL BEFORE YOU DIG !
MINNESOTA LAW REQUIRES EXCAVATORS TO NOTIFY
THE REGIONAL NOTIFICATION CENTER AT LEAST TWO
(2) BUSINESS DAYS BUT NOT MORE
THAN FOURTEEN (14) CALENDAR
DAYS PRIOR TO EXCAVATION
GOPHER STATE
ONE CALL
www.gopherstateonecall.org
1-800-252-1166
Minnesota
LANDSCAPE PLAN
4
DATE ISSUES / REVISIONSNO.DESIGNDRAWN CHECKED
DAR AKC
USER: apawelk XREF(s): CERT-ENG - AMP.dwg 24-012_X-GEN-TBLK.dwg 24-012_X-SURV.dwg 24-012_X-GRAD.dwg 24-012_X-LAN-SITE.dwgSCALE: 0 DATE/TIME: Aug 16, 2024 - 6:33pmFILE: P:\2024\24-012 - Galpin Blvd Retaining Wall\CAD\DWG\PLANSHEETS\CIVIL\24-012_LA-SITE.dwg LAYOUT: 001LIC. NO.DATE:
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I
am a duly Licensed Landscape Architect under the laws of
the State of Minnesota.
DANIEL SJORDAL
22321 08-16-24
GALPIN BLVD. RETAINING WALL REPAIRS
CHANHASSEN, MN
HANSEN THORP PELLINEN OLSON,Inc.
7510 Market Place Drive Eden Prairie, MN 55344
952-829-0700 952-829-7806 fax
Engineering Surveying
Landscape Architecture
PROJECT NO.24-012
OWNER NAME CITY OF CHANHASSEN
SHEET
OF
10
HORIZONTAL
08-16-24 QUOTE SET1DJS
PLANT SCHEDULE
KEY QTY COMMON/BOTANICAL NAME SIZE TYPE COMMENT
SGM 4 Sienna Glen Maple / Acer x freemani 'Sienna'2" DIA BB Straight Single Leader, Full Form
BHS 5 Black Hills Spruce / Picea Glauca densata 6' HT BB Straight Single Leader, Full Form
TA 11 Techney Arborvitae / Thuja occidentalis 'Techney'5' HT BB Straight Single Leader, Full Form
BL 5 Boomerang Lilac / Syringa x 'SMSJBP7'24" HT #2 CONT Space as Shown
NOTES
1.PLANTS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE 'AMERICAN
STANDARD FOR NURSERY STOCK' PUBLISHED BY THE AMERICAN NURSERY AND
LANDSCAPE ASSOCIATION AND CONFORM TO ITS QUALITY AND SIZE REQUIREMENTS.
2.PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY OWNER OR
OWNER'S REPRESENTATIVE FOR CONFORMITY TO REQUIREMENTS AS TO QUALITY, SIZE
AND VARIETY. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION MAY BE REJECTED.
3.ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL
PRACTICE AND BE FREE OF PLANT DISEASE, INSECTS, EGGS, LARVAE AND SHALL HAVE
HEALTHY ROOT SYSTEMS. PLANTS SHALL BE OBTAINED FROM SITES WHICH ARE SIMILAR
IN SOIL AND CLIMATIC CONDITIONS AS THOSE OF THE PROJECT SITE.
4.ALL DISTURBED AREAS TO BE RESTORED WITH 6" MIN. DEPTH TOPSOIL, MNDOT 25-131
LOW MAINTENANCE TURF SEED MIX, FERTILIZER (PER CITY SPECS), AND EROSION
CONTROL BLANKET, TYPE 30 (MNDOT 3885).
5.WHERE TURF OR PLANTING AREAS ABUT PAVED SURFACES, FINISHED GRADE OF
SEED/PLANTING AREA SHALL BE HELD 1/2” BELOW SURFACE ELEVATION OF TRAIL, SLAB,
CURB, ETC.
6.ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION PER CITY
SPECIFICATIONS AND PLANTING DETAILS MIXED IN WITH THE PLANTING SOIL PER THE
MANUFACTURER'S INSTRUCTIONS.
7.PLANTING BED MULCH AND INDIVIDUAL TREE RINGS TO BE SHREDDED HARDWOOD MULCH
AT 3" DEPTH. INSTALL FIBER MAT WEED BARRIER AT BASE OF MULCH. EDGER INDICATED
ON PLAN TO BE 5" VALLEY VIEW POLY LANDSCAPE EDGING OR APPROVED EQUAL.
8.ALL TREE AND SHRUB PLANTING AREAS SHALL RECEIVE PLANTING SOIL PER THE PLANTING
DETAILS. PLANTING SOIL SHALL BE LOOSENED SOIL WITH SOIL AMENDMENTS PER CITY
SPECIFICATIONS.
POLY EDGING,
SEE NOTE 7
RESTORE DISTURBED
GREENSPACE AREAS,
SEE NOTE 4 (TYP.)
SCALE IN FEET
0 20 40 60
RETAINING WALL
SHREDDED
HARDWOOD MULCH
PLANTING BED,
SEE DETAILS
POLY EDGING,
SEE NOTE 7
4' BITUMINOUS
TRAIL WIDENING,
SEE SHEET 3
210
5
SHEET
OF
CONSTRUCTION DETAILSDATEISSUES / REVISIONSNO.DESIGNDRAWN CHECKED
DAR AKC
USER: apawelk XREF(s): CERT-ENG - AMP.dwg 24-012_X-GEN-TBLK.dwgSCALE: 0 DATE/TIME: Aug 16, 2024 - 6:33pmFILE: P:\2024\24-012 - Galpin Blvd Retaining Wall\CAD\DWG\PLANSHEETS\CIVIL\24-012_DETAILS.dwg LAYOUT: 01I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I
am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
ADAM PAWELK
LIC. NO.DATE:49990 08-16-24
GALPIN BLVD. RETAINING WALL REPAIRS
CHANHASSEN, MN
HANSEN THORP PELLINEN OLSON,Inc.
7510 Market Place Drive Eden Prairie, MN 55344
952-829-0700 952-829-7806 fax
Engineering Surveying
Landscape Architecture
PROJECT NO.24-012
OWNER NAME CITY OF CHANHASSEN
SHEET
OF
10
08-16-24 AMP QUOTE SET1
MODULAR BLOCK RETAINING WALL
2% MIN.4.0'MAX.HEIGHTVARIES
(SEE PLAN)
NOTE:
1.BLOCK TYPE SHALL BE CONCRETE
(DRY CAST) PER CITY SPECIFICATIONS
AND SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
2.BLOCK STYLE AND COLOR TO BE
COORDINATED WITH CITY AND
PROPERTY OWNER.
3.WALLS EXCEEDING 4' IN HEIGHT SHALL
BE DESIGNED BY A QUALIFIED LICENSED
ENGINEER. BUILDING PERMIT MAY BE
REQUIRED.UNEXCAVATEDMIN. 18"
BURY DEPTH
6"12"
MIN.
NATURAL
GRADERESTORE
DISTURBED
GREENSPACE AREA
(SEE SHEET 4)
GRADE TO DRAIN
COMPACTED Mn/DOT
3149.2B1 GRANULAR
BACKFILL OR APPROVED
ON-SITE MATERIAL
Mn/DOT 3149.2H COARSE
FILER AGGREGATE
4" PERFORATED PVC DRAINTILE
(Mn/DOT 2502), DAYLIGHT
THROUGH WALL, INSTALL
RODENT PROTECTION SCREEN
OVER END OF PIPE
COMPACTED Mn/DOT 3138
CL 5 AGGREGATE BASE
OR POURED CONCRETE PAD
GRADE B, TYPE 3 (Mn/DOT 2461)
APPROVED, COMPACTED
SUBGRADE
CAP UNIT
MODULAR BLOCK
RETAINING WALL,
SEE NOTES 1 & 2
EXISTING TRAIL/DRIVEWAY,
(SEE PLAN)
1V:4H
M
A
X
.
GEOGRID
INSTALLED TO
MANUFACTURER'S
DESIGN
REQUIREMENTS
TOPSOIL,
12" DEEP
EXISTING SUBGRADE
211
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219
1
NON-BID CONTRACT
FOR PURCHASE OF GOODS AND SERVICES
AGREEMENT made this 23rd day of September 2024, by and between the CITY OF
CHANHASSEN, a Minnesota municipal corporation ("City") and KUSSKE CONSTRUCTION
COMPANY, LLC, a Minnesota limited liability company ("Contractor").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
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.Request for Quotes, dated September 12, 2024.
C.Contractor’s Quote dated September 13, 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. Contract Document “A” has the
first priority and Contract Document “C” has the last priority.
2.CONTRACTOR OBLIGATIONS. The Contractor shall provide the goods,
services and perform the work in accordance with the Contract Documents (“Work”). Contractor
shall provide all personnel, supervision, services, materials, tools, equipment and supplies and do all
things necessary and ancillary thereto specified in the Contract Documents.
3.CONTRACTOR’S REPRESENTATIONS.
A.Contractor has examined and carefully studied the Contract Documents and other
related data identified in the Contract Documents.
B. 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.
C. Contractor has given City written notice of all conflicts, errors, ambiguities, or
discrepancies that Contractor has discovered in the Contract Documents, and the written resolution
thereof by City is acceptable to Contractor.
D. The Contract Documents are generally sufficient to indicate and convey
understanding of all terms and conditions for performance and furnishing of the Work.
4. COMPENSATION. Contractor shall be paid by the City for the goods and services
described in Paragraph 2 in accordance with the Quote, but not to exceed amount of One Hundred
FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor
language).DOCX
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language).DOCX
2
Seventeen Thousand and 00/100 dollars ($117,000.00) which is inclusive of reimbursable expenses.
The fee shall not be adjusted even if the estimated number of hours to perform a task, or any other
estimate, assumption or matter is wrong or exceeded. Payment shall be made periodically after a
service has been completed and within thirty-five (35) days of receipt of an invoice.
5. COMPLETION DATE. The Contractor shall complete the Work on or before
December 13th, 2024.
6. WARRANTY. The Contractor shall be held responsible for any and all defects in
workmanship and materials and upon notification by the City shall immediately replace or repair the
defective workmanship and materials without cost to the City. The Contractor warrants that only new
unused materials will be used. The Contractor further warrants to the City that all materials and
services furnished under the Contract will be in conformance with Contract Documents and that the
goods are of merchantable quality and are fit for the use for which they are sold. These warranties are
in addition to any manufacturer's standard warranty, and any warranty provided by law.
7. RIGHTS AND REMEDIES.
A. The duties and obligations imposed by the Contract Documents, and the rights and
remedies available thereunder shall be in addition to, and not a limitation of, any duties, obligations,
rights and remedies otherwise imposed or available by law.
B. No action, or failure to act, by the City or the Contractor shall constitute a waiver of
any right or duty afforded any of them under the Contract, nor shall any such action or failure to act
constitute an approval of, or acquiescence in, any breach there under, except as may be specifically
agreed in writing.
8. CHANGES TO WORK. Without invalidating the Contract, the City may, at any
time, or from time to time, order additions, deletions or revisions in the work provided under this
Agreement; these will be authorized by an amendment to the Contract. Upon approval of an
amendment, Contractor shall proceed with the work provided under the amendment. Changes in
the Contract Price shall be based upon the prices identified in the Quote provided or negotiated
between the parties based on similar work provided in the Proposal.
9. UNAUTHORIZED WORK. Additional work performed without authorization
of an amendment of this Contract will not entitle Contractor to an increase in the Compensation
or an extension of the Contract.
10. DOCUMENTS. The City shall be the owner of all documents, reports, studies,
analysis and the like prepared by the Contractor in conjunction with this contract.
11. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of goods and services to be provided. 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
221
FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor
language).DOCX
3
statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat.
§16C.285, Subdivision 3, the Responsible Contractor statute.
12. STANDARD OF CARE. Contractor shall exercise the same degrees of care, skill,
and diligence in the performance of the services as is ordinarily possessed and exercised by a
professional Contractor under similar circumstances. No other warranty, expressed or implied, is
included in this Agreement. City shall not be responsible for discovering deficiencies in the
accuracy of Contractor’s services.
13. INDEMNIFICATION. To the fullest extent permitted by law, Contractor agrees to
defend, indemnify and hold harmless the City, and its employees, officials, and agents from and
against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising
out of Contractor’s negligence or its performance or failure to perform its obligations under this
Contract. Contractor’s indemnification obligation shall apply to subcontractor(s), or anyone directly
or indirectly employed or hired by Contractor, or anyone for whose acts Contractor may be liable.
Contractor agrees this indemnity obligation shall survive the completion or termination of this
Contract.
14. INSURANCE. Prior to the start of the project, Contractor shall furnish to the City
a certificate of insurance showing proof of the required insurance required under this
Paragraph. Contractor shall take out and maintain or cause to be taken out and maintained until
six (6) months after the City has accepted the public improvements, such insurance as shall protect
Contractor and the City for work covered by the Contract including workers’ compensation claims
and property damage, bodily and personal injury which may arise from operations under this
Contract, whether such operations are by Contractor or anyone directly or indirectly employed by
either of them. The minimum amounts of insurance shall be as follows:
Commercial General Liability (or in combination with an umbrella policy)
$2,000,000 Each Occurrence
$2,000,000 Products/Completed Operations Aggregate
$2,000,000 Annual Aggregate
The following coverages shall be included:
Premises and Operations Bodily Injury and Property Damage
Personal and Advertising Injury
Blanket Contractual Liability
Products and Completed Operations Liability
Automobile Liability
$2,000,000 Combined Single Limit – Bodily Injury & Property Damage
Including Owned, Hired & Non-Owned Automobiles
Workers Compensation
Workers’ Compensation insurance in accordance with the statutory requirements
of the State of Minnesota, including Employer’s Liability with minimum limits are
as follows:
222
FORM OF AGREEMENT - NON-BID CONTRACT FOR GOODS AND SERVICES (with Responsible Contractor
language).DOCX
4
$500,000 – Bodily Injury by Disease per employee
$500,000 – Bodily Injury by Disease aggregate
$500,000 – Bodily Injury by Accident
The Contractor’s insurance must be “Primary and Non-Contributory”.
All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained
with responsible insurance companies organized under the laws of one of the states of the United
States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees
and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed
with the City. A copy of the endorsement must be submitted with the certificate of insurance.
Contractor’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, or ten (10) days’ notice for non-payment of premium.
An Umbrella or Excess Liability insurance policy may be used to supplement Contractor’s policy
limits on a follow-form basis to satisfy the full policy limits required by this Contract.
15. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an
independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is
not an employee of the City and is free to contract with other entities as provided herein. Contractor
shall be responsible for selecting the means and methods of performing the work. Contractor shall
furnish any and all supplies, equipment, and incidentals necessary for Contractor's performance under
this Agreement. City and Contractor agree that Contractor shall not at any time or in any manner
represent that Contractor or any of Contractor's agents or employees are in any manner agents or
employees of the City. Contractor shall be exclusively responsible under this Agreement for
Contractor'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.
16. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Contractor shall
comply with Minnesota Statute § 471.425. Contractor must pay Subcontractor for all undisputed
services provided by Subcontractor within ten days of Contractor’s receipt of payment from City.
Contractor must pay interest of 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 $100 or more is $10.
17. ASSIGNMENT. Neither party shall assign this Agreement, nor any interest arising
herein, without the written consent of the other party.
18. 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.
223
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19. 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.
20. CONTROLLING LAW. This Agreement shall be governed by and construed in
accordance with the laws of the State of Minnesota.
21. COPYRIGHT. Contractor 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.
22. RECORDS/AUDIT. The Contractor shall maintain complete and accurate records
of time and expense involved in the performance of services. Pursuant to Minnesota Statutes §
16C.05, Subd. 5, any books, records, documents, and accounting procedures and practices of City
and Contractor relevant to the Agreement are subject to examination by City and Contactor, and
either the Legislative Auditor or the State Auditor as appropriate. City and Contractor agree to
maintain these records for a period of six years from the date of performance of all services covered
under this Agreement.
23. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by the Contractor pursuant to this
Agreement. Contractor is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were
a government entity. In the event Contractor receives a request to release data, Contractor must
immediately notify City. City will give Contractor instructions concerning the release of the data to
the requesting party before the data is released. Contractor agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from
Contractor’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.
24. TERMINATION. This Agreement may be terminated by City on two (2) days’
written notice delivered to Contractor at the address on file with the City. Upon termination under
this provision if there is no fault of the Contractor, the Contractor shall be paid for goods and services
rendered and reimbursable expenses until the effective date of termination. If the City terminates the
Agreement because the Contractor has failed to perform in accordance with this Agreement, no
further payment shall be made to the Contractor, and the City may retain another Contractor to
undertake or complete the work identified in this Agreement.
224
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6
Dated:_____________________ CITY OF CHANHASSEN
By:
Elise Ryan, Mayor
And:
Laurie Hokkanen, City Manager
Dated:_____________________ KUSSKE CONSTRUCTION COMPANY, LLC
By:
Print Name:_________________________________
Its:________________________________________
225
226
City Council Item
September 23, 2024
Item Approve a Conditional Use Permit for a Contracting Yard at 1591 Park Road.
File No.Planning Case #24-09 Item No: D.10
Agenda Section CONSENT AGENDA
Prepared By Rachel Arsenault, Associate Planner
Reviewed By Eric Maass
SUGGESTED ACTION
"The Chanhassen City Council approves the requested conditional use permit for a contracting yard
subject to the conditions of approval and adoption of the Findings of Fact and Recommendation."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The property owner is requesting approval of a conditional use permit for the operation of a contracting
yard on the property located at 1591 Park Road.
BACKGROUND
Historically, this property was the public works building for the City of Chanhassen. The property is
currently being rented to two businesses, one of which is using a portion of the site as a contractor's
yard. A contractor's yard is a Conditional Use within the property's zoning district, and as a result, the
owner is pursuing a conditional use permit to bring the current tenant operations into conformance.
DISCUSSION
The Planning Commission held a public hearing on September 17th. The meeting minutes for the
September 17th Planning Commission meeting were not yet available as of the publishing of this
227
meeting packet and as a result a summary of the comments are provided below:
- No public comment received during the public hearing.
BUDGET
RECOMMENDATION
The Planning Commission recommends approval of the requested conditional use permit for a
contracting yard subject to the conditions of approval and adoption of the Findings of Fact and
Recommendation.
ATTACHMENTS
Land Use Application Narrative
Land Use Application
CUP Civil Design Plan Set
Staff Report - Planning
Staff Report - Water Resources
1591 Park Road Inspection Report
CUP 24-09 Findings of Fact
Conditional Use Permit 24-09
228
STATEMENT OF COMPLIANCE
Our request for a Contracting Yard Conditional Use Permit (CUP) is submitted to be in compliance of the 5 CUP
standards as noted in Section 20-289 of the city zoning code and the 12 general standards for a CUP.
Beniek Property Services, Inc (BPS), is an outdoor maintenance company. We are deeply rooted in the community.
Brian Beniek, the president, and owner was born and raised in Chanhassen. As the business he created has grown
over the decades he’s rented several properties throughout Chanhassen. Since 2003 we have been operating out of
rented space from B&C Land Company, LLC, located at 8229 Upland Cir., Chanhassen MN 55317-You may refer to
CUP #03-07, Contractor’s Yard.
For the last 12 years Beniek Property Services (BPS) has used the site as an extension of its current operation. BPS
intends to continue to use the outdoor storage space at 1591 Park Rd for overflow storage. We currently store off -
season equipment such as lawn trailers and pushers for payloaders – most of this equipment sits behind and west
side of the southeast building. We are using the hoop shed located on the south of the property to store salt for our
winter operations. On the southwest area of the property, we are storing landscape materials including mulch,
black dirt, rock/boulders, etc. in bunkers on site. We also use this space for the staging of brush piles and tree
stumps until the pile can be chipped and items can be hauled off site for disposal. Employee traffic in and out of
the space is minimal. On average there may be 2 to 3 vehicles throughout the day, picking up or dropping off
supplies or equipment.
BPS is designated just over an acre of land for the Contractor Yard CUP. The contractor yard is located in the
southwest portion of the property and extends east to encompass the hoop building and a portion of the southeast
building as our tenant space. (See attached Exhibits). A shared cross-access driving agreement will be created to
provide access to Park Road.
There are no proposed changes to the current site or buildings. The area of the proposed contractor yard has been
operating as a storage facility since 2006, going back to the city utilizing the site for its public works operations.
There is an existing stormwater pond in the southwest corner of the property outside of the designated contractor
yard area. Erosion control fencing has been installed to prevent soil from the contractor yard from entering the
pond and until a more permanent solution is developed with the property owner.
The site is naturally screened from public view due to its location and separation from other uses. The contractor
yard operates in the south portion of the site behind the main building , which screens the operation from Park
Road. To the south the yard abuts a railroad with the closest building approximately 325 feet from the site. The
building faces away from the yard with the closest public street being approximately 700 feet to the south. The
contractor yard lies approximately 150 feet from Audubon Road to the west. The yard is separated from public
views of vehicles using Audubon Road by existing trees and a topographical change that restricts direct views of
the yard. The east side of the contractor yard is approximately 120 feet from the east lot line. The east lot abuts the
side yard of an industrial site that has minimal views toward the yard and is screened by an opaque covered chain
link fence plus several trees along the southeast corner of the property.
This space has been very important to us in operating our business as well as the community. We serve many local
businesses as well as several local hospitals and clinics and multiple public and school transportation depots. We
look forward to continuing operations from this site to best support our customers and surrounding communities.
Beniek Property Services.
229
230
231
2331708.09.24_LBTGCONTRACTORS YARD EXHIBIT1591 PARK ROADCHANHASSEN, MINNESOTAPROJECT No.DATE:REVISED:DRAFTER:REVIEWER:engineering, inc.mooreNWES30Scale in Feet0FILE LOCATION: R:\Projects\23000\23300\23317\CIVIL\PRESENTATION\23317_ProposedConditions.dwg
LEGENDAREAS:KEYNOTES232
PROJECT No.
DATE:
REVISED:
DRAFTER:
REVIEWER:
23317
06.17.24
_
LFB
###
EXISTING CONDITIONS
1591 PARK ROAD
CHANHASSEN, MINNESOTA engineering, inc.
mooreFILE LOCATION: R:\Projects\23000\23300\23317\CIVIL\PRESENTATION\23317_ExistingConditions.dwgN
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2331708.09.24_LBTGDRAINAGE EXHIBIT1591 PARK ROADCHANHASSEN, MINNESOTAPROJECT No.DATE:REVISED:DRAFTER:REVIEWER:engineering, inc.mooreNWES30Scale in Feet0FILE LOCATION: R:\Projects\23000\23300\23317\CIVIL\PRESENTATION\23317_ProposedConditions.dwg
LEGENDKEYNOTES234
Applicaon: Condional Use Permit for Contractors Yard to be lo cated at 1591 Park Road
Planning Commission Review Date: September 17, 2024
City Council Review Date: September 23, 2024
60 Day Acon Deadline: October 7, 2024
Case #: 24-09
Project Address: 1591 Park Road
Draed By: Rachel Arsenault
Staff Report Date: September 11, 2024
Summary of Request: The property owner is requesng a condional use pe rmit for a
contracng yard to be permi,ed on the property loca ted at 1591 Park Road.
LOCATION: 1591 Park Road
PROPOSED MOTION:
“The Chanhassen Planning Commission recommends approval of the requested conditional
use permit for a contracting yard subject to the conditions of approval and adoption of the
Findings of Fact and Recommendation.”
235
OWNER: Tiger Investors LLC
ZONING DISTRICT: Industrial Office Park (IOP)
2040 LAND USE: Office Industrial
ACREAGE: 5.27 Acres
LEVEL OF CITY DISCRETION IN DECISION MAKING:
The city has limited discretion in approving or denying Conditional Use Permits, based on
whether or not the proposal meets the conditional use permit standards outlined in the Zoning
Ordinance. If the city finds that all the applicable conditional use permit standards are met, the
permit must be approved. This is a quasi-judicial decision.
Noce of this public hearing has been mailed to all property owners within a quarter mile.
APPLICABLE REGULATIONS:
Chapter 20, Article 20-IV Conditional Uses
Chapter 20 Article 20-XXII "IOP" Industrial Office Park
BACKGROUND
Historically this property was the public works building for the city of Chanhassen. The property
currently has a landscaping company as a tenant which uses the property in part as a
Contractors Yard. The Property Owner and landscaping company were made aware that a
Condional Use Permit (CUP) is required in order to operate a contractor’s yard at the property.
As a result, the property owner is pursuing a condional use permit to bring the property into
compliance.
EXISTING CONDITIONS:
The property currently has two tenants: automove r epair and a landscaping contractor
business. The property currently has two buildings constructed on it as well as a hoop house for
salt storage, and concrete storage bins for organizaon of various landscaping materials.
SITE PLAN:
The Applicant is proposing to repave the area proposed to be ulized as a contractor’s yard as
the pavement is currently in poor condion. In addi on, the paved area will be confined with
curbing to properly direct the stormwater. The southwest poron of the property is proposed to
be remediated back into pervious ground cover and landscaped which will reduce the amount
of stormwater generated and required to be treated by the site.
236
CONDITIONAL USE PERMIT CODE:
Sec 20-232 General Issuance Standards
The planning commission shall recommend a condiona l use permit and the council shall issue
such condional use permits only if it finds that such use at the proposed locaon:
a) Will not be detrimental to or endanger the public health, safety, comfort, convenience,
or general welfare of the neighborhood or the city.
b) Will be consistent with the objecves of the city's comprehensive plan and this chapter.
c) Will be designed, constructed, operated, and maintained so to be compable in
appearance with the exisng or intended character o f the general vicinity and will not
change the essenal character of that area.
d) Will not be hazardous or disturbing to exisng or p lanned neighboring uses.
e) Will be served adequately by essenal public facili es and services, including streets,
police and fire protecon, drainage structures, refuse disposal, water and sewer
systems, and schools; or will be served adequately by such facilies and services
provided by the persons or agencies responsible for the establishment of the proposed
use.
f) Will not create excessive requirements for public facilies and services and will not be
detrimental to the economic welfare of the community.
g) Will not involve uses, acvies, processes, materia ls, equipment, and condions of
operaon that will be detrimental to any persons, p roperty, or the general welfare due
to excessive producon of traffic, noise, smoke, fumes, glare, odors, rodents, or trash.
h) Will have vehicular approaches to the property which do not create traffic congeson or
interfere with traffic or surrounding public thoroughfares.
i) Will not result in the destrucon, loss or damage o f solar access, natural, scenic or
historic features of major significance.
j) Will be aesthecally compable with the area.
k) Will not depreciate surrounding property values.
l) Will meet standards prescribed for certain uses as provided in this arcle.
(Ord. No. 80, Art. III, § 2(3-2-3), 12-15-86; Ord. No. 377, § 23, 5-24-04)
The proposed contracng yard complies with the stan dards required for contracng yards in
City Code.
Sec 20-289 Contracng Yard
1. Equipment and supply storage must be screened or enclosed. Screening shall comply
with buffer yard D and F4 fencing as specified in this chapter.
2. Vehicles/equipment shall be stored within an enclosed or screened area.
3. No unlicensed or inoperable vehicle/equipment shall be stored on-premises.
237
4. All chemicals shall be stored in proper storage facilies, specified by OSHA regulaons.
5. The contractor shall be licensed, bonded and insured.
(Ord. No. 377, § 27, 5-24-04)
LANDSCAPING
This property requires year-round screening, accomplished through a fence or coniferous trees.
The southern property line is sufficiently screened from view with thick tree planngs, the east
property line is screened using fencing, and the north is screened by the building and addional
landscaping. The west property line contains a hole in the screening beginning 130 feet south of
the NW property corner, spanning 75 feet long towards the SW property corner. This area is
composed of trees with canopies that begin roughly 6 feet in the air, leaving a gap of visibility to
the property. This screening should be improved by adding two spruce trees inside the property
along the driveway to the contractor’s yard.
STAFF RECOMMENDATION:
Staff finds the proposal conforms to the general issuance standards. Staff recommends approval
of the requested condional use permit for a contra cng yard subject to the condions of
approval and adopon of the Findings of Fact and Re commendaon.
CONDITIONS:
a) Equipment and supply storage must be screened or enclosed at all mes by
fencing or vegetave screening. Screening shall com ply with city code.
b) Vehicles/equipment shall be stored within an enclosed or screened area.
c) No unlicensed or inoperable vehicle/equipment shall be stored on-premises.
d) All chemicals shall be stored in proper storage facilies, specified by OSHA
regulaons.
e) The contractor shall be licensed, bonded and insured.
f) All pavement surfaces must be repaired and maintain a quality level of
condion, free from potholes and crumbling.
g) The scope of the Contractors Yard may be increased if the amount of paved
and screened area is increased, up to the allowed amount according to the
zoning district, Industrial Office Park (IOP). Increase in impervious surface
may require modificaons and alteraon to the stormw ater migaons on
site.
h) Two spruce trees, a minimum of 4 feet tall at plan ng measured from
finished grade, shall be planted along the driveway within the property, along
the NW corner of the space defined as contractor yard on the site plan
Exhibit C.
238
Memorandum
To: Rachel Arsenault, Associate Planner
From: Joe Seidl, Water Resources Engineer
CC: Charles Howley, Public Works Director/City Engineer
George Bender, Assistant City Engineer
Charlie Burke, Public Works Operations Manager
Date: 09/06/2024
Re: 1591 Park Road Conditional Use Permit
Project Overview
The property owner seeks a conditional use permit to establish a contracting yard at 1591 Park
Road. Contractor yards typically store construction and landscaping materials and equipment.
These materials may include dirt, sand, construction debris, salt, fuel, and raw building materials
such as lumber and concrete blocks. Equipment might include trucks and construction vehicles
like skid steers, excavators, and bulldozers. Due to the nature of these materials and equipment,
contractor yards have a higher risk of pollutant transport, especially because materials like dirt
and salt can be easily eroded by wind and water. Historically, this property served as a public
works building for the City of Chanhassen and had a similar use.
The applicant has provided supporting documents for the conditional use permit request, which
were reviewed by the Water Resources Department. These documents include:
· Overall Site Plan (Moore Engineering Inc., dated 5/31/24)
· Contractor Yard Site Plan (Moore Engineering Inc., dated 5/31/24)
· Stormwater Memo (Moore Engineering Inc., dated 8/9/24)
· Contractor’s Yard Exhibit (Moore Engineering Inc., dated 8/9/24)
· Drainage Plan Exhibit (Moore Engineering Inc., dated 8/9/24)
239
Documented Water Resources Issues
In May 2023, City staff visited the site in response to complaints about its condition. The site
exhibited numerous erosion and sediment control issues, including missing best management
practices (BMPs) like perimeter controls, insufficient buffer areas, large areas of disturbed soil,
and uncovered stockpiles. These issues led to sediment and pollutants entering the onsite
wetland/stormwater pond and potentially impacting downstream City infrastructure and local
water resources. The site also showed failing stormwater infrastructure, exacerbating sediment
and erosion problems. The Erosion and Sediment Control Inspection Report of May 5, 2023,
details the site’s past condition and is included as a reference to this memo.
Spring 2023 – Photo of Stockpile and Depressional Area
240
Spring 2023 – Photo of Contractor’s Yard
Since 2023, the owner has addressed some of the onsite issues by removing stockpiles and
installing silt fence and other Erosion and Sediment Control BMPs. However, disturbed soils and
failing stormwater infrastructure remain onsite.
Wetlands
A small depression in the southwest corner of the property appears to have wetland
characteristics, with wetland vegetation observed during staff inspections conducted in 2023.
This area is classified as a wetland on the City’s GIS inventory. Aerial photographs from 1969
and subsequent observations indicate the presence of standing water in this depression since the
late 1980s/early 1990s.
241
A review of older site plans from the 1980’s indicates the presence of a depression/channel that
was modified with the development of the site. It is possible that the intent of the modifications
was to create a stormwater management feature, however more detailed review is required to
make an official Wetland Conservation Act decision.
It is recommended that the applicant conduct a wetland delineation to confirm whether this
depression is a jurisdictional wetland. If classified as such, the site should comply with Article
20-6 Wetland Protection of the City Code, which includes establishing buffer areas and
potentially wetland restoration. If the area is classified as a stormwater management feature, then
the applicant could use this area to manage the runoff generated by the site.
Drainage
The site primarily drains to the southwest into the onsite wetland/stormwater pond. From there,
stormwater flows southwest through a railroad ditch system into a City maintained wet pond
before discharging into Bluff Creek. The northern part of the site drains into the City storm
sewer along Park Road, with stormwater eventually reaching Riley Creek. There is limited onsite
stormwater infrastructure including pipes and catch basins which appear to be private as they act
to drain private property, are not contained in easements, and do not benefit the public.
The proposed plans will not significant alter the existing drainage patterns. Some existing
impervious surfaces will be removed and revegetated, and new stormwater infrastructure,
including bituminous curbs and stabilized curb cuts, are proposed to help manage runoff. The
Contractor Site Plan includes temporary BMPs like hay bales and silt fences for interim site
management. A new bituminous drive lane was added in 2023 without permits. No new
permanent BMPs for stormwater management are currently proposed.
Erosion Control
The exact area of disturbance is unclear but appears to exceed 5,000 square feet. If the
disturbance is over one acre, the project will require a General Permit Authorization to Discharge
Stormwater Associated with Construction Activity (NPDES Construction Permit).
The project must comply with Section 19-145 of the City Code regarding Erosion and Sediment
Control. Given the disturbance size and sediment transport concerns, the applicant should submit
an Erosion and Sediment Control Plan adhering to City regulations. All erosion control measures
must be installed and inspected by City staff before site grading/construction begins. If
disturbance exceeds one acre, a Stormwater Pollution Prevention Plan (SWPPP) should be
included in the next submittal.
242
The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD). The district
requires an erosion and sediment control permit if the site grades 50 cubic yards or more of earth
or disturbs 5,000 square feet or more of area. The applicant should confirm whether these
thresholds are met and secure all necessary permits, including after-the-fact permits.
Stormwater Management
The City's Code Section 20-232 outlines General Issuance Standards for Conditional Use
Permits. Relevant standards include:
Sec 20-232 General Issuance Standards
The planning commission shall recommend a conditional use permit and the council shall issue
such conditional use permits only if it finds that such use at the proposed location:
a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or
general welfare of the neighborhood or the city.
b. Will be consistent with the objectives of the city's comprehensive plan and this chapter.
e. Will be served adequately by essential public facilities and services, including streets,
police and fire protection, drainage structures, refuse disposal, water and sewer systems
and schools; or will be served adequately by such facilities and services provided by the
persons or agencies responsible for the establishment of the proposed use.
City Code requires that site be in compliance with the objectives of Chanhassen’s
Comprehensive Plan. The Local Stormwater Management Plan (LSWMP) is part of the
city’s Compressive Plan. The first three goals of the LSWMP are:
Goal 1. Promote abstraction through infiltration, reuse and other methods where
practicable to do so to provide flood protection, ground water recharge and improved
water quality.
Goal 2. Achieve water quality standards in lakes, streams, and wetlands consistent with
their designated uses and established classifications.
Goal 3. Protect and rehabilitate wetlands to maintain or improve their function and value.
When not properly managed, a contractor’s yard increases pollution risks to downstream water
resources and can increase maintenance needs on downstream stormwater infrastructure. This
would not align with the goals of the LSWMP and as a result a contractor’s yard requires proper
stormwater management facilities in order to meet the goals of the City’s LSWMP. The onsite
wetland/stormwater pond is in disrepair and there have been documented erosion and sediment
control issues that have very likely impacted local water quality. To comply with City Code and
243
the LSWMP, it is recommended that the applicant develop a comprehensive stormwater
management plan, including:
· Paved surfaces for maintenance
· Develop and implement an Erosion and Sediment Control Plan
· Permanent private stormwater management facilities meeting water quality standards
· Assessment and repair of existing stormwater infrastructure
· Covered storage facilities
· Schedule of regular maintenance activities as needed to manage the contractor’s yard
(practices to contain sediment, fuel, and other runoff associated with contracting yards)
· Execution of an Operations and Maintenance Agreement to ensure the functionality of
the private stormwater infrastructure onsite.
The project is also subject to RPBCWD rules and regulations. The applicant should confirm any
applicable rules and obtain necessary permits as part of the Conditional Use Permit.
WATER RESOURCES CONDITIONS:
1. It is the developer’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of
Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction
activities.
2. The applicant shall complete a wetland delineation onsite to confirm if the depressional
area is a jurisdictional wetland. If any area onsite is determined to be a jurisdictional
wetland then the applicant shall revise plans to meet all applicable city code regulations.
The Wetland delineation shall be completed within 3 months after the approval of the
Conditional Use Permit.
3. The applicant and their Engineer shall work with City staff in amending the construction
plans, dated May 31, 2024, and August 9, 2024 prepared by Moore Engineering Inc. to
fully satisfy construction plan comments and concerns within 6 months after the approval
of the Conditional Use Permit.
4. The applicant shall provide updated plans and models to demonstrate that the contractor’s
yard site is meeting water quality standards. A permanent BMP to manage the runoff
generated by the contractor’s yard is anticipated. These models shall be submitted as part
of all future submittals.
5. The applicant shall create a storm water management plan approved by staff to describe
how the site is meeting city requirements including water quality and erosion control.
The stormwater management plan including site improvements shall be executed within
12 months after the approval of the Conditional Use Permit.
244
6. The developer shall enter into encroachment agreements for all existing and proposed
improvements located in public easements. The encroachment agreements shall be
recorded within 12 months after the approval of the Conditional Use Permit.
245
Construction ESC Inspection
Form
Date & Time of
Inspection:
05/05/2023
Weather Conditions:Partly Cloudy
Reason for Inspection:Compliant Check
24 Hour Precipitation:in.
Project Name:1591 Park Rd Project Number R-0000000-00089
NPDES Permit #:Owner/Permittee:Roadrunner Truck Repair Inc
MN State Duty
Officer:
651.649.5451 or 800.422.0798 Contractor/Permittee:.
Site Contact 1:Site Contact 2:
In attendance:RP
General Site Activities:
No current activity on site. Some trucking going in and out.
Inspection Findings:
1.Exit BMPs/Adjacent
Roadway
Noncompliant 2.Construction Phasing N/A
3.Buffer Zones Noncompliant 4.Concrete Washout N/A
5.Dewatering/Bypass
Pumping
N/A 6.Polymer/Flocculent
Application
N/A
7.Ditch Checks N/A 8.Grading/Earthwork Noncompliant
9.Dust Control/ Wind Erosion N/A 10
.
Inlet Protection Noncompliant
11
.
ESC BMP Maintenance N/A 12
.
Outlet Control Structure
(24 hrs.)
N/A
13
.
Inclement Weather Ready Noncompliant 14
.
Perimeter Sediment
Controls
Noncompliant
15
.
Redundant Perimeter
Controls
Noncompliant 16
.
Turbidity Curtain/Fence N/A
17
.
Soil Stockpile Protection Noncompliant 18
.
Offsite Discharges Noncompliant
19
.
Directional Drilling N/A 20
.
Stabilization Measures/24
Hour
Noncompliant
21
.
Secondary/Hazard
Containment
N/A 22
.
Stabilization Measures/7
Day
Noncompliant
23
.
Waste/Trash Containment Noncompliant 24
.
Stabilization Measures/14
Day
N/A
Items that need maintenance:
246
Status: Open
Correct By: 05/10/2023
Location: Rear yard
Details: Storm basin in SW corner not
being protected. Stockpiles must have
robust erosion control installed
between exposed soil and basin area.
All debris and equipment must be
removed from basin area. Immediate
action must be taken. Code 19-145
Status: Open
Correct By: 05/10/2023
Location: Outlet pipe from storm
basin
Details: Outlet pipe failure. Exiting
south end of pond. pipe sections
disconnected erosion around structure
is significant. Energy dissipation must
be installed and pipe structure
repaired to function properly. Code 19-
145 and engineering specs
Status: Open
Correct By: 05/10/2023
Location: Storm basin illicit discharge
Details: Illicit discharge into basin area.
Identify, report, and clean up illicit
discharge of orange/yellow material
leaching into pond. A plan must be
implemented to remove spill. This will be
reported to the MPCA as an illicit
discharge. City code 19-128
Status: Open
Correct By: 05/10/2023
Location: Stockpiles
Details: Large soil stockpiles must be
fully stabilized and fully contained by
physical barrier. Exposed soils cannot
remain open onsite. The height of
these piles makes them highly
susceptible to washing. Create a plan
for removal or protection City code 19-
145
Status: Open
Correct By: 05/19/2023
Location: Submit a plan for Sitewide
erosion and sediment control
Details: Submit a plan showing
location of BMPs that will be installed
and a timeline for installation. City will
review, plan must be approved and
site work completed within directed
timeline. Plan must show all stockpiles
and areas of exposed soil. Code 19-
145
Status: Open
Correct By: 05/10/2023
Location: Park Rd
Details: Street sweeping required.
Entrance area is tracking sediment and
gravel out into right-of-way. Street
sweeping must be done to maintain
access area. Code 19-145
Inspector
Signature:
05/05/2023
247
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND DECISION
IN RE:
Application of Tiger Investors LLC for a Conditional Use Permit (CUP).
On September 17, 2024, the Chanhassen Planning Commission met at its regularly scheduled
meeting to consider the application of Tiger Investors LLC for a contracting yard conditional use
permit. The Planning Commission conducted a public hearing on the proposed conditional use
permit, preceded by published and mailed notice.
FINDINGS OF FACT
1. Permit. On August 8, 2024, the city received a completed land use application for the
property legally described as Lot 10 & 11, Block 5, Chanhassen Lakes Business Park
(“Property”), requesting a conditional use permit for a contracting yard on the Property.
2. Property. The Property is currently zoned Industrial Office Park (IOP). The Property is
guided by the 2040 Land Use Plan for Office Industrial Use. Contracting yards are
considered a Conditional Use within the Industrial Office Park (IOP) zoning district.
3. Conditions. The permit is issued subject to the following conditions:
a) Equipment and supply storage must be screened or enclosed at all times by fencing or
vegetative screening. Screening shall comply with city code.
b) Vehicles/equipment shall be stored within an enclosed or screened area.
c) No unlicensed or inoperable vehicle/equipment shall be stored on-premises.
d) All chemicals shall be stored in proper storage facilities, specified by OSHA regulations.
e) The contractor shall be licensed, bonded, and insured.
f) All pavement surfaces must be repaired and maintain a quality level of condition, free
from potholes and crumbling.
g) The scope of the Contractors Yard may be increased if the amount of paved and screened
area is increased, up to the allowed amount according to the zoning district, Industrial
Office Park (IOP). Increase in impervious surface may require modifications and
alteration to the stormwater mitigations on site.
248
h) Two spruce trees, a minimum of 4 feet tall at planting measured from finished grade,
shall be planted along the driveway within the property, along the NW corner of the space
defined as contractor yard on the site plan Exhibit C.
i) It is the developer’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of
Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction
activities.
j) The applicant shall complete a wetland delineation onsite to confirm if the depressional
area is a jurisdictional wetland. If any area onsite is determined to be a jurisdictional
wetland then the applicant shall revise plans to meet all applicable city code regulations.
The Wetland delineation shall be completed within 3 months after the approval of the
Conditional Use Permit.
k) The applicant and their Engineer shall work with city staff in amending the construction
plans, dated May 31, 2024, and August 9, 2024 prepared by Moore Engineering Inc. to
fully satisfy construction plan comments and concerns within 6 months after the approval
of the Conditional Use Permit.
l) The applicant shall provide updated plans and models to demonstrate that the contractor’s
yard site is meeting water quality standards. A permanent BMP to manage the runoff
generated by the contractor’s yard is anticipated. These models shall be submitted as part
of all future submittals.
m) The applicant shall create a stormwater management plan approved by staff to describe
how the site is meeting city requirements including water quality and erosion control.
The stormwater management plan including site improvements shall be executed within
12 months after the approval of the Conditional Use Permit.
n) The developer shall enter into encroachment agreements for all existing and proposed
improvements located in public easements. The encroachment agreements shall be
recorded within 12 months after the approval of the Conditional Use Permit.
4. Termination of Permit. The city may revoke the permit following a public hearing for
violation of the terms of this permit. The city may institute any proper action or proceeding at
law or at equity to prevent violations of the within property, to restrain or abate violations of
the within permit, or to prevent use or occupancy of the Subject Property.
5. Lapse. If within one year of the issuance of this permit the authorized construction has not
been substantially completed or the use commenced, this permit shall lapse, unless an
extension is granted in accordance with the Chanhassen Zoning Ordinance.
6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal
misdemeanor.
249
DECISION
The City Council approves the proposed conditional use permit based on the findings of
fact included herein, and subject to the conditions of the staff report.
ADOPTED by the Chanhassen City Council this _____ day of _____________, 202_.
CHANHASSEN CITY COUNCIL
BY:___________________________________
Its Mayor
BY:_ __________________________________
Its City Manager
250
EXHIBIT A
PARCEL A LEGAL DESCRIPTION
Chanhassen Lakes Business Park, Block 5, Lot 11.
251
EXHIBIT B
PARCEL B LEGAL DESCRIPTION
Chanhassen Lakes Business Park, Block 5, Lot 10.
252
EXHIBIT C
253
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
CONDITIONAL USE PERMIT #24-9
1. Permit. Subject to the terms and conditions set forth herein and with the Conditional
Use Permit recorded with Carver County on ____________, __, 2024, Document No.
_____, the City of Chanhassen hereby grants:
a) A conditional use permit for a contracting yard at 1591 Park Road.
2. Property. The permit for the property situated in the City of Chanhassen, Carver County,
Minnesota, and legally described as follows:
Chanhassen Lakes Business Park, Block 5, Lots 10 & 11.
3. Conditions. The permit is issued subject to the following conditions:
a) Equipment and supply storage must be screened or enclosed at all times by
fencing or vegetative screening. Screening shall comply with city code.
b) Vehicles/equipment shall be stored within an enclosed or screened area.
c) No unlicensed or inoperable vehicle/equipment shall be stored on-premises.
d) All chemicals shall be stored in proper storage facilities, specified by OSHA
regulations.
e) The contractor shall be licensed, bonded, and insured.
f) All pavement surfaces must be repaired and maintain a quality level of condition,
free from potholes and crumbling.
g) The scope of the Contractors Yard may be increased if the amount of paved and
screened area is increased, up to the allowed amount according to the zoning
district, Industrial Office Park (IOP). Increase in impervious surface may require
modifications and alteration to the stormwater mitigations on site.
254
h) Two spruce trees, a minimum of 4 feet tall at planting measured from finished
grade, shall be planted along the driveway within the property, along the NW
corner of the space defined as contractor yard on the site plan Exhibit C.
i) It is the developer’s responsibility to ensure that permits are received from all
other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD,
Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of
construction activities.
j) The applicant shall complete a wetland delineation onsite to confirm if the
depressional area is a jurisdictional wetland. If any area onsite is determined to be
a jurisdictional wetland then the applicant shall revise plans to meet all applicable
city code regulations. The Wetland delineation shall be completed within 3
months after the approval of the Conditional Use Permit.
k) The applicant and their Engineer shall work with city staff in amending the
construction plans, dated May 31, 2024, and August 9, 2024 prepared by Moore
Engineering Inc. to fully satisfy construction plan comments and concerns within
6 months after the approval of the Conditional Use Permit.
l) The applicant shall provide updated plans and models to demonstrate that the
contractor’s yard site is meeting water quality standards. A permanent BMP to
manage the runoff generated by the contractor’s yard is anticipated. These models
shall be submitted as part of all future submittals.
m) The applicant shall create a stormwater management plan approved by staff to
describe how the site is meeting city requirements including water quality and
erosion control. The stormwater management plan including site improvements
shall be executed within 12 months after the approval of the Conditional Use
Permit.
n) The developer shall enter into encroachment agreements for all existing and
proposed improvements located in public easements. The encroachment
agreements shall be recorded within 12 months after the approval of the
Conditional Use Permit.
4. Termination of Permit. The City may revoke the permit following a public hearing for
violation of the terms of this permit.
255
5. Lapse. If within one year of the issuance of this permit the authorized construction has
not been substantially completed or the use commenced, this permit shall lapse, unless an
extension is granted in accordance with the Chanhassen Zoning Ordinance.
6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal
misdemeanor.
Dated: September 23, 2024
CITY OF CHANHASSEN
BY: ___________________________
Elise Ryan, Mayor
AND: ___________________________
Laurie Hokkanen, City Manager
STATE OF MINNESOTA )
( ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of , 20___, by
Elise Ryan, Mayor, and by Laurie Hokkanen, City Manager, of the City of Chanhassen, a Minnesota
municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City
Council.
__________________________________
NOTARY PUBLIC
256
City Council Item
September 23, 2024
Item Resolution 2024-XX: Authorize Design and Construction Administration
Services Contract for 2024 Stormwater Pond Improvement Project
File No.ENG Project No. 24-15 Item No: D.11
Agenda Section CONSENT AGENDA
Prepared By Joe Seidl, Water Resources Engineer
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council adopts a resolution authorizing a contract with WSB and Associates,
Inc. for performing the design and construction administration services for the 2024 Stormwater
Pond Improvement Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
This project is for annual stormwater infrastructure maintenance work. The project consists of eight
distinct areas around the City prioritized by City staff using the asset management software Cartegraph.
BACKGROUND
In 2020 city staff prepared a stormwater pond maintenance inventory, analysis, and prioritization plan.
The city via it's MS4 permit is obligated to maintain it's stormwater management infrastructure. These
annual projects, along with annual inspections, are the implementation activities of the permit
obligations.
DISCUSSION
257
The first step of the overall project process is to engage a design consultant as city staff does not have
available capacity to perform all of the duties required to deliver the project. Staff developed a Request
for Proposals (RFP) and sent it out to five (5) qualified consulting firms. Three of the five firms
submitted responsive proposals. City staff evaluated the proposals based on the requirements of the
RFP which were based on the following criteria:
Completeness of Proposal (20%)
Experience of Firm and Personnel (15%)
Resources to Complete the Project (15%)
Fee (50%).
The results of the evaluation and the associated fees are shown on the proposal evaluation form attached
to this report.
BUDGET
This project budget is from CIP Project SWMP-032. We received a total of three (3) proposals. The
best proposal was $100,459 (including expenses) and was submitted by WSB and Associates, Inc. The
project costs associated with the WSB proposal were adjusted to match the RFP assumptions and
include expenses to fairly compare the proposals. The WSB proposal includes detailed bathymetry data
collection for all nine pond sites. Staff recommends proceeding with pond bathymetry at all project sites
as the data can be used for future pond projects if needed. Additionally, obtaining the survey early for
all sites will help meet the project's constrained schedule.
Total Project Budget = $500,000 from SWMP-032.
Budget $500,000
Engineering Costs $100,459
Remaining Budget for Construction $399,541
The design and construction administration fee is inline with the project budget. The CIP sheet is
attached to this report.
RECOMMENDATION
Staff recommends authorizing a contract with WSB and Associates, Inc . for the design services for the
2024 Stormwater Pond Improvement Project.
ATTACHMENTS
Resolution
24-015 PROFESSIONAL SERVICES AGREEMENT
SWMP-032 FY 2024 Budget
RFP - 2024 Stormwater Pond Improvement Project Final WSB
2024 Pond Improvement Project RFP Exhibits Final R
WSB Submittal 2024 Stormwater Pond Maintenance Design and Construction Administration Services for the City
of Chanhassen
24-15 Pond Improvement Project Proposal Evaluation Final
258
1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: September 23, 2024 RESOLUTION NO: 2024-XX
MOTION BY: SECONDED BY:
A RESOLUTION AUTHORIZING ENTERING INTO A PROFESSIONAL SERVICES
AGREEMENT WITH WSB FOR DESIGN AND CONSTRUCTION ADMINISTRATION
SERVICES RELATED TO THE 2024STORMWATER POND IMPROVEMENT
PROJECT
WHEREAS,there are approximately 300 City owned stormwater ponds, 115 miles of
sewer pipe, and 5300 individual storm structures in the City that make up the publicly owned
stormwater management infrastructure; and
WHEREAS,the City is obligated to maintain publicly owned stormwater management
infrastructure; and
WHEREAS,the City has an annual Stormwater Pond Improvement Project that is
supported by the 5-yr Capital Improvement Plan (CIP); and
WHEREAS,The Annual Stormwater Pond Improvement Project requires professional
services; and
WHEREAS,the city solicited proposals from multiple qualified design consulting firms;
and
WHEREAS,multiple responsive proposals were received and evaluated by City Staff; and
WHEREAS,the fee proposed by the highest ranked proposal fits within the established
budget; and
NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby
authorizes entering into a Professional Services Agreement with WSB and Associates, Inc for
design and construction administration services related to the 2024 Stormwater Pond Improvement
Project.
PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of September,
2024.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
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2
YES NO ABSENT
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PROFESSIONAL SERVICES AGREEMENT
AGREEMENT made this 23th day of September, 2024, by and between the CITY OF
CHANHASSEN,a Minnesota municipal corporation ("City") and WSB and ASSOCIATES, Inc.,
a Minnesota corporation ("Consultant").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1.SCOPE OF SERVICES. The City retains Consultant for 2024 Stormwater Pond
Improvement Project Design and Construction Administration Services.
2.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 Professional Services Agreement;
B.Request for proposals – email dated August 30, 2024;
C.Insurance Certificate;
D.Consultant’s September 13, 2024, proposal for 2024 Stormwater Pond
Improvement Project Design and Construction Administration Services
(“Proposal”).
In the event of 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.
3.COMPENSATION. Consultant shall be paid by the City for the services described
in the Proposal a not to exceed fee of One Hundred Thousand-Four Hundred and Fifty-Nine Dollars
($100,459.00), inclusive of expenses. Services performed directly by Consultant shall be paid at an
hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed fees
and expenses shall not be adjusted if the estimated hours to perform a task, the number of required
meetings, or any other estimate or assumption is exceeded. Consultant 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.DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and
information generated in connection with performance of this Agreement shall be the property of
the City. The City may use the information for its purposes. The City acknowledges that all
reports, plans, models, diagrams, analyses, and information generated in connection with
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performance of this Agreement are created solely for the specific project covered by this
Agreement and may not be suitable for reuse on other projects. The City also acknowledges that
reuse of the reports, plans, models, diagrams, analyses, and information generated in connection
with performance of this Agreement without the written verification or adaptation by Consultant
will be done at the City's sole risk and without liability to Consultant.
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.COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of services to be provided.
7.STANDARD OF CARE. Consultant 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. City shall not be responsible for discovering deficiencies in the
accuracy of Consultant’s services.
8.INDEMNIFICATION. Consultant 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 the Consultant’s negligent performance of
the services provided for herein.
9.INSURANCE. Consultant shall secure and maintain such insurance as will protect
Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims
for bodily injury, death, or property damage which may arise from the negligent performance of
services under this Agreement. Such insurance shall be written for amounts not less than:
Commercial General Liability $2,000,000 each occurrence/aggregate
Automobile Liability $2,000,000 combined single limit
Professional Liability $2,000,000 each claim/aggregate
The City shall be named as an additional insured on the general liability policy on a primary and non-
contributory basis. Before commencing work, the Consultant shall provide the City a certificate of
insurance evidencing the required insurance coverage in a form acceptable to City.
10.INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an
independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not
an employee of the City and is free to contract with other entities as provided herein. Consultant shall
be responsible for selecting the means and methods of performing the work. Consultant shall furnish
any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this
Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent
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that Consultant or any of Consultant's agents or employees are in any manner agents or employees of
the City. Consultant shall be exclusively responsible under this Agreement for Consultant’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.
11.SUBCONTRACTORS.Consultant shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Consultant shall
comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed
services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from
City. Consultant 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).
12.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
exclusive venue shall be in the District Court of the State of Minnesota for Carver County
Minnesota.
13.MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant 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 Consultant pursuant to this
Agreement. Consultant 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 Consultant receives a request to release data, Consultant must
immediately notify City. City will give Consultant instructions concerning the release of the data to
the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from
Consultant’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.
14.COPYRIGHT. Consultant shall defend actions or claims charging infringement
of any copyright or software license by reason of the use or adoption of any software, designs,
drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage
resulting therefrom.
15.PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract
requires, or the Consultant desires, the use of any design, devise, material or process covered by
letters, patent or copyright, trademark or trade name, the Consultant 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, the Consultant shall indemnify and
hold harmless the City from any and all claims for infringement by reason of the use of any such
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patented designed, 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.
16.RECORDS. Consultant shall maintain complete and accurate records of hours
worked and expenses involved in the performance of services.
17.ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising
herein, without the written consent of the other party.
18.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.
19.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.
20.TERMINATION. This Agreement may be terminated by the City for any reason
or for convenience upon written notice to the Consultant. In the event of termination, the City shall
be obligated to the Consultant for payment of amounts due and owing including payment for
services performed or furnished to the date and time of termination.
21. WAIVER OF CONSEQUENTIAL DAMAGES. Neither party shall be liable
to the other for loss of profits or revenue; loss of use or opportunity; loss of good will; cost of
substitute facilities, goods, or services; cost of capital; or for any special, consequential, indirect,
punitive, or exemplary damages.
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Dated: _______________, 2024.CITY OF CHANHASSEN
BY: _____________________________________________
Elise Ryan, Mayor
BY: _____________________________________________
Laurie Hokkanen, City Manager
Dated: _______________, 2024.WSB and ASSOCIATES, Inc. dba WSB
BY: _____________________________________________
_____________________________________________
Its _____________________________________________
265
⎙
Budget Book
Last Updated 02/14/24
This requests information is generated from , Adopted Version.
Stormwater - Annual Stormwater Pond Improvements
Overview
Request Owner Charlie Howley, PW Director/City Engineer
Department Surface Water Gen Operations
Type Capital Improvement
Project Number SWMP-032
Description
This program will provide for our required annual inspection and cleaning of various City stormwater ponds. This
work may include sediment removal, vegetation management and assessment, repair and replacement of inlet
and outlet structures.
Details
Type of Project Improvement
t Overview Fund Summaries Funding Sources Departments & Divisions - General Fund〈
City of Chanhassen powered by (H T T P S ://C L E A R G O V.C O M )
266
Spreadsheet Breakdown 〉
Capital Cost
FY2024 Budget
$500,000
Total Budget (all years)
$2.75M
Project Total
$2.75M
Capital Cost by Year (Adopted)
Construction/Maintenance
2024
2025
2026
2027
2028
$0 $150K $300K $450K $600K
Capital Cost for Budgeted Years (Adopted)
TOTAL $2,
Construction/Maintenance (100%)$2
City of Chanhassen powered by (H T T P S ://C L E A R G O V.C O M )
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Spreadsheet Breakdown 〉
Funding Sources
FY2024 Budget
$500,000
Total Budget (all years)
$2.75M
Project Total
$2.75M
Funding Sources by Year (Adopted)
Utility Fund - SW Mgmt
2024
2025
2026
2027
2028
$0 $150K $300K $450K $600K
Funding Sources for Budgeted Years
(Adopted)
TOTAL $2,
Utility Fund - SW Mgmt (100%)$2
City of Chanhassen powered by (H T T P S ://C L E A R G O V.C O M )
268
August 30, 2024
Bill Alms
Water Resources Project Manager
WSB
701 Xenia Avenue S
Suite 300
Minneapolis, MN 55416
Re: 2024 Stormwater Pond Improvement Project Design and Construction Administration Services
Request for Proposals
Dear Mr. Alms,
The City of Chanhassen has approximately 250 publicly maintained stormwater ponds that are used for
treatment and storage. We are required to inventory and maintain these ponds per our MS4 permit
requirements. As such, we are in need of design and construction administration services for our 2024
pond maintenance program.
Background:
The City utilizes a Stormwater Asset Management Program (SWAMP) to inventory, document, and
prioritize inspection and maintenance activities, and generate lifecycle estimates for constructed ponds.
SWAMP provides a standard rating system to help prioritize maintenance activities. A score is
calculated using user provided inputs including construction year, pond area, drainage area, impervious
percentage, estimated loading rate, and receiving water body. The score is derived from comparing these
variables against Nationwide Urban Runoff Program (NURP) pond design standards.
In the summer of 2020, City staff conducted comprehensive bathymetric surveys on nearly all 250 of its
City owned stormwater ponds. The purpose of these surveys was to ensure that SWAMP had the most
recent average depth data as it calculates the SWAMP score for each pond. Beyond just pond depth, the
quality and condition of the infrastructure around the pond was evaluated and inputted into our Asset
Management Software (Cartegraph), which calculates an Overall Condition Index (OCI) rating of the
pond. City staff then compared the SWAMP score with the OCI score to determine which ponds would
be prioritized for maintenance for 2024.
269
RFP – City of Chanhassen 2024 Stormwater Pond Improvement Project
August 30, 2024
Page 2
To evaluate what sort of maintenance activities and/or improvement options would be appropriate for
each pond, the City seeks to prepare a Pond Feasibility Memorandum for each pond identified for 2024.
The Pond Feasibility Memorandum should:
· Evaluate and recommend what sort of maintenance and/or improvements would be appropriate
for each pond, including:
o Sediment excavation
o Inlet/outlet system configuration or repair
o Verification of sizing for Water Quality (WQ), Rate Control and Flood Protection
o Erosion repair and/or protection
· Investigate background information to provide further detail on maintenance and improvements.
· Cost estimating for recommended improvements.
· Collect sediment samples in accordance with MPCA guidance to identify material disposal
requirements.
· Identify permitting requirements necessary for each pond (WCA, Watershed Districts, etc.)
o Determine if a wetland delineation is necessary for permitting purposes
o Avoid wetland impacts to the greatest extent possible.
· Identify construction access needs for each pond.
The City would like to perform maintenance on as many ponds annually as budget allows. The
estimated budget for 2024 is $500,000, this is full project costs, not just construction costs. Based on
SWAMP and OCI scores, City staff has identified the following ponds to be reviewed (see attached map
for the locations). The Feasibility Memorandums will be used to develop the overall implementation
scope of the program for 2024, and as such, not all ponds noted below may be in the final
design/construction project. The consultant shall assume that 5 pond sites will require final design and
construction administration services.
Basin ID OCI/SWAMP
Score Area (Ac)
BC-P1.11C 48.40 0.32
BC-P1.11D 0.00 0.25
Minnehaha 2-3-B-2 0.00 0.07
RM-P2.2 33.19 0.10
BC-P2.4B 39.74 0.39
LL-P10.7 38.46 0.70
CL-P1.7 48.49 0.52
LS-P3.22 28.94 0.54
BC-P271 33.02 2.91
Construction is anticipated to start December 2024/January 2025 with restoration work occurring in the
spring of 2025. Final project completion is anticipated to be June/July of 2025. To meet the schedule the
270
RFP – City of Chanhassen 2024 Stormwater Pond Improvement Project
August 30, 2024
Page 3
consultant shall administer the bid opening in mid-November and provide a letter outlining the
recommended bid by 12/2/24 to be approved by City Council at the 12/9/24 City Council Meeting.
Your firm is invited to submit a proposal to perform the needed Professional Services for the following
Tasks. In your proposal, please breakout out each task, per pond (or grouping of ponds if applicable):
· Task 1 – Preparation of Pond Feasibility Memorandums
· Task 2 – Preliminary Design, Final Design, and Permitting
· Task 3 – Bidding
· Task 4 – Construction Administration
Services shall include:
· Preparation of Feasibility memo including site visits, meetings with City staff, review of
plats/easements, review of construction access, cost estimating, report preparation including
recommended improvements and schedule, and sediment testing.
· Perform design services required based on project needs. Services may include but are not
limited to preparation of plans and specifications (preliminary and final), detailed bathymetric
survey of selected ponds to confirm provided data and quantities, coordination with City Public
Works and Engineering, including meetings, and preparation and submittal of all permits
required from other agencies.
· Bidding services for the project. The City uses online bidding via QuestCDN therefore no in-
person bid opening is utilized.
· Evaluate all bids received and make a recommendation of award to the City.
· Administer pre-construction meeting and weekly construction meetings as necessary.
· Review and approve all required submittals.
· Prepare and recommend payment for all pay estimates.
· Provide construction observation services including construction coordination with City,
contractor and impacted residents, final inspection, and certification of completion of the project
in accordance with the plans and specifications. Assume 160 hrs of field observation.
· Provide final as-built plans including survey of as-built ponds to the City upon completion of the
project in PDF and CAD format.
All work shall be governed by the City’s Standard Construction Documents, including Standard
Specifications and Details. Attendance by the Consultant at public meetings is not needed.
Proposal Contents
All proposals should contain:
· Statement of Understanding – The statement of understanding should restate in the firm’s words
the requirements of the project and present a description of services to be provided to
successfully complete the project including a project schedule.
271
RFP – City of Chanhassen 2024 Stormwater Pond Improvement Project
August 30, 2024
Page 4
· Firm Information – Provide a summary of the firm’s experience and qualifications performing
this type of work
· Key Personnel – Provide a list of the proposed key personnel and their related experience.
· Fee – the fee should be broken down by task and should indicate hours, hourly rate, expenses,
etc. The design contract will be based on an hourly not-to-exceed amount.
Non-relevant marketing materials of the firm need not be included with the proposal.
Evaluation Criteria and Selection Procedure
Proposals will be evaluated on the following criteria:
· Completeness of the proposal including a demonstrated understanding of the requirements of this
project, schedule, and the goals of the City. (20%)
· Demonstrated experience of the firm and key personnel performing similar projects within the
last 5-years. (15%)
· Resources of the firm to conduct and complete this project in a satisfactory manner.
Specifically, the ability and willingness to commit key personnel and resources. (15%)
· Fee. (50%)
The City does not intend to conduct interviews of the proposing firms as part of the evaluation.
Proposals should be submitted electronically in PDF format to Joe Seidl, Water Resources Engineer
(jseidl@chanhassenmn.gov). The proposal must be received by 4:00 p.m. on September 13th, 2024 for
consideration. It is anticipated that the agreement for consultant services will be awarded at the
September 23rd, 2024 City Council meeting.
If you have any questions regarding the proposal, please feel free to contact me at 952-227-1168,
jseidl@chanhassenmn.gov.
Sincerely,
CITY OF CHANHASSEN
Joe Seidl, PE (MN)
Water Resources Engineer
c: Charlie Howley, PE, LEED AP, Public Works Director/City Engineer
Ryan Pinkalla, Water Resources Technician
272
Christmas
Lake
Lotus Lake
Brendan Pond
Lake
Harrison
Kerber Pond
Lake Susan
Lake Riley
Lake
St.
Joe
Lake
Minnewashta
Lake Ann
Lake Lucy
ST18
ST15
ST17
Minnewashta
Regional Park
Meadow
Green Park
Lake Ann Park
Chanhassen
Pond
Park
Chanhassen
Nature
Preserve
Chanhassen
Recreation
Center
Lake
Susan
Park
Rice
Marsh Lake
Preserve
Power
Hill Park
Fox Woods
Preserve
Bandimere
Community
Park
Lake
Susan
Preserve
MN Landscape
Arboretum
Bluff Creek
Preserve
Independent
School
District 11
Independent
School District
112
Independent
School
District 276
Riley
Ridge
Park
Lake Ann Park
Preserve
SA7
SA5
SA5
SA41
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P i o n eer Trl PowersBlvdLyman BlvdGalpinBlvd Market
B
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Pla
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LL-P10.7
CL-P1.7
LS-P3.22
BC-P1.11DBC-P2.4B
RM-P2.2
BC-P271
Minnehaha 2-3-B-2
Document Path: K:\Departments\Engineering\Projects\24-15 Pond Improvement Project\24-15 Pond Improvement Project.aprxDate Created: 8/29/2024
Created By: City of Chanhassen - Engineering Department µ0 0.6
Mile
0 3,000
Feet
2024 Stormwater Pond Maintenance Projects
City of Chanhassen
Legend
2024 Ponds
Rivers
Lakes
Carver County Parks
273
StoneCreekDrLake D r W
Lake Dr W
C o m m e rce D rAudubonROspreyLnBitter
nCtLakeDrW
Lake Dr W
AudubonRdH e ro n D rBC-P271
BC-P4.5C
BC-P4.3
BC-P3.4C
930 940920
910
950900890950940930
920 9509209
4
0920900
900910930
900
950
910930
940
950
910900920 9209209009
4
0
940940
920
9409
1
0
940920910
900
9
2
0
9
4
0940910950
920
9
1
0
920
920950940950
900Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm BMPs
Private Storm BMPs
City Storm Manholes
Private Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Private Storm Inlets
Catch Basin Manhole
Catch Basin
Other
Planned Storm Inlets
Catch Basin
City Storm Discharge Points
Flared End Section
Standard Outlet
City Storm Gravity Mains
Private Storm Gravity Mains
Storm Draintile
City Storm Culverts
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond 271 Map
August 28, 2024
±
1 in = 200 Ft
274
GalpinBlvdGalpinBlvdHwy 5
W78thStGalpinBlvd
W
78th
St PrairieFlowerBlvdB l u e b o n n e t B l v d
ButtercupCtBan e b e r r y W a y E
C o n e f l o w e rC urvSBaneberry Way W
W78thSt SnapdragonDrBluebonnetBlvdBC-P1.11C
BC-P1.11D
BC-P1.11A
BC-P1.11B
9
6
0
95
0
970
9
4
0
980
970
96
0
94
0970 940
9
5
0
940960 950
94
0960 95
094098
0
Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm BMPs
City Storm Manholes
Private Storm Manholes
Carver County Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Private Storm Inlets
Catch Basin Manhole
Catch Basin
Carver County Storm Inlets
Catch Basin Manhole
Catch Basin
City Storm Discharge Points
Flared End Section
Standard Outlet
City Storm Gravity Mains
Private Storm Gravity Mains
Carver County Storm Gravity Mains
MnDOT Storm Gravity Mains
Storm Draintile
City Storm Culverts
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond BC-P1.11C and D Map
August 28, 2024
±
1 in = 100 Ft
275
W78thSt
W 78th St
Arboretum Blvd
Arboretum Blvd
W
78thSt
Vasserman Trl
VassermanPlRidgeviewWayW 78th St
Arboretum Blvd VassermanTrlW 7 8 t h S t
BC-P2.4B
BC-P2.4C
970980
960 990950
990
980
980
980
980
960970
970
980980
980980
980
97
0
980980 990Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm BMPs
MnDOT Storm BMPs
City Storm Manholes
Private Storm Manholes
MnDOT Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Private Storm Inlets
Catch Basin Manhole
Catch Basin
MnDOT Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
City Storm Discharge Points
Standard Outlet
Private Storm Discharge Points
Flared End Section
City Storm Gravity Mains
Private Storm Gravity Mains
MnDOT Storm Gravity Mains
Storm Draintile
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond BC-P2.4B Map_100 Scale
August 28, 2024
±
1 in = 100 Ft
276
Stratton Ct D e v o n s h ire D rStrattonCt
DevonshireDrLake Lucy Rd Wel
sl
eyCtPowersBlvd17
PowersBlvdLake Lucy Rd
CL-P1.7
CL-P1.6
CL-P1.5A 980990970
100010101020980
980 1000980 970990
1000
9801000
980
980
970
990
9909809801000Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Carver County Storm Inlets
Other
City Storm Discharge Points
Standard Outlet
City Storm Gravity Mains
Carver County Storm Gravity Mains
Carver County Storm Culverts
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond CL-P1.7 Map
August 28, 2024
±
1 in = 100 Ft
277
C
h
a
p
a
rralL
n edwi
ng
L
n P e n a m in tL n
RedwingLnChaparralLnKerber Blvd
PenamintCt
NezPerceCt
KerberBlvd NezPerceDrLone Eagle Dr
LL-P10.7
100010109901010
10
0
0
9
9
0
10
1
0
1010
1000
10001010
100010001010990
Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm BMPs
City Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Other
City Storm Discharge Points
Standard Outlet
City Storm Gravity Mains
Storm Draintile
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond LL-P10.7 Map
August 28, 2024
±
1 in = 100 Ft
278
L a k e D r WUplan
dCi
r
LakeDrWMalloryCtLS-P3.22
133
930
920900910940 890
890940
91
0
940
940920
9
3
0
9109
0
0
9409
4
0
940
9
2
0
920
940
890
Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm Manholes
Private Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Private Storm Inlets
Catch Basin Manhole
Catch Basin
Other
City Storm Discharge Points
Flared End Section
Standard Outlet
City Storm Gravity Mains
Private Storm Gravity Mains
Storm Draintile
City Storm Basins
Private Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond LS-P3.22 Map
August 28, 2024
±
1 in = 100 Ft
279
P ip e w o o d L n
MeadowLnPipewood Ln
H w y 7
M e a d o w L n ChurchRdLandingsCtH w y 7
MinnewashtaPkwy7
217
Minnehaha 2-3-B-1
Minnehaha 2-3-B-2
960950 970
940 980970960
940
970
940
9
7
0
940950
940
950
970
94
0
970
940
960
940
Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm BMPs
City Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Weir
Other
MnDOT Storm Inlets
Catch Basin
City Storm Discharge Points
Outfall
Standard Outlet
City Storm Gravity Mains
MnDOT Storm Gravity Mains
Storm Draintile
MnDOT Storm Culverts
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Minnehaha 2-3-B-2
August 28, 2024
±
1 in = 100 Ft
280
Frisco
C
t
Heartland Ct
Mission Hills Way E
Marshland Trl
W 86th St
Ri c e C tMo
n
k
Ct
W 86th St T ig u aLnPreser
veCt PreserveCtH w y 2 1 2
216
Rice Marsh 4-3-1
RM-P2.2
Rice Marsh 4-1-1
910
9
0
0
890
890 890890900 890900
890910
910
910
890
910890 890
890910890910900
900890
890910
8
9
0
890
Chanhassen, MetroGIS, Carver, Hennepin
Legend
City Storm Manholes
Private Storm Manholes
City Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
Weir
Private Storm Inlets
Catch Basin Manhole
Catch Basin
Outlet Structure
MnDOT Storm Inlets
Catch Basin Manhole
City Storm Discharge Points
Standard Outlet
Private Storm Discharge Points
Standard Outlet
City Storm Gravity Mains
Private Storm Gravity Mains
MnDOT Storm Gravity Mains
Storm Draintile
City Storm Culverts
City Storm Basins
Parcels
Preliminary Two Foot Contours - 2023
Contour_Type
Index
Intermediate
Pond RM-P2.2 Map
August 28, 2024
±
1 in = 100 Ft
281
A PROPOSAL FOR
2024 Stormwater Pond
Maintenance Design and Construction
Administration Services
FOR THE CITY OF CHANHASSEN
282
701 XENIA AVE S | SUITE 300 | MINNEAPOLIS, MN 55416 | TEL: 763.541.4800 | FAX: 763.541.1700 | WSBENG.COMSeptember 13, 2024
Mr. Joe Seidl, Water Resources Engineer
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55317
Re: Proposal to Provide Professional Engineering Services for the City of Chanhassen’s 2024
Stormwater Pond Maintenance Project
Dear Mr. Seidl,
We are pleased to present this proposal for the City of 2024 Stormwater Pond Maintenance Project. Our proposal
focuses on our extensive experience assessing and maintaining stormwater ponds over the last 15 years. The
WSB team has the knowledge and experience necessary to complete the requested work in a professional,
timely, and cost-effective manner.
Our project team includes Bill Alms, Project Manager, who has a passion for solving water resource-related
problems and over ten years of successful experience managing stormwater BMP maintenance projects. Both
Kendra Fallon and Alison Harwood will assist Bill throughout the project. We believe our team of water resources
experts is ideally suited to meet your needs based on the following considerations:
Pond Assessment and Maintenance Experience | The proposed project team has completed more than 500
pond assessments and 100 successful pond maintenance projects, including multiple projects within the City
of Chanhassen. We understand the challenges of these types of projects and know to focus our attention on
design details such as construction access, clearing and grubbing options, dewatering/deicing challenges, and
measurement of dredged material. Understanding the challenges and variability of each unique pond allows us
to have a reputation for delivering successful pond maintenance projects.
Innovative Water Resources Expertise and Experience | Staff members at WSB have created and implemented
unique designs for clients in Minnesota and the upper Midwest. Our designs are always tailored to meet the
specific needs and characteristics for each client in a manner that helps them achieve their goals and meet their
financial expectations. This experience allows WSB to anticipate and respond to challenges that arise during
both project design and during construction.
Commitment to Communication | Our project team is committed to listening to your concerns and working with
you to develop solutions to meet the City’s unique needs. It is very important to WSB that the City is more than
satisfied with the design process and the resulting project implementation.
The City and WSB staff have established a long-standing, trusted relationship working collaboratively to solve
water resources issues and protect our natural resources. We look forward to contributing to the City’s continued
success and thank you for the opportunity to submit our proposal. Please feel free to contact either of us to
discuss our next steps together.
Sincerely,
WSB
Bill Alms, PE Earth Evans, PE
Project Manager Director of Water Resources 283
Firm Overview | 2Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Forge ahead.
WSB is a design and consulting firm specializing in engineering, community planning,
environmental, and construction services. Together, our staff improves the way people
engage with communities, transportation, infrastructure, energy and our environment. We
offer services that seamlessly integrate planning, design and implementation.
We share a vision to connect your dreams for tomorrow to the needs of today—
the future is ours for the making.
Firm Overview
1,250+
STAFF
50+
SERVICE AREAS
46
OFFICES
10
STATES
Alternative Project Delivery | Asset Management | Biogas | Bridges & Structures | City Engineering | Community Planning
| Constructability Review | Construction Materials Testing & Special Inspection | Contractor Modeling | Drinking Water |
Economic Development | Environmental Compliance | Geohazard Risk Management | Geospatial | Geotechnical Engineering | GIS
Services | Grants & Funding | Health & Safety Compliance | Intelligent Transportation Systems | Investigation & Remediation
| Land Development | Landscape Architecture | Managed Services | Natural Resources | Pavement Management | Pipeline
| Project Management & Construction Administration | Public Engagement | Public Works Management | Right of Way |
Roadway Design | Smart Cities | Solar | Survey | Sustainability | Technology Solutions | Traffic Engineering | Transit Planning
| Transportation Planning | Urban Design | Vibration Monitoring | Visualizations | Water Resources | Water Reuse | Wind
284
701 XENIA AVE S | SUITE 300 | MINNEAPOLIS, MN 55416 | TEL: 763.541.4800 | FAX: 763.541.1700 | WSBENG.COMTABLE OF CONTENTS
Firm Overview ..................................................2
Statement of Understanding ..........................3
Approach and Methodology ...........................5
Schedule .........................................................12
Firm Information .............................................13
Firm Information - Project Examples .............14
Key Personnel .................................................16
Fee ...................................................................19
References ......................................................21
285
Statement of Understanding | 3Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Statement of Understanding
This project involves completing sediment surveys, functional assessments, and construction documents for nine
stormwater basins within the City of Chanhassen. Basins that have been identified as requiring maintenance, due
to a significant degradation in their treatment performance, will require bathymetric surveys to confirm excavation
quantities, preparation of plans and bid documents, and construction observation for the recommended maintenance
activities in 2024. The work under this scope of services will include nine feasibility memorandums outlining the
sediment sampling results and maintenance recommendations and designing and overseeing construction on an
estimated 5 basins as budget allows.
We understand the estimated budget for 2024 Pond
Maintenance Project is $500,000. We estimate the
construction cost to complete maintenance on all nine
basins could range between $1,940,000 to $2,220,000
dependent upon sediment testing results to achieve
the managed depth listed in SWAMP. WSB will assess
the nine basins identified and utilize our experience to
determine the optimized maintenance recommendation
to fit within the City’s budget and achieve the greatest
cost benefit.
286
Statement of Understanding | 4Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
SWAMP POND ID OCI/SWAMP SCORE APPROX. BASIN AREA
(ACRES)
ESTIMATED YEARS SINCE
CONSTRUCTION
ESTIMATED EXCAVATION
VOLUME (CY)
BC-P1.11C 25.70 0.32 27 3080
BC-P1.11D 0.00 0.25 27 3960
MINNEHAHA 2-3-B-2 0.00 0.07 35 210
RM-P2.2 13.70 0.10 29 780
BC-P2-4B 39.74 0.39 20 1130
LL-P10.7 21.51 0.70 45 3550
CL-P1.7 34.32 0.52 36 2200
LS-P3.22 17.04 0.54 25 2240
BC-P271 7.40 2.91 28 19760
* ESTIMATED VOLUMES IN TABLE ARE VOLUMES TO ACHIEVE MANAGED VOLUME AND NOTED AS COMPACT VOLUME.
This project will require a team of experts who have extensive experience performing pond assessment and
maintenance projects to prevent costly mistakes that can occur throughout the course of the project. This project will
also require experience to facilitate a smooth permitting process with environmental permitting agencies. The selected
consultant will need experience working with partner local agencies to anticipate questions and issues and be able to
communicate effectively and timely to ensure the project’s success with the best outcomes.
THE FOLLOWING TABLE OUTLINES KEY ATTRIBUTES OF THE BASINS SELECTED FOR SURVEY AND ASSESSMENT:
287
Approach and Methodology | 5Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Approach and Methodology
THESE PROJECT GOALS DEFINE
OUR PROCESS AND TASKS:
Effective basin assessment techniques
and reporting methods, provide more
performance-enhancing and cost-effective
decision-making capability to our clients.
Capitalizing on efficiencies throughout
the assessment, design, and construction
process allows us to keep design costs
low while still providing high-quality
results, in a timely manner.
Positive relationships with many pond
maintenance contractors ensure high
expectations of project success and
optimal bidding results.
Approach and Methodology
288
Approach and Methodology | 6Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
TASK 1:
Preparation of Pond
Feasibility Memorandums
This task includes developing preliminary design
memorandums for each of the seven ponds identified
for possible maintenance. These memorandums will
use information obtained from the City collected
bathymetric surveys, sediment testing, as well as
information from background data including as-builts,
plats, and site visits with the City Staff to help determine
the scope of the maintenance to be completed.
Feasibility Memorandum will include:
-Providing a cost-benefit analysis for varying
excavation quantities for each pond to maximize
the water quality benefit, and rate control and flood
protection if applicable.
-Identifying any additional pond improvements
recommended beyond simply sediment removal
(inlet/outlet repair, vegetation removal, etc.)
-A sediment sampling summary that will include BaP
equivalence calculations for cPAH data, sample
location maps, and tabular laboratory data.
-Identifying all permitting requirements for each
pond including noting if any ponds would require a
wetland delineation.
-Identifying ideal access location for each of the
ponds and construction limits based on plat and
easement documents provided by the City.
-Maintenance recommendations and schedule
updates as necessary.
289
Approach and Methodology | 7Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
As part of the feasibility memorandums for the nine
basins identified, WSB will complete sediment sampling
and analysis to determine the appropriate sediment
disposal methods. Sediment sampling will consist of
two representative samples from the area identified for
maintenance if that basin is less than one acre, and one
sample per acre and per partial acre for basins between
one and four acres. The work will be completed in
accordance with the Minnesota Pollution Control
Agency’s (MPCA) Managing Stormwater Sediment Best
Management Practice Guidance. The results of the
analyses will be compared to the MPCA Tier 1 and Tier 2
Soil Reference Values to provide guidance related to the
management and disposal of the dredged materials.
Stormwater sediment will be collected and
analyzed for the following parameters:
-Carcinogenic and noncarcinogenic
polycyclic aromatic hydrocarbons (cPAHs
and PAHs) using approved EPA Method 8270.
-Copper using approved EPA Method 6010.
-RCRA Metals (which includes arsenic) using
EPA Method 6010.
-We recommend including all RCRA
metals in our testing as many landfills
require this and it ultimately saves
costs if an issue is present. This is also
recommended by MPCA staff even
though it is not an official requirement.
If the City prefers to only test for arsenic,
then we will honor that request.
-Total Phosphorus.
Sample handling and processing will adhere to the
MPCA’s Guidance. Decontamination of re-usable
sampling tools will be completed between sampling
points. Project documentation will include a collection
of GIS for sampling locations, total sample depth, and
photographs.
WSB will use PACE Labs to complete the laboratory
analysis of the sediment samples collected. A cost of
approximately $350 per sediment sample is anticipated
based on the current lab price list. We are assuming
a $50/sample expedited fee in order to help achieve
the City’s requested schedule. These lab costs will be
passed on to the City with no markup.
290
Approach and Methodology | 8Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Based on the nine ponds identified for inspection, it
is estimated that up to 20 samples may be required
depending on the inspection results.
A cost-benefit analysis will be completed using the
City’s SWAMP for each of the maintenance projects
to determine the optimal amount of material to be
excavated from each basin to meet the City stormwater
management goals. Capitalizing on our experience
performing pond assessments and expertise with the
City’s SWAMP, we have created an extremely efficient
process to perform these analyses. This is a critical
step in the maintenance evaluation process to ensure
the City’s maintenance dollars are being utilized as
effectively as possible. An excavation recommendation
will be included for the City’s consideration for each of
the seven ponds.
NOTES:
-Due to the accelerated project schedule
we are assume that all ponds will need
to have a detailed bathymetric survey
completed within the first week of project
authorization. This will provide better data
for the pond feasibility memorandums
and result in project efficiencies of
collecting survey at the time of sediment
sampling.
-WSB has been successful working with
the Watershed Districts, WCA LGU,
and the Army Corps of engineers in
Chanhassen to obtain no-loss exemptions
for routine pond maintenance with
Wetland Delineations. We have not
included any wetland delineation services
in this work plan.
-None of the basins appear to be a public
water.
DELIVERABLES: NINE POND FEASIBILITY
MEMORANDUMS, NINE POND BATHYMETRIC
SURVEYS, POND SEDIMENT TESTING
SPREADSHEET
291
Approach and Methodology | 9Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
TASK 2:
Preliminary Design, Final Design, and Permitting
2.3 – Permitting
WSB will identify all permits needed and will prepare and
submit all application materials on behalf of City staff in
applying for the necessary permits. This will include all
necessary plans, exhibits, descriptions, and calculations.
Some of the anticipated potential permits include:
-RPBCWD – Erosion Control and Wetland Protection
-Seven basins are located within RPBCWD being
BC-P1.11C, BD-P1.11D, RM-P22, BC-P2.4B, LL-
P10.7, LS-P3.22, BC-P271
-MCWD - Erosion Control
-Two basins are located in MCWD being
Minnehaha 2-3-B-2, CL-P1.7
-City ROW Permits (or including in specifications that
Contractor is responsible)
-WCA No-Loss
-Army Corps Permits
2.1 – Preliminary Design
60% plans will be developed using pond inspection/
survey data. A detailed bathymetric survey will be
completed on the ponds selected for a maintenance
project to confirm previous survey results and excavation
quantities. Surveys are only noted to be needed for the
ponds selected for a maintenance project however all
nine ponds could be surveyed as a project add-on. Plans
are anticipated to include a cover sheet, notes/details,
and SWPPPP (if required). The plans would also include
a topographic survey sheet, grading/drainage plan,
erosion control, and restoration plan and site access/
traffic control for each basin identified. In addition,
an updated cost estimate will be developed to verify
consistency between the proposed improvements
and the City’s budget. This scope assumes the City will
facilitate resident communications and mailings. WSB
can assist by providing project information summaries
and figures.
The following ponds are potentially included: BC-P1.11C,
BC-P1.11D, Minnehaha 2-3-B-2, RM-P2.2, BC-P2.4B, LL-
P10.7, CL-P1.7, LS-P3.22, and BC-P271.
2.2 – Final Design and Construction
Documents
This task includes updating preliminary design
construction documents based on input received from
project stakeholders and City staff. A final construction
cost estimate will be developed to reflect any changes
from 60% to 100% design.
It is important to note that this task does not include
negotiating site access with property owners and
obtaining temporary easements or right-of-entry,
however, we can assist with this as needed.
DELIVERABLES: BATHYMETRIC SURVEY DATA,
60% PLANS AND SPECIFICATIONS, PERMIT
APPLICATION INFORMATION, 100% PLANS/
SPECIFICATIONS
292
Approach and Methodology | 10Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
TASK 4:
Construction Administration
WSB will provide on-site construction management
during the construction of the proposed maintenance/
improvements. This will include the following activities:
• Prepare for and attend pre-construction meetings
with the City and Contractor
• Perform construction staking
• Review and approve any required submittals
• Part-time construction observation to oversee
construction operations at key points of the project
(assume 160 hours)
• Attend weekly construction meetings as needed
over the construction period
• Perform post-construction survey and provide final
as-built plans to the City in PDF and CAD format
• Prepare quantities, pay requests, change orders,
and closeout documents
• Attend the final walk-through inspection and
prepare punch list
DELIVERABLES: PAY REQUESTS, CHANGE ORDERS
(AS NECESSARY), CLOSEOUT DOCUMENTS, PUNCH
LISTS, RECORD DRAWINGS (CAD AND PDF)
TASK 3:
Bidding Services
DELIVERABLES: BID DOCUMENTS
This scope assumes the preparation of all necessary
bid documents as well as answering questions during
the bid process to help facilitate the understanding of
construction expectations. It also includes attendance
at pre-bid meetings if required, administering the
online bid opening via QuestCDN and preparing a bid
tabulation and recommendation for contract award.
293
Approach and Methodology | 11Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Project
Communications
Successful project delivery requires strong lines
of communication and collaboration, both with
the client and with the team members. WSB will
hold meetings, as detailed in task 5, to discuss
project progress, seek feedback from City staff
on proposed approach, and discuss next steps
to keep the project moving smoothly though
each project milestone.
WSB uses several technology methods to allow
for the smooth flow of information. We embrace
the development and use of new technologies
to provide the highest level of communication
between the City, WSB, and contractors.
Our team is highly trained in our in-house
project control software, Deltek, and PowerBI
project management tools. These tools
are designed to maintain effective client
communication, adjust staffing and resources,
prepare detailed reports, meet project
deadlines, and remain within schedule and
budget.
TASK 5:
Project Management and
Meetings
Project management will be performed throughout
the course of the project by WSB’s Project Manager,
Bill Alms. Project management will include attending
meetings (developing agendas, preparing handouts/
graphics, and completing minutes as necessary),
regular communication with the City and project
stakeholders, and management of the staff and budget.
This scope assumes the following meetings:
• Kickoff meeting with the City
• Meeting with City staff to review 60% Preliminary
Design Report and site plans
• Meeting with City staff to review 100% Final Design
Report and site plans
• Regular check-in calls/updates with the City Project
Manager
• Pre-application meetings with RPBCWD and/
or MCWD to confirm permitting requirements
(dependent on ponds selected for maintenance
projects)
294
Schedule | 12Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Schedule
TASK ID | TASK DESCRIPTION 2024 2025
AUG SEP OCT NOV DEC JAN FEB MAR
Contract Award -
Notice to Proceed
1.0 PREPARATION OF POND FEASIBILITY MEMORANDUMS (9 PONDS)
1.1 Sediment Sample Collection & Reporting
1.2 Sediment Sample Analysis (Pace Labs)
1.3 Develop Pond Feasibility Memo
2.0 CONSTRUCTION DOCUMENTS, PERMITTING
2.1 Bathymetric Survey of Ponds
2.2 Preliminary Design and Engineering Report
2.3 Permitting
2.4 Final Design and Engineering Report
3.0 BIDDING
3.1 Bidding Documents and Administration
4.0 CONSTRUCTION SERVICES
4.1 Construction Administration and Meetings
4.2 Construction Observation (Part-time)
4.3 Construction Staking
4.4 As-Built Survey & Record Drawings
5.0 PROJECT MANAGEMENT AND MEETINGS
5.1 Kickoff Meeting with City Staff
5.2 60% Plans and Engineering Report Review
5.3 100% Plans and Engineering Report Review
5.4 RPBCWD Pre-Application Meeting
5.5 MCWD Pre-Application Meeting
B CA
ADVERTISE BIDS OPEN BIDS COUNCIL AWARD PRECONSTRUCTION MEETINGABCD
D
Preliminary Schedule
11/5/24 11/26/24 12/9/24
The schedule below has been prepared based on information received from the City and shows the most aggressive
schedule. We will work with the City to modify the schedule as necessary to meet their needs.
Based on favorable consideration of our proposal, we would immediately schedule a kickoff
meeting and sediment sampling (within one week). Ideal conditions for pond excavation
projects are typically from January to March depending on the length of the winter season.
295
Firm Information | 13Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Firm Information
WSB’s project team is extremely proficient at completing pond assessments and maintenance projects
similar to what the City is requesting. Our project team has completed over 500 pond assessments and
over 100 successful pond maintenance projects in the last 10 years, including over a dozen projects within
the City of Chanhassen. The map below highlights the many areas where the proposed project team has
completed pond assessments and pond maintenance projects.
MississippiRiverSt.CroixRi
ver
M i n n e so t a Rive rNorthForkCrowRiver
C a nn o nRiv e rSouthForkC r o wRiverLINO LAKES
CICLE
PINES
WAYZATA
STILLWATER
NORTH
ST. PAUL
MAHTOMEDI
FRIDLEY
APPLE
VALLEY
BLAINE
BROOKLYN
CENTER
MAPLE GROVE
PLYMOUTH
HANOVER
ST. MICHAEL
COLUMBIA HEIGHTS
ST. ANTHONY
GOLDEN
VALLEY
ST. LOUIS
PARK
BLOOMINGTON
MINNETRISTA
SHOREWOOD
CHANHASSEN
VICTORIA
SHAKOPEE
& SMSC BURNSVILLE
SAVAGE
PRIOR
LAKE
LAKEVILLE
DUNDAS
ROSEMOUNT
WEST
ST. PAUL SOUTH
ST. PAUL
WOODBURY
ROSEVILLE
WYOMING
CHAMPLIN HUGO
494
694
94
94
35
35
169
10
52
10
212
12
Completed pond maintenance projects and assessments
Completed pond assessments
Completed pond maintenance projects and assessments
METRO AREA EXPERIENCE
Completed pond assessments
296
Firm Information - Project Examples | 14Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Chanhassen Pond Maintenance Projects
CLIENT: CITY OF CHANHASSEN
PROJECT DURATION: 01/2021 - PRESENT
WSB has worked with the City of Chanhassen to perform their
annual Pond Maintenance and Drainage improvement projects.
These project consist of design and construction administrative
services for several pond cleanouts and other drainage
improvements within the City of Chanhassen. Results from pond
bathymetric surveys, sediment sampling, HydroCAD modeling
updates and a review of background data are combined to create
feasibility memos for five to ten ponds each year and includes
work for ravines, rain gardens, and forebay maintenance.
Projects include extensive coordination with RPBCWD was
required to permit the improvements through the District.
Additional wetland permitting is completed each yearin line with
WCA and Army Corps of Engineers requirements. WSB leads
construction administration on the projects and has a strong
history of working through multiple challenges as they arise
during construction to keep these projects on track. Frequent
communication and documentation with the contractor and the
City are required to maintain expectations and deliver a final
project outcome all parties are comfortable with.
ENGINEERING COST: $70 - 90K ANNUALLY
CONSTRUCTION COST: $400 - 650K ANNUALLY
Brooklyn Center Pond
Maintenance Projects
CLIENT: CITY OF BROOKLYN CENTER
PROJECT DURATION: 09/2016 – PRESENT
WSB has worked with the City of Brooklyn Center since 2016 on
their annual pond maintenance projects. In 2016, WSB helped
the City develop a program that identified a five-year plan
that prioritized survey activities and subsequently prioritized
maintenance needs. The City then programmed the projects
into their CIP. Each year WSB completes bathymetric surveys
and pond assessments to determine the extent of each pond
maintenance project. Cost benefit analyses are completed to
determine the optimal amount of material to be dredged in
order to meet the stormwater needs of the City. Pond design
memos are completed that outline the cost-benefit analysis
as well as identify construction access, clearing and grubbing
needs, and permitting requirements. Sediment testing and
analysis is completed to determine the appropriate method of
disposal.
Construction plans and specifications are developed and
tailored to meet the unique characteristics of each year’s ponds.
WCA coordination, Army Corps permitting, and DNR permitting
is completed as required. Construction observation and staking
is performed to ensure the construction is consistent with
the plans and specifications and that the project achieves the
desired outcomes of the City.
ENGINEERING COST: $30-45K ANNUALLY
CONSTRUCTION COST: $150K-300K ANNUALLY
Firm Information - Project Examples
297
Firm Information - Project Examples | 15Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Burnsville Pond Maintenance Projects
CLIENT: CITY OF BURNSVILLE
PROJECT DURATION: 06/2013 – PRESENT
These projects are completed annually and generally involve
the same steps to result in a successful project. Each year
the City and WSB review the City’s priority basins to be
surveyed. Following the bathymetric surveys, it can then be
determined which basins need to be maintained and the extent
of maintenance to achieve the stormwater goals of the City.
Cost-benefit analyses are completed during the completion
of the pond design memos to determine the optimal amount
of maintenance/dredging to be completed. In addition, the
pond design memos include construction access investigation,
clearing and grubbing needs, and permitting requirements.
Sediment testing and analysis is completed to determine the
appropriate disposal requirements.
Construction plans and specifications are developed and
tailored to meet the unique characteristics of each years’
ponds. WCA coordination, Army Corps permitting, and DNR
permitting is completed as required. Construction observation
is performed to ensure the construction is consistent with
the plans and specifications and that the project achieves the
desired outcomes of the City.
ENGINEERING COST: $35-50K ANNUALLY
CONSTRUCTION COST: $350K-400K ANNUALLY
ALIMAGNET POND FILTER RETROFIT
298
Key Personnel | 16Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Bill Alms, PE
PROJECT MANAGER
Bill has 15 years of experience in water resources engineering. Bill’s experience includes
planning, design, and construction management for several regional stormwater
projects including passive treatment technologies, chemical treatment systems,
and stormwater reuse applications. Bill has designed many alternative stormwater
management devices for a variety of unique situations where standard stormwater
management techniques were not feasible. Such devices include: stormwater reuse
systems, alum treatment systems, active stormwater management systems (pump
and treat), and underground storage and treatments systems. He is also experienced
in research and inspection of municipal storm water systems, hydrologic, hydraulic,
and water quality modeling, watershed permitting submittals, and development plan
reviews.
Key Personnel
At WSB, our project approach begins with establishing a team with expertise gained from
experience with similar projects. Team members enjoy working together and collectively
tackling the challenges associated with each project.
We have provided the proposed structure of the team and capsules for key team members which detail their roles and
related experience below.
City of Chanhassen
Joe Seidl
Bill Alms, PE
PROJECT MANAGER
Kendra Fallon
GRADUATE ENGINEER
Alison Harwood
PERMITTING SPECIALIST
Sarah Loberg
CAD TECH
Dan O’Neil
FIELD TECHNICIAN
299
Key Personnel | 17Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Kendra Fallon, PE
PROJECT ENGINEER
Kendra is a Graduate Engineer with over five year of water resources engineering
experience. Kendra has experience with hydrologic and hydraulic modeling and water
quality modeling, designing and managing pond restoration projects, storm sewer
design, interpreting and reviewing for City stormwater requirements, and writing state
and local agency permit applications. She has experience working with a variety of
software including HydroCAD, GIS, P8, MIDS Calculator, Civil 3D and all Microsoft Office
programs to help meet and exceed clients’ expectations.
Alison Harwood
PERMITTING SPECIALIST
Alison is a certified wetland delineator in Minnesota (No. 1238) and has performed
numerous wetland delineations and environmental assessments across Minnesota and
the Midwest. Alison has experience completing the permit applications necessary for
pond sediment removal, including those to obtain US Army Corps of Engineers Section
404 permits, Wetland Conservation Act approvals, and Watershed District approvals.
She also has obtained DNR Public Waters Permits.
Sarah Loberg
GRADUATE ENGINEER / CAD TECH
Sara is experienced in CAD 3D surface modeling and plan production. She also has
experience taking various environmental media samples and analyzing the information.
Sarah has been responsible for writing technical reports like Environmental Site
Assessments, Limited Site Investigations, wetland delineations, SWPPPs, and final reports.
This work included gathering information via fieldwork and surveying, managing and
manipulating data, translating data into useful information via AutoCAD, GIS, and Microsoft
Office, and creating a report to give to clients. She has experience as an inspector on
projects such as road construction, environmental drilling, and landfill closures among
others. This included coordinating with contractors and project managers to provide quality
assurance and ensure standards and specifications were met.
Dan O’Neil
FIELD TECHNICIAN
Dan has over eight years of experience in WSB’s water resources group. He is the field
specialist responsible for various types of monitoring, sediment sampling, and pond/BMP
surveys. He has completed over 400 pond surveys and assessments and is extremely
thorough and takes pride in bringing accurate information from the field to the office.
300
Key Personnel | 18Proposal for 2022 Stormwater Pond Maintenance Design and Construction Administration Services
Staff Availability and Commitment
WSB recognizes that exceeding our clients’ expectations on each and every project is the single
most important factor in achieving client satisfaction. Therefore, we place maximum emphasis
on understanding the client’s needs, matching the expertise and experience of each team
member to the needs of the project, and delivering the project on time and on budget for the
scope of services that was proposed.
WSB commits that the staff members listed on the organization chart will be available to
successfully complete this project. All WSB team members are located here in the Twin
Cities metropolitan. Client and stakeholder meetings and coordination efforts will be
based from the WSB Golden Valley office location.
301
Fee | 19Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
Fee
We propose to complete the scope of work described above and under the terms outlined in the RFP for the cost listed
in the cost table below. WSB is committed to performing the work outlined in the approach section of the proposal for
the budget shown and will not perform out of scope work without prior authorization from the City. Additional services
requested by Chanhassen can be scoped (if required) using our current hourly rate sheet, shown on the following page.
TASK NO. | DESCRIPTION
PROJECT MGR.B. ALMSPROJECT ENG.K. FALLONSR. ENVIR. SCI.A. HARWOODCAD TECH.S. LOBERGFIELD INSP.D. O'NEIL2-PERSON SURVEY CREWADMINTOTAL HOURSREIMBURSABLE EXPENSESCOST
1 PREPARATION OF POND FEASIBILITY MEMORANDUMS (9 PONDS)
1.1 Sediment Sample Collection & Reporting 2 12 14 $1,728
1.2 Develop Pond Feasibility Memo 6 48 0 6 60 $10,896
Lab analytical cost of approximately $350 per sediment
sample will be passed on to the City with no mark up.$7,000
Task 1 Total Estimated Hours & Fee 6 50 6 12 0 0 74 $7,000 $12,624
2 CONSTRUCTION DOCUMENTS AND PERMITTING
2.1 Bathymetric Survey of Ponds*4 8 40 52 $6,392
2.2 Preliminary Design 12 20 50 2 84 $13,610
2.3 Final Design 8 14 25 6 53 $8,539
2.4 Permitting 8 22 2 32 $6,250
Task 2 Total Estimated Hours & Fee 20 46 22 85 40 0 8 221 $34,791
3 BIDDING SERVICES
3.1 Bidding Documents & Administration 2 4 8 14 $2,058
Task 3 Total Estimated Hours & Fee 2 4 0 0 0 0 8 14 $2,058
4 CONSTRUCTION SERVICES
4.1 Construction Administration & Meetings 12 8 20 $4,284
4.2 Construction Observation (Part-time)**2 20 160 182 $22,314
4.3 Construction Staking 2 4 20 26 $5,916
4.4 As-Built Survey & Record Drawings 2 8 16 26 $5,472
** This assumes a 6-week construction schedule for
sediment excavation of the 5 ponds.
Task 4 Total Estimated Hours & Fee 14 32 0 12 160 36 0 254 $37,986
5 PROJECT MANAGEMENT AND MEETINGS
5.1 Kickoff Meeting with the City 1 1 2 $417
5.2 60% Plans Review 1 1 2 $417
5.3 100% Plans Review 1 1 2 $417
5.4 RPBCWD Pre-Application Meeting 1 2 3 $597
5.5 MCWD Pre-Application Meeting 1 2 3 $597
5.6 On-going Project Management 15 15 $3,555
Task 5 Total Estimated Hours & Fee 20 7 0 0 0 0 0 27 $6,000
Total Estimated Hours 62 139 22 103 212 36 16 590
Average Hourly Billing Rate $237 $180 $206 $139 $114 $250 $108
Total Fee by Labor Classification $14,694 $25,020 $4,532 $14,317 $24,168 $9,000 $1,728 $93,459
TOTAL PROJECT COST (REIMBURSABLE EXPENSES NOT INCLUDED IN TOTAL PROJECT COST)$93,459
* This assumes a detailed survey will be completed for all 9 ponds based on project schedule.
**This assumes a 6-week construction schedule for sediment excavation of the 5 ponds.
302
Fee | 20Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
2024 Rate Schedule2024 Rate Schedule
WSBENG.COM
Billing Rate/Hour
SR. PRINCIPAL | SR. ASSOCIATE $249 – $265
PRINCIPAL | ASSOCIATE $184 – $237
SR. PROJECT MANAGER | SR. PROJECT ENGINEER $184 – $237
PROJECT MANAGER | PROJECT MANAGER ASSISTANT $90 – $180
PROJECT ENGINEER | GRADUATE ENGINEER $108 – $179
ENGINEERING TECHNICIAN | ENGINEERING SPECIALIST $72 – $177
LANDSCAPE ARCHITECT | SR. LANDSCAPE ARCHITECT $82 – $172
ENVIRONMENTAL SCIENTIST | SR. ENVIRONMENTAL SCIENTIST $73 – $170
PLANNER | SR. PLANNER $85 – $177
GIS SPECIALIST | SR. GIS SPECIALIST $82 – $177
CONSTRUCTION OBSERVER $110 – $143
SURVEY
Survey Office Technician $128 – $159
Drone Pilot $186
One-Person Crew $186
Two-Person Crew $250
OFFICE TECHNICIAN $64 – $140
Costs associated with word processing, cell phones and reproduction of common correspondence are included in the above hourly
rates. Vehicle mileage is included in our billing rates [excluding geotechnical and construction materials testing (CMT) serv ice
rates]. Mileage can be charged separately, if specifically outlined by contract. | Reimbursable expenses include c osts associated
with plan, specification, and report reproduction; permit fees; delivery costs; etc. | Multiple rates illustrate the varying levels of
experience within each category. | Rate Schedule is adjusted annually.
303
References | 21Proposal for 2024 Stormwater Pond Maintenance Design and Construction Administration Services
References
BURNSVILLE
Logan Vlasaty
City Engineer
952.895.4457
logan.vlasaty@burnsvillemn.gov
100 Civic Center Parkway
Burnsville, MN 55337
ROSEMOUNT
Jane Byron
Stormwater Specialist
651.322.2075
jane.byron@ci.rosemount.mn.us
2875 145th Street West
Rosemount, MN 55068
ST. LOUIS PARK
Erick Francis
Water Resources Manager
952.924.2690
efrancis@stlouispark.gov
5005 Minnetonka Blvd
St. Louis Park, MN 55416
304
2024 Stormwater Pond Maintenance Design & Construction Administration Services
Firm
Completeness of
proposal
Firm and Key
Personnel Resources Overall Score
20% 15% 15% 100%
(1-10)(1-10)(1-10)(10 pts max)
Bolton & Menk 6.5 8.0 6.5 140,026$ 4.9 5.9
WSB 9.5 7.7 7.7 97,168$ 9.6 9.0
Kimley-Horn 8.3 6.7 8.0 93,017$ 10.0 8.9
* WSB Fee adjusted to include expences and match RFP assumption of 5 ponds
Fee *(
50%
(1-10)
305
City Council Item
September 23, 2024
Item Resolution 24-XX; Joint Powers Agreement for CSAH 18/82nd Street
File No.24-06 Item No: D.12
Agenda Section CONSENT AGENDA
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves a resolution authorizing entering into a Joint Powers
Agreement with Carver County for the County State Aid Highway 18 and 82nd Street West
Improvement Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
Carver County is planning on improvements to CSAH 18 & 82nd Street West as part of the overall
Arboretum Area Transportation Plan (AATP). The project design is complete and about to be released
for bidding. Chanhassen owns portions of W 82nd Street with the City of Chaska owning other
portions. CSAH 18 (Lyman Blvd) is 100% owned by the County.
Generally speaking, County led projects typically involve a cost share with the municipality that the
Highway is located in based on their Cost Participation Policy. In this case the County, via State Grants,
are funding 100% of Chanhassen's costs for this project. This Joint Powers Agreement (JPA) formally
outlines this cost share aspect along with future maintenance responsibilities of the streets and
Highways. Carver County will be responsible for all future maintenance of CSAH 18, while the long-
term maintenance of West 82nd Street is split between Chanhassen and Chaska. A separate JPA with
Chaska has been drafted and is in final review which will come to the City Council at a future meeting
for review and approval.
306
BACKGROUND
N/A
DISCUSSION
N/A
BUDGET
The city currently has no expenses related to the construction of the project.
RECOMMENDATION
Staff recommends approval of the JPA.
ATTACHMENTS
Resolution
20240914 CSAH 18 JPA Chanhassen
307
CITY OF CHANHASSEN
CARVER COUNTY, MINNESOTA
DATE: September 23, 2024 RESOLUTION NO:2024-XX____
MOTION BY: SECONDED BY:
A RESOLUTION AUTHORIZING ENTERING INTO A JOINT POWERS AGREEMENT
WITH CARVER COUNTY FOR THE COUNTY STATE AID HIGHWAY 18/W 82ND
STREET PROJECT
WHEREAS, Carver County and Chanhassen each has the authority to construct, maintain,
repair, and improve public streets within their respective jurisdictions; and
WHEREAS, County State Aid Highway 18 (CSAH 18), also known as Lyman Boulevard,
and West 82ndStreet are duly dedicated public streets, partially located within the corporate limits of
Chanhassen; and
WHEREAS, the Parties desire to undertake a joint project involving bridge construction,
grading, aggregate base, pavement surfacing, curb & gutter, sidewalk, storm sewer, and other
incidentals; and
WHEREAS, Carver County is responsible for all costs associated with the project design
and construction except any additional items that may be requested specifically by the City that the
County does not deem necessary to carry out the scope of the Project; and
WHEREAS, the authority of the Parties to enter into a Joint Powers Agreement (JPA) is
provided by Minnesota Statutes, Section 471.59.
NOW THEREFORE, BE IT RESOLVED THAT THE CHANHASSEN CITY
COUNCIL authorizes the Mayor and City Manager to enter into a Joint Powers Agreement with
Carver Countyfor the purposes of completing the improvements to CSAH 18 and 82nd Street West.
PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of September
2024.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
YES NO ABSENT
308
JOINT POWERS AGREEMENT FOR CONSTRUCTION ON
COUNTY STATE AID HIGHWAY/COUNTY HIGHWAY 18
THIS AGREEMENT FOR CONSTRUCTION ON COUNTY STATE AID
HIGHWAY/COUNTY HIGHWAY 18, ("Agreement") shall be in effect from the date of
execution and shall continue until the completion of the Project, by and between the City of
Chanhassen (“City”), and the County of Carver ("County") (each sometimes hereinafter called
"Party" and both sometimes collectively "Parties") the Parties being governmental and political
subdivisions of the State of Minnesota.
WITNESSETH:
WHEREAS, each of the Parties has the authority to construct, maintain, repair, and
improve public streets within their respective jurisdictions; and
WHEREAS, County State Aid Highway/County Highway 18 (CSAH/CH 18) is a duly
dedicated public street, partially located within the corporate limits of City; and
WHEREAS, the Parties desire to undertake a joint project involving bridge construction,
grading, aggregate base, pavement surfacing, curb & gutter, sidewalk, storm sewer, and other
incidentals, and to share the costs of such improvement as herein provided; and
WHEREAS, the authority of the Parties to enter into this Agreement is provided by
Minnesota Statutes, Section 471.59.
NOW, THEREFORE, in consideration of the mutual promises and covenants of each to
the other contained in this Agreement and other good and valuable consideration, receipt of which is
hereby acknowledged, the Parties hereto do covenant and agree as follows:
ARTICLE I
THE AGREEMENT
Section 1.01. Purposes. The purpose of this Agreement is to define the rights and
obligations of the City and the County with respect to the Project and the sharing of the costs of the
Project.
Section 1.02. Cooperation. The City and the County shall cooperate and use their best
efforts to ensure the most expeditious implementation of the various provisions of this Agreement.
The Parties agree in good faith to undertake resolution of disputes, if any, in an equitable and timely
manner. The Project will be open to inspection of duly authorized representatives of the Parties at
any time during normal business hours and as often as reasonably deemed necessary.
Section 1.03. Relationship To Other Contracts. The City and the County acknowledge
that the Contract Documents will be entered into by the County on behalf of the Parties with respect
to the Project, and that Change Orders or other documents may be entered into by the County on
behalf of the Parties, with respect to the Project. This Agreement shall be construed so as to give
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the fullest effect to its provisions, consistent with the provisions of the other contracts and
documents referred to above.
Section 1.04. Term. The term of this Agreement shall be for a period commencing on the
date hereof and terminating on the date the Project is completed, accepted by the Parties and all
amounts owed by one Party to the other have been paid in full.
Section 1.05. Recitals. The above recitals are true and correct as of the date hereof and
constitute a part of this Agreement.
Section 1.06 Enabling Authority. Minnesota Statutes, Section 471.59, authorizes two
or more governmental units to jointly exercise any power common to the contracting Parties.
ARTICLE II
DEFINITIONS
Section 2.01. Definitions. In this Agreement the following terms shall have the following
meanings unless the context requires otherwise:
(a) Agreement: this Agreement, as it may be amended, supplemented, or restated from
time to time.
(b) Change Order: a work change order to the Contractor approved in writing, which
may be electronic, by both Parties hereto and signed by the County Representative
on behalf of the Parties authorizing a change in the work included within the
Contract Documents and/or an adjustment in the price and/or an adjustment in the
construction schedule, issued after execution of the contract for the construction of
the Project.
(c) City: the City of Chanhassen.
(d) City Representative: Charles Howley, Public Works Director / City Engineer
(e) City/County Costs: the direct and indirect costs of City and County employees
performing services on behalf of the Project, and other incidentals.
(f) Construction Phase Professional Services Costs: the fees and costs for all
professional services performed in Construction Phase Activities for the Project.
(g) Contract Documents: drawings; Engineers Estimate; specifications; general and
special conditions; addenda, if any; Change Orders; and the construction contract for
the Project; approved by the Parties, or their respective representatives.
(h) Contractor: the person or entity that is awarded the contract for the construction of
the Project.
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(i) County: Carver County.
(j) County Costs: the direct and indirect costs of City and County employees
performing services on behalf of the Project, and other incidentals.
(j) County Representative: Lyndon Robjent, P.E., Carver County Engineer.
(k) Design Phase Professional Services Costs: the fees and costs for all professional
services performed in Design Phase Activities for the Project.
(l) Engineers Estimate: the professional engineer’s opinion of probable cost prior to
the bidding of the Project, which encompasses all projected costs tabulated for each
Party.
(m) Project: bridge construction, grading, aggregate base, bituminous surfacing, curb &
gutter, trail, storm sewer, and other incidentals.
(n) Project Costs: all costs for and associated with the construction of the Project,
excluding Design Phase Professional Services Costs, Construction Phase
Professional Services Costs, and City/County Costs.
(o) Project Location: CSAH/CH 18 from Bavaria Road to TH 41, as generally
depicted in Exhibit A.
(p) Uncontrollable Circumstances: the occurrence or non-occurrence of acts or events
beyond the reasonable control of the Party relying thereon, and not the result of
willful or negligent action or inaction of the Party claiming the event as an
Uncontrollable Circumstance, that materially adversely affects the performance of
the Party claiming the event as an Uncontrollable Circumstance including but not
limited to the following:
(1) Acts of God, including, but not limited to floods, ice storms, blizzards,
tornadoes, landslides, lighting and earthquakes (but not including reasonably
anticipated weather conditions for the geographic area), riots insurrections,
war or civil disorder affecting the performance of work, blockades, power or
other utility failure, and fires or explosions.
(2) The adoption of or change in any federal, state, or local laws, rules,
regulations, ordinances, permits, or licenses, or changes in the interpretation
of such laws, rules, regulations, ordinances, permits, or licenses by a court or
public agency having appropriate jurisdiction after the date of the execution
of this Agreement.
(3) A suspension, termination, interruption, denial, or failure of renewal of any
permit, license, consent, authorization, or approval essential to the
construction of the Project.
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(4) Orders and/or judgment of any federal, state, or local court, administrative
agency, or governmental body, provided, however, that the contesting in
good faith by such Party of any such order and/or judgment shall not
constitute or be construed to constitute a willful or negligent action or
inaction of such Party.
(5) Strikes or other such labor disputes shall not be considered an Uncontrollable
Circumstance, unless such strike or labor dispute involves persons with
whom the Parties have no employment relationship and the Parties, or either
of them, cannot, using best efforts, obtain substitute performance.
ARTICLE III
ALLOCATION OF DUTIES
Section 3.01. Design Phase Activities. Concept and design phase activities, including, but
not limited to, field surveys, right of way plats, design, engineering, right of way acquisition, and
other matters, shall be completed by the Parties as follows:
See attached Exhibit B – Allocation of Duties
Section 3.02. Construction Phase Activities. Construction phase activities, including, but
not limited to, the bid process, preparation of contract documents, awarding of contract,
construction inspection and surveying and other matters, shall be completed by the Parties as
follows:
See attached Exhibit B – Allocation of Duties
Section 3.03. Contract Award. The Contract Documents shall be approved in writing,
which may be electronic, by the Parties prior to the solicitation of bids. In accordance with the
applicable provisions of Minnesota Statutes, County will cause bids to be received by it for the
construction of the Project and, subject to approval by the City if the low responsible bidder is more
than the Engineers Estimate for the City’s cost share, shall award the contract for the construction of
the Project to the lowest responsible bidder.
Section 3.04. Project Construction. Subject to Uncontrollable Circumstances, the Parties
shall cause the Project to be constructed in accordance with the Contract Documents. The City shall
have the right to review and approve of any proposed changes to the plans and specifications as they
relate to City’s cost participation prior to the work being performed.
Section 3.05. Maintenance Upon Project Completion and Final Acceptance. Highway
maintenance shall be completed by the Parties, upon project completion and final acceptance of the
Project, as follows:
The County will perform all maintenance responsibilities on all streets under the County jurisdiction
unless agreed to otherwise by a separate agreement. The City will perform all maintenance
responsibilities on all streets under the City jurisdiction unless agreed to otherwise by a separate
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agreement.
ARTICLE IV
PROJECT COST SHARING
Section 4.01. Allocation.
(a) The Project Costs for all items shall be divided between the City and County as follows:
See attached Exhibit C – Project Cost Sharing
(b) The Design Phase Professional Services Costs for all items shall be divided between the
Parties as follows:
See attached Exhibit C – Project Cost Sharing
(c) The Construction Phase Professional Services Costs for all items shall be divided
between the Parties as follows:
See attached Exhibit C – Project Cost Sharing
(d) All other costs including, but not limited to City/County Costs, shall be allocated
between the Parties as follows:
See attached Exhibit C – Project Cost Sharing
Section 4.02. Payments to Contractor. The County shall make partial progress payments
to the Contractor and, upon approval of both Parties hereto, the final payment to the Contractor in
accordance with the Contract Documents. The designated City Representative shall have the right
to approve of any Change Orders prepared by the County that affect the City’s share of the
construction cost.
The City further agrees that it will participate in the settlement of any claim from the County's
contractor for the Project that involve delays attributable to unreasonable delays in approval by the
City for plan or specification changes deemed necessary by the County Engineer or staff. The
amount of the City’s participation in any such claim shall be commensurate with the percentage of
delay directly attributable to City’s actions.
Section 4.03. Adjustments and Reconciliation. To the extent that the actual value of any
item included in an invoice cannot be accurately determined at the time of submission of the
invoice, such item shall be invoiced on an estimated basis and an adjustment shall be made to reflect
the difference between such estimated amount and the actual amount of such item on the next
invoice after determination of the actual amount.
Prior to final acceptance of the Project, the designated County representative shall provide City with
a reconciliation of all costs for the Project and the respective contributions of the Parties for the
review and approval of the Parties.
Section 4.04. Exclusive Responsibility. All aspects of application for State of Minnesota
for State and Federal Funds and the grant thereof by the State, are the exclusive responsibility of the
County, including but not limited to the investment, expenditure, and allocation of such funds. It is
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specifically agreed that any interest on the investment of any such funds is the sole property of the
County, to use as the County shall see fit.
Section 4.05. Payment to County. The City agrees to reimburse the County for costs
incurred, pursuant to Section 4.01. Unless previously deposited as provided herein, the City is
responsible to pay these monies to the County within thirty (30) days of being invoiced for costs
incurred or services performed. Costs will be invoiced monthly and upon final acceptance of the
Project by the Parties, unless an alternate schedule is mutually agreed upon in writing by the
authorized representatives of the Parties.
Section 4.06. Payment to City. The County agrees to reimburse the City for costs
incurred, pursuant to Section 4.01. The County is responsible to pay these monies to the City within
thirty (30) days of being invoiced for costs incurred or services performed. Costs will be invoiced
monthly and upon final acceptance of the Project by the Parties, unless an alternate schedule is
mutually agreed upon in writing by the authorized representatives of the Parties.
ARTICLE V
GENERAL PROVISIONS
Section 5.01. Notices. All notices or communications required or permitted pursuant to
this Agreement shall be either hand delivered or mailed to City and County, certified mail, return-
receipt requested, at the following address:
City: Charles Howley, PE
Public Works Director / City Engineer
City of Chanhassen
7700 Market Blvd.
Chanhassen, MN 55317
County: Lyndon Robjent, PE
County Engineer
Carver County Public Works
11360 Hwy 212 West, Suite 1
Cologne, MN 55322
Either Party may change its address or authorized representative by written notice delivered to the
other Party pursuant to this Section 5.01.
Section 5.02. Counterparts. This Agreement may be executed in more than one
counterpart, each of which shall be deemed to be an original but all of which taken together shall be
deemed a single instrument.
Section 5.03. Survival of Terms, Representations and Warranties. The representations,
warranties, covenants, and agreements of the Parties under this Agreement, and the remedies of
either Party for the breach of such representations, warranties, covenants, and agreements by the
other Party shall survive the execution and termination of this Agreement. The terms of Sections
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3.05, 5.14, 5.15, 5.16 and 5.17 shall survive the expiration, termination or withdrawal from this
Agreement.
Section 5.04. Non-Assignability. Neither the City nor the County shall assign any interest
in this Agreement nor shall transfer any interest in the same, whether by subcontract, assignment or
novation, without the prior written consent of the other Party. Such consent shall not be
unreasonably withheld.
Section 5.05. Alteration. It is understood and agreed that the entire Agreement between
the Parties is contained herein and that this Agreement supersedes all oral agreements and
negotiations between the Parties relating to the subject matter hereof. All items referred to in
this Agreement are incorporated or attached and are deemed to be part of this Agreement. Any
alteration, variation, modification or waiver of the provisions of the Agreement shall be valid only
after it has been reduced to writing and duly signed by all Parties.
Section 5.06. Waiver. The waiver of any of the rights and/or remedies arising under the
terms of this Agreement on any one occasion by any Party hereto shall not constitute a waiver or
any rights and/or remedies in respect to any subsequent breach or default of the terms of this
Agreement. The rights and remedies provided or referred to under the terms of this Agreement are
cumulative and not mutually exclusive.
Section 5.07. Severability. The provisions of this Agreement are severable. If any
paragraph, section, subdivision, sentence, clause or phrase of this Agreement is for any reason held
to be contrary to law, or contrary to any rule or regulation having the force and effect of law, such
decision shall not affect the remaining portions of this Agreement.
Section 5.08. Interpretation According to Minnesota Law. The Laws of the State of
Minnesota shall apply to this Agreement.
Section 5.09. Final Payment. Before final payment is made to the Contractor, the
Contractor shall provide a certificate of compliance from the Commissioner of Revenue certifying
that the Contractor and any out-of-state subcontractors have complied with the provisions of
Minnesota Statutes, Section 290.92.
Section 5.10. Headings. The headings to the various sections of this Agreement are
inserted only for convenience of reference and are not intended, nor shall they be construed, to
modify, define, limit, or expand the intent of the Parties as expressed in this Agreement.
Section 5.11. Further Actions. The Parties agree to execute such further documents and
take such further actions as may reasonably be required or expedient to carry out the provisions and
intentions of this Agreement, or any agreement or document relating hereto or entered into in
connection herewith.
Section 5.12. Parties in Interest. This Agreement shall be binding upon and inure solely
to the benefit of the Parties hereto and their permitted assigns, and nothing in this Agreement,
express or implied, is intended to confer upon any other person any rights or remedies of any nature
315
Page | 8
under or by reason of this Agreement.
Section 5.13. Employees. It is further agreed that any and all full-time employees of
County and all other employees of said County engaged in the performance of any work or
services required or provided for herein to be performed by the County shall be considered
employees of County only and not of City and that any and all claims that may or might arise
under Workman’s Compensation Act of the State of Minnesota on behalf of said employees
while so engaged and any and all claims made by any third Parties as a consequence of any act
or omission on the part of County employees while so engaged on any of the work or services
provided to be rendered herein shall be the sole obligation and responsibility of County.
It is further agreed that any and all full-time employees of City and all other employees of said
City engaged in the performance of any work or services required or provided for herein to be
performed by City shall be considered employees of City only and not of County and that any
and all claims that may or might arise under Workman’s Compensation Act of the State of
Minnesota on behalf of said employees while so engaged and any and all claims made by any
third Parties as a consequence of any act or omission on the part of said City employees which so
engaged on any of the work or services to be rendered herein shall be the sole obligation and
responsibility of City.
Section 5.14. Indemnification. The Parties’ total liability under this Agreement shall be
governed by Minn. Statutes, Section 471.59, Subd. 1a.
Each Party agrees that it will be responsible for the acts or omissions of its officials, agents, and
employees, and the results thereof, in carrying out the terms of this Agreement, to the extent
authorized by law and shall not be responsible for the acts/omissions of the other Party and the
results thereof. For purposes of determining total liability for damages, the participating
governmental units are considered to be a single governmental unit, the total liability of which
shall not exceed the limits for a single governmental unit as provided in Minn. Statutes, Section
466.04, Subd. 1.
Each Party agrees to defend, hold harmless, and indemnify the other Party, its officials, agents,
and employees, from any liability, loss, or damages the other Party may suffer or incur as the
result of demands, claims, judgments, or cost arising out of or caused by the indemnifying
Party’s negligence in the performance of its respective obligations under this Agreement. This
provision shall not be construed nor operate as a waiver of any applicable limitation of liability,
defenses, immunities, or exceptions by statute or common law.
To the full extent permitted by law, actions by the Parties pursuant to this Agreement are
intended to be and shall be construed as a "cooperative activity" and it is the intent of the Parties
that they shall be deemed a "single governmental unit" for the purposes of liability, all as set
forth in Minnesota Statutes, Section 471.59, Subd. la(a); provided further that for purposes of
that statute, each Party to this Agreement expressly declines responsibility for the acts or
omissions of the other Party.
The Parties of this Agreement are not liable for the acts or omissions of the other participants to
316
Page | 9
this Agreement except to the extent to which they have agreed in writing to be responsible for
acts or omissions of the other Parties.
Section 5.15. Records – Availability and Access
A. Pursuant to Minnesota Statutes, Section 16C.05, Subd. 5, the City agrees that the County,
the State Auditor, or any of their duly authorized representatives at any time during
normal business hours and as often as they may reasonably deem necessary, shall have
access to and the right to examine, audit, excerpt, and transcribe any books, documents,
papers, records, etc., which are pertinent to the accounting practices and procedures of
the City and involve transactions relating to this Agreement.
City agrees to maintain these records for a period of six years from the date of
termination of this Agreement.
B. Pursuant to Minnesota Statutes, Section 16C.05, Subd. 5, the County 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 County and involve transactions relating to this Agreement.
County agrees to maintain these records for a period of six years from the date of
termination of this Agreement.
Section 5.16. Data Practices. Each Party, its employees, agents, owners, partners, and
subcontractors agree to abide by the provisions of the Minnesota Government Data Practices
Act, Minnesota Statutes, Chapter 13 and implementing regulations, if applicable, and all other
applicable state and federal laws, rules, regulations and orders relating to data privacy or
confidentiality, and as any of the same may be amended.
Section 5.17. Nondiscrimination. During the performance of this Agreement, the City
and the County agree to the following: No person shall, on the grounds of race, color, religion,
age, sex, disability, marital status, public assistance status, criminal record, creed or national
origin be excluded from full employment right in, participation in, be denied the benefits of or be
otherwise subjected to discrimination under any and all applicable Federal and State laws against
discrimination.
Section 5.18. Default and Withdrawal. Default in this Agreement may occur when a
Party fails to perform any of the provisions of this Agreement or so fails to administer the work
as to endanger the performance of the Agreement. Unless the Party’s default is excused by the
non-defaulting Party, the non-defaulting Party may, upon written notice to the defaulting Party
representative listed herein, cancel this Agreement in its entirety as indicated below.
Any Party may withdraw from this Agreement with or without cause by providing thirty (30)
days’ prior written notice to the other Parties herein. Only the governing bodies of the
Participating Parties have authority to act pursuant to this provision of the Agreement.
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Page | 10
Each Party to this agreement reserves the right to withdraw from and cancel this agreement
within 30 days from the opening of bids for the project in the event either or both Parties
consider any or all bids unsatisfactory; the withdrawal from or cancellation of the agreement to
be accomplished by either or both Parties within 30 days of opening of bids by serving a written
notice thereof upon the other, unless this right is waived by both Parties in writing.
Section 5.19. Third Party. This Agreement does not create any rights, claims or benefits
inuring to any person that is not a Party hereto nor create or establish any third Party beneficiary.
318
Page | 11
IN TESTIMONY WHEREOF, The Parties hereto have caused these presents to be executed.
City of Chanhassen, Minnesota
Mayor
Date:
Attest:
Administrator/City Manager
Date:
County of Carver, Minnesota
County Board Chair
Date:
Attest:
County Administrator
Date:
Approved As To Form:
County Attorney
Date:
319
UniversityOf MinnesotaLandscape Arboretum
McKnight LakeLake Bavaria
LakeMinnewashta
8 2 n d S t r e e t W estRo
lli
n
g
Ac
r
e
s
RoadBavaria Road
Æÿ18
Æÿ18
Æÿ13
!(41
!(5
Chanhassen
LaketownTownship
Victoria
Chaska
Project Location Map
This map was created using a compilation of
information and data from various City, County,
State, and Federal offices. It is not a surveyed or
legally recorded map and is intended to be used
as a reference. Carver County is not responsible
for any inaccuracies contained herein.
1 inch = 2,000 feet
Public Works Division
11360 Hwy 212, Suite 1
Cologne, MN 55322
(952) 466-5200
Created: 8/28/2024
Project Location
Beginning of Project
End of Project
Exhibit A
Bavaria RoadBig WoodsLake
A rbo re t u m B o u le v a rd HazeltineBoulevardChestnutStreetNorthMcKnight Road320
CSAH 18 Project
Exhibit B – Allocation of Duties
Design Phase Activities
County will complete all concept and design phase activities of the Project and procure necessary
Design Phase Professional Services.
The County shall notify the City, no later than fourteen (14) days prior to county board action to
approve of eminent domain, if the land acquisition for the Project cannot be acquired by direct
purchase. City does not object to the County, subject to authorization from its County Board,
from acquiring any land that cannot be acquired by direct purchase through the eminent domain
process under Minnesota Statutes Chapter 117. Subject to authorization from its County Board,
City does not object to the County exercising the power of eminent domain related to the Project
in the County’s name. The County shall not exercise the power of eminent domain related to the
Project in the City’s name.
Construction Phase Activities
County will complete all construction phase activities of the Project and procure necessary
Construction Phase Professional Services, except that City will provide for the construction
inspection services for all City utilities constructed with the Project.
321
CSAH 18 Project
Exhibit C – Project Cost Sharing
County and City agree to cost share as follows:
Project Costs
The County and City agree to cost share Project Costs in accordance with the following:
1. The County has secured State General Obligation Bonds and State General Funds for this
Project. It is mutually agreed by the Parties that the County shall use these funds for
eligible project costs.
2. The County will cover costs above the state funding amounts for this project.
3. The County will be responsible for all right of way acquisition costs.
4. The County agrees to pay for all City improvements that are included in the Project
construction plans. The City will be responsible for any additional items or cost during
construction that come at the request of the City that the County does not deem necessary
to carry out the scope of the Project. The Engineers Estimate and any Change Orders
will show such City requested improvement costs for City approval.
Design Phase Professional Services Costs
The County is responsible for the Design Phase Professional Services Costs except for any City
requested improvements which will be prorated by construction cost share.
Construction Phase Professional Services Costs
The County is responsible for the Construction Phase Professional Services Costs except for any
City requested improvements which will be prorated by construction cost share.
Other Costs
The County is responsible for Other Costs except for any City requested improvements which
will be prorated by construction cost share.
1. The City agrees to not bill County for direct and indirect internal staff costs for the
Project in order to support the City administration and City utility inspection of the
project for City.
322
City Council Item
September 23, 2024
Item Ordinance XXX: Amending Chapter 2 of Chanhassen City Code Relating to
Compensation of City Council
File No.Item No: D.13
Agenda Section CONSENT AGENDA
Prepared By Kelly Grinnell, Finance Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves the ordinance amending chapter 2 of the Chanhassen City
Code relating to Compensation of City Council."
Motion Type Simple Majority Vote of members present
Strategic
Priority Financial Sustainability
SUMMARY
On December 8, 2014, the Chanhassen City Council adopted Ordinance No. 601, which amended
Section 2-1 of the Chanhassen City Code relating to compensation of the city council. The ordinance
established a base salary for 2017 and bi-annual adjustments to increase the salaries by the percentage
increase contained in the Compensation Limit for Local Government Employees annually published by
the Minnesota Office of Management and Budget, pursuant to Minn. Stat. § 43A 17.
In 2023, the Minnesota Legislature eliminated the compensation limits for local government employees,
so there is no longer a published index by which to increase city council compensation.
Staff recommends adoption of the attached ordinance, which sets the 2025 monthly salaries for the
mayor and council members at $925.00 and $740.00, respectively. The monthly salaries for 2024 are
$871.63 for the mayor and $697.30 for council members. To arrive at the proposed new salary, staff
increased the 2024 amounts by six percent (6%), based on 3% cost of living adjustments for two years,
323
and rounded to the nearest five-dollar increment.
The ordinance establishes a new index for increases to city council salaries. Salaries would be increase
annually based on the cost-of-living adjustment given to full-time city employees for the corresponding
budget year.
An ordinance changing city council salaries cannot take effect until after a municipal election, so to set
salaries for 2025, the ordinance needs to be adopted and published prior to the November 5, 2024,
election.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends the city council adopt the Ordinance Amending Chapter 2 of the Chanhassen City
Code Relating to Compensation of City Council.
ATTACHMENTS
Ordinance Amending City Council Compensation
324
Page 1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 2 OF
THE CHANHASSEN CITY CODE RELATING
TO COMPENSATION OF CITY COUNCIL
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA,
ORDAINS:
SECTION 1.Section 2-1 of the Chanhassen City Code - Compensation of City Council
is hereby amended to read as follows:
Section 2-1 Compensation of City Council
1. City council members shall receive a salary of $740.00 per month for the calendar
year 2025. The mayor shall receive a salary of $925.00 per month for calendar year
2025.
2. The mayor and council members shall also receive $50.00 for each meeting, other
than regularly scheduled council meetings, that they attend on behalf of the city, but
not more than $150.00 per calendar month.
3.Salary review. Beginning in 2026, the salaries in subsection 1 of this section must be
adjusted with an effective date of January 1 each year. The salaries must equal the
amount from the prior year, increased by the percentage increase of the cost-of-living
adjustment city employees will receive for the corresponding budget for that calendar
year.
SECTION 2.This ordinance shall be effective on January 1, 2025.
PASSED AND ADOPTED this 23rd day of September 2024 by the City Council of the
City of Chanhassen, Minnesota.
ATTEST:
Jennifer Potter, City Clerk Elise Ryan, Mayor
(Published in the Minnetonka Sun Sailor on )
325
City Council Item
September 23, 2024
Item Ordinance XXX: Amending Chapter 10 of the Chanhassen City Code Relating
to Regulation of Lawful Gambling
File No.Item No: D.14
Agenda Section CONSENT AGENDA
Prepared By Kelly Grinnell, Finance Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The City Council approves the ordinance amending Chapter 10 of the Chanhassen City Code
Relating to Regulation of Lawful Gambling."
Motion Type Simple Majority Vote of members present
Strategic
Priority Financial Sustainability
SUMMARY
Chapter 10, Section 162, of the Chanhassen City Code requires licensed charitable gambling
organizations to contribute ten percent (10%) of net profits to the city. The city uses these funds
pursuant to Minn. Stat. § 349.12 Subd. 7a for lawful purchases of fire department equipment.
The code as currently written requires monthly payments to the city but does not address what happens
in the event an organization has a net loss in any given month.
The attached ordinance provides clarity in the event an organization has a net loss in any given month.
It allows organizations to subtract net loss (losses) from subsequent months with a net profit.
BACKGROUND
326
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends the City Council ordinance amending Chapter 10 of the Chanhassen City Code
Relating to Regulation of Lawful Gambling.
ATTACHMENTS
Ordinance Amending Contribution of Net Profits from Charitable Gambling
327
Page 1
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
ORDINANCE NO. XXX
AN ORDINANCE AMENDING CHAPTER 10 OF
THE CHANHASSEN CITY CODE RELATING
TO REGULATION OF LAWFUL GAMBLING
THE CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA, ORDAINS:
SECTION 1.Section 10-162 of the Chanhassen City Code – Contribution of Net Profits to
Fund Administered by City is hereby amended to read as follows:
Section 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 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 monthly, due within fifteen days of the end of each
month.
(c) If the organization has a net loss in any given month, that net loss may be subtracted from the
next month(s) which has/have a net profit for purposes of computing the ten percent (10%)
contribution to the city.
(d) 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.
(e) An organization that conducts gambling of fewer than five days in a calendar year is exempt
from the requirements of this section.
SECTION 2.This ordinance shall be effective immediately upon its passage and publication.
PASSED AND ADOPTED this 23rd day of September 2024 by the City Council of the City of
Chanhassen, Minnesota.
ATTEST:
Jennifer Potter, City Clerk Elise Ryan, Mayor
(Published in the Minnetonka Sun Sailor on )
328
City Council Item
September 23, 2024
Item Citizen Action Request: Judy Harder
File No.Item No: E.1
Agenda Section VISITOR PRESENTATIONS
Prepared By Jenny Potter, City Clerk
Reviewed By a58c80e6-e216-433d-9b58-18467c8394a0
SUGGESTED ACTION
None
Motion Type N/A
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Judy Harder Citizen Action Request Form September 23, 2024
329
Complete this form and submit it prior to the City Council meeting date you wish to present your request.
The City of Chanhassen invites citizens to submit a request in their native or preferred language. Upon doing so, the city will utilize its resources and do everything in its
power to translate the request appropriately.
Select City Council Meeting date you would like to attend:
09/23/2024
In 2024, the Chanhassen City Council meets on the second and fourth Mondays of each month.
Printable 2024 City Meeting Calendar
View and/or print this calendar to assist with determining when city council meetings are held in order to make your date selection above.
Resident Information
* Name
Judy Harder
* Address
* Phone
* Email
Council Action Requested
* Provide a brief description of the action you are requesting from the City Council.
I would like to propose a gift of a tree to residents or commercial properties from the city for all the trauma and inconvenience the reconstruction of streets north of 78th
street has been for this summer.
Summary of Information
* Provide a narrative of the request including need, costs, timetable, background, etc.
I don't have all the details, but would like to work with someone at the city regarding such a proposal. I'd have matching dollars for maybe 40+ bareroot trees or so. There
would need to be a small buy-in fee & contract between resident/owner and the city to take care of the tree/s...as in watering needs, etc. This would be proposed for 2025
and plantings in the spring of 2026. Requests would be reviewed and homes/properties visited before being approved. An approved listing of trees that are pollinator
friendly and climate-ready would be made available. I know there are a bunch of hurdles but I think we could all be track stars?
What Happens Next?
Immediately upon submission of this form, staff will be notified by email and will provide copies to the City Council prior to the selected meeting date.
Contact
Questions? Contact City Clerk Jenny Potter at 952-227-1107 or by email.
Page | 1 330
City Council Item
September 23, 2024
Item Receive Second Quarter Economic Development Activity Report
File No.Item No: I.1
Agenda Section ADMINISTRATIVE PRESENTATIONS
Prepared By Sam DiMaggio, Economic Development Manager
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Second Quarter 2024 Economic Development Report."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The staff has compiled a quarterly report which highlights a summary of the activities of the Economic
Development Department.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends the City Council receive and approve the Second Quarter 2024 Economic
331
Development Report.
ATTACHMENTS
2nd Quarter Economic Development Report
332
2024 Economic
Development Activity
2nd Quarter
1
MEETING TYPE 1ST
QUARTER
2ND
QUARTER
3RD
QUARTER
4TH
QUARTER
TOTAL
YTD
Businesses 6 4 10
Non-Profits & Government 4 1 5
Entrepreneurs 2 1 3
Brokers/Developers 6 6 12
TOTAL INDIVIDUAL MEETINGS 18 12 30
ON-SITE VISITS
1st Quarter Thaliwala, Positive Presence, Sharlene Downs State Farm Insurance, the Bernard Group, and
Nicolet Bank.
2nd Quarter Thaliwala, Chanhassen Neighbor, and Gina Marias
3rd Quarter
4th Quarter
SUMMARY OF BUSINESS VISITS
1st Quarter
While working on growth and establishment in the community, local businesses are
managing hurdles like marketing strategies, employee dynamics, high interest rates,
and other obstacles.
2nd Quarter
Local businesses in Chanhassen, whether starting up or relocating, are facing challenges in
finding available spaces—especially if they want to own their buildings. With the local
newspaper's closure, I'm continuing to help businesses explore creative ways to market their
locations and services.
3rd Quarter
4th Quarter
333
2024 Economic
Development Activity
2nd Quarter
2
NEW CHANHASSEN BUSINESSES
1st Quarter The Great Frame Up
2nd Quarter Fastest Labs
3rd Quarter
4th Quarter
TOP FIVE REQUESTED
ASSISTANCE 1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER TOTAL
YTD
Property Development 9 5 14
Site Location 6 12 18
Strategic/Business Planning 4 4 8
Start-up 2 1 3
Grants, general 1 2 3
334
City Council Item
September 23, 2024
Item Name and Address Memo
File No.Item No: J.1
Agenda Section CORRESPONDENCE DISCUSSION
Prepared By Matt Unmacht, Assistant City Manager
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Communications
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Name and Address Memorandum
335
MEMORANDUM
TO: Chanhassen City Council
FROM: Matt Unmacht, Assistant City Manager
DATE: September 10th, 2024
RE: Name and Address at Public Meetings
This memo serves as an update regarding the request to remove the requirement for those
wishing to speak at visitor presentations at City Council meetings to provide their name and
address.
Staff presented this issue to the City Attorney, Andrea McDowell Poehler. According to
Andrea, there is no specific state statute that requires public commenters to state their name
and address. However, she recommends keeping that requirement so that the City can
adequately respond to the person’s request and for the Council to be aware of the direct nature
of what someone may be speaking about. The individual’s residence may be necessary to
determine the impact of a project on the individual or how the person is knowledgeable of a
particular area based on their proximity.
Andrea does not know of any cities that do not require a name and address for a person
speaking at public comment or a public hearing. She also added that much of the information
is available online and/or through property records.
Please feel free to reach out if you have any further questions:
MUnmacht@chanhassenmn.gov, 952-227-1118.
336
City Council Item
September 23, 2024
Item Letter to Property Owners - 2024 City Pavement Rehab Project
File No.24-01 Item No: J.2
Agenda Section CORRESPONDENCE DISCUSSION
Prepared By Stacy Osen, Administrative Support Specialist
Reviewed By Charlie Howley
SUGGESTED ACTION
FYI only
Motion Type N/A
Strategic
Priority Communications
SUMMARY
The attached letter was sent via US Mail on 9/11/24 to property owners within the Chan View and Del
Rio areas of the 2024 City Pavement Rehab Project. The letter was not sent to the Stone Creek area
residents. A copy of the previously mailed Construction Newsletter was also included along with five
(5) complimentary Rec Center passes per address.
BACKGROUND
This letter was mailed out due to the challenges that have occurred during construction of the project to
date.
DISCUSSION
N/A
BUDGET
337
N/A
RECOMMENDATION
N/A
ATTACHMENTS
Letter with attached Construction Newsletter-mailed September 11, 2024
338
Dear Residents of the 24-01 Street Project Area,
I want to begin by sincerely thanking you for your patience throughout the duration of this
challenging project. Your cooperation and understanding have been greatly appreciated during
what has been an unusually difficult construction season.
As you may be aware, Chanhassen has experienced the highest amount of rainfall recorded
during a summer season, which has caused significant delays to the contractors' projected
schedule. The rain, combined with the clay soils in our area, has exacerbated these delays,
making it even more difficult to proceed as planned.
Despite these challenges, we anticipate completing all the work that has been started this
construction season. Typically, the construction season wraps up in mid-November, and to stay
on track, the contractor has taken additional steps. They have adjusted the scope of Phase 3,
added a new Phase 4, deployed a third utility crew to accelerate progress, and will also be
working on Saturdays to facilitate timely completion. This is in addition to having two grading
crews on-site working on rebuilding the roadways after the utility work is completed in an area.
Concrete and paving work will follow the grading crews.
To assist with the project and help the contractor work as efficiently as possible, we kindly ask
for your cooperation in the following ways:
• Access to and from your driveways each day is not guaranteed. You will be notified
when access needs to be restricted during regular working hours. Please park cars away
from the construction area during the day to allow the contractors to work swiftly. You
will have access to your driveway at the end of each workday. If that is not the case in a
limited instance, you will receive specific communication in advance.
• If you have any unique access needs, please communicate them to the project managers
as soon as possible so that we can address them proactively.
Additionally, the city sends a weekly project update by email with more specific information for
residents. If you are not already signed up for these updates, please visit our website to subscribe
or call 952-227-1100 and provide your email address to be added.
As a token of our appreciation for your inconvenience, we are enclosing complimentary passes
to the Chanhassen Rec Center. The Rec Center offers open gym hours and a fitness center.
We want to assure you that we are taking every measure to ensure the work being done is high
quality. The project is inspected throughout the construction process and will undergo a final
inspection before being put into service. A punch list will be created before substantial
completion is declared, and a two-year warranty period will follow to address any issues that
may arise after completion.
As a reference we are including a copy of the construction newsletter that was mailed to property
owners prior to the start of construction in May. Some of the information in the newsletter has
339
been updated since it was mailed, but there is still some information you may find helpful. If
you have any questions or concerns during the project, please feel free to contact:
• David Carpenter, Lead Project Inspector (on-site), at 231-920-0998 (cell) or
david.carpenter@kimley-horn.com
• Bob Schmidt, Construction Manager, at 651-308-3805 (cell) or
bob.schmidt@kimley-horn.com
Thank you again for your continued cooperation and patience.
Sincerely,
George Bender
Assistant City Engineer
340
PROJECT STATUS
• If you have any questions during construction,
please contact one of the Staff listed above. The
first point of contact should be David Carpenter, the
Lead Inspector on the project.
• Check out the City’s website for weekly updates
during the construction season:
http://www.chanhassenmn.gov Look for the ‘2024
City Pavement Rehabilitation Project’ page under
Projects, Street Projects.
• We highly recommend you sign up for weekly
construction email updates on the project website
through the Subscribe button.
CONSTRUCTION AREAS ARE VERY DANGEROUS
• Roads under construction will remain open to thru
traffic, but parts of the roadway will be used for
construction staging. Use caution. Please follow
pedestrian detours.
• Please stay away from equipment, materials, and
trenches whenever possible. Be especially careful
to keep children away from these areas.
• Please be aware that some street lights may need
to be taken down during construction. Please limit
walking through the project limits in the dark.
• Although construction can be a hindrance, access
to your property will be maintained to the fullest
extent possible. Notice will be provided via direct
contact or door hangers if access will be limited.
We appreciate your cooperation.
• Survey stakes and utility locate flags/markings are
important for project progress. Survey stakes may
be placed within the yards as offset stakes and are
typically not an indication of the exact location of
a proposed utility. Please preserve them for the
duration of the project.
• This project may include work on Saturdays.
Normal working hours are 7am – 6pm M-F, and
9am – 5pm on Saturday. The contractor may
request working hour extensions. During working
hours, you may not have access to your driveway,
but this will be coordinated in advance. Nearby
parking on the street will be coordinated during
these days and times.
• Please observe posted warning signs. They are
there for both your and the workers’ safety!
AN IMPORTANT MESSAGE
REGARDING CONSTRUCTION
The 2024 City Pavement Rehabilitation Project is
starting in your neighborhood.
Please help us reduce the inconvenience caused by
this project by observing the following items.
2024 City Pavement Rehabilitation Project
#24-01
The Project Area’s Estimated Schedule is:
Listed on the back of this page—Please
keep in mind, these dates could change.
The Prime Contractor is:
Park Construction
The Lead Project Inspector is:
David Carpenter
231-920-0998 (cell)
david.carpenter@kimley-horn.com
The Construction Manager is:
Bob Schmidt
651-308-3805 (cell)
bob.schmidt@kimley-horn.com
The City’s Project Manager is:
George Bender, Assistant City Engineer
952-227-1164 (office)
gbender@chanhassenmn.gov
341
BEWARE OF UNEVEN ROAD SURFACES,
DUST & MUD
• The street may be rough and have areas where the
surfacing has been removed.
• When the weather is dry, dust may become a
problem. Driving slowly will reduce the amount of
dust that is created. The contractor will also water
streets to reduce dusty conditions.
• In wet weather, muddy conditions may exist. We
will try to reduce these areas as much as possible,
but please use caution if these conditions arise.
REMOVED DRIVEWAYS, CURB AND GUTTER,
AND TRAILS
• Driveway sections near the street, and curb and
gutter, may need to be removed and replaced.
• If the City removes a segment of your driveway, we
will replace the segment in kind (i.e., blacktop
driveways will be replaced with blacktop).
• Concrete replacement sections will require at least
3 - 7 days to gain enough strength before it can be
driven on. You may need alternate parking
arrangements while the concrete cures. The
contractor will provide at least 48 hours notice if
your access will be limited.
• If you plan to hire a contractor to perform work on
your property (driveway, landscaping, roofing,
remodeling, etc…), please contact the project
inspector as soon as possible so that construction
activities can be coordinated.
DISTURBED FRONT YARDS
• Your front yard may be disturbed within the right-
of-way. Plants and landscaping within the right of
way may be disturbed or removed during
construction activities. Please plan to
move/transplant any landscape items prior to
construction. The contractor will restore the
disturbed areas after the paving is complete.
• Please mark out any sprinkler systems, electrical
lighting, or invisible pet fences that may be buried
in the right-of-way. Damage to sprinkler systems
will be repaired at the end of construction.
Pet fences will be temporarily repaired until the
final repair can take place. The property owner is
responsible for relocating or any interim repairs to
keep their system functional during the summer.
COORDINATION
• The Contractor has been coordinating with
garbage haulers in your area and any schedule
impacts that arise will be communicated to you.
• The Contractor will work with the Post Office as
needed, to coordinate mail service. Any
adjustment to the mail delivery or pick-up location
will be communicated to affected properties.
• The city has been coordinating with the School
District regarding bus routes and pickups. They will
reach out to you directly with any impacts.
• The city also maintains communication with
emergency services throughout the project.
WORK AHEAD OF CONSTRUCTION
• There may be work in each area ahead of the start
date. Consisting of utility locating, erosion control
installation, surveying, and some minor
construction, planning, etc. There will be spray
painting on pavement, curb, and in the boulevard
area with flags and survey stakes placed ahead of
construction. The City requests that property
owners do not remove the flags or survey stakes.
ESTIMATED SCHEDULE/PROJECT COMPLETION
• This project is divided into three areas.
• Here are the estimated construction dates for
each area:
o Stone Creek May 10 – Jul 24
o Del Rio May 10 – Jun 24
o Chan View Jun 24 – Sep 24
o 76th/Kiowa Aug 24 – Nov 5
o Pond Cleanout Dec 24 – Apr 25
The schedule may vary slightly due to weather,
crew/material availability, etc. Substantial completion
is planned to be early November, 2024 and final
completion is June 30, 2025.
THANK YOU FOR YOUR PATIENCE
DURING THIS PROJECT.
342
City Council Item
September 23, 2024
Item Chanhassen Bluffs Flyer
File No.Item No: J.3
Agenda Section CORRESPONDENCE DISCUSSION
Prepared By Amy Weidman, Senior Admin Support Specialist
Reviewed By Amy Weidman
SUGGESTED ACTION
No formal action is required.
Motion Type N/A
Strategic
Priority Communications
SUMMARY
Chanhassen Bluffs flyer
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
343
Chanhassen Bluffs Flyer
344
Chanhassen
Untitled layer
CHANHASSEN RECREATION CENTER
CHANHASSEN CIVIC CAMPUS
THE FUTURE CHANHASSEN BLUFFS COMMUNITY CENTER
As part of the general election on
November 5, 2024, Chanhassen voters
will consider a one-half percent (0.5%)
local option sales tax to help finance
the creation of the Chanhassen Bluffs
Community Center.
VOTE ON THE FUTURE OF THE
CHANHASSEN BLUFFS COMMUNITY CENTERPOSTAGE
ADDRESS
The proposed
300,000-square-foot
facility is planned for the
southeast corner of the
Avienda Development,
located at the intersection
of Highway 212 and
Powers Boulevard.
HOW WAS THE PLAN DEVELOPED?
Work on this concept began with the
2017 Parks and Recreation System Plan.
Extensive community engagement and
broad participation demonstrated that
residents had a strong desire for an
indoor walking track, indoor ice, and
an expanded community center.
To further refine priorities, the city
convened a Parks Referendum Task Force
in 2022 that was made up of a diverse
group of residents, representatives from
local sports associations and community
leaders with a shared commitment to en-
hancing the city’s parks and recreational
spaces. After receiving valuable input
from residents, city leaders put forth
an investment plan to construct a new
community center that meets the needs
of our growing community. –VOTEVOTE
EARLY
MAIL
VOTE
HERE IS HOW THE QUESTION WILL APPEAR ON
YOUR BALLOT ON NOVEMBER 5
SALES AND USE TAX FOR CHANHASSEN BLUFFS COMMUNITY
CENTER. Shall the City of Chanhassen impose a one-half of one
percent (0.5%) sales and use tax for up to 20 years or until $40
million is collected, plus the cost of issuing bonds, to finance
the construction of a new Chan Rec Center, which is expected
to include an indoor walking track, indoor ice facilities, indoor
playground, indoor fieldhouse, and expanded community center
amenities, as outlined in the Chanhassen Bluffs Community
Center project plan?
WHAT DOES YOUR VOTE MEAN?
The one-half percent (0.5%) local option sales
tax is approved and the Chanhassen Bluffs
Community Center project will be built.
The one-half percent (0.5%) local option sales
tax is not approved and the Chanhassen Bluffs
Community Center project will not proceed.
VOTE NO
VOTE YES
www.ChanhassenMN.gov/ChanhassenBluffs
VOTE EARLY IN PERSON:
Residents may vote early in person at the Carver County Government Center
beginning on Friday, Sept. 20 and continuing through Monday, Nov. 4.
The building will be open to early voters Monday through Friday,
from 8 a.m. – 5 p.m. and is located at 600 East 4th Street, Chaska, MN.
VOTE ON ELECTION DAY — TUESDAY, NOVEMBER 5, 2024:
Residents may vote at their assigned local polling place.
Polls are open from 7 a.m. – 8 p.m.
VOTE EARLY BY MAIL:
Residents may vote early by requesting an absentee ballot beginning
Friday, Sept. 20. Download and complete the Absentee Ballot Application (PDF)
by visiting www.chanhassenmn.gov/chanhassenbluffs
VOTING INFORMATION
345
www.ChanhassenMN.gov/ChanhassenBluffs
SOURCES OF FUNDING
The Community Center will cost $79.7 million, including land purchase and
construction. The city will primarily use a voter-approved one-half percent (0.5%) local
option sales tax increase and property tax levy to fund the project.
One-Half Percent (0.5%) Local Option Sales Tax Increase: In November 2024,
Chanhassen residents will vote on a one-half percent (0.5%) sales tax increase to
generate $40 million in revenue for the Community Center project. Forty-five percent
($18 million) of the one-half percent (0.5%) sales tax will be paid by nonresidents,
according to research from the University of Minnesota.
Property Tax Levy: The property tax increase will be phased in over time.
The estimated property tax impact will be about $17 per month for a residential home
valued at $600,000, averaged over 20 years.
Other Funding Sources: The remainder of the project funding includes, but is not
limited to, the sale of the existing Rec Center, naming rights and sponsorships, and
property taxes generated by the Avienda Development that will be dedicated to the
repayment of the bonds on the Community Center project.
The Chanhassen Bluffs Community Center will be built within the Avienda
development but will have no connection to the development or developer.
In addition, the facility will be wholly owned and managed by the city of
Chanhassen, ensuring full city control.
31%
Other
$24,557,000
DID YOU KNOW?
Non-residents would pay $18 million
of the total project cost.
LOCAL OPTION SALES TAX
The Parks and Recreation Task Force explored various funding options
for building a new community center due to the limitations on
expanding the current facility. One viable solution is the local option
sales tax, which spreads the project’s cost among residents and
non-residents who purchase goods and services in Chanhassen.
The one-half percent (0.5%) sales tax amounts to a ½ cent for every
$1 spent. For example, a $10 purchase will cost an additional 5 cents
if the one-half percent sales tax is approved. The sales tax does NOT
apply to groceries, clothing, gas, or automobile purchases.
HOW WILL THIS PROPOSED PROJECT BE FUNDED?
2024 Monthly City Property Taxes on a $600,000 Home
$-
$50
$100
$150
$200
$250
$300
ChanhassenShorewoodWhite Bear LakeShakopeeVictoriaEden PrairiePrior LakeShoreviewRosemountCottage GroveChaskaChamplinSavageRamseyWaconiaStillwaterFarmingtonInver Grove HtsHastingsMinnetonkaPROPERTY TAX BURDEN AND COMPETITIVENESS OF CHANHASSEN
Chanhassen has the lowest city taxes in 2024 of comparable
sized, neighboring cities. Even with expected increases for debt
service for the Civic Campus and Chanhassen Bluffs Community
Center, Chanhassen will remain in the lower end for property taxes.
The chart shows the total projected property taxes
through 2033. The impact of debt for the Civic Campus and
the Community Center is phased in over the years 2025
through 2030.
City of Chanhassen
Total Projected Property Taxes 2023 - 2033
1.0%
2.0%
3.0%
4.0%
5.0%
6.0%
7.0%
0.0%
8.0%
2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033
Exemptions for the half-cent sales tax
Prescription
medication
Groceries Baby
products
Clothing
CURRENT CONDITIONS
1995 CHANHASSEN REC CENTER
Since the construction in 1995 of Chanhassen’s current,
30,000 square feet Recreation Center, the population in the
city has more than doubled. The current facility no longer
meets the growing demands of our vibrant and active
population for recreational programs and services. The
community centers in Chanhassen’s surrounding towns
average over 150,000 square feet and a new, robust, multi-
functional community center can serve as the heart of
Chanhassen and match the energy, growth and needs of our
community for generations to come.
FUTURE PROPOSED PROJECT
Scan this QR code with
your smartphone camera
for a virtual tour.
FACILITY AMENITIES BEING CONSIDERED INCLUDE:
• Indoor walking track
• Two sheets of ice
• Ice arena that doubles as multi-purpose venue space
(3,500 seating capacity)
• Field house with adaptable courts and turf for basketball,
soccer, football, lacrosse, baseball, volleyball, pickleball,
and more
• Fitness studio (cardio & weights)
• Community room spaces
• Dance studio
• Restaurant
• Indoor playground
See a full list of amenity information on our website,
www.ChanhassenMN.gov/ChanhassenBluffs.
All programmed elements are being considered but not final.
Renderings are concept images only and are not
a final representation of the project.
A Community for Life 346