2026.03.03 Council Meeting Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: Feb. 27, 2026
City Council Meeting Schedule
Tuesday, March 3, 2026
Time Meeting Location
6:30 p.m.
City council work session to discuss:
1. West Metro Fire-Rescue District quarterly
update.
2. Tobacco ordinance updates (price, flavor and
size limitations; Kratom).
3. Constituent issues update.*
4. New business.*
5. Council comments and announcements.*
Upper Community Room/Zoom
7 p.m. City council meeting Council Chambers/Zoom
Immediately
following the city
council meeting
Continuation of city council work session, if necessary Upper Community Room/Zoom
Per the requirements of Minnesota Statutes, Section 13D.02, council members may participate by interactive
technology.
The public may attend the meetings via Zoom by connecting through one of the methods identified below.
Topic: Crystal City Council work session and regular meeting.
Time: March 3, 2026, 6:30 p.m., Central Time (US and Canada)
Join Zoom meeting:
https://us02web.zoom.us/j/89920245681?pwd=Qyfm8EZnE9KaCDjieohkxYASzQWjfU.1
Meeting ID: 899 2024 5681 | Passcode: 4141
Find your local number: https://us02web.zoom.us/u/kdYIRjDyqK
Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at
(763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: Feb. 27, 2026
City Council
Work Session Agenda
Tuesday, March 3, 2026 | 6:30 p.m.
Upper Community Room/Zoom
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City
Charter, the Crystal City Council work session was held on Tuesday, March 3, 2026, at _____
p.m. electronically via Zoom and in the upper community room at city hall, 4141 Douglas Dr.,
Crystal, Minnesota. If the agenda items are not completed in time for the regular city council
meeting at 7 p.m., the meeting will be continued and resumed immediately following the city
council meeting.
I. Attendance
Council members Staff
____ Onesirosan ____ Bell
____ Budziszewski ____ Tierney
____ Cummings ____ Therres
____ Deshler ____ Elholm
____ Eidbo ____ Hubbard
____ Kamish ____ Kunde
____ Kiser ____ Struve
____ Sutter
____ Serres
II. Agenda
The purpose of the work session is to discuss the following agenda items:
1) West Metro Fire-Rescue District quarterly update.
2) Tobacco ordinance updates (price, flavor, and size limitations; Kratom).
3) Constituent issues update.*
4) New business.*
5) Council comments and announcements.*
III. Adjournment
The work session adjourned at ______ p.m.
* Denotes no supporting information included in the packet.
Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at
(763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
West Metro Fire-Rescue District
City Council Quarterly Update
February 2026
1. Operational Overview & Service Demand West Metro Fire-Rescue District continues to maintain strong operational readiness while managing sustained call volume levels. 2025 Total Calls for Service: 2,265 • Crystal: 1,023 • New Hope: 1,154 • Mutual/Auto Aid: 88 Call volume in 2025 exceeded 2024 totals and continues a multi-year trend of elevated service demand. This sustained workload places continued pressure on both full-time and paid-on-call staffing resources. Key operational updates include implementation of the updated Incident Command System (ICS), launch of the 2026 West Suburban Fire Academy no West Metro students, continued community outreach expansion (207 outreach events in 2025), and ongoing facility and fleet improvements.
2. Financial Position – General Fund (Unaudited as of November 30, 2025) Total Revenues: $3,065,214 Total Expenditures: $2,662,730 Net Operations: $402,483 positive General Fund Balance: $688,051 Revenues are tracking above budget due to intergovernmental grants and interest earnings. Expenditures are below total budgeted levels, resulting in a positive operating position. Personnel and health insurance expenses remain the largest cost drivers.
3. Capital Planning & Asset Management Capital Fund Balance: $1,588,176. The District continues to follow its structured capital replacement plan to avoid escalating maintenance costs and reliability concerns. Proposed 2026 Vehicle Replacement: • Replace 2011 ½-ton pickup • Replace 2013 1-ton pickup (downsized to ¾-ton) Total Purchase Request: $137,304 $130,000 is included in the approved 2026 Capital Plan, with the balance funded through unrestricted capital funds and sale of existing vehicles.
4. Pension & Insurance Commitments 2025 Paid-on Call Firefighter Pension Contribution: State Aid $438,106 District $35,198 Workers Compensation Premium (2026): $75,909 Property/Casualty Premium (2026): $16,963
5. SAFER Grant Sustainability – Strategic Policy Issue The District currently utilizes three SAFER-funded positions (Logistics, Training, and Community Outreach & Risk Reduction). The grant expires February 2027. Without these positions, daytime staffing would be reduced to a single staffed station, potentially increasing response times in the northern response area by up to four minutes. The loss of these roles would also result in increased overtime costs as remaining full-time staff absorb SAFER-related responsibilities. Fire Board direction is to permanently fund these positions and incorporate them into long-term financial planning. The goal is to include these into the 2027 budget with minimal impact to the city contributions.
Summary for City Council West Metro Fire-Rescue District remains operationally stable, financially sound, and strategically positioned to manage long-term capital and staffing needs while maintaining strong emergency response coverage for Crystal and New Hope.
COUNCIL STAFF REPORT
DATE: February 27, 2025
TO: Mayor and City Council
FROM: City Manager Adam R. Bell
RE: Overview of Potential Amendments to the Tobacco Ordinance and Consideration of a
Kratom Sales Ban
Background
The purpose of this memo is to provide an overview of potential amendments to the tobacco
ordinance in the City of Crystal and to outline policy questions for City Council consideration.
These items are presented for discussion and direction only. If the Council expresses interest in
moving forward on any of the items described below, staff would return with proposed
ordinance language for consideration at the March 17 meeting.
I. Overview of Proposed Tobacco Ordinance Changes
Council is being asked to consider whether it wishes to pursue additional regulations related to
the sale of tobacco products within the city. The concepts under discussion include:
1. Minimum price for tobacco products: Establishing a floor price below which tobacco
products may not be sold, with the intent of reducing access to very low-cost tobacco
items, particularly those that may appeal to youth or price-sensitive consumers.
2. Minimum size or quantity requirements: Requiring tobacco products to be sold only in
minimum package sizes or quantities (for example, prohibiting the sale of single items or
very small packs). This approach is intended to discourage impulse purchases and reduce
affordability.
3. Ban on flavored cigarettes: Prohibiting the sale of flavored cigarettes within the city. This
proposal would apply only to cigarettes and would not extend to other flavored tobacco
or nicotine products unless directed otherwise by Council.
II. Consideration of a Ban on Kratom Sales
In addition to tobacco-related items, Council is being asked whether it has an interest in
prohibiting the sale of Kratom within the city.
A. What is Kratom?
Kratom is a plant-derived substance made from the leaves of a tropical tree native to Southeast
Asia. It is commonly sold in powder, capsule, or liquid form and is marketed for effects that can
range from stimulation at low doses to sedation or pain relief at higher doses.
B. Health Impacts and Concerns
Kratom interacts with opioid receptors in the brain and can have psychoactive effects. Reported
health concerns include dependency, withdrawal symptoms, nausea, elevated heart rate, liver
toxicity, and, in some cases, serious adverse events when combined with other substances.
While some users report perceived benefits, kratom is not approved by the FDA for medical use,
and regulatory approaches vary widely across states and local governments.
Currently, the State of Minnesota does not regulate kratom other than prohibiting its sale to
minors.
Policy Questions for Council Direction
Council is asked to provide feedback and direction on the following questions:
1. Is there interest in establishing a minimum price for tobacco products?
2. Is there interest in establishing a minimum size or quantity requirement for tobacco
products?
3. Is there interest in adopting a ban on flavored cigarettes (excluding other flavored
tobacco products)?
4. Is there interest in adopting a ban on the sale of Kratom within the city?
Requested City Council Action
Other than providing feedback and direction to staff, no formal action is requested.
Page 1 of 3
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: Feb. 27, 2026
City Council Meeting Agenda
Tuesday, March 3, 2026
7 p.m.
Council Chambers/Zoom Meeting
The city manager’s comments are bolded.
1. Call to Order, Roll Call, and Pledge of Allegiance
2. Approval of Agenda
The council will consider approval of the agenda.
3. Consent Agenda
The council will consider the following items, which are routine and non-controversial in nature,
in a single motion:
3.1 Approval of the minutes from the following meetings:
a. The city council work session on Feb. 12, 2026.
b. The city council meeting on Feb. 17, 2026.
c. The city council work session on Feb. 17, 2026.
3.2 Approval of disbursements over $25,000 submitted by the finance department.
3.3 Approval of the list of license applications submitted by the city clerk.
3.4 Adoption of a resolution approving the purchase of a compact articulating loader for the
Public Works Department.
3.5 Approval of a CDBG Subrecipient Agreement with Hennepin County for the North Lions Park
soccer field project.
3.6 Adoption of a resolution to approve plans and specifications and authorize advertisement for
bids for the 2026 Mill and Overlay project.
3.7 Adoption of a resolution to approve plans and specifications and authorize advertisement for
bids for the 2026 Utility Reconstruction project.
4. Open Forum
(The city council appreciates hearing from citizens about items of concern and desires to set aside
time during each meeting for open forum. To provide ample opportunity for all, speaking time is
limited to three minutes and topic discussion is limited to ten minutes. The mayor may, as
presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any
item brought before the council during open forum. The council may place items discussed
during open forum onto subsequent council meeting agendas.)
Page 2 of 3
5. Regular Agenda
5.1 The council will consider the second reading of an ordinance amending the Town Center –
Planned Development rezoning for redevelopment of 7000 56th Ave. N., and a resolution
approving summary language for publication.
At its Feb. 17 meeting, the Council approved the first reading of the rezoning amendment
for the Yellow Tree Development at the former Wells Fargo site. Council action on
approving the second reading and adoption of the rezoning ordinance and the adoption of
a resolution approving the language for summary publication is requested. Recommend
approval.
5.2 The council will consider civil penalties for violation of liquor license regulations by RPSM LLC,
d/b/a Adair Liquor, located at 6001 42nd Ave. N.
Following routine liquor license compliance checks during the spring of 2025, an employee
of Adair Liquor was adjudicated for selling liquor to a minor. The City Council may now
impose civil administrative penalties against the license holder. This is the third liquor
violation for Adair Liquor. According to the City Code, the City Council may impose a
penalty of a $2,000 fine and a ten-day license suspension.
5.3 The council will consider civil penalties for violation of tobacco license regulations by RPSM
LLC, d/b/a Adair Liquor, located at 6001 42nd Ave. N.
Following routine tobacco license compliance checks during the spring of 2025, an
employee of Adair Liquor was adjudicated for selling tobacco to a minor. The City Council
may now impose civil administrative penalties against the license holder. This is the first
tobacco violation for Adair Liquor. According to the City Code in effect at the time of the
offense, the City Council may impose a penalty of a $1,000 fine and a one-day license
suspension.
5.4 The council will consider civil penalties for violation of tobacco license regulations by Market
and Tobacco, LLC, d/b/a Mini Grocery, located at 2708 Douglas Dr. N.
In October 2025, the Minnesota Department of Revenue seized contraband tobacco during
an inspection at Mini Grocery. In January 2026, staff received notice of the state violation.
The owner asserted that they are appealing the violation with the state; however, the state
has confirmed that no appeal was made by the deadline (see attached confirmation from
the state). Now, the City Council may impose civil administrative penalties against the
license holder for this violation of state law and Crystal City Code section 1105.13. This is
considered a first tobacco violation for Mini Grocery. According to the City Code, the City
Council may impose a penalty of a $1,000 fine and a one-day license suspension.
6. Council Comments and Announcements
a. The Community Iftar Dinner is Wednesday, March 4, at 6 p.m. at the Crystal Community
Center.
b. The next city council work session is Thursday, March 12 at 6:30 p.m. in the upper community
room at city hall and via Zoom.
c. West Metro Fire-Rescue District will host a food drive on Saturday, March 14, from 11 a.m. to
3 p.m. Firefighters will collect non-perishable food items and monetary donations to benefit
Page 3 of 3
local food shelves. Firefighters will have vehicles at several local grocery stores. Items can also
be dropped off at West Metro Fire Station No. 3, 4251 Xylon Ave. N., in New Hope, on
weekdays from 8 a.m. – 4 p.m. For more information visit, visit wmfrd.org.
d. The next city council meeting is Tuesday, March 17, at 7 p.m. in the council chambers at city
hall and via Zoom.
e. The Crystal Police Department Open House is Saturday, May 2 from 10 a.m. – 1 p.m. at 4141
Douglas Dr. N.
f. The city is accepting applications for several volunteer positions on our boards and
commissions. We have openings on the Sustainability Commission, Inclusion and Diversity
Commission, Planning Commission, Parks and Recreation Commission, Charter Commission,
Employee Review Board, and the METRO Blue Line Extension Community and Business
Working Group. For more information, please visit go.crystalmn.gov/volunteer.
g. City council meetings and work sessions are open to the public. Current and previous
meetings are available for viewing and listening at www.crystalmn.gov.
7. Adjournment
*Denotes no supporting information included in the packet.
Have a great weekend; stay healthy. See you at Tuesday’s meeting.
Crystal City Council work session minutes Feb. 12, 2026
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the Crystal City Council work session was held at 6:32 p.m. on Feb. 12, 2026, in the upper community
room at city hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Deshler called the meeting to
order.
I.Attendance
The city manager recorded the attendance for city council members and staff:
Council members present: Kamish, Kiser, Onesirosan, Budziszewski, Cummings, and Deshler.
Council member absent: Eidbo.
City staff present: City Manager A. Bell, Police Chief B. Hubbard, Public Works Director/City
Engineer J. Struve, Recreation Director J. Elholm, Community Development Director J. Sutter, and
Transit Project Coordinator C. Jao.
II.Agenda
The council and staff discussed the following agenda items:
1)Blue Line project office presentation.
2)Climate Action Plan.
3)Federal use of facilities and coalition membership.
III.Adjournment
The work session adjourned at 9:44 p.m.
Julie Deshler, Mayor
ATTEST:
Adam R. Bell, City Manager
3.1(a)
Crystal City Council meeting minutes Feb. 17, 2026
Page 1 of 3
1.Call to Order
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the Crystal City Council meeting was held on Feb. 17, 2026, at 7:03 p.m. in the council chambers at city
hall, 4141 Douglas Dr. N. in Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order.
Roll Call
Mayor Deshler asked the city clerk to call the roll for elected officials. Upon roll call, the following
attendance was recorded:
Council members present: Kiser, Onesirosan, Budziszewski (arrived at 7:46 p.m.), Cummings, Deshler
and Kamish.
Council Member Eidbo was absent.
City staff present: City Manager A. Bell, City Attorney P. Whitmore, Recreation Director J. Elholm,
Police Chief B. Hubbard, Lieutenant J. Tourville, Public Works Director/City Engineer J. Struve,
Community Development Director J. Sutter, City Planner D. Olson and City Clerk C. Serres.
Pledge of Allegiance
Mayor Deshler led the council and audience in the Pledge of Allegiance.
2.Approval of Agenda
The council considered approval of the agenda.
Moved by Council Member Kamish and seconded by Council Member Kiser to approve the agenda.
Motion carried.
3.Appearances
3.1 Chief Hubbard recognized Sergeant Matthew Wright on his recent promotion.
4.Consent Agenda
The council considered the following items, which are routine and non-controversial in nature, in a
single motion:
4.1 Approval of the minutes from the following meetings:
a.The city council meeting on Jan. 20, 2026.
b.The city council work session on Jan. 20, 2026.
4.2 Approval of disbursements over $25,000 submitted by the finance department.
4.3 Approval of the list of license applications submitted by the city clerk.
4.4 Adoption of Resolution No. 2026-24, accepting a donation.
4.5 Adoption of Resolution No. 2026-25, recognizing March 2026 as Women’s History Month in the
City of Crystal.
4.6 Adoption of Resolution No. 2026-26, approving the purchase of an excavator for the Public Works
Department.
4.7 Adoption of Resolution No. 2026-27, to approve the Joint Water Commission rate study.
4.8 Adoption of Resolution No. 2026-28, approving upgrades to the generator at the east lift station.
4.9 Adoption of Resolution No. 2026-29, approving an agreement to replace furnaces in the Crystal
Cove Aquatic Center.
3.1(b)
Crystal City Council meeting minutes Feb. 17, 2026
Page 2 of 3
4.10 Adoption of Resolution No. 2026-30, to approve updated bylaws for the Parks and Recreation
Commission.
4.11 Adoption of Resolution No. 2026-31, approving plans and specifications and advertisement for
bids for improvements in North Lions Park.
4.12 Adoption of Resolution No. 2026-32, approving plans and specifications and solicitation of quotes
for improvements in Forest School and Woodland Parks.
4.13 Adoption of Resolution No. 2026-33, authorizing Hennepin County Healthy Tree Canopy Grant
application.
4.14 Adoption of Resolution No. 2026-34, approving an Assignment, Assumption, Modification and
Release Agreement regarding the Regulatory Agreement and the Subordinate Regulatory
Agreement for The Cavanagh Senior Apartments at 5401 51st Ave. N.
Council Member Kamish read item 4.5, Resolution No. 2026-25, into the record, recognizing March
2026 as Women’s History Month in the City of Crystal.
Moved by Council Member Kiser and seconded by Council Member Cummings to approve the consent
agenda.
Motion carried.
5. Open Forum
No public comment was given during open forum.
6. Regular Agenda
6.1 The council considered the first reading of an ordinance amending the Town Center-Planned
Development rezoning for redevelopment of 7000 56th Ave. N.
City Planner Dan Olson addressed the council. Yellow Tree representative Robb Lubenow also
addressed the council.
Moved by Council Member Kamish and seconded by Council Member Cummings to adopt the
following ordinance:
ORDINANCE 2026 - 01
AN ORDINANCE AMENDING THE TOWN CENTER – PLANNED DEVELOPMENT (TC-PD) ZONING
DISTRICT FOR YELLOW TREE CORPORATION LOCATED AT 7000 – 56TH AVENUE NORTH
And further, that the second and final reading will be held on March 3, 2026.
Voting aye: Kamish, Kiser, Onesirosan, Cummings and Deshler.
Absent; not voting: Budziszewski and Eidbo.
Motion carried.
6.2 The council received a presentation of the Town Center Vision Plan and considered approval.
Community Development Director John Sutter addressed the council.
Damon Farber consultant Jeff McMenimen presented the Town Center Vision Plan.
3.1(b)
Crystal City Council meeting minutes Feb. 17, 2026
Page 3 of 3
Moved by Council Member Cummings and seconded by Council Member Budziszewski to approve
the Town Center Vision Plan.
Voting aye: Kamish, Kiser, Onesirosan, Budziszewski, Cummings and Deshler.
Absent; not voting: Eidbo.
Motion carried.
7. Council Comments and Announcements
The council and staff made announcements about upcoming events.
8. Adjournment
Moved by Council Member Budziszewski and seconded by Council Member Kamish to adjourn the
meeting.
Motion carried.
The meeting adjourned at 8:01 p.m.
___________________________________
Julie Deshler, Mayor
ATTEST:
_____________________________________
Chrissy Serres, City Clerk
3.1(b)
Crystal City Council work session minutes Feb. 17, 2026
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the Crystal City Council work session was held at 6:31 p.m. on Feb. 17, 2026, in the council chambers at
city hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order.
I.Attendance
The city manager recorded the attendance for city council members and staff:
Council members present: Kiser, Onesirosan, Budziszewski (arrived at 7:46 p.m.), Cummings,
Deshler and Kamish.
Council Member Eidbo was absent.
City staff present: City Manager A. Bell, City Attorney P. Whitmore, Recreation Director J. Elholm,
Police Chief B. Hubbard, Lieutenant J. Tourville, Works Director/City Engineer J. Struve, Community
Development Director J. Sutter, and City Clerk C. Serres.
II.Agenda
The council and staff discussed the following agenda items:
1)Community Development quarterly update.
2)Constituent issues update.
3)Council liaison reports.
4)New business.
At 7:02 p.m., Mayor Deshler recessed the work session.
Mayor Deshler reconvened the work session at 9:21 p.m. to continue discussion of the following
agenda items:
5)City manager update.
6)Council comments and announcements.
III.Adjournment
The work session adjourned at 9:41 p.m.
Julie Deshler, Mayor
ATTEST:
Adam R. Bell, City Manager
3.1(c)
DATE: February 24, 2026
TO: Adam R. Bell, City Manager
City of Crystal City Council
FROM: Jodi Bursheim, Contracted Finance Director
RE: Expenditures over $25,000
Payee Amount
Finance Professional Services, Budget Implementation, &
Supplemental Accounting Support
City of Brooklyn Park 2025 HRG Administrative Fee $90,380.00
LMCIT Q1 2026 Workers Compensation Insurance $64,141.00
Waste Management (HRG) New Hope, Brooklyn Center, and Crystal January Recycling $161,981.11
Metropolitan Council Wastewater Services for March $178,425.72
North Country Chevrolet Truck 401 Utilities Replacement $45,343.70
Towmaster Dump Truck 312 Streets Replacement $178,041.00
Uhl Company Inc Community Center Automation Update $32,085.00
Golden Valley JWC JWC November & December Water Charges $270,090.10
MN PERA Employee & City Required Contributions for 2/13/26 Pay Date $88,541.31
IRS - EFTPS Federal & FICA Withholding Taxes for 2/13/26 Pay Date $89,688.48
$1,231,380.76
Description
Abdo LLP $32,663.34
3.2
Page 1 of 1
City of Crystal Council Meeting
March 3, 2026
Applications for City License
Refuse Hauler
Nitti Sanitation, Inc., 16555 Clayton Ave. E., Rosemount, MN 55068 (pre-approved by City Manager Bell
on 02/20/26)
Rental (new)
3010-3012 Kentucky Ave. N. – Glacier One Holdings LLC (Conditional)
Rental (renewal)
5023 Angeline Ave. N. – Bridget and Mike Nelson
4321 Colorado Ave. N. – James and Alice Baker
3000 Douglas Dr. N. – Minnesota Senior Living LLC (Conditional)
4612 Hampshire Ave. N. – HPA II Borrower 2021-1 LLC
5240 Maryland Ave. N. – Scott Rudin
3010 Sumter Ave. N. – Central Crystal Village LLC (Conditional)
5718 Sumter Ave. N. – Juniper Land Trust (Conditional)
5610 56th Ave. N. – Khue Dang (Conditional)
3.3
COUNCIL STAFF REPORT
DATE: March 3, 2026
FROM: Jesse Struve, PE, Director of Public Works / City Engineer
TO: Mayor and City Council
City Manager Adam R. Bell
CC:
RE: Approve Purchase of Case Loader (#117)
Background
The 2026 Long Term Plan includes funding for the replacement of our Compact Articulating
Loader #117. Funding is currently allocated for $135,000 for this purchase. The new loader will
be purchased through Titan Machinery for the cost of $147,836 . State contract #239131
Old unit #117 will be traded in to Titan Machinery with a value of $40,000 , so the overall
investment is $107.836.
Quotes with trade in were solicited from two additional vendors:
•Zeigler, CAT $122,727.12
•MN Equipment, John Deere $123,183.34
The existing unit is 9 years old and has been used heavily year-round for landscaping, forestry,
auger holes, removing snow from parking lots, trails and skating rinks. The current unit is at the
end of its reliable life and has endured high maintenance costs to keep it operational. The new
unit will be utilized season round to perform both Public Works and Parks maintenance. This
unit will be equipped with a deluxe cab, 1.3-yard bucket, high flow snowblower, utility forks,
brush grapple and a hybrid snowplow.
Requested City Council Action
Staff recommend approval of the purchase of the Case loader in the amount of $107,836.
3.4
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
APPROVE PURCHASE OF A CASE LOADER #117
WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the
City of Crystal; and
WHEREAS, the City has developed a long-term plan for the replacement and maintenance of
vehicles and equipment in the fleet; and
WHEREAS, the City solicited quotes for the replacement of the loader; and
WHEREAS, the purchase of this loader maintains operational capabilities while maintaining the
existing budget.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The Crystal City Council hereby approves the purchase of the Case Loader #117 in the
amount of $107,836.
Adopted this 3rd day of March 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
3.4
COUNCIL STAFF REPORT
DATE: February 25, 2026
FROM: John Sutter, Community Development Director
TO: Mayor and City Council
City Manager Adam R. Bell
RE: Approve a CDBG Subrecipient Agreement with Hennepin County for the North Lions Park
soccer field project
In May 2025, Hennepin County awarded the city $200,000 of Community Development Block Grant
(CDBG) funds for the 2026 North Lions Park soccer field project.
2024 Aerial Photo of North Lions Park Proposed Soccer Field
(proposed soccer field location in red) (northwest quadrant of North Lions Park)
The attached Feb. 18, 2025 CDBG application resolution authorizes execution of the Subrecipient
Agreement if the grant is awarded, but the city only just received the agreement on Feb. 19, 2026.
Notwithstanding the language in the 2025 resolution, staff opinion is that the City Council should have
an opportunity to approve the agreement before it is executed.
Council approval of the attached Subrecipient Agreement is requested.
3.5
3.5
1
Agreement No. PR00007314
CITY SUBRECIPIENT AGREEMENT
URBAN HENNEPIN COUNTY
2025 COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
THIS AGREEMENT is made and entered into by and between the COUNTY OF
HENNEPIN, STATE OF MINNESOTA, ("RECIPIENT") A-2400 Government Center,
Minneapolis, Minnesota 55487, on behalf of its Department of Housing & Economic
Development, 701 Fourth Avenue South, Suite 400, Minneapolis, Minnesota 55415, and
the City of Crystal, 4141 Douglas Drive N, Crystal, Minnesota 55429, ("SUBRECIPIENT") said
parties to this Agreement each being governmental units of the State of Minnesota, and is made
pursuant to Minnesota Statutes, Section 471.59.
WITNESSETH
WHEREAS, the Federal Department of Housing and Urban Development (HUD)
approved a Fiscal Year 2025 Community Development Block Grant (CDBG) Program (Catalog
of Federal Domestic Assistance (CFDA) number 14.218) entitlement allocation to the
RECIPIENT under Title I of the Housing and Community Development Act of 1974, as amended
(the “Act”), to carry out various community development activities in cooperation with
SUBRECIPIENT, according to the implementing regulations at 24 CFR Part 570; and
WHEREAS, contingent upon the RECIPIENT entering into a Funding Agreement with
HUD for the receipt of the Federal Fiscal Year 2025 CDBG funds, the RECIPIENT has
approved the use of $200,000 of Federal Fiscal Year 2025 CDBG funds by the SUBRECIPIENT
and any resulting program income for the implementation of eligible community development
activity/ies (“Activities”) included in and a part of the 2025 Annual Action Plan, Urban Hennepin
County CDBG Program, and further described in 2 to this Agreement; and
WHEREAS, the SUBRECIPIENT agrees to assume certain responsibilities for the
implementation of the Activities identified in Exhibit 2, said responsibilities being specified in part
in the Joint Cooperation Agreement effective October 1, 2020, executed between RECIPIENT
and SUBRECIPIENT and in the 2025 Annual Action Plan, Urban Hennepin County CDBG
Program and the Certifications contained therein; the SUBRECIPIENT agrees to implement the
Activities described in Exhibit 2 attached hereto, and the RECIPIENT agrees to reimburse the
SUBRECIPIENT for said implementation in a total amount not to exceed $200,000; and
WHEREAS, the RECIPIENT agrees to implement and reimburse certain activities
approved by the SUBRECIPIENT, as identified in Exhibit 3 (in a total amount not to exceed $0
from SUBRECIPIENT’S 2025 allocation). RECIPIENT’S implementation shall comply with all
applicable requirements of the Act, and the rules and regulations promulgated pursuant to the
Act, including but not limited to 24 CFR Part 570; additionally, where applicable, RECIPIENT
shall execute a Nonprofit Subrecipient Agreement/Program Year 2025 (CDBG) Program with
public service providers approved by the SUBRECIPIENT.
NOW, THEREFORE, the parties hereby agree as follows:
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1. SCOPE OF SERVICES
A. The SUBRECIPIENT shall expend all or any part of its CDBG allocation only on the
Activities identified in Exhibits 2 and/or 3 as applicable, subject to the requirements
of this Agreement and the stipulations and requirements set forth in Exhibits 2
and/or 3 as applicable to this Agreement.
B. The SUBRECIPIENT shall take all necessary actions, not only to comply with the
stipulations as set out in Exhibits 2 and/or 3 as applicable, but to comply with any
requests by the RECIPIENT in that connection; it being understood that the
RECIPIENT is responsible to HUD for ensuring compliance with such
requirements. The SUBRECIPIENT also will promptly notify the RECIPIENT of any
changes in the scope or character of the Activity/ies.
C. At the request of the RECIPIENT, on a form to be provided, the SUBRECIPIENT
shall submit a schedule, corresponding to the term of this Agreement, showing
milestones for Activity implementation and timely expenditure of funds and will
provide other information as requested by RECIPIENT to assure compliance with
HUD timeliness requirements.
D. SUBRECIPIENT shall submit all necessary documentation applicable to each
specific Activity as identified in Exhibits 2 and/or 3 as applicable.
2. TERM OF AGREEMENT
The effective date of this Agreement is January 1, 2026. The termination date of this
Agreement is December 31, 2026, or at such time as the Activity/ies are satisfactorily
completed prior thereto. Upon expiration, the SUBRECIPIENT shall relinquish to the
RECIPIENT all program funds unexpended and uncommitted, and all accounts receivable
attributable to the use of CDBG funds for the activities described in Exhibits 2 and/or 3 as
applicable, as may be amended.
3. THIRD PARTY AGREEMENTS
The SUBRECIPIENT may subcontract this Agreement and/or the services to be
performed hereunder, whether in whole or in part, only with the prior consent of the
RECIPIENT and only through a written Third-Party Agreement acceptable to the
RECIPIENT. The SUBRECIPIENT shall not otherwise assign, transfer, or pledge this
Agreement and/or the services to be performed hereunder, whether in whole or in part,
without the prior consent of the RECIPIENT.
4. AMENDMENTS TO AGREEMENT
Any material alterations, variations, modifications or waivers of provisions of this
Agreement shall only be valid when reduced to writing as an Amendment to this
Agreement signed, approved and properly executed by the authorized representatives of
the parties. An exception to this process will be in amending Exhibits 2 and/or 3 as
applicable to this Agreement.
Exhibits 2 and/or 3 as applicable, shall be deemed amended to conform to any
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amendments to the Annual Action Plan, as such amendments occur.
Amendments will be considered at the following levels:
Level 1: Minor Amendment. A minor amendment is a modification that (1) increases or
decreases the amount awarded to an Activity by less than 25 percent; or (2) changes the
eligible Activity or location of Activity, but not the purpose, scope or intended
beneficiaries.
Minor amendments do not require public comment, city council action, or Board action
and are considered “revisions”. Hennepin County staff in its Department of Housing and
Economic Development may approve minor amendments provided they are eligible and
satisfy the objectives of the Consolidated Plan and the CDBG Program.
Level 2: General Amendment. A general amendment is one that (1) increases or
decreases the amount awarded to an Activity by 25-50 percent of the original budget; or
(2) increases or decreases the amount awarded to an Activity by more than 50 percent of
the original budget and the amount being reallocated is less than $100,000; or (3) cancels
an Activity.
Notification of the general amendment and comment period will be published in the official
newspaper for the SUBRECIPIENT initiating the amendment at least 15 days prior to
approval of the required formal action by the entity initiating the amendment. A public
hearing is not required. All comments received during the comment period will be
considered prior to implementation of the general amendment.
Hennepin County staff in its Department of Housing and Economic Development may
approve general amendments provided they are eligible and satisfy the objectives of the
Consolidated Plan and the CDBG Program and, the public notice requirement has been
satisfied.
Level 3: Substantial Amendment. A substantial amendment is one that (1) increases or
decreases the amount awarded to a CDBG activity by a minimum of $100,000 and is
more than 50 percent of the original budget; or (2) changes the purpose, scope or
intended beneficiaries of an Activity; or (3) creates a new project.
Notification of the substantial amendment and comment period will be published in the
official newspaper for the city initiating the amendment at least 30 days prior to approval
of the required formal action by the entity initiating the amendment. A public hearing is
not required. All comments received during the comment period will be considered prior
to approving the amendment. A summary of any written comments received and a copy
of the written response from the county or city will be attached to the substantial
amendment. The SUBRECIPIENT initiating the amendment must be approved by that city
council and the Hennepin County Board of Commissioners.
5. PAYMENT OF CDBG FUNDS
The RECIPIENT agrees to provide the SUBRECIPIENT with CDBG funds not to exceed
$200,000 to enable the SUBRECIPIENT to carry out its Activity/ies as described in
Exhibits 2 and/or 3 as applicable. It is understood that the RECIPIENT shall be held
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accountable to HUD for the lawful expenditure of CDBG funds under this Agreement. The
RECIPIENT shall therefore make no payment of CDBG funds to the SUBRECIPIENT and
draw no funds from HUD or the U.S. Treasury for purposes of this Agreement, prior to
having received a request for reimbursement for expenses incurred from the
SUBRECIPIENT. In addition to the request form, SUBRECIPIENT shall provide copies of
all documents and records needed to ensure that the SUBRECIPIENT has complied with
the appropriate regulations and requirements as referenced in the RECIPIENT’s
programmatic guides, which are available upon request and hereby incorporated by
reference.
All invoices shall display the RECIPIENT purchase order number and be sent to the
central invoice receiving address supplied by the RECIPIENT. Upon receipt of an invoice
and accompanying documents and records, all payments will be made to the
SUBRECIPIENT within the timeframe allowed by 2 CFR 200.305(b)(3) once the
RECIPIENT is satisfied the submitted documentation meets its requirements and is
deemed proper.
The RECIPIENT’S commitment to provide SUBRECIPIENT with CDBG funds is
contingent upon RECIPIENT’s receipt of such funds from HUD. The RECIPIENT shall
have no obligation to contribute its own funds in place of CDBG funds not received from
HUD.
6. INDEMNITY AND INSURANCE
A. The SUBRECIPIENT does hereby agree to defend, indemnify, and hold harmless
the RECIPIENT, its elected officials, officers, agents, volunteers and employees
from and against all costs, expenses, claims, suits or judgments arising from or
growing out of any injuries, loss or damage sustained by any person or corporation,
including employees of SUBRECIPIENT and property of SUBRECIPIENT, which
are caused by or sustained in connection with the tasks carried out by the
SUBRECIPIENT under this Agreement.
B. In order to protect SUBRECIPIENT and RECIPIENT from liability and to effectuate
the indemnification provisions hereinabove, each SUBRECIPIENT that is not self-
insured agrees that during the term of this Agreement it will carry a single limit or
combined limit or excess umbrella commercial general liability policy in an amount
equal to but shall not be required to carry coverage in excess of, claim limits
specified in Minnesota Statutes Section 466.04, as amended.
C. This section shall in no way be intended by the parties hereto as a waiver of the
liability limits specified in Minnesota Statutes Chapter 466, as amended.
7. CONFLICT OF INTEREST
A. In the procurement of supplies, equipment, construction, and services by the
SUBRECIPIENT, the conflict-of-interest provisions in 2 CFR 200.112, as applicable,
shall apply.
B. In all other cases, the provisions of 24 CFR 570.611 shall apply.
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8. DATA PRIVACY
The SUBRECIPIENT agrees to abide by the provisions of the Minnesota Government
Data Practices Act and all other applicable state and federal laws, rules, and regulations
relating to data privacy or confidentiality, and as any of the same may be amended. The
SUBRECIPIENT agrees to defend, indemnify and hold the RECIPIENT, its elected
officials, officers, agents, volunteers and employees harmless from any claims resulting
from the SUBRECIPIENT'S unlawful disclosure and/or use of such protected data.
9. SUSPENSION OR TERMINATION
A. If the SUBRECIPIENT materially fails to comply with any term of this Agreement or
so fails to administer the work as to endanger the performance of this Agreement,
this shall constitute noncompliance and default. Unless the SUBRECIPIENT'S
default is excused by the RECIPIENT, the RECIPIENT may take one or more of the
actions prescribed in 2 CFR 200.339, including the option of immediately canceling
this Agreement in its entirety.
B. The RECIPIENT'S failure to insist upon strict performance of any provision or to
exercise any right under this Agreement shall not be deemed a relinquishment or
waiver of the same. Such consent shall not constitute a general waiver or
relinquishment throughout the entire term of the Agreement.
C. This Agreement may be cancelled with or without cause by either party upon thirty
(30) days' written notice according to the provisions in 2 CFR 200.340.
D. CDBG funds allocated to the SUBRECIPIENT under this Agreement may not be
obligated or expended by the SUBRECIPIENT following such date of termination of
this Agreement. Any funds allocated to the SUBRECIPIENT under this Agreement
which remain unobligated or unspent following such date of termination shall
automatically revert to the RECIPIENT.
E. RECIPIENT may terminate this Agreement upon cessation of federal funding
making funds unavailable for disbursement under this Agreement.
10. REVERSION OF ASSETS
Upon expiration or termination of this Agreement, the SUBRECIPIENT shall transfer to
the RECIPIENT any CDBG funds on hand or in its accounts receivable that are
attributable to the use of CDBG funds, including any CDBG funds provided to the
SUBRECIPIENT in the form of a loan. Any real property under the control of the
SUBRECIPIENT that was acquired or improved, in whole or in part, using CDBG funds in
excess of $25,000 shall either be:
A. Used to meet one of the national objectives in 24 CFR 570.208 and not used for the
general conduct of government until:
(1) For units of general local government, five years from the date that the unit of
general local government is no longer considered by HUD to be a part of
Urban Hennepin County.
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(2) For any other SUBRECIPIENT, five years after expiration of this Agreement;
or
B. Not used in accordance with (A) above, in which event the SUBRECIPIENT shall
pay to the RECIPIENT an amount equal to the current market value of the property
less any portion of the value attributable to expenditures of non-CDBG funds for
acquisition of, or improvement to, the property. The payment is program income to
the RECIPIENT. No payment is required after the period of time specified in (A)
above.
11. PROCUREMENT
The SUBRECIPIENT shall be responsible for procurement of all supplies, equipment,
services, and construction necessary for implementation of its Activity/ies. Procurement
shall be carried out in accordance with 2 CFR 200.318 through 2 CFR 200.326 and all
provisions of the CDBG Regulations in 24 CFR 570 (the most restrictive of which will take
precedence). The SUBRECIPIENT shall prepare, or cause to be prepared, all
advertisements, negotiations, notices, and documents, enter into all contracts, and
conduct all meetings, conferences, and interviews as necessary to ensure compliance
with the above described procurement requirements. The RECIPIENT shall provide
advice and staff assistance to the SUBRECIPIENT to carry out its Activity/ies.
12. ACQUISITION, RELOCATION, AND DISPLACEMENT
A. The SUBRECIPIENT shall be responsible for carrying out all acquisitions of real
property necessary for implementation of the Activity/ies. The SUBRECIPIENT shall
conduct all such acquisitions in its name, or in the name of any of its public,
governmental, nonprofit agencies as authorized by its governing body, which shall
hold title to all real property purchased. The SUBRECIPIENT shall be responsible
for preparation of all notices, appraisals, and documentation required in conducting
acquisition under the Uniform Relocation Assistance and Real Property Acquisition
Act of 1970 as required under 49 CFR Part 24 and of the CDBG Program. The
SUBRECIPIENT shall also be responsible for providing all relocation notices,
counseling, and services required by said regulations. The RECIPIENT shall
provide advice and staff assistance to the SUBRECIPIENT to carry out its
Activity/ies.
B. The SUBRECIPIENT shall comply with the acquisition and relocation requirements
of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of
1970 as required under 24 CFR 570.606(a) and HUD implementing regulations at
24 CFR 42; the requirements in 24 CFR 570.606(b) governing the residential anti-
displacement and relocation assistance plan under section 104(d) of the Housing
and Community Development Act of 1974 (the Act); the relocation requirements of
24 CFR 570.606(c) governing displacement subject to section 104(k) of the Act;
and the requirements of 24 CFR 570.606(d) governing optional relocation
assistance under section 105(a)(11) of the Act.
13. ENVIRONMENTAL REVIEW
The RECIPIENT shall determine the level of environmental review required under 24 CFR
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Part 58 and maintain the environmental review record on all activities. The
SUBRECIPIENT shall be responsible for providing necessary information, relevant
documents, and public notices to the RECIPIENT to accomplish this task.
14. LABOR STANDARDS, EMPLOYMENT, AND CONTRACTING
The RECIPIENT shall be responsible for the preparation of all requests for HUD for wage
rate determinations on Activities undertaken by the SUBRECIPIENT. The
SUBRECIPIENT shall notify the RECIPIENT prior to initiating any Activity, including
advertising for contractual services which will include costs likely to be subject to the
provisions on Federal Labor Standards and Equal Employment Opportunity and related
implementing regulations. The RECIPIENT will provide technical assistance to the
SUBRECIPIENT to ensure compliance with these requirements.
No CDBG funds shall be used directly or indirectly to employ, award contracts to, or
otherwise engage the services of, or fund any contractor or subrecipient during any period
of debarment, suspension, or placement in ineligibility status under the provisions of 2
CFR 2424. Prior to SUBRECIPIENT awarding a contract, the SUBRECIPIENT shall
promptly notify the RECIPIENT. The RECIPIENT shall be responsible for determining the
status of the contractor under this requirement, and shall notify SUBRECIPIENT if the
contractor is or is not prohibited from doing business with the Federal government as a
result of debarment or suspension proceedings.
15. PROGRAM INCOME
If the SUBRECIPIENT generated any program income, as defined in 24 CFR 570.500, as
a result of the expenditure of CDBG funds, the provisions of 24 CFR 570.504 shall apply,
as well as the following specific stipulations:
A. The SUBRECIPIENT will notify the RECIPIENT of any program income within ten
(10) days of the date such program income is generated. When program income is
generated by an activity only partially assisted with CDBG funds, the income shall
be prorated to reflect the percentage of CDBG funds used.
B. On a form to be provided by the RECIPIENT, the SUBRECIPIENT will document
amounts received as program income are properly determined, calculated and
supported. The RECIPIENT will subsequently review and verify documentation to
assure Federal requirements are met.
C. Any such program income must be paid to the RECIPIENT by the SUBRECIPIENT
as soon as feasible after such program income is generated unless the
SUBRECIPIENT is permitted to retain program income.
D. Program income returned to the RECIPIENT shall be credited to the grant authority
of SUBRECIPIENT, whose project generated the program income, and shall be
used for fundable and eligible CDBG activities consistent with this Agreement.
E. Program income shall be expended by the SUBRECIPIENT within one year of
receipt by the RECIPIENT.
F. The SUBRECIPIENT further recognizes that the RECIPIENT has the responsibility
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for monitoring and reporting to HUD on the use of any such program income. The
responsibility for appropriate record keeping by the SUBRECIPIENT and reporting
to the RECIPIENT by the SUBRECIPIENT on the use of such program income is
hereby recognized by the SUBRECIPIENT. The RECIPIENT agrees to provide
technical assistance to the SUBRECIPIENT in establishing an appropriate and
proper record-keeping and reporting system, as required by HUD.
G. In the event of close-out or change in status of the SUBRECIPIENT, any program
income that is on hand or received subsequent to the close-out or change in status
shall be paid to RECIPIENT as soon as feasible after the income is received. The
RECIPIENT agrees to notify the SUBRECIPIENT, should closeout or change in
status of the SUBRECIPIENT occur.
16. USE OF REAL PROPERTY
The following standards shall apply to real property under the control of the
SUBRECIPIENT that was acquired or improved, in whole or in part, using CDBG funds:
A. The SUBRECIPIENT shall inform the RECIPIENT at least thirty (30) days prior to
any modification or change in the use of the real property from that planned at the
time of acquisition or improvements, including disposition. The SUBRECIPIENT will
comply with the requirements of 24 CFR 570.505 to provide affected citizens the
opportunity to comment on any proposed change and to consult with affected
citizens.
B. The SUBRECIPIENT shall reimburse the RECIPIENT in an amount equal to the
current fair market value (less any portion thereof attributable to expenditures of
non-CDBG funds) of property acquired or improved with CDBG funds that is sold or
transferred for a use which does not qualify under the CDBG regulations. Said
reimbursement shall be provided to the RECIPIENT at the time of sale or transfer of
the property referenced herein. Fair market value shall be established by a current
written appraisal by a qualified appraiser. The RECIPIENT will have the option of
requiring a second appraisal after review of the initial appraisal.
C. Any program income generated from the disposition or transfer of real property prior
to or subsequent to the close-out, change of status, or termination of the Joint
Cooperation Agreement between the RECIPIENT and the SUBRECIPIENT shall be
repaid to the RECIPIENT at the time of disposition or transfer of the property.
17. ADMINISTRATIVE REQUIREMENTS
The uniform administrative requirements delineated in 24 CFR 570.502 and any and all
administrative requirements or guidelines promulgated by the RECIPIENT shall apply to
all activities undertaken by the SUBRECIPIENT provided for in this Agreement and to any
program income generated therefrom.
18. AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY
A. During the performance of this Agreement, the SUBRECIPIENT agrees to the
following: In accordance with the Hennepin County Non-Discrimination and
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Respectful Workplace, no person shall be excluded from full employment rights or
participation in, or the benefits of, any program, service or activity on the grounds of
race, color, creed, religion, national origin, sex, gender expression, gender identity,
age, disability, marital status, sexual orientation, or public assistance status; and no
person who is protected by applicable federal or state laws against discrimination
shall be otherwise subjected to discrimination.
B. The SUBRECIPIENT will furnish all information and reports required to comply with
the provisions of 24 CFR Part 570 and all applicable state and federal laws, rules,
and regulations pertaining to discrimination and equal opportunity.
19. NON-DISCRIMINATION BASED ON DISABILITY
A. The SUBRECIPIENT shall comply with Section 504 of the Rehabilitation Act of
1973, as amended, to ensure that no otherwise qualified individual with a handicap,
as defined in Section 504, shall, solely by reason of his or her handicap, be
excluded from participation in, be denied the benefits of, or be subjected to
discrimination by the SUBRECIPIENT receiving assistance from the RECIPIENT
under Section 106 and/or Section 108 of the Housing and Community Development
Act of 1974, as amended.
B. When and where applicable, the SUBRECIPIENT shall comply with, and make best
efforts to have its third-party providers comply with, Public Law 101-336 Americans
With Disabilities Act of 1990, Title I "Employment," Title II "Public Services" -
Subtitle A, and Title III "Public Accommodations and Services Operated By Private
Entities" and all ensuing federal regulations implementing said Act.
20. LEAD-BASED PAINT
The SUBRECIPIENT shall comply with the Lead-Based Paint notification, inspection,
testing and abatement procedures established in 24 CFR 570.608.
21. FAIR HOUSING
In accordance with the Fair Housing Act, (CDBG) recipients are required to administer all
programs and activities in a manner to affirmatively further the policies of the Fair Housing
Act. The RECIPIENT has certified to HUD that it will affirmatively further fair housing
within its jurisdiction. Should HUD make a determination that the SUBRECIPIENT has not
affirmatively furthered fair housing or has impeded action by the RECIPIENT to comply
with its fair housing certification, the RECIPIENT shall exercise its authority, as contained
in the Joint Cooperation Agreement, to prohibit the SUBRECIPIENT from receiving CDBG
funding for any activities until the violation has been remedied.
22. LOBBYING
A. No federal appropriated funds have been paid or will be paid, by or on behalf of the
SUBRECIPIENT, to any person for influencing or attempting to influence an officer
or employee of any agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in connection with the
awarding of any Federal contract, the making of any Federal Grant, the making of
any Federal loan, the entering into of any cooperative agreement, and the
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extension, continuation, renewal, amendment, or modification of any Federal
contract, grant, loan, or cooperative agreement.
B. If any funds other than Federal appropriated funds have been paid or will be paid to
any person for influencing or attempting to influence an officer or employee of any
agency, a Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection with this Federal contract, grant,
loan, or cooperative agreement, SUBRECIPIENT will complete and submit
Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its
instructions.
23. USE OF EXCESSIVE FORCE BY LAW ENFORCEMENT AGENCIES
SUBRECIPIENT has adopted and is enforcing a policy prohibiting the use of excessive
force by law enforcement agencies within its jurisdiction against any individuals engaged
in non-violent civil rights demonstrations; and a policy of enforcing applicable state and
local laws against physically barring entrance to or exit from a facility or location which is
the subject of such non-violent civil rights demonstrations within its jurisdiction.
24. OTHER CDBG AND FEDERAL POLICIES
The SUBRECIPIENT shall comply with the applicable section of 24 CFR 570.200,
particularly sections (b) (Special Policies Governing Facilities); (c) (Special Assessments);
(f) (Means of Carrying out Eligible Activities); and (j) (Faith-Based Activities).
The SUBRECIPIENT must comply with the requirements of the Build America, Buy
America (BABA) Act, 41 USC 8301 note, and all applicable rules and notices, as may be
amended, if applicable to the SUBRECIPIENT’S infrastructure project. Pursuant to HUD’s
Notice, “Public Interest Phased Implementation Waiver for FY 2022 and 2023 of Build
America, Buy America Provisions as Applied to Recipients of HUD Federal Financial
Assistance” (88 FR 17001), any funds obligated by HUD on or after the applicable listed
effective dates, are subject to BABA requirements, unless excepted by a waiver.
25. TECHNICAL ASSISTANCE
The RECIPIENT agrees to provide technical assistance to the SUBRECIPIENT in the
form of oral and/or written guidance and on-site assistance regarding CDBG procedures
and project management. This assistance will be provided as requested by the
SUBRECIPIENT and at other times at the initiative of the RECIPIENT when new or
updated information concerning the CDBG Program is received by the RECIPIENT and
deemed necessary to be provided to the SUBRECIPIENT.
26. RECORD-KEEPING
The SUBRECIPIENT shall maintain records of the receipt and expenditure of all CDBG
funds, such records to be maintained in accordance with all applicable sections of 2 CFR
200. All records shall be made available upon request of the RECIPIENT for inspection/s
and audit/s by the RECIPIENT or its representatives. If a financial audit/s determines that
the SUBRECIPIENT has improperly expended CDBG funds, resulting in HUD disallowing
such expenditures, the RECIPIENT reserves the right to recover from the
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SUBRECIPIENT such disallowed expenditures from non-CDBG sources. Audit
procedures are specified below in Section 28 of this AGREEMENT. Records shall be
retained according to 2 CFR 200.334.
27. ACCESS TO RECORDS
The RECIPIENT shall have authority to review any and all procedures and all materials,
notices, documents, etc., prepared by the SUBRECIPIENT in implementation of this
Agreement, and the SUBRECIPIENT agrees to provide all information required by any
person authorized by the RECIPIENT to request such information from the
SUBRECIPIENT for the purpose of reviewing the same.
28. AUDIT
The SUBRECIPIENT agrees to provide RECIPIENT with an annual audit consistent with
the 2 CFR 2400 and 2 CFR 200 Subpart F, as applicable, and to certify and assure
compliance with the financial standards as set forth in Exhibits 2 and/or 3 as applicable to
this Agreement.
A. The SUBRECIPIENT agrees to provide RECIPIENT with an annual audit consistent
with the requirements as stated in the first paragraph of this section above. The
audit shall be completed and submitted to RECIPIENT within the earlier of 30 days
after receipt of the auditor’s report(s), or nine months after the end of the audit
period.
B. RECIPIENT will issue a management decision on audit findings within six months
after receipt of the audit report and ensure that the SUBRECIPIENT takes
appropriate and timely corrective action.
C. In those instances where less than $750,000 in assistance is expended from all
Federal sources in any one fiscal year, and a single audit is not required, the
RECIPIENT requests the following information within the same timeframe as in (A),
above: (1) annual financial statements, (2) independent auditor’s report on internal
control over financial reporting based on an audit of financial statements performed
in accordance with government auditing standards, and (3) the Management Letter.
D. The cost of the audit is not reimbursable from CDBG funds.
E. The RECIPIENT reserves the right to recover from the SUBRECIPIENT's non-
CDBG funds any CDBG expenses which are disallowed by an audit.
F. Assurance and certification by the Chief Financial Officer for the SUBRECIPIENT
regarding its financial management system is attached hereto as Exhibit 1 and
incorporated herein by reference.
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RECIPIENT EXECUTION
The Hennepin County Board of Commissioners having duly approved this Agreement on May
16, 2025 pursuant to Resolution No. 25-0192 and the proper County officials having signed this
Agreement, the RECIPIENT agrees to be bound by the provisions herein set forth.
Reviewed for COUNTY by
the County Attorney's Office:
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Reviewed for COUNTY by:
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{{userstamp6_es_:signer6:stamp}}
Board Resolution No:
{{*BoardResolution_es_:signer6:brs}}
Document Assembled by:
{{Sig_es_:signer1:signature}}
{{userstamp1_es_:signer1:stamp}}
{{Exh_es_:signer1:attachment:label("Attachments")}}
COUNTY OF HENNEPIN
STATE OF MINNESOTA
By:
{{Sig_es_:signer8:signature}}
{{userstamp8_es_:signer8:stamp}}
ATTEST:
{{Sig_es_:signer9:signature}}
{{userstamp9_es_:signer9:stamp}}
By:
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{{userstamp7_es_:signer7:stamp}}
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SUBRECIPIENT EXECUTION
SUBRECIPIENT, having signed this Agreement, and the SUBRECIPIENT'S governing body having
authorized such approval and the proper city official having signed this Agreement, SUBRECIPIENT
agrees to be bound by the provisions of this Agreement.
By entering into this Agreement the SUBRECIPIENT certifies that it is not prohibited from doing
business with either the federal government or the State of Minnesota as a result of debarment or
suspension proceedings.
SUBRECIPIENT warrants that the person who executed this Agreement is authorized to do so on behalf
of SUBRECIPIENT as required by applicable articles, bylaws, resolutions or ordinances.*
By:
{{Sig_es_:signer2:signature}}
{{userstamp2_es_:signer2:stamp}}
{{ ttl_es_:signer2:title}}
The City is organized pursuant to:
{{*DD1_es_:signer2:dropdown(options=“Plan A,Plan B,Charter”)}}
If required, upload your City seal:
{{Exh_es_:signer2:attachment:label("City Seal")}}
By:
{{Sig_es_:signer3:signature}}
{{userstamp3_es_:signer3:stamp}}
{{ ttl_es_:signer3:title}}
By:
{{Sig_es_:signer4:signature}}
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*SUBRECIPIENT represents and warrants that it has submitted to RECIPIENT all applicable
documentation (articles, bylaws, resolutions or ordinances) that confirms the signatory's delegation of
authority. Documentation is not required for a sole proprietorship.
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2025 CDBG Subrecipient Agreement
City of Crystal
Agreement No. PR00007314
CITY SUBRECIPIENT AGREEMENT
URBAN HENNEPIN COUNTY
2025 COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
EXHIBIT 1
ASSURANCE AND CERTIFICATION
SUBRECIPIENT COMPLIANCE
SUBRECIPIENT shall comply with 2 CFR 2400 and 2 CFR 200 Subpart F, as applicable.
SUBRECIPIENT shall maintain a system of internal control over all programs in order to
demonstrate compliance with the Single Audit Act, Uniform Grant Guidance, and other pertinent
laws and regulations. SUBRECIPIENT shall respond to audit findings, questioned costs or other
compliance measures, and issues which may include taking requisite corrective action, executing
necessary documents and other requirements;
If SUBRECIPIENT is a nonprofit organization, SUBRECIPIENT’s signature on this Agreement
assures and certifies it has met federal, state and local requirements regarding SUBRECIPIENT’s
financial management system.
SUBRECIPIENT is hereby notified of the following Federal Award Identification Information:
1. Subrecipient name (which must match registered name in SAM.gov): City of Crystal
2. Subrecipient's Unique Entity Identification Number (formerly known as DUNS) number):
020503249
3. Federal Award Identification Number (FAIN): B-25-UC-21-0001
4. Federal Award Date (see 2 CFR § 200. 1 Federal award date definition): To be determined
5. Subaward Period of Performance Start and End Date: July 1, 2025 - June 30, 2026
6. Amount of Federal Funds Obligated by this action: $200,000
7. Total Amount of Federal Funds Obligated to the Subrecipient: $200,000
8. Total Amount of the Federal Award: $2,993,886
9. Federal award project description, as required to be responsive to the Federal Funding
Accountability and Transparency Act (FFATA): See activity in Exhibit 2
10. Name of Federal awarding agency, pass-through entity, and contact information for
awarding official: U.S. Department of Housing and Urban Development, Hennepin County
11. CFDA Number and Name; the pass-through entity must identify the dollar amount made
available under each Federal award and the CFDA number at time of disbursement:
14.218, Community Development Block Grant
12. Identification of whether the award is R&D: Not R&D
R&D means Research and Development. 2 CFR 200.1 defines “Research” as the
systematic study directed toward fuller scientific knowledge or understanding of the
subject studied. “Development” is defined as the systematic use of knowledge or
understanding gained from research.
13. Indirect cost rate for the Federal award (including if the de minimis rate is charged per 2
CFR § 200.414 Indirect (F&A) costs) and: Indirect costs not applicable.
3.5
16
14. Identification of whether the award is used as loans or loan guarantees: The award is not
a loan or loan guarantee project
As applicable, SUBRECIPIENT shall confirm in writing that SUBRECIPIENT did not expend
$750,000 or more in total federal funds in a fiscal year. If SUBRECIPIENT expends $750,000 or
more of federal funds in a fiscal year, SUBRECIPIENT shall complete financial and compliance
audits in accordance with the Single Audit Act and/or 2 CFR 2400 and 2 CFR 200 Subpart F, as
applicable. SUBRECIPIENT shall cooperate fully in the following:
1. During the term of this Agreement and as necessary after the expiration of this Agreement,
to ensure compliance with applicable law, SUBRECIPIENT agrees to provide an annual
audit report consistent with the provisions of the Single Audit Act and/or 2 CFR 2400 and
2 CFR 200 Subpart F, as applicable, in accordance with government auditing standards,
as applicable, within nine (9) months after SUBRECIPIENT’s fiscal year-end. The cost of
an audit is not reimbursable from funds received through this Agreement.
2. SUBRECIPIENT shall provide all information requested by RECIPIENT and report as
directed by RECIPIENT.
As applicable, SUBRECIPIENT shall maintain property records that include a description of the
applicable property, a serial number or other identification number, the source of the property,
who holds title, the acquisition date and cost of the property, the percentage of federal
participation in the cost of the property, the location, use and condition of the property, and any
ultimate disposition data, including the date of disposal and sale price of the property.
SUBRECIPIENT shall make said records available to RECIPIENT within five (5) business days
of RECIPIENT’s written request.
Failure to comply with the above requirements may result in forfeiture of funds. Without limiting
any other remedies available at law, RECIPIENT reserves the right to recover from
SUBRECIPIENT the full amount of any funds found to be improperly expended or otherwise
disallowed.
SUBRECIPIENT hereby certifies and assures that it is in compliance with the above conditions.
Specifically, SUBRECIPIENT’s financial management system provides for the following:
1. Accurate, current, and complete disclosure of the financial results of each federally
sponsored project or program in accordance with the reporting requirements set forth in in
2 CFR 2400 and 2 CFR 200 Subpart F, as applicable.
2. Records that identify adequately the source and application of funds for federally
sponsored activities. These records contain information pertaining to federal awards,
authorizations, obligations, unobligated balances, assets, outlays, and income.
3. Effective control over and accountability for all funds, property, and other assets. These
assets are adequately safeguarded and are used solely for authorized purposes.
4. Comparison of actual outlays with budget amounts for each grant or other agreement and,
whenever appropriate or required, comparisons of financial information with performance
and unit cost data.
3.5
17
5. Procedures to minimize the elapsed time between the transfer of funds from the
RECIPIENT to SUBRECIPIENT and the disbursement of funds by SUBRECIPIENT.
6. Procedures for determining the reasonableness, allowability, and allocability of costs in
accordance with the provisions of the applicable federal cost principles and the terms of
the grant or other agreement.
7. Accounting records that are supported by source documentation.
8. Annual audits by a firm of independent certified public accountants to ascertain the
effectiveness of the financial management systems and internal procedures that
SUBRECIPIENT has established to meet the terms and conditions of the federal grants
and other agreements. The audits are conducted on an organization-wide basis and
include an appropriate sampling of federal agreements.
9. A systematic method to assure timely and appropriate resolution of audit findings and
recommendations.
10. Organizations (subcontractors and subrecipients) that receive CDBG funds from
SUBRECIPIENT are required to comply with the financial management standards set forth
in this certification.
3.5
18
CITY SUBRECIPIENT AGREEMENT
URBAN HENNEPIN COUNTY
2025 COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
EXHIBIT 2
ACTIVITIES ADMINISTERED BY SUBRECIPIENT
Activity Provider CDBG
National
Objective
Anticipated Goal
Outcomes
Expenses
Eligible for
Reimbursement
Budget
North Lions
Park
City of
Crytal
Low/Mod
Area (LMA)
4330 persons
residing in Low/Mod
census block groups;
Facility Improvement
Building or
improving public
facilities or
infrastructure
$200,000
Required
Documentation
-Environmental Review (Ensure completed by Hennepin County before
beginning work or signing any contracts/agreements that encumber
Federal funds, Purchase Agreement Addendum, etc.);
--Sources and Uses Budget (Preliminary and/or Final, as applicable,
etc.);
--Procurement (Identify and follow appropriate procurement method and
standards, Scopes of Work/ Rehab Plans, MWBE Outreach,
Construction/Rehab Contracts and Invoices, Change Order(s), Lien
Waiver(s), Permit(s), etc.);
--Labor Standards, Employment, Contracting (Section 3 = $200,000
plus; Davis Bacon = $2,000 plus AND a. 8 or more residential unit
structures OR public facility or other public improvement);
--Reimbursement Requests (Invoice and Cost Paid Documentation
including, but not limited to a purchase order, cleared check, wire
transfer summary, credit card bill, receipt, etc.);
--Target Area (defined by low/mod block groups-Map or List of Census
Block Groups);
3.5
19
2025 COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM
EXHIBIT 3
ACTIVITIES ADMINISTERED BY OTHER AGENCY
Activity Provider CDBG National
Objective
Anticipated Goal
Outcomes
Expenses
Eligible for
Reimburse
ment
Budget
NA NA NA NA NA NA
Required
Documentation
NA
3.5
COUNCIL STAFF REPORT
DATE: March 3rd, 2026
FROM: Jesse Struve, PE, Director of Public Works / City Engineer
TO: Mayor and City Council
City Manager Adam R. Bell
CC:
RE: Approve Plans and Authorize Ad for Bids 2026 Mill and Overlay
Background
Staff evaluated the condition of the roads and utilities throughout the community to determine
where we should be prioritizing the reconstruction and mill and overlay programs. Staff
determined the area west of Douglas Dr. and south of 32nd Ave. is the area best suited for a mill
and overlay project. While we have done several reconstruction projects in this area, we are
focusing our reconstruction projects on other areas of higher need.
Staff created the plans and specifications in -house and will be bidding the project toward the
end of March. If the plans are approved and staff is authorized to move forward with the ad for
bids.
If approved, the tentative schedule is as follows:
•Council Review and Approve Plans and Specifications – March 2026
•Open Bids – March 2026
•Award Project –April 2026
•Start of construction – May 2026
Requested City Council Action
Staff recommend approval of the plans and authorize staff to proceed with the bidding process.
Attachments:
•Construction Plans
3.6
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
APPROVE PLANS AND AUTHORIZE AD FOR BIDS
2026 MILL AND OVERLAY PROJECT
WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the
City of Crystal; and
WHEREAS, the City has developed a long-term plan for the replacement and maintenance of
city infrastructure including the roads, utilities, and fleet; and
WHEREAS, the City created plans for the 2026 Mill and Overlay Project; and
WHEREAS, this project improves an area of the City where there have been pavement issues.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The Crystal City Council hereby approves the plans and authorize staff to proceed with
advertising for bids for the 2026 Mill and Overlay Project.
Adopted this 3rd day of March 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
3.6
3.6
3.6
I HEREBY CERTIFY THAT THIS PLAN
WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION
AND THAT I AM A DULY
REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA SAP 116-328-006LOCAL STREETS3.6
COUNCIL STAFF REPORT
DATE: March 3, 2026
FROM: Jesse Struve, PE, Director of Public Works / City Engineer
TO: Mayor and City Council
City Manager Adam R. Bell
CC:
RE: Approve Plans and Authorize Ad for Bids 2026 Utility Reconstruction
Background
Staff evaluated the condition of the roads and utilities throughout the community to determine
where we should be prioritizing the reconstruction program. We are experiencing the most
issues with our watermain in the neighborhood south of Bassett Creek. There have been several
breaks in the last three years and there are significant issues with sump pumps causing icing
issues in the winter months.
The consulting firm WSB provided us with design, construction inspection, and construction
administration for the 2025 Utility Reconstruction project. They did exceptional work and
provided the City high value for the money spent. WSB provided staff with a not -to-exceed
amount of $113,220 to design, prepare plans and specifications, and assist with the bidding of
the project.
WSB is nearly completed with the plans and will go out for bid right away if council approves the
plans tonight and authorizes staff to proceed with bidding. Below is the proposed schedule for
the project and we did host two neighborhood meetings with the residents to go over the
project and scope of work.
If approved, the tentative schedule is as follows:
•Award Design Proposal – October 21, 2025
•First meeting with residents –December 11, 2025
•Second meeting with residents – February 12, 2026
•Council Review and Approve Plans and Specifications – March 2026
•Open Bids – March 2026
•Award Project – March / April 2026
•Start of construction – May 2026
3.7
Requested City Council Action
Staff recommend approval of the plans and authorize staff to proceed with the bidding process.
Attachments:
• Construction Plans from WSB
3.7
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
APPROVE PLANS AND AUTHORIZE AD FOR BIDS
2026 RECONSTRUCTION PROJECT
WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the
City of Crystal; and
WHEREAS, the City has developed a long-term plan for the replacement and maintenance of
city infrastructure including the roads, utilities, and fleet; and
WHEREAS, the City had WSB create plans for the 2026 Utility Reconstruction Project; and
WHEREAS, this project improves an area of the city where there have been infrastructure
issues.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The Crystal City Council hereby approves the plans and authorize staff to proceed with
getting bids for the 2026 Utility Reconstruction Project .
Adopted this 3rd day of March 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-TITL-0001.dwg 2/23/2026 11:24:06 AM2026 STREET AND UTILITY RECONSTRUCTION PROJECT
CITY OF CRYSTAL, MINNESOTA
STREET AND UTILITY RECONSTRUCTIONCONSTRUCTION PLAN FOR
LOCATED ON 29TH PLACE N FROM DOUGLAS DRIVE N TO ZANE AVENUE N
PROJECT LOCATION MAP
F
G
EXISTING PLAN SYMBOLS
PROPERTY LINES/RIGHT-OF-WAY
TREE LINE
SIGN
DECIDUOUS TREE
SHRUB
CONIFEROUS TREE
EXISTING UTILITY SYMBOLS
FIBER OPTIC LINE
GAS LINE
POWER POLE
CATCH BASIN
STORM APRON
CCOMMUNICATION LINE
EELECTRIC POWER LINE
WATER MAIN
SANITARY SEWER
STORM SEWER
GATE VALVE
HYDRANT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
COUNTY:HENNEPIN
SECT 21, TWP 118N, RNG 21W
PROJECT LOCATION
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-22, ENTITLED, "STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES".
GOPHER ONE CALL TICKET NUMBER: 253093644, 253093653, 253093657, 253093659
UTILITY COORDINATION MEETING HELD ON: 01/14/2026
APPROVED BYSHEET NO.DATE
PLAN REVISIONS
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BE
COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
THIS PLAN SET CONTAINS 50 SHEETS
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.
LICENSE NUMBER:DATE:MM/DD/YYYY 52109
NICHOLAS B. GUILLIAMS, P.E.
SHEET
50
OF
ZANE AVENUE N FROM MEDICINE LAKE RD TO 29TH PLACE N
1
THIS PLAN SET HAS BEEN PREPARED FOR:
CITY OF CRYSTAL
4141 DOUGLAS DR N
CRYSTAL, MN 55422
(763) 531-1000
A CALL TO GOPHER STATE ONE (651-454-0002)
IS REQUIRED A MINIMUM OF 48 HOURS PRIOR
TO PERFORMING ANY EXCAVATION.
EXCAVATION NOTICE SYSTEM
UTILITY INFORMATION
ST
S
N
SCALE IN FEET
0
H:
400 800
HORIZONTAL DATUM: NAD83 (2011 ADJUSTMENT)
VERTICAL DATUM: NAVD88 WSB PROJ. NO. 032023-000
PLAN SET INDEX
GOVERNING SPECIFICATIONS
THIS WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY
OF CRYSTAL "GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET
AND UTILITY CONSTRUCTION."
THE 2025 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA'S
"STANDARD UTILITIES SPECIFICATION" SHALL APPLY.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE
MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE
LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.
PROJECT LOCATIONS
BRUNSWICK AVENUE NFROM MEDICINE LAKE RD TO DEAD END
PROJECT LOCATIONSBRUNSWICK AVE N29TH PL N
29TH PL N
ZANE AVE NMEDICINE LAKE RD
DOUGLAS DR NBRUN
SW
IC
K
A
V
E
NBROOKRIDGE AVEVALLEY PL PARK
32ND AVE N
LOUISIANA AVE NVALLEY PLACE PARK FROM 32ND AVENUE N TO NORTH END OF PARKING LOTOEOVERHEAD ELECTRIC POWER LINE
GAS ABABANDONED GAS LINE
PROJECT LOCATIONS
36TH AVE N
MARKWOOD DR N MARKWOOD DR N
37TH AVE NJERSEY CIR N JERSEY AVE N38TH AVE N
6825 MARKWOOD DRIVE N BACKYARD CULVERT
KENTUCKY AVE NJERSEY AVE N3.7
2520
2530
2540
2550
2560
2525
2545
2565
6025
6055
6325 2551
6017
6009
6001
5941
5933
5925
5917
5909
5901
5900
5908
5916
5924
5932
6000
6012
6024
6020
6033
6025
6101
6109
6040 6030
6050
2540
2560
6000
2535
2565
2701
2709
2717
2510
2520
2540
2560
2700
2708
2716
2724
5919
2741
2731
2721
2711
2701
2565
2545
2525
2580
2600
2610 2615
2605
2585
5804
2703
2709
5801
5809
5932
5924
5916 5908 5900
2743
2737
2731
2761
2755
2749
2725
6300
2801
2732
2724
2716
2708
5824
2511
2531
2756
2700
2701
2900
2900 6300
29072908
2916 2917
29372938
2944 2943
2949
2950
COCOSPSPSP
SP
SP
CO COCOCOCOCOCOCOCOCOCOCO
CO
C
O
COCOSP
SP
SP
SP
SP
SP
SP
SPCO
CACA
CO17+25
10+00
11+00
12+00
13+00 14+00 15+00
16+00
17+0045+0033+0034+0035+0036+0037+00 38+0039+0040+0041+0042+0043+0044+0027+00
18+00
19+00 20+0021+0022+0023+00
24+00 25+00 26+00
28+0029+0030+0030+75BID. ALT. NO. 1 - 29TH PL N
STA 10+00.00 TO STA 17+00.00
494745 50
BRUNSWICK AVE N
STA 39+50.00 TO STA 45+00.00
31231813 37
BRUNSWICK AVE N
STA 33+00.00 TO STA 39+50.00
30221712 36
29TH PL N
STA 18+00.00 TO STA 24+00.00
29191411
ZANE AVE N
STA 28+00.00 TO STA 30+75.00
30211612
29TH PL N
STA 24+00.00 TO STA 27+00.00
29201511
36
HENNEPIN
COUNTY ROW
46 48
24
2625
2625
35
35
X
X
X
X
LEGEND
X
SHEET NO.
REMOVAL PLANS
DESCRIPTION
SANITARY SEWER & WATERMAIN PLANS
STREET & STORM SEWER PLANS
EROSION CONTROL PLANS
SIGNING AND STRIPING PLANS
CA
VALLEY PLACE PARK
434142 44
6825
6833
6817
6809
6801
69016909
6730
6720
681868266902 6810 6802
6725
6726
6825 MARKWOOD DR N CULVERT
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-GNRL-0001.dwg 2/23/2026 11:24:15 AMGENERAL
LAYOUT
2
AS SHOWN LJG
NBGLJG
N
SCALE IN FEET
0
H:
100 200
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
MEDICINE LAKE RDDOUGLAS DRIVE N32ND AVE N
KENTUCKY AVE NJERSEY AVE NMARKWOOD DR N
36TH AVE N
M
A
R
KW
O
O
D
D
R
N
JERSEY AVE NIDAHO AVE N3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SEQU-0001.dwg 2/23/2026 11:24:32 AMSTATEMENT OF
ESTIMATED
QUANTITIES
3
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SEQU-0001.dwg 2/23/2026 11:24:36 AMSTATEMENT OF
ESTIMATED
QUANTITIES
4
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-TABS-0001.dwg 2/23/2026 11:24:51 AMTABULATIONS
5
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DETL-0001.dwg 2/23/2026 11:25:05 AMMISCELLANEOUS
DETAILS
6
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
SCALE:
8
6
RIP RAP INSTALLATION
NOT TO SCALE
SCALE:
1
6
STORM DRAIN INLET PROTECTION
NOT TO SCALE SCALE:
2
6
ROCK CONSTRUCTION ENTRANCE
NOT TO SCALE SCALE:
3
6
SILT FENCE INSTALLATION
NOT TO SCALE SCALE:
4
6
CATCH BASIN
NOT TO SCALE
SCALE:
5
6
CATCH BASIN MANHOLE
NOT TO SCALE SCALE:
6
6
STORM MANHOLE
NOT TO SCALE SCALE:
7
6
DRAIN TILE INSTALLATION
NOT TO SCALE
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DETL-0001.dwg 2/23/2026 11:25:08 AMMISCELLANEOUS
DETAILS
7
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
SCALE:
3
7
CURB AT CATCH BASIN
NOT TO SCALE SCALE:
4
7
HYDRANT INSTALLATION
NOT TO SCALESCALE:
1
7
SANITARY SEWER MANHOLE
NOT TO SCALE SCALE:
2
7
CONCRETE CURB AND GUTTER
NOT TO SCALE
SCALE:
5
7
GATE VALVE INSTALLATION
NOT TO SCALE SCALE:
6
7
WATER SERVICE INSTALLATION
NOT TO SCALE SCALE:
7
7
THRUST BLOCKING INSTALLATION
NOT TO SCALE SCALE:
8
7
WATER & SEWER SERVICE STAMPS
NOT TO SCALE
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DETL-0001.dwg 2/23/2026 11:25:09 AMMISCELLANEOUS
DETAILS
8
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
CROSS SLOPE WHEN SIDEWALK / TR
A
I
L
CROSSES DRIVEWAY
14" PER FOOT
DRIVEWAY SL
O
P
E
V
A
R
I
E
S
3/4" LIP
NOTES:
1. WHERE EXISTING CURB OR CURB & GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY
OR NEW DRIVEWAY OPENING, SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT. WHERE SAID NEAREST JOINT IS
MORE THEN 3' BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION, A CLEAN SAW-CUT WILL BE
PERMITTED AND THE NEW SECTIONS POURED.
2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW
DRIVEWAY OR NEW DRIVEWAY OPENING, SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT. BITUMINOUS
TRAILS SHALL BE SAW CUT AS DIRECTED BY THE CITY ENGINEER. SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL
EXTEND THROUGH THE DRIVEWAY UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT. EXPANSION
JOINTS SHALL BE PLACED AT EXISTING SIDEWALK MATCH POINTS.
3. WHERE EXISTING CURB OR CURB & GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY
OR NEW DRIVEWAY OPENING, THE CONTRACTOR SHALL SAW CUT THE BITUMINOUS ROADWAY, RECOMPACT THE AGGREGATE
BASE, AND TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER.
4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT DO NOT HAVE A HARD SURFACE APRON WITH IN THE RIGHT OF
WAY SHALL RECEIVE A BITUMINOUS APRON EXTENDING 5' FROM THE BACK OF CURB OR 6' FROM THE PAVEMENT EDGE WHEN
CURBING IS NOT PRESENT, OR AS DIRECTED BY THE CITY ENGINEER.
5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 40' OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN
APPROVAL IS GIVEN BY THE CITY ENGINEER.
6" CLASS 5 OR
SALVAGED/RECYCLED
MATERIAL MEETING CLASS
5 GRADATION (MnDOT
3138)
CONCRETE
CURB & GUTTER
2' MIN.
STREET PATCH 2' BY LENGTH OF CURBING
REMOVED AND REPLACED (MATCH
EXISTING THICKNESS)
1'-0"
3'-0"
MIN. 10.0' TO MAX 24.0'
BACK OF CURB
CONTRACTION JOINT
SIDEWALK CROSSING ONLY
SAWED OR PREFORMED
CONTRACTION JOINT
(SAWED OR PREFORMED
ON WIDTHS 16' OR
GREATER)
EXPANSION JOINT
6" CONCRETE
PAVEMENT (3F52A)
3'-0"
CONTRACTION JOINT (SAWED OR
PREFORMED)
SCALE:
2
8
CONCRETE DRIVEWAY REPLACEMENT
NOT TO SCALE
BITUMINOUS WEAR COURSE
CAST IRON OR DUCTILE
IRON ADJUSTMENT RING
AS MANUFACTURED BY
ESS BROTHERS AND SONS INC.
OR ENGINEER APPROVED EQUAL
EBS SUPER GLUE
ADHESIVE OR ENGINEER
APPROVED
EQUIVALENT (1/4" BEAD, 360 DEG.)
BITUMINOUS BASE COURSE
1/2"
BITUMINOUS BASE
COURSE
ADJUSTMENT DETAIL
BITUMINOUS WEAR
COURSE
ADJUSTMENT DETAIL
BITUMINOUS BASE
COURSE
NOTES:
1. THE HEIGHT OF THE CAST IRON OR DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE WEAR
COURSE.
2. CAST IRON OR DUCTILE IRON ADJUSTMENT RINGS TO BE INSTALLED AS PER MANUFACTURE'S RECOMMENDATION.
3. AFTER INSTALLATION OF ADJUSTMENT RING, TRAFFIC BARREL SHALL BE PLACED ON STRUCTURE UNTIL WEAR COURSE IS
INSTALLED (INCIDENTAL).
1/2"
NO SCALE
NO SCALE
NOTES:
1. ALL CASTINGS AND INFILTRATION BARRIERS SHALL BE INSTALLED AS DETAILED ABOVE PRIOR TO PLACEMENT OF THE
FIRST LIFT BITUMINOUS PAVEMENT
SCALE:
3
8
MANHOLE ADJUSTMENT
NOT TO SCALE SCALE:
4
8
PERMANENT BARRICADE
NOT TO SCALE
BOLTS WITH WASHERS
2"
7"
7"
8'-0"
2'-0"4'-0"2'-0"6"45°
CL
5'-0"MIN.EX. GROUND
NOMINAL
1"X8"X8'-0"
SIGN POSTS AND
ANCHORS PER
STR-27
NOTES:
1. THE PLACEMENT OF THE BARRICADE SHALL BE 10'-0" FROM THE END OF
THE BITUMINOUS ROAD WITH THE BARRICADE CENTERED ON THE
ROADWAY FACING THE FLOW OF TRAFFIC. BARRICADES SHALL BE
PLACED WITH MAXIMUM 6' SPACING AND SHALL SPAN ENTIRE ROADWAY
WIDTH.
2. ONLY ONE "END OF ROAD MARKER" REQUIRED PER STREET.
ADD "END OF ROAD MARKER"
(OM4-2 RED ON BLACK)
X4-11
MOUNT ABOVE TOP
PANEL ON POST
CROSS SLOPE WHEN SIDEWALK / TRA
I
L
CROSSES DRIVEWAY 14" PER FOOT
DRIVEWAY SL
O
P
E
V
A
R
I
E
S
3/4" LIP
NOTES:
1. WHERE EXISTING CURB OR CURB & GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY
OR NEW DRIVEWAY OPENING, SAID SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT. WHERE SAID NEAREST JOINT IS
MORE THEN 3' BEYOND THE PROJECTED EDGE OF THE PROPOSED DRIVEWAY CONSTRUCTION, A CLEAN SAW-CUT WILL BE
PERMITTED AND THE NEW SECTIONS POURED.
2. WHERE EXISTING SIDEWALK SECTIONS OR BITUMINOUS TRAIL ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW
DRIVEWAY OR NEW DRIVEWAY OPENING, SIDEWALK SECTIONS SHALL BE REMOVED TO THE NEAREST JOINT. BITUMINOUS
TRAILS SHALL BE SAW CUT AS DIRECTED BY THE CITY ENGINEER. SIDEWALK SECTIONS AND BITUMINOUS TRAILS SHALL
EXTEND THROUGH THE DRIVEWAY UNLESS THE CITY ENGINEER APPROVES IN WRITING SOMETHING DIFFERENT. EXPANSION
JOINTS SHALL BE PLACED AT EXISTING SIDEWALK MATCH POINTS.
3. WHERE EXISTING CURB OR CURB & GUTTER SECTIONS ARE REMOVED TO FACILITATE CONSTRUCTION OF A NEW DRIVEWAY
OR NEW DRIVEWAY OPENING, THE CONTRACTOR SHALL SAW CUT THE BITUMINOUS ROADWAY, RECOMPACT THE AGGREGATE
BASE, AND TACK ALL EDGES AS APPROVED BY THE CITY ENGINEER.
4. DRIVEWAYS ON STREET RECONSTRUCTION PROJECTS THAT DO NOT HAVE A HARD SURFACE APRON WITH IN THE RIGHT OF
WAY SHALL RECEIVE A BITUMINOUS APRON EXTENDING 5' FROM THE BACK OF CURB OR 6' FROM THE PAVEMENT EDGE WHEN
CURBING IS NOT PRESENT, OR AS DIRECTED BY THE CITY ENGINEER.
5. NO DRIVEWAY ENTRANCE SHALL BE INSTALLED WITHIN 40' OF A STREET INTERSECTION END RADIUS UNLESS WRITTEN
APPROVAL IS GIVEN BY THE CITY ENGINEER.
6" CLASS 5 OR
SALVAGED/RECYCLED
MATERIAL MEETING CLASS
5 GRADATION (MnDOT
3138)
BITUMINOUS 3"
THICKNESS TYPICAL
CONCRETE
CURB & GUTTER
2' MIN.
STREET PATCH 2' BY LENGTH OF CURBING
REMOVED AND REPLACED (MATCH
EXISTING THICKNESS)
1'-0"
3'-0"
MIN. 10.0' TO MAX 24.0'
BITUMINOUS
BACK OF CURB
3" BITUMINOUS
3'-0"
SCALE:
1
8
BITUMINOUS DRIVEWAY REPLACEMENT
NOT TO SCALE
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STND-0001.dwg 2/23/2026 11:25:13 AMSTANDARD
PLANS
9
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
14'
LANE
14'
LANE
29TH PL N & ZANE AVE N
VARI
E
S
.
(
T
Y
P
.
)
30' R/W 30' R/W
2%
CONCRETE CURB & GUTTER DESIGN B618
SEE DETAIL PLATE ST-1 FOR DETAILS
(TYP.)
INSET A (TYP.)
2%
10'
BLVD
VARIES
10'
BLVD
VARIES
INSET A
INSET C
INSET C (TYP.)
1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) [SPWEA240C]
2357 BITUMINOUS TACK COAT
2.5" TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEB240C]
8" AGGREGATE BASE CLASS 5
12" SELECT GRANULAR EMBANKMENT
X" CONCRETE WALK [MN/DOT 3F52]
6" AGGREGATE BASE CLASS 5 (OR RECYCLED EQUAL
MEETING CLASS 5 GRADATION) (MN/DOT 3138) (INCIDENTAL)
APPROVED SUBGRADE (INCIDENTAL)
SODDING TYPE LAWN WITH FERTILIZER TYPE 3 @ 350 LBS/ACRE
6" COMMON TOPSOIL BORROW (CV)
EXISTING SUBGRADE (INCIDENTAL)
X = 4" PRIVATE WALK
X = 6" PEDESTRIAN RAMP
X = 6" CONCRETE WALK
X = 6" RESIDENTIAL DRIVEWAY
X = 8" COMMERCIAL DRIVEWAY
3" TYPE 9.5 WEAR COURSE MIX (2,C) SPWEA240C
6" AGGREGATE BASE CLASS 5 (OR RECYCLED EQUAL
MEETING CLASS 5 GRADATION) (MN/DOT 3138) (INCIDENTAL)
APPROVED SUBGRADE (INCIDENTAL)
BITUMINOUS DRIVEWAY & TRAIL PAVEMENT
REPLACEMENT
CONCRETE PAVEMENT REPLACEMENT
GEOTEXTILE FABRIC (MN/DOT 3733, TYPE V)
15.5'
LANE
15.5'
LANE
BRUNSWICK AVE N
VARI
E
S
.
(
T
Y
P
.
)
30' R/W 30' R/W
2%
EXISTING CONCRETE CURB & GUTTER
DESIGN B618. SPOT REPLACEMENT AS
DIRECTED BY THE ENGINEER.
SEE DETAIL PLATE ST-1 FOR DETAILS
(TYP.)
INSET B (TYP.)
2%
10'
BLVD
VARIES
10'
BLVD
VARIES
INSET C (TYP.)
INSET B
1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) [SPWEA240C]
2357 BITUMINOUS TACK COAT
2.5" TYPE SP 12.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEB240C]
8" COMPACTED REMAINING MATERIAL (MN/DOT 2215)
14'
LANE
14'
LANE
BID ALTERNATE NO.1.
29TH PL N
VARI
E
S
.
(
T
Y
P
.
)
30' R/W 30' R/W
2%
INSET B (TYP.)
2%
10'
BLVD
VARIES
10'
BLVD
VARIES
INSET C (TYP.)
EXISTING CONCRETE CURB & GUTTER
DESIGN B618. SPOT REPLACEMENT AS
DIRECTED BY THE ENGINEER.
SEE DETAIL PLATE ST-1 FOR DETAILS
(TYP.)C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-TSCT-0001.dwg 2/23/2026 11:25:18 AMTYPICAL
SECTIONS
10
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
WM RM REMOVE WATERMAIN
REMOVE WATER SERVICE/ CURB STOP
REMOVE CURB AND GUTTER
FULL DEPTH RECLAMATION
REMOVE CONCRETE DRIVEWAY
PAVEMENT
REMOVE CONCRETE WALK
XXXXXXXXXXXXXXXXXXXXX
ST RM REMOVE STORM SEWER
REMOVE BITUMINOUS TRAIL/WALK
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
REMOVE BITUMINOUS PAVEMENT
LEGEND
ADJUST FRAME AND RING CASTING
REMOVE GATE VALVE
REMOVE SIGN
SALVAGE SIGN
CLEAR AND GRUB TREE
SALVAGE MAILBOX
CONSTRUCTION LIMITS
HY REMOVE HYDRANT
B
C SAWCUT CONCRETE PAVEMENT (FULL
DEPTH)
SAWCUT BITUMINOUS PAVEMENT
(FULL DEPTH)
REMOVE STORM STRUCTURE
REMOVE PIPE DRAINDTL
REMOVE CASTING
GV
S
M
AC
RC
MB
MB
MB
MB
MB
>
>>>>
>
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB
MB
IRR
>
>
>
>
>
>
>
>
>
>
>
>
>>>>
>
>
>
>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||>
>
>
>>>>>>>|OEOE
OEOEOEOEOEOEOEOE
CCCCCCCGGGGGGGGGGGGGGFXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLB
B
C
C
C
C
C
C
C
C
C
C
HY
HY
WM RMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS
GV
GV
GV
GV GV
M
M
M
M M
M
M
M
M
M
M
M
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC37+0038+0039+001
8
+
0
0
19+00
20+00
21+00
22+00
23+00
24+0
0
25
+
0
0
1
6
+
0
0
1
7
+
0
0
1
7
+
2
5
6017 6009
6001
5941
5933
5925 5917
5932
5924
BEGIN 29TH PL N
STA: 18+14.89
GGGG
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB MB
CO
IRR MB
MB
>>>>>>>>>>>>>>>
>
>
>
>>>>>>>>>>>>||||||||||||||||||||||||||||||||||OEOEOE
OEOEOE
CCCCCCOEOEOEGGGGGGGGGGGGGGGGGF
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLDTLB
B
C
C
C
C C
C
C
C
BHY
HY
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS
GV
M
M
M
M
M M M
M
M
AC
AC
AC
ACAC
AC
AC
GV
22+0023+0
0
24+00 25+00 26+00 27+00
29+0030+0030+755909 5901
590059085916
BASSETT CREEK PARK
END 29TH PL N
STA: 26+44.67
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DEMO-0001.dwg 2/23/2026 11:25:29 AM11
AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
REMOVAL
PLANS
LOCATION
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
N
MATCHLINE STA -SEE BELOW24+00BRUNSWICK AVE N
SEE SHEET - 13
29TH PL N
SEE SHEET - 45
BRUNSWICK AVE NSEE SHEET - 12NOTES:
1.SAW CUTTING CONCRETE WALK AND CONCRETE
CURB AND GUTTER IS INCIDENTAL TO REMOVAL.
2.THE LIMITS OF THE DRIVEWAY REMOVALS SHALL BE
DETERMINED
NMATCHLINE STA -SEE ABOVE24+00ZANE AVE N
SEE SHEET - 12
3.7
G GGGGGGGGGMBCOIRRMBMBMBMBMBMBMB>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||>>>>>>>>>|
|
|
|
|
|
|||||||||||>>>>>>
>>>>>>>>>>>>>>>>>>OEOEOEGGGG
G
G
GG
XXXXXX
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDTLDTLDTLDTL DTL
DTLDTLDTLDTLC
C
C
B
B
HY
XXXXXXXXXXXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS
GV
M
M
M
AC
AC
AC
AC
ACGV25+0026+0027+0028+00 29+00 30+00 30+75
5901
5900
5900
5901
MEDICINE LAKE ROAD
BASSETT CREEK PARK
END ZANE AVE N
STA: 30+41.56
BEGIN ZANE AVE N
STA: 28+21.51
WM RM REMOVE WATERMAIN
REMOVE WATER SERVICE/ CURB STOP
REMOVE CURB AND GUTTER
FULL DEPTH RECLAMATION
REMOVE CONCRETE DRIVEWAY
PAVEMENT
REMOVE CONCRETE WALK
XXXXXXXXXXXXXXXXXXXXX
ST RM REMOVE STORM SEWER
REMOVE BITUMINOUS TRAIL/WALK
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
REMOVE BITUMINOUS PAVEMENT
LEGEND
ADJUST FRAME AND RING CASTING
REMOVE GATE VALVE
REMOVE SIGN
SALVAGE SIGN
CLEAR AND GRUB TREE
SALVAGE MAILBOX
CONSTRUCTION LIMITS
HY REMOVE HYDRANT
B
C SAWCUT CONCRETE PAVEMENT (FULL
DEPTH)
SAWCUT BITUMINOUS PAVEMENT
(FULL DEPTH)
REMOVE STORM STRUCTURE
REMOVE PIPE DRAINDTL
REMOVE CASTING
GV
S
M
AC
RC
MBMBMB>>>>>>GGGGGGGGMB MB>>>>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||>
>
>
>
>
|
|
|
|
|
|
|
|
|||||||||||>>>>>>>>>
>>>>>>>>>>>|OE
OE
OE
OEOEOEOE
OEOEOEOEGGGAS ABGAS ABGC
C
C
C
C
C
C C
C CCCCXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDTLDTLDTLDTLDTLDTLDTLC
C
B HY WM RMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXS
S
GV
GV
GV
GV
GV
M
M
M
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
33+0
0
34+00
35+00
36+00
37+00
38+0
0
39+0018+0019+002
0
+
0
0 16+0017+0017+256024
6017
2701
MEDIC
INE
LAKE
ROAD
BEGIN BRUNSWICK AVE N
STA: 33+13.02
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DEMO-0001.dwg 2/23/2026 11:25:34 AM12
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
REMOVAL
PLANS
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950NZANE AVE N
NBG
LJG
LJG
29TH PL N
SEE SHEET - 11
NOTES:
1.SAW CUTTING CONCRETE WALK AND CONCRETE
CURB AND GUTTER IS INCIDENTAL TO REMOVAL.
2.THE LIMITS OF THE DRIVEWAY REMOVALS SHALL BE
DETERMINED
NBRUNSWICK AVE N
MATCHLINE STA -SEE SHEET -39+501329TH PL N
SEE SHEET - 11
29TH PL N
SEE SHEET - 45
3.7
>>|>>>>||>>>>>>>>||||||||||||||||>>>>>>>>>>>>>>HYWM RMGV
GV
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXAC
ACAC
AC
AC
AC
AC
AC
RC
RC
AC
39+00
40+00 41+00 42+00 43+00 44+00 45+0016+002900
END BRUNSWICK AVE N
STA: 44+66.64
WM RM REMOVE WATERMAIN
REMOVE WATER SERVICE/ CURB STOP
REMOVE CURB AND GUTTER
FULL DEPTH RECLAMATION
REMOVE CONCRETE DRIVEWAY
PAVEMENT
REMOVE CONCRETE WALK
XXXXXXXXXXXXXXXXXXXXX
ST RM REMOVE STORM SEWER
REMOVE BITUMINOUS TRAIL/WALK
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
REMOVE BITUMINOUS PAVEMENT
LEGEND
ADJUST FRAME AND RING CASTING
REMOVE GATE VALVE
REMOVE SIGN
SALVAGE SIGN
CLEAR AND GRUB TREE
SALVAGE MAILBOX
CONSTRUCTION LIMITS
HY REMOVE HYDRANT
B
C SAWCUT CONCRETE PAVEMENT (FULL
DEPTH)
SAWCUT BITUMINOUS PAVEMENT
(FULL DEPTH)
REMOVE STORM STRUCTURE
REMOVE PIPE DRAINDTL
REMOVE CASTING
GV
S
M
AC
RC
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DEMO-0001.dwg 2/23/2026 11:25:37 AM13
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
REMOVAL
PLANS
LOCATION
NBRUNSWICK AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950MATCHLINE STA -SEE SHEET -39+5012NBG
LJG
LJG
NOTES:
1.SAW CUTTING CONCRETE WALK AND CONCRETE
CURB AND GUTTER IS INCIDENTAL TO REMOVAL.
2.THE LIMITS OF THE DRIVEWAY REMOVALS SHALL BE
DETERMINED
3.7
840
845
850
855
860
865
870
875
880
840
845
850
855
860
865
870
875
880
861.218+00 861.63861.618+50 861.17861.219+00 860.71860.719+50 860.25860.320+00 859.80859.920+50 859.34859.421+00 858.88858.921+50 858.42858.422+00 857.96857.922+50 857.51857.523+00 857.03856.923+50 856.44856.224+00 855.71855.524+50
EX 6005TYPE: EX 48" MHRIM: 861.67INV: 849.44 (N)INV: 849.14 (E)STA: 18+15.72, 1.80 LTEX 6004TYPE: EX 48" MHRIM: 860.93INV: 848.58 (W)INV: 848.53 (NE)STA: 19+02.19, 10.80 RTEX 6003TYPE: EX 48" MHRIM: 857.86INV: 847.54 (SW)INV: 847.49 (E)STA: 22+53.66, 3.51 LTEX 6002TYPE: EX 48" MHRIM: 856.43INV: 845.44 (W)INV: 845.39 (E)STA: 23+94.15, 4.39 LT90' - 8" EX VCP SSWR @ 0.63%
INSTALL CIPP LINER
355' - 8" EX VCP SSWR @ 0.28%
INSTALL CIPP LINER
141' - 8" EX VCP SSWR @ 1.46%
INSTALL CIPP LINER
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
454' - 6" CIP WATERMAIN
INSTALL CIPP LINER
CONNECT TO
EXISTING WATER MAIN
EXISTING GROUND
PROPOSED GRADE
MB
MB
MB
MB
MB
>
>>>>
>
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB
MB
IRR|||||||||||||||||||||||||||||||||||||||||||||||||||||||>
>
>
>>>>>>>|OEOE
OEOEOEOEOEOEOEOEOE
CCCCCCCGGGGGGGGGGGGGGFMB
MB
MB
MB
MB
>
>>>>
>
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB
MB
IRR|||||||||||||||||||||||||||||||||||||||||||||||||||||||>
>
>
>>>>>>>|OEOE
OEOEOEOEOEOEOEOEOE
CCCCCCCGGGGGGGGGGGGGGFSP
SP
C
O COCOCOCOCOCOCOCOCOCOCOCOSP
SP
SP
SP
SP
SP
SP
SP
C
O CO6017 6009
6001
5941
5933
5925 5917
5932
5924
E
X
8
"
V
C
P
EX 8" V
C
P
EX 8" VCP
EX
8
"
V
C
P
STA: 18+45.96
13.15 LT
6" GV
STA: 19+02.63
EX 6" - 45° BEND
0.56 LT
STA: 22+59.22
EX 6"x6" TEE
12.51 LT
STA: 22+53.95
EX 6" - 22.5° BEND
13.70 LT
STA: 23+93.81
EX 6" - 22.5° BEND
14.58 LT
STA: 18+51.22
EX 6"x6" TEE
35.43 RT
1
8
+
0
0
19+00
20+00
21+00
22+00
23+00
24+00
25
+
0
037+0038+0039+0017+25
1
6
+
0
0
1
7
+
0
0
EX 6004
EX 6003
EX 6002
EX 6" C
I
P
EX 6" CIP
EX 6" C
I
P
STA: 18+50.91
21.89 LT
HYDRANT
4'-6" DIP
6" GV
STA: 22+61.20
22.75 LT
HYDRANT
3'-6" DIP
6" GV
CONNECT TO
EXISTING WATER MAIN
CONNECT TO
EXISTING WATER MAIN
ST
ST
SS
S
S
LEGEND
S
CONSTRUCTION LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED WATER SERVICE
WITH CURB STOP
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED VALVE
EXISTING WATER SERVICE
WITH CURB STOP
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SSWT-0001.dwg 2/23/2026 11:25:49 AMSANITARY
SEWER &
WATERMAIN
PLANS
14
AS SHOWN LJG
NBGLJG
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
N
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
29TH PL N
NOTES:
1.CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES FROM THE MAIN UP TO AND INCLUDING
THE CURB STOP.
2.EXISTING SERVICE CORP AT THE MAINLINE SHALL BE
PLUGGED (INCIDENTAL) AND A NEW CORP SHALL BE
INSTALLED FOLLOWING THE LINING OF THE
WATERMAIN.MATCHLINE STA -SEE SHEET -24+0015BRUNSWICK AVE N
SEE SHEET - 18
29TH PL N
SEE SHEET - 46
BRUNSWICK AVE NSEE SHEET - 173.7
835
840
845
850
855
860
865
870
875
835
840
845
850
855
860
865
870
875
855.71855.524+50 854.86854.725+00 853.87853.825+50 852.75852.826+00 851.526+50 27+00
EX 6001TYPE: EX 48" MHRIM: 851.52INV: 843.13 (W)INV: 843.08 (S)STA: 30+41.62, 0.23 RT251' - 8" EX VCP SSWR @ 0.90%
INSTALL CIPP LINER
260' - EX 6" CIP WATERMAIN
INSTALL CIPP LINER
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND
PROPOSED GRADE
GGGG
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB MB
CO
IRR MB
MB
>>>>>>>>>>>>||||||||||||||||||||||||||||||||||OEOEOE
OEOEOE
CCCCCCOEOEOEGGGGGGGGGGGGGGGGGF
GGGG
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB MB
CO
IRR MB
MB
>>>>>>>>>>>>||||||||||||||||||||||||||||||||||OEOEOE
OEOEOE
CCCCCCOEOEOEGGGGGGGGGGGGGGGGGF
SPSPSP
SP
SP
COCOCOCOCO
COCOCOCOCOSP
SP
SP
SP
SP
5909 5901
590059085916
EX 8" VCP
STA: 26+52.47
EX 6"x6" TEE
11.48 LT
27+00
22+0023+00
24+00
25+00 26+00
29+0030+0030+75EX 6001
EX 6" CIP
STA: 26+65.31
11.54 LT
HYDRANT
3'-6" DIP
6" GV
BASSETT CREEK PARK
CONNECT TO
EXISTING WATER MAIN
EXISTING WATER MAINST
SS S
LEGEND
S
CONSTRUCTION LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED WATER SERVICE
WITH CURB STOP
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED VALVE
EXISTING WATER SERVICE
WITH CURB STOP
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SSWT-0001.dwg 2/23/2026 11:25:54 AMSANITARY
SEWER &
WATERMAIN
PLANS
15
AS SHOWN
LJG
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
N
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
29TH PL N
LJG
NBGLJG
NOTES:
1.CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES FROM THE MAIN UP TO AND INCLUDING
THE CURB STOP.
2.EXISTING SERVICE CORP AT THE MAINLINE SHALL BE
PLUGGED (INCIDENTAL) AND A NEW CORP SHALL BE
INSTALLED FOLLOWING THE LINING OF THE
WATERMAIN.MATCHLINE STA -SEE SHEET -24+0014ZANE AVE N
SEE SHEET - 16
3.7
840
845
850
855
860
865
870
875
880
840
845
850
855
860
865
870
875
880
856.028+00 854.78854.728+50 853.87853.929+00 853.17853.229+50 852.47852.530+00 851.430+50 852.530+75
EX 6000TYPE: EX 48" MHRIM: 855.89INV: 838.97 (N)STA: 28+08.74, 1.16 LTEX 6001
233' - 8" EX VCP SSWR @ 1.76%
INSTALL CIPP LINER
230' - EX 6" CIP WATERMAIN
INSTALL CIPP LINER
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
CONNECT TO
EXISTING WATER MAIN
EXISTING GROUND
PROPOSED GRADE
G GGGGGGGGGCOIRRMBMBMBMBMBMBMB||||||||||||||||||||||||||||||||||
|
|
|
|
|||||||||||OEOEOEGGGG
G
G
GG
G GGGGGGGGGCOIRRMBMBMBMBMBMBMB||||||||||||||||||||||||||||||||||
|
|
|
|
|||||||||||OEOEOEGGGG
G
G
GG
COCOSP
SPSPCO
COCO5901
5900
5900
5901
EX 8" VCP
STA: 28+44.39
6.67 RT
6" GV
STA: 28+20.93
EX 6"x6" CROSS
6.90 RT
27+0025+0026+0028+00 29+00 30+00 30+75
EX 6" CIP
BASSETT CREEK PARKMEDICINE
LAKE
ROAD
CONNECT TO
EXISTING WATER MAIN
STSSSTEX 6000
LEGEND
S
CONSTRUCTION LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED WATER SERVICE
WITH CURB STOP
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED VALVE
EXISTING WATER SERVICE
WITH CURB STOP
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SSWT-0001.dwg 2/23/2026 11:25:59 AMSANITARY
SEWER &
WATERMAIN
PLANS
16
AS SHOWN
LJG
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950NSCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
ZANE AVE N
LJG
NBGLJG
NOTES:
1.CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES FROM THE MAIN UP TO AND INCLUDING
THE CURB STOP.
2.EXISTING SERVICE CORP AT THE MAINLINE SHALL BE
PLUGGED (INCIDENTAL) AND A NEW CORP SHALL BE
INSTALLED FOLLOWING THE LINING OF THE
WATERMAIN.
29TH PL N
SEE SHEET - 15
3.7
840
845
850
855
860
865
870
875
880
840
845
850
855
860
865
870
875
880
876.69876.733+00 875.04875.033+50 873.31873.334+00 871.41871.434+50 869.51869.535+00 867.60867.635+50 865.69865.736+00 863.85863.836+50 862.00862.037+00 860.22860.237+50 858.90858.938+00 858.38858.438+50 858.28858.339+00 858.58858.639+50
EX 6005
EX 6006TYPE: EX 48" MHRIM: 858.29INV: 850.15 (N)INV: 850.20 (S)STA: 39+18.82, 5.42 RT209' - 8" EX VCP SSWR @ 0.36%
INSTALL CIPP LINER
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
578' - 8" CIP WATERMAIN
INSTALL CIPP LINER
CONNECT TO
EXISTING WATER MAIN
CONNECT TO
EXISTING WATER MAIN
EXISTING GROUND MBM
BMB >>>>>>GGGGGGGMB||||||||||||||||||||||||||||||||||||||||||
|
|
|
|
|
|||||||||||||>>>>>>>>>
>>>>>>>>>|OE
OE
OE
OEOEOEOE
OEOEOEOEGGGAS ABGC
C
C
C
C
C
C C
C CCCMBM
BMB >>>>>>GGGGGGGMB||||||||||||||||||||||||||||||||||||||||||
|
|
|
|
|
|||||||||||||>>>>>>>>>
>>>>>>>>>|OE
OE
OE
OEOEOEOE
OEOEOEOEGGGAS ABGC
C
C
C
C
C
C C
C CCCCOCOSPCOCO
6024
6017
2701
EX 8" VCPSTA: 33+34.02
11.22 RT
8" GV
STA: 37+21.73
EX 8"x6" TEE
9.87 RT
STA: 39+18.70
EX 8" - 22.5° BEND
15.53 RT
STA: 37+41.64
8.78 RT
8" GV
18+0019+002
0
+
0
0
33+0
0
34+00
35+00
36+00
37+00
38+0
0
39+00
40+00
17+25 16+0017+00EX 6006
EX 6004
EX 8" CIP
EX 8" CIPMEDIC
INE
LAKE
ROAD
STA: 33+11.91
EX 8"x8" CROSS
12.53 RT 4" DIPSTA: 37+29.06
EX 8"x4" TEE
9.47 RT
STA: 37+27.06
27.19 LT
4" GV
STSTSSSCONNECT TO
EXISTING WATER MAIN
CONNECT TO
EXISTING WATER MAIN
EX 6005
EX 8"
V
C
P
EX 8"
C
I
P STLEGEND
S
CONSTRUCTION LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED WATER SERVICE
WITH CURB STOP
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED VALVE
EXISTING WATER SERVICE
WITH CURB STOP
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SSWT-0001.dwg 2/23/2026 11:26:04 AMSANITARY
SEWER &
WATERMAIN
PLANS
17
AS SHOWN
LJG
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950NSCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
BRUNSWICK AVE N MATCHLINE STA -SEE SHEET -39+5018LJG
NBGLJG
29TH PL N
SEE SHEET - 46
29TH PL N
SEE SHEET - 14
NOTES:
1.CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES FROM THE MAIN UP TO AND INCLUDING
THE CURB STOP.
2.EXISTING SERVICE CORP AT THE MAINLINE SHALL BE
PLUGGED (INCIDENTAL) AND A NEW CORP SHALL BE
INSTALLED FOLLOWING THE LINING OF THE
WATERMAIN.
3.7
840
845
850
855
860
865
870
875
880
840
845
850
855
860
865
870
875
880
858.58858.639+50 858.89858.940+00 859.12859.140+50 859.36859.441+00 859.65859.641+50 860.06860.142+00 860.19860.242+50 860.10860.143+00 859.73859.743+50 859.20859.244+00 858.69858.744+50 45+00
EX 6007TYPE: EX 48" MHRIM: 859.65INV: 851.30 (S)INV: 851.62 (NW)INV: 851.42 (W)STA: 41+50.73, 0.13 LT232' - 8" EX VCP SSWR @ 0.49%
INSTALL CIPP LINER
246' - EX 8" CIP WATERMAIN
INSTALL CIPP LINER
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND >>|>>>>||||||||||||||||||>>>>>>>>>>>>>>>>|>>>>||||||||||||||||||>>>>>>>>>>>>>>2900
EX 8" VCP
STA: 41+49.95
EX 8"x6" TEE
9.86 RT
39+00
40+00 41+00 42+00 43+00 44+00 45+0016+00EX 8" CIP
EX 8" CIP
STA: 41+50.10
23.20 RT
HYDRANT
3'-6" DIP
6" GV
STA: 41+47.48
EX 8"x4" TEE
9.88 RT 4" DIPSTA: 41+47.65
29.20 LT
4" GV
STA: 41+67.49
EX 8" PLUG
9.63 RTSSCONNECT TO
EXISTING WATER MAIN
EX 6007ST
LEGEND
S
CONSTRUCTION LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED WATER SERVICE
WITH CURB STOP
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED VALVE
EXISTING WATER SERVICE
WITH CURB STOP
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SSWT-0001.dwg 2/23/2026 11:26:09 AMSANITARY
SEWER &
WATERMAIN
PLANS
18
AS SHOWN
LJG
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950NSCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
BRUNSWICK AVE NMATCHLINE STA -SEE SHEET -39+5017LJG
NBGLJG
NOTES:
1.CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES FROM THE MAIN UP TO AND INCLUDING
THE CURB STOP.
2.EXISTING SERVICE CORP AT THE MAINLINE SHALL BE
PLUGGED (INCIDENTAL) AND A NEW CORP SHALL BE
INSTALLED FOLLOWING THE LINING OF THE
WATERMAIN.
3.7
850
855
860
865
870
875
880
885
890
850
855
860
865
870
875
880
885
890
-0.92%PVIE: 861.81PVIS: 18+29.70BVCE: 857.29BVCS: 23+23.96861.218+00 861.63861.618+50 861.17861.219+00 860.71860.719+50 860.25860.320+00 859.80859.920+50 859.34859.421+00 858.88858.921+50 858.42858.422+00 857.96857.922+50 857.51857.523+00 857.03856.923+50 856.44856.224+00 855.71855.524+50
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND
PROPOSED GRADE
MB
MB
MB
MB
MB
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB
MB
IRR|||||||||||||||||||||||||||||||||||||||||||||||||||||||
OE
OEOEOEOEOEOEOEOEOE
CCCCCCCGGGGGGGGGGGGGGFSP
SP
C
O COCOCOCOCOCOCOCOCOCOCOCOSP
SP
SP
SP
SP
SP
SP
SP
C
O CO37+0038+0039+006017 6009
6001
5941
5933
5925 5917
59
0
9
59
0
1
59
1
6
5932
5924
28' FACE-TO-FACE
28'
F
A
C
E
-
T
O
-
F
A
C
E
SS
S
S
ST
ST
17+25
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
19+00
20+00
21+00
22+00
23+00
24+0
0
25
+
0
0
R17'
R18'EX 21"5016
5007
5007A
BEGIN 29TH PL N
STA: 18+14.89
ST
LEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:26:19 AMSTREET &
STORM SEWER
PLANS
19
AS SHOWN
LJG
N
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
LOCATION
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
LJG
NBG
MATCHLINE STA -SEE SHEET -24+0020BRUNSWICK AVE N
SEE SHEET - 23
29TH PL N
SEE SHEET - 47
BRUNSWICK AVE NSEE SHEET - 221.SEE SHEET 24 FOR STORM SEWER PROFILE
NOTES
3.7
850
855
860
865
870
875
880
885
890
850
855
860
865
870
875
880
885
890
-2.50%PVIE: 851.65PVIS: 26+44.67PVIS: 24+73.98
PVIE: 857.29
AD: 1.58%
K: 189.35
300.00' VC
EVCE: 852.16EVCS: 26+23.96855.71855.524+50 854.86854.725+00 853.87853.825+50 852.75852.826+00 851.526+50 27+00
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND
PROPOSED GRADE
GGGG
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB MB
CO
IRR MB
MB
||||||||||||||||||||||||||||||||||OEOEOE
OEOEOE
CCCCCCOEOEOEGGGGGGGGGGGGGGGGGF
SPSPSP
SP
SP
COCOCOCOCO
COCOCOCOCOSP
SP
SP
SP
SP
29+0030+0030+755909 5901
590059085916
28' FACE-TO-FACE
R17'SS S
15"12"E
X
1
2
"EX 30"EX 30"12"
5008A
5009A
5010A 5011A
5009
5010
5008
5011
ST
22+0023+00
24+00 25+00 26+00 27+00
BASSETT CREEK PARK
15"
END 29TH PL N
STA: 26+44.67
LEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:26:23 AMSTREET &
STORM SEWER
PLANS
20
AS SHOWN
LJG
N
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
LOCATION
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
LJG
NBGMATCHLINE STA -SEE SHEET -24+0019ZANE AVE N
SEE SHEET - 21
1.SEE SHEETS 25 & 26 FOR STORM SEWER PROFILE
NOTES
3.7
845
850
855
860
865
870
875
880
885
845
850
855
860
865
870
875
880
885
-1.40%
-2.43%PVIE: 855.38PVIS: 28+23.56PVIE: 851.65PVIS: 30+41.56PVIS: 30+18.15
PVIE: 852.42
AD: 1.03%
K: 29.24
30.00' VC
BVCE: 852.42BVCS: 30+03.15EVCE: 851.85EVCS: 30+33.15PVIS: 28+68.00
PVIE: 855.28
AD: 1.00%
K: 80.00
80.00' VC
BVCE: 855.28BVCS: 28+28.00EVCE: 853.76EVCS: 29+08.00856.028+00 854.78854.728+50 853.87853.929+00 853.17853.229+50 852.47852.530+00 851.430+50 31+00 31+50 32+00
5008
5011TYPE: EX 48" DIA MHRIM: 852.2INV: 848.8 (E)INV: 848.8 (NW)INV: 846.1 (NE)INV: 846.0 (S)STA: 30+02.7, 9.6 LTEX 30" STRM
EX 30" STRM
EX 6" CIPEXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND
PROPOSED GRADE
G GGGGGGGGGCOIRRMBMBMBMBMBMBMB||||||||||||||||||||||||||||||||||
|
|
|
|
|||||||||||OEOEOEGGGG
G
G
GG
COCOSP
SPSPCO
COCO28+00 29+00 30+00 30+75
5901
5900
5900
5908
MEDICINE LAKE ROAD28' FACE-TO-FACE
SS15"12"EX 12"EX
3
0
"
EX
3
0
"
12"
5009A
5009
5008A
5008
5011
5010A 5010
5011AST R17'26+0027+00BASSETT CREEK PARK 15"END ZANE AVE N
STA: 30+41.56
BEGIN ZANE AVE N
STA: 28+21.51ST
LEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:26:27 AMSTREET &
STORM SEWER
PLANS
21
AS SHOWN
LJG
NSCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
LOCATION
ZANE AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
LJG
NBG
29TH PL N
SEE SHEET - 20
1.SEE SHEETS 25 & 26 FOR STORM SEWER PROFILE
NOTES
3.7
850
855
860
865
870
875
880
885
890
850
855
860
865
870
875
880
885
890
876.69876.733+00 875.04875.033+50 873.31873.334+00 871.41871.434+50 869.51869.535+00 867.60867.635+50 865.69865.736+00 863.85863.836+50 862.00862.037+00 860.22860.237+50 858.90858.938+00 858.38858.438+50 858.28858.339+00 858.58858.639+50
5004TYPE: EX 48" DIA CBMHRIM: 857.8INV: 852.9 (W)INV: 852.9 (N)INV: 852.8 (E)STA: 38+45.5, 15.7 RTEX 15" STRM
5003TYPE: EX 48" DIA CBMHRIM: 857.6INV: 854.2 (W)INV: 854.2 (S)STA: 38+78.9, 16.3 RTEXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND MBMBMB
GGGGGGGGMB MB|||||||||||||||||||||||||||||||||||||||||||
|
|
|
|
|
|
|
||||||||||||OE
OE
OE
OEOEOEOE
OEOEOEOEGGGAS ABGAS ABGC
C
C
C
C
C
C C
C CCCCCOCOSPCOCO
33+0
0
34+00
35+00
36+00
37+00
38+0
0
39+00
40+00S
SSSTST17+25 16+0017+0018+0019+002
0
+
0
0
BEGIN BRUNSWICK AVE N
STA: 33+13.02 STLEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:26:31 AMSTREET &
STORM SEWER
PLANS
22
AS SHOWN
LJG
NSCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
LOCATION
BRUNSWICK AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
LJG
NBG
MATCHLINE STA -SEE SHEET -39+502329TH PL N
SEE SHEET - 19
29TH PL N
SEE SHEET - 47 3.7
850
855
860
865
870
875
880
885
890
850
855
860
865
870
875
880
885
890
858.58858.639+50 858.89858.940+00 859.12859.140+50 859.36859.441+00 859.65859.641+50 860.06860.142+00 860.19860.242+50 860.10860.143+00 859.73859.743+50 859.20859.244+00 858.69858.744+50 45+00
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUND >>|>>>>||||||||||||||||||>>>>>>>>>>>>>>CA
CA
39+00
40+00 41+00 42+00 43+00 44+00 45+00
2900
28' FACE-TO-FACE
SS16+0057.87' E-E
R14.3'
R14.3'
END BRUNSWICK AVE N
STA: 44+66.64ST
RIBBON CURB
LEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:26:36 AMSTREET &
STORM SEWER
PLANS
23
AS SHOWN
LJG
NSCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
LOCATION
BRUNSWICK AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950MATCHLINE STA -SEE SHEET -39+5022LJG
NBG
3.7
STRM-5007-FES
845
850
855
860
865
870
845
850
855
860
865
870
5007TYPE: EX DESIGN HRIM: 860.3INV: 853.3 (NW)STA: 19+44.6, 14.7 RT5007ATYPE: 48" DIA CBMH - R-3067RIM: 860.16INV: 852.61 (SE)INV: 852.47 (NW)STA: 19+54.22, 14.67 LT5016TYPE: EX 48" DIA MHRIM: 859.9INV: 852.2 (SE)STA: 19+57.8, 25.5 LTEX 21" STRM
EX 6" CIP
VERIFY DEPTH IN FIELD
INSTALL 4" POLYSTYRENE INSULATION
11' - 21" RCP STRM @ 2.34%
EX 8" SSWR
874+00 874+50 861.14861.1875+00 860.05860.0875+50 876+00 876+50
CONNECT TO EXISTING
DRAINAGE STRUCTURE
9' - 21" RCP STRM @ 2.12%
CONNECT TO EXISTING
STORM SEWER
EXISTING GROUND
PROPOSED GRADE
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION MBGGGGGG|||||||||||||||||GST21"
5016
5007
5007A
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0002.dwg 2/23/2026 11:26:45 AMSTREET &
STORM SEWER
PLANS
24
AS SHOWN LJG
NBGLJG
NSCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 10
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NOTES
1.SEE SHEET 19 FOR PLAN AND PROFILE VIEW
3.7
840
845
850
855
860
865
870
840
845
850
855
860
865
870
5009ATYPE: 2'x3' CB - R-3067RIM: 852.17INV: 849.38 (E)STA: 26+02.79, 14.67 RT5009TYPE: EX 2'x3' CBRIM: 852.0INV: 849.1 (SE)INV: 849.2 (W)STA: 26+10.9, 14.7 RT5010TYPE: EX 48" DIA CBMHRIM: 851.8INV: 849.0 (SE)INV: 849.0 (S)INV: 849.0 (NW)STA: 26+30.2, 33.3 RT5011 5011ATYPE: 2'x3' CB - R-3067RIM: 851.92INV: 849.24 (W)STA: 26+59.61, 38.64 RT8' - 12" RCP CL V STRM @ 2.01%
8' - 12" RCP STRM @ 2.64%
24' - 15" RCP CL V STRM @ 2.00%
CONNECT TO EXISTING
STORM SEWER
EX 8" SSWR EX 6" CIP
CONNECT TO EXISTING
STORM SEWER
899+00 899+50 852.81852.8900+00 852.16852.2900+50 901+00 901+50 901+75
PROPOSED GRADE
EXISTING GROUND
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATIONGG |||||||||||||GGGGG G G G
30+0015"12"E
X
1
2
"EX 30"12"
ST
5009A
5009
5010
5011
5010A
5011A
STRM-5010-5010A
840
845
850
855
860
865
840
845
850
855
860
865
5010ATYPE: 2'x3' CB - R-3067RIM: 852.00INV: 849.18 (N)STA: 29+97.27, 14.67 LT5010
11' - 12" RCP CL V STRM @ 2.03%
CONNECT TO EXISTING
DRAINAGE STRUCTURE
909+00 909+50 852.45852.5910+00 910+50 911+00
EXISTING GROUND
PROPOSED GRADE
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
G
>>>>>>>>|||||||||||||||||GGGGGGG30+00
15"12"EX 12"EX
3
0
"ST5010
5011
5010A
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0002.dwg 2/23/2026 11:26:51 AMSTREET &
STORM SEWER
PLANS
25
AS SHOWN LJG
NBGLJG
N
SCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 10
29TH PL N & ZANE AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NOTES
1.SEE SHEET 20 AND SHEET 21 FOR PLAN AND PROFILE VIEW
N
SCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 101.SEE SHEET 21 FOR PLAN AND PROFILE VIEW
SCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 10
NOTES
ZANE AVE N
3.7
STRM-5008A-5008
840
845
850
855
860
865
840
845
850
855
860
865
5008ATYPE: 2'x3' CB - R-3067RIM: 850.95INV: 845.44 (E)STA: 26+49.67, 14.67 LT5008TYPE: EX 48" DIA CBMHRIM: 848.7INV: 845.4 (SW)INV: 845.3 (W)INV: 845.3 (NE)STA: 26+57.4, 14.7 LT8' - 15" RCP CL V STRM @ 2.06%
CONNECT TO EXISTING
DRAINAGE STRUCTURE
924+00 924+50 851.43851.4925+00 925+50 926+00
EXISTING GROUND
PROPOSED GRADE
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
>>>||||||||||||||||OEOEOEOEGG30+75S
5008
5008A
15"
STRM-5008A-5008
840
845
850
855
860
865
840
845
850
855
860
865
5008ATYPE: 2'x3' CB - R-3067RIM: 850.95INV: 845.44 (E)STA: 26+49.67, 14.67 LT5008TYPE: EX 48" DIA CBMHRIM: 848.7INV: 845.4 (SW)INV: 845.3 (W)INV: 845.3 (NE)STA: 26+57.4, 14.7 LT8' - 15" RCP CL V STRM @ 2.06%
CONNECT TO EXISTING
DRAINAGE STRUCTURE
924+00 924+50 851.43851.4925+00 925+50 926+00
EXISTING GROUND
PROPOSED GRADE
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0002.dwg 2/23/2026 11:26:56 AMN
SCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 10
29TH AVE N & ZANE AVE N
NOTES
1.SEE SHEET 20 AND SHEET 21 FOR PLAN AND PROFILE VIEW
N
SCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 10
29TH AVE N & ZANE AVE N
NOTES
1.SEE SHEET 20 AND SHEET 21 FOR PLAN AND PROFILE VIEW
STREET &
STORM SEWER
PLANS
26
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
FFFFF>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>OEOEOEOEOEOEOEOEOEOEOEOEFFFFFFFFFFFFFCCCCCCCCCCCCE E
EE E
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
G
G
G
G
G
G
FFFFFFFF
F
F
F
11+00
0"
0"
6"
6"
6"
6"
0"
0"
29TH PL NDOUGLAS DR NSFG
G
G
G
16"
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|>>>>
>||||||||||||||||||>>>>>>
>>
>>
>>
>>
>>OECCCCCCCC
C
C33+0032+500"
0"
6"
6"MEDI
CI
N
E
L
A
K
E
R
DBRUNSWICK
AVE
NSSGG>>>>>>>>>>>>>>>>>
>
>
>
>>>>>>>>||||||||||||||||||OEOEOEGGGGG
SP
27+00
30+0030+750"
0"
6"
6"ZANE AVE N29TH PL N F
FLEGEND
965.77
965.77
LANDING AREA: 4' X 4' MIN. (5' X 5'
PREFERRED) DIMENSIONS AND MAX
2.0% SLOPE IN ALL DIRECTIONS.
LANDING SHALL BE FULL WIDTH OF
INCOMING PARS.
X"
INDICATES PEDESTRIAN RAMP:
SLOPE SHALL BE BETWEEN 5.0%
MINIMUM AND 8.3% MAXIMUM IN THE
DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP:
SLOPE SHALL BE GREATER THAN 2.0%
AND LESS THAN 5.0% IN THE
DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
S
F
PROPOSED FLOW DIRECTION
CURB HEIGHT
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED TRUNCATED DOMES
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-PEDR-0001.dwg 2/23/2026 11:35:33 AMPEDESTRIAN
RAMP DETAILS
27
AS SHOWN LJG
NBGLJG
N
SCALE IN FEET
0
H:
10 20
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
GGGGG
G
G
G
G
G
G
G
G>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||>
>
>
>
>
>
>
>
>
>
>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|>>>>||>>>>>>
>>
>>>>>>>>>>GGGGGGGGGCOCOSPCOCO
28+0029+00GL:854.40
GL:854.54
HP
GL:854.23
GL:854.66
GL:855.18
GL:855.71
R22
R25
MEDICINE L
A
K
E
R
DZANE AVE NMB>>>>>>>>>>>>>>>>G
GGG
>
>
>
>
>
>
>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||||||||||>>|
|
|
|
|OEOEOEOEOEOEOEOEOEOEOEOEOEOEG
CO
SPCO
17+25
18+00
19+00
37+0038+00GL:862.59
GL:861.99 GL:861.31
GL:859.98
GL:860.62
GL:861.28
R18
R17BRUNSWICK AVE N29TH PL N
LEGEND
965.77
965.77
LANDING AREA: 4' X 4' MIN. (5' X 5'
PREFERRED) DIMENSIONS AND MAX
2.0% SLOPE IN ALL DIRECTIONS.
LANDING SHALL BE FULL WIDTH OF
INCOMING PARS.
X"
INDICATES PEDESTRIAN RAMP:
SLOPE SHALL BE BETWEEN 5.0%
MINIMUM AND 8.3% MAXIMUM IN THE
DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP:
SLOPE SHALL BE GREATER THAN 2.0%
AND LESS THAN 5.0% IN THE
DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
S
F
PROPOSED FLOW DIRECTION
CURB HEIGHT
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED TRUNCATED DOMES
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-INTS-0001.dwg 2/23/2026 11:27:15 AMINTERSECTION
DETAILS
28
AS SHOWN LJG
NBGLJG
N
SCALE IN FEET
0
H:
10 20
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
SP
SP
C
O COCOCOCOCOCOCOCOCOCOCOCOSP
SP
SP
SP
SP
SP
SP
SP
C
O COMB
MB
MB
MB
MB
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB
MB
IRR
>
>
>
>
>
>
>
>
>
>
>
>
>>>>
>
>
>
>>>>>>>OE
OEOE
OEOEOEOEOEOEOE
CCCCCCCGGGGGGGGGGGGGGF1
8
+
0
0
19+00
20+00
21+00
22+00
23+00
24+0
0
25
+
0
0
17+25
1
6
+
0
0
1
7
+
0
0
37+0038+0039+006017 6009
6001
5941
5933
5925 5917
5932
5924
ENVIRONMENTALLY SENSITIVE
WETLAND AREA
ST
ST
SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SFSF SFSFST
ST
STST
CONSTRUCTION LIMITS
LEGEND
INLET PROTECTION
FLOW DIRECTION
SEDIMENT CONTROL LOG
TYPE WOOD FIBER
SILT FENCESF
PERMANENT: SEED RESIDENTIAL
TURFGRASS (RT) @ 200 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM)
@ 3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
PERMANENT: SEED SOUTHERN
BOULEVARD @ 160 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM) @
3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
SODDING TYPE LAWN
STABILIZED CONSTRUCTION EXIT
SPSPSP
SP
SP
COCOCOCOCO
COCOCOCOCOSP
SP
SP
SP
SP
GGGG
G
G
G
G
G
G
MB
MB
MB
MB
MB
MB MB
CO
IRR MB
MB
>>>
>
>
>
>>>>>>>>>>>>OEOEOE
OEOEOE
CCCCCCOEOEOEGGGGGGGGGGGGGGGGGF
29+0030+0030+7522+0023+0
0
24+00 25+00 26+00 27+00
5909 5901
590059085916
BASSETT CREEK PARK
ST
SFSFSFSFST
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-EROS-0001.dwg 2/23/2026 11:27:42 AM29
AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
EROSION
CONTROL
PLANS
LOCATION
29TH PLACE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
N
NOTES:
1.THE CONTRACTOR SHALL AMEND THE SWPPP AND
EROSION CONTROL PLAN SHEETS TO SHOW THE
LOCATIONS OF PROPOSED STOCKPILES, STAGING
AREAS, AND POTENTIAL POLLUTANT GENERATING
ACTIVITIES (DESIGNATED CONCRETE WASHOUT
AREAS, FUELING LOCATIONS, CHEMICAL STORAGE,
ETC.)
2.INLET PROTECTION IS SHOWN FOR EXISTING AND
PROPOSED STRUCTURES.
3.ADDITIONAL EROSION CONTROL CAN BE ADDED AT
ANY PHASE OF THE PROJECT WITH APPROVAL BY
THE ENGINEER.
4.SPECIFIED EROSION CONTROL/SEDIMENT CONTROL
PRACTICES ARE MINIMUM. ADDITIONAL PRACTICES
MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.MATCHLINE STA -SEE BELOW24+00BRUNSWICK AVE N
SEE SHEET - 31
29TH PL N
SEE SHEET - 49
BRUNSWICK AVE NSEE SHEET - 30NMATCHLINE STA -SEE ABOVE24+00ZANE AVE
SEE SHEET - 30
3.7
COCOSP
SPSPCO
COCOCOG GGGGGGGGGMBCOIRRMBMBMBMBMBMBMB>>>>>>>>>>>>>>>>>>>>>>>>>>OEOEOEGGGG
G
G
GG
28+00 29+00 30+00 30+7525+0026+0027+005901
5900
5900
5908
MEDICINE LAKE ROADBASSETT CREEK PARKSTSTSTST
CONSTRUCTION LIMITS
LEGEND
INLET PROTECTION
FLOW DIRECTION
SEDIMENT CONTROL LOG
TYPE WOOD FIBER
SILT FENCESF
PERMANENT: SEED RESIDENTIAL
TURFGRASS (RT) @ 200 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM)
@ 3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
PERMANENT: SEED SOUTHERN
BOULEVARD @ 160 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM) @
3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
SODDING TYPE LAWN
STABILIZED CONSTRUCTION EXITCO
COSPCOCOMB
MBMBGGGGGGGGMB MB>>>>>>>>>>>>>>
>
>
>
>
OE
OE
OE
OEOEOEOE
OEOEOEOEGGGAS ABGAS ABGC
C
C
C
C
C
C C
C CCCC32+0
0
32+5
0 18+0019+002
0
+
0
0
17+25 16+0017+0033+0
0
34+00
35+00
36+00
37+00
38+0
0
39+00
40+00
6024
6017
2701
MEDIC
INE
LAKE
ROAD
ENVIRONMENTALLY SENSITIVE
WETLAND AREA
STSTSFSFSFSFSFSF SF
SF
SF
SF
SF
SF
SF SF
SFSFSFSFSFSFSF SF
SF
SF
SF
SF
SF
SF SFST
STSTSTC:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-EROS-0001.dwg 2/23/2026 11:28:01 AM30
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
EROSION
CONTROL
PLANS
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950NLJG
NBG
NOTES:
1.THE CONTRACTOR SHALL AMEND THE SWPPP AND
EROSION CONTROL PLAN SHEETS TO SHOW THE
LOCATIONS OF PROPOSED STOCKPILES, STAGING
AREAS, AND POTENTIAL POLLUTANT GENERATING
ACTIVITIES (DESIGNATED CONCRETE WASHOUT
AREAS, FUELING LOCATIONS, CHEMICAL STORAGE,
ETC.)
2.INLET PROTECTION IS SHOWN FOR EXISTING AND
PROPOSED STRUCTURES.
3.ADDITIONAL EROSION CONTROL CAN BE ADDED AT
ANY PHASE OF THE PROJECT WITH APPROVAL BY
THE ENGINEER.
4.SPECIFIED EROSION CONTROL/SEDIMENT CONTROL
PRACTICES ARE MINIMUM. ADDITIONAL PRACTICES
MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.
ZANE AVE N
29TH PL N
SEE SHEET - 29
NBRUNSWICK AVE N
MATCHLINE STA -SEE SHEET -39+503129TH PL N
SEE SHEET - 29
29TH PL N
SEE SHEET - 49
3.7
CA
CA
>>>>>>>>>>>>>>>>>>>>>>>>>>>>16+0039+00
40+00 41+00 42+00 43+00 44+00 45+00
2900
ENVIRONMENTALLY SENSITIVE
WETLAND AREA
ENVIRONMENTALLY SENSITIVE
WETLAND AREA
SF
SF
SF
SF SF SF SF SF SF SF
SF
SF SF
SFSF SF SFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF SF SF SF SF SF
SFSFSF SF
SFSF SF
SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSTSTCONSTRUCTION LIMITS
LEGEND
INLET PROTECTION
FLOW DIRECTION
SEDIMENT CONTROL LOG
TYPE WOOD FIBER
SILT FENCESF
PERMANENT: SEED RESIDENTIAL
TURFGRASS (RT) @ 200 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM)
@ 3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
PERMANENT: SEED SOUTHERN
BOULEVARD @ 160 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM) @
3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
SODDING TYPE LAWN
STABILIZED CONSTRUCTION EXIT
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-EROS-0001.dwg 2/23/2026 11:28:12 AM31
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
EROSION
CONTROL
PLANS
LOCATION
NBRUNSWICK AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
LJG
NBG
NOTES:
1.THE CONTRACTOR SHALL AMEND THE SWPPP AND
EROSION CONTROL PLAN SHEETS TO SHOW THE
LOCATIONS OF PROPOSED STOCKPILES, STAGING
AREAS, AND POTENTIAL POLLUTANT GENERATING
ACTIVITIES (DESIGNATED CONCRETE WASHOUT
AREAS, FUELING LOCATIONS, CHEMICAL STORAGE,
ETC.)
2.INLET PROTECTION IS SHOWN FOR EXISTING AND
PROPOSED STRUCTURES.
3.ADDITIONAL EROSION CONTROL CAN BE ADDED AT
ANY PHASE OF THE PROJECT WITH APPROVAL BY
THE ENGINEER.
4.SPECIFIED EROSION CONTROL/SEDIMENT CONTROL
PRACTICES ARE MINIMUM. ADDITIONAL PRACTICES
MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.MATCHLINE STA -SEE SHEET -39+50303.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SWPP-0001.dwg 2/23/2026 11:28:17 AMSTORM WATER
POLLUTION
PREVENTION
PLAN
32
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SWPP-0001.dwg 2/23/2026 11:28:18 AMSTORM WATER
POLLUTION
PREVENTION
PLAN
33
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SWPP-0001.dwg 2/23/2026 11:28:19 AMSTORM WATER
POLLUTION
PREVENTION
PLAN
34
AS SHOWN LJG
NBGLJG
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
3.7
LEGEND
CIRCLE - PAINT
3RD DIGIT
COLOR
W = WHITE
Y = YELLOW
B = BLACK
1ST DIGIT
WIDTH
4", 8", 24" ETC.
2ND DIGIT
PATTERN
S = SOLID
D = DOUBLE
T = DOTTED
EXAMPLE:
4SW
XXX
XXX
= 4" SOLID LINE WHITE - MULTI COMP
DOTTED LINE - 6' CYCLE (3' LINE, 3' GAP)
ACCESSIBLE PARKING SYMBOL
SIGN PANEL TYPE C
TYPE III BARRICADE =
X-#
SIGN TABULATION CALLOUT
(SEE SIGN TABULATION FOR
DETAILS)
S INSTALL SIGN
MB
MB
MB
MB
MB
>
>>>>
>
MB
MB
MB
MB
MB
MB
MB
IRR
>
>
>
>
>
>
>
>
>
>
>
>
>>>>
>
>
>
>>>>>>>||||||||||||||||||||||||||||||||||||||||||||||||||||||>
>
>
>>>>>>>|37+0038+0039+0017+25
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
19+00
20+00
21+00
22+00
23+00
24+0
0
25
+
0
0
6017 6009
6001
5941
5933
5925 5917
5932
5924
BRUNSWICK AVE N29TH PL NC
-
3
C
-
4
C-3 S-2S-4S
MBMB
MB
MB
MB
MB MB
CO
IRR MB
MB
>>>>>>>>>>>>>>>
>
>
>
>>>>>>>>>>>>||||||||||||||||||||||||||||||||||29+0030+0030+7522+0023+0
0
24+00 25+00 26+00 27+00
5909 5901
590059085916
ZANE AVE29TH PL NS-2S-3S
BASSETT CREEK PARK
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STRP-0001.dwg 2/23/2026 11:28:29 AM35
AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
SIGNING &
STRIPING PLANS
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
N
MATCHLINE STA -SEE BELOW24+00BRUNSWICK AVE N
SEE SHEET - 37
29TH PL N
SEE SHEET - 50
BRUNSWICK AVE NSEE SHEET - 3629TH PL N
NMATCHLINE STA -SEE ABOVE24+00ZANE AVE
SEE SHEET - 36
3.7
MBCOIRRMBMBMBMBMBMBMB>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>||||||||||||||||||||||||||||||||||>>>>>>>>>|
|
|
|
|
|
|||||||||||>>>>>>
>>>>>>>>>>>>>>>>>>28+00 29+00 30+00 30+7525+0026+0027+0059015900
5900
5901
MEDICINE LAKE ROADZANE AVE
29TH PL N
CROSS TRAFFICDOES NOT STOPC-1C-5S-2
S-3
S
BASSETT CREEK PARK
LEGEND
CIRCLE - PAINT
3RD DIGIT
COLOR
W = WHITE
Y = YELLOW
B = BLACK
1ST DIGIT
WIDTH
4", 8", 24" ETC.
2ND DIGIT
PATTERN
S = SOLID
D = DOUBLE
T = DOTTED
EXAMPLE:
4SW
XXX
XXX
= 4" SOLID LINE WHITE - MULTI COMP
DOTTED LINE - 6' CYCLE (3' LINE, 3' GAP)
ACCESSIBLE PARKING SYMBOL
SIGN PANEL TYPE C
TYPE III BARRICADE =
X-#
SIGN TABULATION CALLOUT
(SEE SIGN TABULATION FOR
DETAILS)
S INSTALL SIGNMB
M
BMB >>>>>>MB MB>>>>>>>>>>>>>|||||||||||||||||||||||||||||||||||||||||>
>
>
>
>
|
|
|
|
|
|
|
|
|||||||||||>>>>>>>>>
>>>>>>>>>>>|GAS ABGAS AB32+0
0
32+5
0
33+0
0
34+00
35+00
36+00
37+00
38+0
0
39+00
40+00
17+25 16+0017+0018+0019+002
0
+
0
0
4DY
6024
6017
2701
6024
2701
MEDIC
INE
LAKE
ROADBRUNSWICK AVE N29TH PL NBRUN
S
W
I
C
K
A
V
E
N
29TH
P
L
N
MEDI
CI
N
E
L
A
K
E
R
D
N
BRUN
S
WI
C
K
A
V
E
NC-2C-3C-4C-3C-3S-2S-2
S-4
S-4
S-5
S
S
11'
10.63'
5.69'
4SW
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STRP-0001.dwg 2/23/2026 11:28:34 AM36
AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
SIGNING &
STRIPING PLANS
LOCATION
ZANE AVE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950N29TH PL N
SEE SHEET - 35
NBRUNSWICK AVE N
MATCHLINE STA -SEE SHEET -39+503729TH PL N
SEE SHEET - 35
29TH PL N
SEE SHEET - 50
3.7
>>|>>>>||>>>>>>>>||||||||||||||||>>>>>>>>>>>>>>45+00
39+00
40+00 41+00 42+00
43+00
44+0016+004DY
2900BRUNSWICK AVE N29TH PL NC-3C-4S-2C-6S
C-6C-611'
11.32'
5.49'
4SW
LEGEND
CIRCLE - PAINT
3RD DIGIT
COLOR
W = WHITE
Y = YELLOW
B = BLACK
1ST DIGIT
WIDTH
4", 8", 24" ETC.
2ND DIGIT
PATTERN
S = SOLID
D = DOUBLE
T = DOTTED
EXAMPLE:
4SW
XXX
XXX
= 4" SOLID LINE WHITE - MULTI COMP
DOTTED LINE - 6' CYCLE (3' LINE, 3' GAP)
ACCESSIBLE PARKING SYMBOL
SIGN PANEL TYPE C
TYPE III BARRICADE =
X-#
SIGN TABULATION CALLOUT
(SEE SIGN TABULATION FOR
DETAILS)
S INSTALL SIGN
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STRP-0001.dwg 2/23/2026 11:28:37 AM37
AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
SIGNING &
STRIPING PLANS
LOCATION
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950NBRUNSWICK AVE NMATCHLINE STA -SEE SHEET -39+50363.7
18+55.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
19+00.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
20+00.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
20+50.45
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
21+00.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
21+50.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
22+00.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
19+65.00
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
19+34.71
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
21+30.30
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
861.5861.58861.2861.17860.9860.85860.6860.57860.3860.25859.9859.79859.4859.34859.1859.06858.9858.88858.4858.42R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMATCH DRIVEWAY
-%6.1862.21
40.9' RT
6009 29TH PL N
MATCH DRIVEWAY
-%6.7861.41
30.9' RT
6001 29TH PL N
MATCH DRIVEWAY
-%6.3860.14
24.7' RT
5941 29TH PL N
MATCH DRIVEWAY
-%7.4859.72
27.7' RT
5933 29TH PL N
TBOC: 861.7414.66 RTTBOC: 861.7414.67 LTTBOC: 861.7414.66 RTTBOC: 861.7414.67 LT-2.0%-2.0%TBOC: 861.3314.67 RTTBOC: 861.3314.67 LT-2.0%-2.0%TBOC: 860.5914.67 RTTBOC: 861.0114.67 LT-2.0%-2.0%TBOC: 860.3214.67 RTTBOC: 860.7314.67 LT-2.0%-2.0%TBOC: 860.4114.67 RTTBOC: 860.4114.67 LT-2.0%-2.0%TBOC: 859.5314.67 RTTBOC: 859.9514.67 LT-2.0%-2.0%TBOC: 859.5014.67 RTTBOC: 859.5014.67 LT-2.0%-2.0%TBOC: 858.8014.67 RTTBOC: 859.2214.67 LT-2.0%-2.0%TBOC: 859.0414.67 RTTBOC: 859.0414.67 LT-2.0%-2.0%TBOC: 858.5814.67 RTTBOC: 858.5814.67 LT-2.0%-2.0%C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-CSCT-0001.dwg 2/23/2026 11:28:45 AM38
AS SHOWN LJG
NBGLJG
29TH PL N
CROSS
SECTIONS
SHEET
OF
WSB PROJECT NO.REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000
50
3.7
22+50.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
23+43.17
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
24+10.10
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
24+50.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
24+88.85
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
22+15.32
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
23+21.94
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
24+30.23
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
23+75.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60858.3858.28857.9857.96857.3857.31857.0857.10856.6856.75856.1856.30855.8856.02855.5855.71854.9855.0622+75.38
845
850
855
860
865
870
875
845
850
855
860
865
870
875
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W857.7857.73MATCH DRIVEWAY
-%6.7858.83
27.8' RT
5925 29TH PL N
MATCH DRIVEWAY
-%4.2857.79
34.6' LT
5932 29TH PL N
MATCH DRIVEWAY
-%4.6858.38
46.0' RT
5917 29TH PL N
MATCH DRIVEWAY
-%3.8857.08
24.6' LT
5924 29TH PL N
MATCH DRIVEWAY
-%3.6856.23
24.5' LT
5916 29TH PL N
MATCH DRIVEWAY
-%8.5856.92
30.3' LT
5909 29TH PL N
MATCH DRIVEWAY
-%8.8855.53
24.7' LT
5908 29TH PL N
TBOC: 858.0314.67 RTTBOC: 858.4414.67 LT-2.0%-2.0%TBOC: 858.1214.67 RTTBOC: 858.1214.67 LT-2.0%-2.0%TBOC: 857.8914.67 RTTBOC: 857.4814.67 LT-2.0%-2.0%TBOC: 857.0514.67 RTTBOC: 857.4714.67 LT-2.0%-2.0%TBOC: 857.2614.67 RTTBOC: 856.8414.67 LT-2.0%-2.0%TBOC: 856.9114.67 RTTBOC: 856.9114.66 LTTBOC: 856.9114.67 RTTBOC: 856.9114.66 LT-2.0%2.0%TBOC: 856.4614.67 RTTBOC: 856.0514.67 LTTBOC: 856.4614.67 RTTBOC: 856.0514.67 LT-2.0%2.0%TBOC: 855.7614.67 RTTBOC: 856.1814.67 LT-2.0%-2.0%TBOC: 855.8714.67 RTTBOC: 855.8714.67 LT-2.0%-2.0%TBOC: 855.2214.67 RTTBOC: 854.8014.67 LT-2.0%-2.0%C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-CSCT-0001.dwg 2/23/2026 11:28:46 AM39
AS SHOWN LJG
NBGLJG
29TH PL N
CROSS
SECTIONS
SHEET
OF
WSB PROJECT NO.REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000
50
3.7
25+50.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
26+00.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
28+50.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
29+00.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
29+50.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
30+00.00
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
29+16.85
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60854.7854.78853.9853.87853.2853.17852.5852.47853.7853.6325+22.01
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
25+72.95
840
845
850
855
860
865
870
840
845
850
855
860
865
870
0 5 10 15 20 25 30 35 40 45 50 55 600-5-10-15-20-25-30-35-40-45-50-55-60
854.4854.44853.8853.87853.3853.37852.8852.75R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WMATCH DRIVEWAY
-%7.9854.84
24.7' RT
5901 29TH PL N
MATCH DRIVEWAY
-%5.0853.64
27.0' LT
5900 29TH PL N
MATCH DRIVEWAY
-%9.4854.32
24.7' LT
5900 ZANE AVE N
TBOC: 854.1814.67 RTTBOC: 854.6014.67 LT-2.0%-2.0%TBOC: 854.0314.67 RTTBOC: 854.0314.67 LT-2.0%-2.0%TBOC: 853.5314.67 RTTBOC: 853.1114.67 LT-2.0%-2.0%TBOC: 852.9114.67 RTTBOC: 852.9114.67 LT-2.0%-2.0%TBOC: 854.9414.67 LTTBOC: 854.9414.67 LTTBOC: 854.9017.10 RTTBOC: 854.9017.10 RT-2.0%-2.0%-2.1%-2.1%-2.0%TBOC: 854.0314.67 RTTBOC: 854.0314.67 LT-2.0%-2.0%TBOC: 853.7914.67 RTTBOC: 853.3814.67 LT-2.0%-2.0%TBOC: 853.3314.67 RTTBOC: 853.3314.67 LT-2.0%-2.0%TBOC: 852.6314.67 RTTBOC: 852.6314.67 LT-2.0%-2.0%C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-CSCT-0001.dwg 2/23/2026 11:28:48 AM40
AS SHOWN LJG
NBGLJG
29TH PL N &
ZANE AVE N
CROSS
SECTIONS
SHEET
OF
WSB PROJECT NO.REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000
50
3.7
E
E
E
E
EEEEEGGGGGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXACRC
WM RM REMOVE WATERMAIN
REMOVE WATER SERVICE/ CURB STOP
REMOVE CURB AND GUTTER
FULL DEPTH RECLAMATION
REMOVE CONCRETE DRIVEWAY
PAVEMENT
REMOVE CONCRETE WALK
XXXXXXXXXXXXXXXXXXXXX
ST RM REMOVE STORM SEWER
REMOVE BITUMINOUS TRAIL/WALK
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
REMOVE BITUMINOUS PAVEMENT
LEGEND
ADJUST FRAME AND RING CASTING
REMOVE GATE VALVE
REMOVE SIGN
SALVAGE SIGN
CLEAR AND GRUB TREE
SALVAGE MAILBOX
CONSTRUCTION LIMITS
HY REMOVE HYDRANT
B
C SAWCUT CONCRETE PAVEMENT (FULL
DEPTH)
SAWCUT BITUMINOUS PAVEMENT
(FULL DEPTH)
REMOVE STORM STRUCTURE
REMOVE PIPE DRAINDTL
REMOVE CASTING
GV
S
M
AC
RC
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DEMO-0001.dwg 2/23/2026 11:28:56 AM41
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
PARKING LOT
REMOVAL
PLANS
LOCATION
NVALLEY PLACE PARK
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NBG
LJG
LJG
32ND AVE N
32ND AVE N DOUGLAS DR NNOTES:
1.SAW CUTTING CONCRETE WALK AND CONCRETE
CURB AND GUTTER IS INCIDENTAL TO REMOVAL.
2.THE LIMITS OF THE DRIVEWAY REMOVALS SHALL BE
DETERMINED BY THE ENGINEER.
3.7
E
E
E
E
EEEEEGGGGGCA
20 FACE-TO-FACE
30'
LEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:29:06 AM42
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
PARKING LOT
CONSTRUCTION
PLANS
LOCATION
VALLEY PLACE PARK
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NBG
LJG
LJG
32ND AVE N
N
32ND AVE N DOUGLAS DR N3.7
CA
E
E
E
E
EEEEEGGGGGSFSFSFSFSFSFSFCONSTRUCTION LIMITS
LEGEND
INLET PROTECTION
FLOW DIRECTION
SEDIMENT CONTROL LOG
TYPE WOOD FIBER
SILT FENCESF
PERMANENT: SEED RESIDENTIAL
TURFGRASS (RT) @ 200 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM)
@ 3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
PERMANENT: SEED SOUTHERN
BOULEVARD @ 160 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM) @
3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
SODDING TYPE LAWN
STABILIZED CONSTRUCTION EXIT
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-EROS-0001.dwg 2/23/2026 11:29:26 AM43
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
PARKING LOT
EROSION PLANS
LOCATION
VALLEY PLACE PARK
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NBG
LJG
LJG
32ND AVE N
N
32ND AVE N DOUGLAS DR NNOTES:
1.THE CONTRACTOR SHALL AMEND THE SWPPP AND
EROSION CONTROL PLAN SHEETS TO SHOW THE
LOCATIONS OF PROPOSED STOCKPILES, STAGING
AREAS, AND POTENTIAL POLLUTANT GENERATING
ACTIVITIES (DESIGNATED CONCRETE WASHOUT
AREAS, FUELING LOCATIONS, CHEMICAL STORAGE,
ETC.)
2.INLET PROTECTION IS SHOWN FOR EXISTING AND
PROPOSED STRUCTURES.
3.ADDITIONAL EROSION CONTROL CAN BE ADDED AT
ANY PHASE OF THE PROJECT WITH APPROVAL BY
THE ENGINEER.
4.SPECIFIED EROSION CONTROL/SEDIMENT CONTROL
PRACTICES ARE MINIMUM. ADDITIONAL PRACTICES
MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.
3.7
E
E
E
E
EEEEE20'9' TYPICAL
26'
24.5'
24.5'
24.5'
24.5'
25.3'
20.5'
20'
4SW
LEGEND
CIRCLE - PAINT
3RD DIGIT
COLOR
W = WHITE
Y = YELLOW
B = BLACK
1ST DIGIT
WIDTH
4", 8", 24" ETC.
2ND DIGIT
PATTERN
S = SOLID
D = DOUBLE
T = DOTTED
EXAMPLE:
4SW
XXX
XXX
= 4" SOLID LINE WHITE - MULTI COMP
DOTTED LINE - 6' CYCLE (3' LINE, 3' GAP)
ACCESSIBLE PARKING SYMBOL
SIGN PANEL TYPE C
TYPE III BARRICADE =
X-#
SIGN TABULATION CALLOUT
(SEE SIGN TABULATION FOR
DETAILS)
S INSTALL SIGN
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STRP-0001.dwg 2/23/2026 11:29:35 AM44
AS SHOWN
LJG
SCALE IN FEET
0
H:
30 60
PARKING LOT
SIGNING &
STRIPING PLANS
LOCATION
VALLEY PLACE PARK
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NBG
LJG
LJG
32ND AVE N
N
32ND AVE N DOUGLAS DR N3.7
F>>>>>>
>>>>>>>>>||||||||||||||||||||>>
>>
>>
>>
>>
>>>>>>>>>>>>
>>
>>
>>>>>>|OEOEOEOEOEFFFFFCCCCCOEOEOEEE E
EGAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB GAS AB GAS AB GAS AB
G
G
G
G
G
G
G G G GGGFFF
F
F FFFDTLB
HYWM RMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS
GVGV
GV GV
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
S
37+0038+0039+0040+0018+0
0
19+00
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+0
0
17+2
5DOUGLAS DRIVE NORTH2756
2701
2900
HENNEPIN COUNTY ROW
END 29TH PL N
STA: 16+75.74
BEGIN 29TH PL N
STA: 10+54.32
WM RM REMOVE WATERMAIN
REMOVE WATER SERVICE/ CURB STOP
REMOVE CURB AND GUTTER
FULL DEPTH RECLAMATION
REMOVE CONCRETE DRIVEWAY
PAVEMENT
REMOVE CONCRETE WALK
XXXXXXXXXXXXXXXXXXXXX
ST RM REMOVE STORM SEWER
REMOVE BITUMINOUS TRAIL/WALK
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
REMOVE BITUMINOUS PAVEMENT
LEGEND
ADJUST FRAME AND RING CASTING
REMOVE GATE VALVE
REMOVE SIGN
SALVAGE SIGN
CLEAR AND GRUB TREE
SALVAGE MAILBOX
CONSTRUCTION LIMITS
HY REMOVE HYDRANT
B
C SAWCUT CONCRETE PAVEMENT (FULL
DEPTH)
SAWCUT BITUMINOUS PAVEMENT
(FULL DEPTH)
REMOVE STORM STRUCTURE
REMOVE PIPE DRAINDTL
REMOVE CASTING
GV
S
M
AC
RC
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-DEMO-0002.dwg 2/23/2026 11:29:43 AM45
AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
REMOVAL
PLANS - ALT. NO.
1
LOCATION
N
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
BRUNSWICK AVE N
SEE SHEET - 13
BRUNSWICK AVE N
SEE SHEET - 13 29TH PL NSEE SHEET - 113.7
860
865
870
875
880
885
890
895
900
860
865
870
875
880
885
890
895
900
10+00 10+50 887.18887.211+00 886.09886.111+50 882.97883.012+00 879.35879.312+50 875.83875.813+00 872.39872.413+50 869.05869.114+00 865.81865.814+50 863.00863.015+00 860.77860.815+50 858.93858.916+00 858.19858.216+50 857.76857.817+00
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EXISTING GROUNDF >>>>>>||||||||||||||||||>>
>>
>>
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>>
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>>
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EGAS AB
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GAS AB
GAS AB
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EGAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB GAS AB GAS AB GAS AB
G
G
G
G
G
G
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F
F FFFCODOUGLAS DRIVE NORTH2756
2701
2900
EX 8"
V
C
P
18+00
19+00
37+0038+0039+0017+25
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+0
0
HENNEPIN COUNTY ROW
ST
SSST
STST
ST ST
ST
LEGEND
S
CONSTRUCTION LIMITS
EXISTING WATERMAIN
PROPOSED WATERMAIN
PROPOSED WATER SERVICE
WITH CURB STOP
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
PROPOSED HYDRANT
PROPOSED VALVE
EXISTING WATER SERVICE
WITH CURB STOP
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-SSWT-0001.dwg 2/23/2026 11:29:54 AMSANITARY
SEWER &
WATERMAIN
PLANS - ALT. NO.
1
46
AS SHOWN LJG
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N
SCALE IN FEET
0
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30 60
SCALE IN FEET
0
V:
5 10
LOCATION
SHEET
OF
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PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
N
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
5 10
29TH PL N
LJG
NBGLJG
NOTES:
1.CONTRACTOR TO REPLACE ALL EXISTING WATER
SERVICES FROM THE MAIN UP TO AND INCLUDING
THE CURB STOP.
2.EXISTING SERVICE CORP AT THE MAINLINE SHALL BE
PLUGGED (INCIDENTAL) AND A NEW CORP SHALL BE
INSTALLED FOLLOWING THE LINING OF THE
WATERMAIN.
BRUNSWICK AVE N
SEE SHEET - 17
BRUNSWICK AVE N
SEE SHEET - 18
29TH PL NSEE SHEET - 143.7
850
855
860
865
870
875
880
885
890
850
855
860
865
870
875
880
885
890
10+00 10+50 887.18887.211+00 886.09886.111+50 882.97883.012+00 879.35879.312+50 875.83875.813+00 872.39872.413+50 869.05869.114+00 865.81865.814+50 863.00863.015+00 860.77860.815+50 858.93858.916+00 858.19858.216+50 857.76857.817+00
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
5005TYPE: EX 48" DIA CBMHRIM: 857.4INV: 853.2 (S)INV: 853.2 (E)INV: 853.3 (W)STA: 16+31.6, 15.2 LTCONNECT TO EXISTING
DRAINAGE STRUCTURE
5005ATYPE: 2'x3' CB - R-3067RIM: 857.55INV: 853.42 (E)STA: 16+21.68, 15.36 LT10' - 15" RCP CL V STRM @ 1.61%
EXISTING GROUNDF |||||||||||||||||||OEOEOEOEOEFFFFFCCCCCOEOEOEEE E
EGAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
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GAS AB GAS AB GAS AB GAS AB GAS AB
G
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37+0038+0039+0040+00DOUGLAS DRIVE NORTH2756
2701
2900
28' FACE-TO-FACE
HENNEPIN COUNTY ROW
SSEX 18
"
12"
EX 21"
15"
15"
5004A
5006B
5002
5003
5006F
5005
5006A
5006
5005A
ST
17+25
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+0
0
18+00
19+00
ST
ST
EX 18"EX 15"END 29TH PL N
STA: 16+75.74
BEGIN 29TH PL N
STA: 10+54.32
ST
ST ST
ST
LEGEND
ST
PROPOSED CURB AND GUTTER
CONSTRUCTION LIMITS
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
PROPOSED DRAIN TILE PIPE
PROPOSED BITUMINOUS PAVEMENT
PROPOSED BITUMINOUS DRIVEWAY
PROPOSED BITUMINOUS TRAIL/WALK
PROPOSED TRUNCATED DOMES
PROPOSED CONCRETE DRIVEWAY
PROPOSED CONCRETE WALK
PROPOSED 4" CONCRETE WALK
PROPOSED 6" CONCRETE WALK
4" SCHEDULE 40 PVC PIPE DRAIN AND
SUMP BOX, SEE DETAIL ON SHEET 6
4" PVC DRAIN TILE CLEANOUTCO
SP
CA CASTING ASSEMBLY
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0001.dwg 2/23/2026 11:30:04 AMSTREET &
STORM SEWER
PLANS - ALT. NO.
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47
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N
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SCALE IN FEET
0
V:
5 10
LOCATION
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
BRUNSWICK AVE N
SEE SHEET - 23
BRUNSWICK AVE N
SEE SHEET - 22 29TH PL NSEE SHEET - 19NOTES
1.SEE SHEET 48 FOR STORM SEWER CROSSING
PROFILE
3.7
CONNECT TO EXISTING
DRAINAGE STRUCTURE
850
855
860
865
870
875
880
850
855
860
865
870
875
880
649+25 649+50 858.33858.3650+00 650+50 651+00
5006TYPE: EX DESIGN HRIM: 857.3INV: 854.3 (N)INV: 854.7 (S)INV: 854.4 (W)STA: 16+31.0, 16.7 RT5006ATYPE: 2'x3' CB - R-3067RIM: 857.61INV: 854.55 (E)STA: 16+20.98, 15.99 RT10' - 15" RCP CL V STRM @ 1.59%
EXISTING GROUND
EXISTING PROFILE PROPOSED PROFILE
ELEVATION ELEVATION
EX 21"
15"
ST
16+00
5006A
5006EX 18"5006B
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-STSM-0002.dwg 2/23/2026 11:30:12 AMSTREET &
STORM SEWER
PLANS - ALT. NO.
1
48
AS SHOWN LJG
NBGLJG
N
SCALE IN FEET
0
H:
5 10
SCALE IN FEET
0
V:
5 10
29TH PL N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NOTES
1.SEE SHEET 47 FOR PLAN AND PROFILE VIEW
3.7
2756
COF ||||||||||||||||||||OEOEOEOEOEFFFFFCCCCCOEOEOEEE E
EGAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB GAS AB GAS AB GAS AB
G
G
G
G
G
G
G G G GGGFFF
F
F FFF18+0
0
19+00
17+25
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+0
0
37+0038+0039+0040+00DOUGLAS DRIVE NORTHHENNEPIN COUNTY ROWDOUGLAS DRIVE NORTH2756
2701
2900
ENVIRONMENTALLY SENSITIVE
WETLAND AREA
ST
ST
ST
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFST
STST
ST ST
ST
ST
ST
ST ST
ST
CONSTRUCTION LIMITS
LEGEND
INLET PROTECTION
FLOW DIRECTION
SEDIMENT CONTROL LOG
TYPE WOOD FIBER
SILT FENCESF
PERMANENT: SEED RESIDENTIAL
TURFGRASS (RT) @ 200 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM)
@ 3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
PERMANENT: SEED SOUTHERN
BOULEVARD @ 160 LBS/ACRE WITH
FERTILIZER TYPE 3 @ 350 LBS/ACRE AND
HYDRUALIC MULCH TYPE 3884.B.3 (SFM) @
3000 LBS/ACRE.
TEMPORARY: HYDRAULIC MULCH TYPE
3884.B.2 @ 2500 LBS/ACRE
SODDING TYPE LAWN
STABILIZED CONSTRUCTION EXIT
C:\ACC\ACCDocs\WSB\032023-000\Project Files\05_Discipline\Roadway\03_Sheets\032023-000-C-EROS-0001.dwg 2/23/2026 11:30:32 AM49
AS SHOWN LJG
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SCALE IN FEET
0
H:
30 60
EROSION
CONTROL
PLANS - ALT. NO.
1
LOCATION
N
29TH PLACE NORTH
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
NOTES:
1.THE CONTRACTOR SHALL AMEND THE SWPPP AND
EROSION CONTROL PLAN SHEETS TO SHOW THE
LOCATIONS OF PROPOSED STOCKPILES, STAGING
AREAS, AND POTENTIAL POLLUTANT GENERATING
ACTIVITIES (DESIGNATED CONCRETE WASHOUT
AREAS, FUELING LOCATIONS, CHEMICAL STORAGE,
ETC.)
2.INLET PROTECTION IS SHOWN FOR EXISTING AND
PROPOSED STRUCTURES.
3.ADDITIONAL EROSION CONTROL CAN BE ADDED AT
ANY PHASE OF THE PROJECT WITH APPROVAL BY
THE ENGINEER.
4.SPECIFIED EROSION CONTROL/SEDIMENT CONTROL
PRACTICES ARE MINIMUM. ADDITIONAL PRACTICES
MAY BE REQUIRED DURING THE COURSE OF
CONSTRUCTION.
BRUNSWICK AVE N
SEE SHEET - 31
BRUNSWICK AVE N
SEE SHEET - 30 29TH PL NSEE SHEET - 293.7
>>>>>>
>>>>>>>>>|||||||||||||||||||>>
>>
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>>
>>>>>>>>>>>>
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GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB
GAS AB GAS AB GAS AB GAS AB
37+0038+0039+0040+0010+00
11+00
12+00
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16+00
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0
18+0
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19+00
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2701
2900
DOUGLAS DRIVE NORTHDOUGLAS DR N29TH PL NBRU
N
S
W
I
C
K
A
V
E
N
29TH
P
L
N
BRUNSWICK AVE N29TH PL NC-1S-1S-2S-2
S-2S-4S
HENNEPIN COUNTY ROW
LEGEND
CIRCLE - PAINT
3RD DIGIT
COLOR
W = WHITE
Y = YELLOW
B = BLACK
1ST DIGIT
WIDTH
4", 8", 24" ETC.
2ND DIGIT
PATTERN
S = SOLID
D = DOUBLE
T = DOTTED
EXAMPLE:
4SW
XXX
XXX
= 4" SOLID LINE WHITE - MULTI COMP
DOTTED LINE - 6' CYCLE (3' LINE, 3' GAP)
ACCESSIBLE PARKING SYMBOL
SIGN PANEL TYPE C
TYPE III BARRICADE =
X-#
SIGN TABULATION CALLOUT
(SEE SIGN TABULATION FOR
DETAILS)
S INSTALL SIGN
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AS SHOWN LJG
NBGLJG
SCALE IN FEET
0
H:
30 60
SIGNING AND
STRIPING PLANS
- ALT. NO. 1
LOCATION
N29TH PLACE N
SHEET
OF
WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONSCALE:
PLAN BY:
DESIGN BY:
CHECK BY:2026 STREET AND UTILITY IMPROVEMENTPROJECTCITY OF CRYSTAL, MN032023-000 5210901-31-201950
BRUNSWICK AVE N
SEE SHEET - 37
BRUNSWICK AVE N
SEE SHEET - 36 29TH PL NSEE SHEET - 353.7
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 1 OF 7
___________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________
TO: Adam R. Bell, City Manager (for March 3 Meeting)
DATE: February 25, 2026
RE: Consider second reading of an ordinance amending the Town Center - Planned
Development (TC-PD) for the construction of an apartment building at 7000 – 56th
Avenue North and adoption of a resolution approving summary language of the
ordinance for publication
A.INTRODUCTION
On January 6, 2026 Yellow Tree corporation received City Council approval of a rezoning to
Town Center – Planned Development (TC-PD) for a proposed 5-story, 174-unit market-rate
apartment building at 7000 – 56th Avenue N. (formerly Wells Fargo bank). Now Yellow Tree is
requesting amendments to the approved rezoning plan, including increasing the height of the
building by six feet and increasing the number of apartments by four. The proposed building
would now be 66 feet in height and the number of apartments would now be 178.
Notice of the February 9 public hearing was published in the Sun Post on January 29, mailed to
owners, renters, and commercial tenants within 500 feet and posted to all neighborhoods on
Nextdoor. Signs were also posted on the property and a hearing notice was sent to the City of
New Hope since the property is adjacent to the New Hope/Crystal boundary line.
At the February 9th Planning Commission public hearing, the Commission unanimously
recommended approval of the TC-PD amendment application. One Crystal resident spoke at
the hearing and expressed the following concerns, with staff comments added.
•Shadow effects. The resident said the shadows from the proposed building will
negatively impact the residential properties to the west.
➢Staff response: According to an updated shadow study (see section D), the building’s
height will produce shadows on this neighborhood on December 21 st, but those shadows
will leave these homes by 9:38 A.M.
•Noise. The resident did not provide specifics but was concerned about noise from future
apartment residents.
COUNCIL STAFF REPORT
Amendment to TC-PD Zoning
5.1
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 2 OF 7
➢ Staff response. The apartment residents are not anticipated to produce unusual noise
activity. Any noise complaints would be addressed to the property management by the
city’s police or code enforcement officer.
• Privacy. The resident believes that apartment dwellers will be able to view the interiors
of the homes west of the proposed apartment.
➢ Staff response. The northwest corner of the apartment building will be some 170 feet
from the nearest home on Maryland Ave. N. Most of the west side of the apartment
building faces commercial uses in New Hope, not the residential homes.
• Parking. The resident believes that the apartment building will not have enough parking.
➢ Staff response. At the January 6, 2026 City Council meeting, Council approved a
reduction in the number of parking spaces to a ratio of 1.2 spaces per bedroom, rather
than 2 spaces per unit. The revised plan still has 1.2 spaces per bedroom.
• Traffic. The resident believes that there is already too much traffic on 56th Ave. N. and
the apartment building will add to that.
➢ Staff response. A recent traffic count for this stretch of roadway showed 20,000 vehicles
per day. The city engineer has reviewed this proposed apartment building and found that
the number of vehicles per day that could be added will not produce any adverse effects.
• Sewer back-ups. The resident expressed concern that potential sewer back-ups will
affect residential neighborhoods.
➢ Staff response. The city engineer has reviewed the proposed utility plan and finds it
adequate to meet the needs of the proposed apartment building.
On February 17 the Council approved first reading of the amendment ordinance including the
site and building plans.
On March 3 the Council is asked to (1) approve second reading and adoption of the
amendment ordinance, and (2) approve a resolution for a summary publication of the
ordinance. For this second reading just the proposed ordinance and resolution are attached .
Site and building plans and other documents were previously provided for the first reading and
remain unchanged for second reading.
Staff Report Attachments:
A. Ordinance
B. Resolution
5.1
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 3 OF 7
2025 Aerial Photo:
B. BACKGROUND
Existing Use
The 2.2-acre (95,093 sq. ft) property contains an existing bank building with a drive-through
facility, constructed in 1963, and a surface parking lot.
Adjacent uses
The following are the existing land uses and zoning districts surrounding this property:
• North. Commercial businesses zoned Commercial (C).
• East. Commercial businesses zoned C.
• West. Commercial businesses in New Hope
• South. Across 56th Ave. N, businesses zoned C.
Conformance to Comprehensive Plan
According to the city’s 2040 Comprehensive Plan, the property is designated as mixed use on
the planned land use map, which is described as a vertical or side-by-side mixture of multiple
family residential, institutional, commercial and industrial uses.
With this TC-PD amendment, Yellow Tree is adding four apartment units for a total of 178 units.
The proposed density for this apartment building is now 68 units per gross acre (the approved
5.1
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 4 OF 7
density is 67 units per gross acre) based on a gross acreage of approximately 113,256 sq. ft (2.6
acres). This density is slightly greater than the maximum allowed density of 64 units per gross
acre for the TC-PD district, but the UDC allows for a ten percent density increase if one of the
following statements are true:
➢ The development will provide an extraordinary benefit to the community, or
➢ The property has extraordinary characteristics that make development difficult.
Staff response: The density increase is warranted for this property since the
development will provide much needed new market-rate multiple-family housing, which
the city has not seen since the 1980s. In addition the non-rectangular shape of the
property makes development more challenging than if the property was a standard
shape.
C. PROPOSED AMENDMENT TO THE TC-PD ZONING
The applicant is proposing to construct a f ive-story, 178-unit apartment building on the
property. The building will continue to be addressed as 7000 – 56th Ave. N. A mobile office will
be installed on the property during construction of the building and removed once the
certificate of occupancy is issued.
Description of Amendment.
• As Yellow Tree has been developing detailed construction plans for the building permit,
they discovered that the water table under the Wells Fargo site is higher than they thought.
• To address this, Yellow Tree has submitted a revised proposal that would have the building
height at 66 feet rather than 59 feet.
• The height change applies to the basement garage, apartment floors 1-5, and the roof. The
main entrance, lobby and fitness room along 56th Ave. N. will remain at the previously
approved elevation.
• Because the ramp to the basement garage will be much shorter, the building will be more
space-efficient, resulting in 178 units (vs. 174) and 262 parking spaces (vs. 257). The
additional apartment units will be located on floors 1.5 and 2.
• The site layout is essentially unchanged.
• The following table summarizes the proposed amendments:
Site plan element Meet city’s
requirements
Notes
Increase number of
apartment units from
174 to 178
Yes The increased number
of units meets density
requirements as
described in section B,
above
5.1
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 5 OF 7
Increase building
height from 60’ to 66’
No, requesting
flexibility (see section
D)
Increase number of
parking spaces from
257 to 262
No, but flexibility
previously approved
Increase percentage of
glazing on north and
south building
elevations
No, but flexibility
previously approved
The minimum
percentage is 30%.
The proposed
percentage for the
north is 23% and for
the south 28%
Impervious surface
reduced from 85% to
82%
Yes
Increase number of
trees from 28 to 34
Yes The landscape plan
adds Ketura trees to
the site
Landscaped area
reduced from 18.6%
to 17.5%
Yes
Wall signs Yes With this amendment,
Yellow Tree is showing
wall signs on the south
elevation (facing 56th
Ave. N) and at the
building entrance in
the SE corner. To
ensure no negative
impacts to the west
neighborhood, staff
recommends a
condition of approval
that any wall signs on
the west elevation not
be illuminated.
5.1
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 6 OF 7
D. REQUEST FOR ZONING FLEXIBILITY
The TC-PD zoning classification allows flexibility in zoning requirements such as building
placement and façade treatments. The applicant had previously received approval of flexibility
for some zoning requirements. With this amendment, the applicant is requesting flexibility to
the city’s height requirement for buildings in the TC-PD district:
1. Building height
The maximum building height in the TC-PD district is five stories or 60 feet, whichever is
less, and the applicant is proposing a height of 66 feet . However the TC-PD district allows
building height to be increased if the following relevant additional height requirements are
met:
a. Shadow study effects. The amended shadow effects study shows no significant negative
impacts to the residential areas to the west. The most significant impact is on December
21, but the shadow leaves the residential buildings by 9:38 A.M. (previously with the
lower building height, the shadow would leave these residences by 9:30 A.M.).
b. Building massing. The dimensions of the taller building are not disproportionately larger
than neighboring buildings. Since the building is not proposed to be substantially taller
than the previously approved height of 60 feet, negative impacts to the neighborhood
are not anticipated.
Staff is supportive of this request.
E. REQUESTED ACTION
At the February 9, 2026 Planning Commission meeting, the Commission recommended by a
vote of 8 to 0 to approve the amendment to the Town Center - Planned Development (TC - PD)
for the construction of an apartment building at 7000 – 56th Ave. N, with the following
conditions of approval:
1. Site Plan. The development shall be constructed according to the site plan
referenced in attachment A. Prior to issuance of the building permit, the
applicant shall:
a. Provide documentation that the lot consolidation plat and the resolution for
the easement vacation have been recorded at Hennepin County.
b. Receive approval from the Shingle Creek Watershed Commission of the
stormwater management plan.
c. Sign a site improvement agreement with the city and provide an escrow to
guarantee installation of the surface parking lot, underground stormwater
chamber, and landscaping plan.
d. Provide a maintenance agreement for city approval for the stormwater
infiltration facility which will be recorded against the property.
5.1
7 000 – 56th AVENUE NORTH – AMEND TOWN CENTER - PLANNED DEVELOPMENT APPLICATION
PAGE 7 OF 7
e.Provide an updated site plan showing the location of electric vehicle charging
stations for approval by the city and WMFRD.
f.Provide an updated grading plan to demonstrate to the city’s satisfaction
that vegetation in the drainage and utility easements will not negatively
impact drainage to and from neighboring properties.
g.Provide an approval letter from the Federal Aviation Administration to the
city.
h.Any wall signs on the west building elevation not be illuminated.
2.Certificate of Occupancy. Prior to the issuance of the certificate of occupancy for
the building, the applicant shall:
a.Provide as-built utility and grading plans to the city.
b.Remove the mobile construction office from the property.
3.Overhead utilities. If utility lines are installed, relocated or extended, the lines
shall be buried underground. New private utilities, such as Xcel Energy, Center
Point Energy, or Comcast shall be buried underground.
4.Special provisions related to Town Center - Planned Development rezoning. At
this time, the rezoning to TC-PD implements the following special provisions in
place of the standard town center requirements. Upon submittal of additional
information as described in section D, additional flexibility to the city’s zoning
requirements may be approved.
a.The front building setback along 56th Ave. N. is varied from 5’ on the west to
24’ on the east.
b.The primary building street frontage requirement is reduced from 75% to
64% along 56th Avenue N.
c.The secondary building street frontage requirement is reduced from 50% to
47% along 57th Avenue N
d.Glazing on the south building elevation is reduced from 30% to 28% of the
façade and from 30% to 23% on the north building elevation.
e.Balconies on the primary façade are allowed to be stepped back rather than
flush or recessed.
f.A functional secondary entryway is not required on the primary façade.
g.The number of parking spaces is reduced from the required 348 spaces to
262 spaces.
h.The building height is increased to 66 feet.
City Council actions requested:
1.Second reading and adoption of the amendment ordinance
2.Adoption of the resolution approving summary publication
The applicant anticipates starting construction of the building in Spring 2026, with completion
in late 2027.
5.1
ORDINANCE NO. 2026 - _____
CITY OF CRYSTAL
AN ORDINANCE AMENDING THE TOWN CENTER – PLANNED DEVELOPMENT (TC-PD) ZONING
DISTRICT FOR YELLOW TREE CORPORATION LOCATED AT 7000 – 56TH AVENUE NORTH
THE CITY OF CRYSTAL ORDAINS:
Section 1. Legislative Findings. The City Council of the City of Crystal hereby finds and
determines as follows:
(a)On January 6, 2026, upon request from Yellow Tree Corporation
(“Applicant”), the City Council approved Ordinance No. 2025-14 rezoning the
property at 7000 56th Avenue North (“Property”) from Commercial (C) to
town center planned development overlay district; and
(b)Applicant has now requested to amend the Town Center – Planned
Development zoning for the Property as provided in Crystal city code,
subsection 515.13; and
(c)The amendment request is to allow the Applicant to revise the site and
building plan to construct a five story, 178-unit apartment building rather
than a 174-unit apartment building as in the original application, which
involves the approval of a site plan; and
(d)The amendment also includes amendments to the special provisions related
to the Town Center – Planned Unit rezoning as follows: increasing the Glazing
on the south building elevation 24% to 28% and of the façade and from 20%
to 23% on the north building elevation; Increasing the required parking
spaces from 257 to 26; and Increasing the building height to 66 feet; and
(e)The Planning Commission held a public hearing on the amendment request
on February 9, 2026 and voted to forward the requested application to the
City Council with a recommendation that it be approved with certain
conditions; and
(f)The City Council determines the proposed amendment to the TC -PD district
for the Property complies with the approval criteria in Crystal city code,
subsection 515.13 and other applicable provisions.
Attachment A 5.1
Section 2. Site-Specific Regulations. The following additional regulations apply to the
Property, which amend and restate ordinance No. 2025-14 adopted by the City
Council on January 6, 2026, as described above:
1. Site Plan. The development shall be constructed according to the site and
building plans approved by the City Council on March 3, 2026. Prior to
issuance of the building permit, the applicant shall:
1. Provide documentation that the lot consolidation plat and the
resolution for the easement vacation have been recorded at
Hennepin County.
2. Receive approval from the Shingle Creek Watershed Commission of
the stormwater management plan.
3. Sign a site improvement agreement with the city and provide an
escrow to guarantee installation of the surface parking lot,
underground stormwater chamber, and landscaping plan.
4. Provide a maintenance agreement for city approval for the
stormwater infiltration facility which will be recorded against the
property.
5. Provide an updated site plan showing the location of electric vehicle
charging stations for approval by the city and WMFRD.
6. Provide an updated grading plan to demonstrate to the city’s
satisfaction that vegetation in the drainage and utility easements will
not negatively impact drainage to and from neighboring properties.
7. Provide an approval letter from the Federal Aviation Administration
to the city.
8. Any wall signs on the west building elevation may not be illuminated.
2. Certificate of Occupancy. Prior to the issuance of the certificate of
occupancy for the building, the applicant shall:
a. Provide as-built utility and grading plans to the city.
b. Remove the mobile construction office from the property.
3. Overhead utilities. If utility lines are installed, relocated or extended, the
lines shall be buried underground. New private utilities, such as Xcel
Energy, Center Point Energy, or Comcast shall be buried underground.
4. Special provisions related to Town Center - Planned Development
rezoning. At this time, the rezoning to TC-PD implements the following
special provisions in place of the standard town center requirements.
Upon submittal of additional information as described in section D,
additional flexibility to the city’s zoning requirements may be approved.
a. The front building setback along 56th Ave. N. is varied from 5’ on the
west to 24’ on the east.
5.1
b. The primary building street frontage requirement is reduced from
75% to 64% along 56th Avenue N.
c. The secondary building street frontage requirement is reduced from
50% to 47% along 57th Avenue N
d. Glazing on the south building elevation is reduced from 30% to 28%
of the façade and from 30% to 23% on the north building elevation.
e. Balconies on the primary façade are allowed to be stepped back
rather than flush or recessed.
f. A functional secondary entryway is not required on the primary
façade.
g. The number of parking spaces is reduced from the required 348
spaces to 262 spaces.
h. The building height is increased from 60 to 66 feet.
Section 3. Effective Date. This ordinance shall not be codified into the Crystal city code and
is effective thirty (30) days following its passage and publication.
__________________________
Julie Deshler, Mayor
ATTEST:
__________________________
Chrissy Serres, City Clerk
First Reading: February 17, 2026
Second Reading and Adoption: _________
Publication: ________________________
Effective Date: _____________________
5.1
1
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-__
RESOLUTION APPROVING SUMMARY LANGUAGE
FOR PUBLICATION OF ORDINANCE NO. 2026-___
WHEREAS, the Crystal City Council adopted Ordinance No. 2026-___ “An Ordinance
Amending the Town Center – Planned Development (TC-PD) zoning district for Yellow Tree
Corporation located at 7000 – 56th Avenue North” at its meeting held on March 3, 2026; and
WHEREAS, Section 3.12 of the Crystal City Charter and Section 110.13 of the Crystal City
Code indicate that ordinances approved by the City Council will be published in summary form
and that the City Council is to approve the form of the summary.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal that the
following summary language is hereby approved for publication of the Ordinance:
CITY OF CRYSTAL
ORDINANCE NO. 2026-____
AN ORDINANCE AMENDING THE TOWN CENTER - PLANNED DEVELOPMENT (TC-PD) ZONING
DISTRICT FOR YELLOW TREE CORPORATION LOCATE AT 7000 – 56TH AVENUE NORTH
SUMMARY OF ORDINANCE No. 2026-__
Ordinance No. 2026-__ was approved by the city council on March 3, 2026. A printed copy of the
full text of the ordinance is available for public inspection in the office of the city clerk and is
available on the city’s website.
The ordinance amends the TC-PD zoning for the property at 7000 – 56th Avenue North by
allowing for changes to the site and building plan for the proposed apartment building. A
copy of the full ordinance is available on the City’s website.
BE IT FINALLY RESOLVED, that the City Clerk is hereby authorized and directed to do each of
the following:
1.Publish the approved summary language once in the City’s official newspaper;
2.Place a copy of this Resolution, the full text of the Ordinance, and the affidavit of publication of
the summary language in the City’s ordinance book;
Attachment B 5.1
2
3. Make the full text of the Ordinance available for public inspection in the office of the City Clerk
during the City’s regular business hours;
4. Incorporate the text of the Ordinance into the Crystal City Code; and
5. Post the updated Crystal City Code on the City’s website.
Adopted this 3rd day of March 2026.
BY THE CITY COUNCIL
_________________________________
Julie Deshler, Mayor
ATTEST:
________________________________
Christina Serres, City Clerk
5.1
COUNCIL STAFF REPORT
DATE: Feb. 24, 2026
FROM: City Clerk Chrissy Serres
TO: Mayor and City Council
CC: City Manager Adam R. Bell
Police Chief Brian V. Hubbard
RE: Consideration of civil penalties for violation of liquor license regulations by
RPSM, LLC dba Adair Liquor at 6001 42nd Ave. N.
Background
In April 2025, compliance checks were conducted at licensed liquor establishments by Crystal
Police Department. As a result, Adair Liquor did not pass this compliance check. An employee of
the business has pleaded guilty in court to the sale of alcohol to a minor, which is a violation of
state law and Crystal City Code section 1200.35.
This is considered a third liquor license violation for this licensee.
Staff report attachments
A.Notice of Violation of Liquor Regulations
B. Incident Report
Requested City Council Action
Consistent with Crystal City Code and Resolution No. 2025-40, staff recommends Adair Liquor
receive a 10-day license suspension and civil fine of $2,000 with city staff determining the dates
of the license suspension and payment date for the fine.
5.2
Attachment A 5.2
CR225-464-562973.v5
2019 Crystal City Code 1200.31(a)
(a) The licensed premises of the business are destroyed by fire or other catastrophe;
(b) The licensee ceases business because of death or serious illness; or
(c) The business ceases to be lawful for a reason other than a license revocation.
The city council shall, in its sole discretion, determine whether such a refund is appropriate, and if so, in
what amount.
1200.33. Consumption and display permits.
Subd. 1. Permit required. No business establishment or club which does not hold an on-sale
intoxicating liquor license may directly or indirectly allow the consumption and display of alcoholic
beverages or knowingly serve any liquid for the purpose of mixing with intoxicating liquor without first
having obtained a permit from the commissioner. Rental of a public facility does not make the city or the
facility a “business establishment” for purposes of this section. The city council must consent to all permits
issued by the commissioner pursuant to Minnesota Statutes, section 340A.414, subdivision 5.
Subd. 2. Additional fees. There is imposed upon holders of permits issued pursuant to Minnesota
Statutes, section 340A.414 an additional fee of $300 per annum. The fee must be paid to the city finance
director on or before March 31 of each year and a receipt given thereof, provided, however, upon
commencement of a new permit period under the state permit, if a portion of the year has elapsed when
payment is made, a pro rata fee may be paid but no such pro rata fee may be less than $150. In computing
the fee, an unexpired fraction of a month is counted as one month. The receipt must be posted in some
conspicuous place upon the premises alongside the state permit.
Subd. 3. Inspections. A business establishment or club issued a permit shall be open for inspection
pursuant to Minnesota Statutes, section 340A.414, subdivision 7.
Subd. 4. Hours of consumption and display. The hours of consumption and display of intoxicating
liquor are those specified in section and Minnesota Statutes, section 340A.414.
1200.35. Conditions of license; penalties.
Subd. 1. Conditions of license. The failure of a licensee to meet any one of the conditions of the
license specified below shall result in the application of penalties as provided in this subsection.
(a) Licensee training: All licensees holding any on-sale or off-sale license issued under this
chapter, operating managers, and employees or agents employed by the licensee that sell
or serve alcohol, shall complete, to the city’s satisfaction, a city-approved or provided
liquor licensee training program. Both the city’s approval of the training and the required
training shall be completed:
(1) Prior to licensure or renewal for licensees and managers,
(2) Prior to serving or selling for any employee or agent, and
(3) Every year thereafter.
Attachment A 5.2
CR225-464-562973.v5
2019 Crystal City Code 1200.35, Subd. 1(b)
(b) All licensees shall maintain documentation evidencing that the training required in
paragraph (a) above has been met and must produce such documentation as part of each
application for licensure or renewal and upon reasonable request made by a peace officer,
or other designated employee of the city. An applicant’s or licensee’s failure to comply
with this provision in its entirety is sufficient grounds for denial or nonrenewal of a
requested license.
(c) Every licensee is responsible for the conduct of the place of business and the conditions of
sobriety and order in it. The act of any employee on the licensed premises is deemed the
act of the licensee as well, and the licensee shall be liable for all penalties provided by this
Crystal city code and the law equally with the employee.
(d) Every licensee shall allow any peace officer, health officer, city employee, or any other
person designated by the city council to conduct compliance checks and to otherwise enter,
inspect, and search the premises of the licensee during business hours and after business
hours during the time when customers remain on the premises without a warrant.
(e) No on-sale establishment shall display or sell liquor to the public during hours when the
sale of liquor is prohibited.
(f) Compliance with financial responsibility requirements of state law and of this Crystal city
code is a continuing condition of any license.
(g) Compliance with all laws, rules, and regulations related to the retail sale of intoxicating
liquors, including the provisions of Minnesota Statutes, chapters 297F and 340A,
Minnesota Rules, chapter 7515, and the Crystal city code.
Subd. 2. Penalties.
(a) Misdemeanors. A person who violates this section is guilty of a misdemeanor unless
otherwise provided by law.
(b) Presumptive revocation. The city council may revoke a license, following, notice and an
opportunity to be heard, on the first violation for the following types of offenses:
(1) Commission of a felony by licensee or an employee of licensee related to the
licensed activity authorized by this chapter and Minnesota Statutes, chapter 340A.
(2) The sale of alcoholic beverages on the licensed premises while a license is under
suspension or revocation.
(c) Administrative civil penalties. If a licensee or an employee of a licensee is found to have
violated any of the provisions of state law or this section, the city council may impose an
administrative penalty, including a civil fine and/or suspension of the license, in such
amounts and for such periods as set out Crystal city code, appendix IV.
Attachment A 5.2
CR225-464-562973.v5
2019 Crystal City Code 1200.35, Subd. 3
Subd. 3. Presumptions regarding administrative penalties. The administrative penalties described
in subdivision 2 of this subsection and set out in Crystal city code, appendix IV are the presumed sanctions
for the violations indicated. In the event of any license suspension imposed under this section, the city
council may select which days a suspension will be served. These penalties are presumed to be appropriate
for every case; however, the city council may deviate in an individual case where the city council finds that
specific mitigating or aggravating circumstances exist, making it more appropriate to deviate. When
deviating from these standards, the city council will provide written findings that identify the facts that
support the penalty selected. In addition to any presumptive penalty, the city council may also impose
reasonable license conditions in response to the facts surrounding a specific case.
Subd. 4. Computation of time for violations under the presumptive penalties in Crystal city code
appendix IV. A second violation within thirty-six (36) months must be treated as a second appearance, a
third within forty-eight (48) months treated as a third appearance, and a fourth within forty-eight (48)
months treated as a fourth appearance for the purpose of determining the presumptive penalty. Measurement
of the time period must be as follows: The beginning date shall be the earliest violation’s date of appearance
before the city council, and the ending date shall be the date of the occurrence giving rise to the new
violation. In case of multiple new violations, the ending date to be used shall be the date of the new violation
first in time.
1200.37. Hours of sale.
Subd. 1. Statutory. The hours of operation and days of sale shall be those set by Minnesota
Statutes, section 340A.504, including sales after 1:00 a.m. pursuant to a permit issued by the commissioner,
except that the city council may, by resolution or ordinance, provide for more restrictive hours than state
law allows.
Subd. 2. Consumption prohibited. No person shall consume, nor shall any on-sale licensee permit
any consumption of, intoxicating liquor or 3.2 percent malt liquor upon an on-sale licensed premises more
than 30 minutes after the time within which intoxicating liquors may be sold.
Subd. 3. Display. No on-sale licensee shall permit any glass, bottle, or other container containing
intoxicating liquor or 3.2 percent malt liquor to remain upon any table, bar, stool, or other place where
customers are served, more than 30 minutes after the time within which intoxicating liquors may be sold.
Subd. 4. Vacate premises. No person, other than the licensee and any employee, shall remain on
the on-sale licensed premises more than 30 minutes after the time within which intoxicating liquors may be
sold.
Subd. 5. Penalty. Any violation of this subsection may be grounds for revocation or suspension
of the license subject to the terms of this section.
1200.39. Licenses in prohibited locations. No license shall be issued under this section in any place which
is prohibited under Minnesota Statutes, section 340A.412, subdivision 3.
Attachment A 5.2
Attachment A 5.2
Attachment B 5.2
Attachment B 5.2
Attachment B 5.2
Attachment B 5.2
Attachment B 5.2
Attachment B 5.2
Attachment B 5.2
COUNCIL STAFF REPORT
DATE: Feb. 24, 2026
FROM: City Clerk Chrissy Serres
TO: Mayor and City Council
CC: City Manager Adam R. Bell
Police Chief Brian V. Hubbard
RE: Consideration of civil penalties for violation of tobacco license regulations by
RPSM, LLC dba Adair Liquor at 6001 42nd Ave. N.
Background
In April 2025, compliance checks were conducted at licensed tobacco establishments by Crystal
Police Department. As a result, Adair Liquor did not pass this compliance check. An employee of
the business has pleaded guilty in court to the sale of tobacco to a minor, which is a violation of
state law and Crystal City Code section 1105.13.
This is considered a first tobacco license violation for this licensee.
Staff report attachments
A.Notice of Violation of Tobacco Regulations
B. Incident Report
Requested City Council Action
Consistent with Crystal City Code and Resolution No. 2025-40, staff recommends Adair Liquor
receive a one-day license suspension and civil fine of $1,000 with city staff determining the date
of the license suspension and payment date for the fine.
5.3
Attachment A 5.3
CR225-464-562949.v7
2019 Crystal City Code 1105.11, Subd. 5
Subd. 5. Sampling. Any establishment holding a license which was initially granted after April 1,
2025 is prohibited from any of the following:
(a) Samples prohibited. No person shall distribute samples of any licensed product free of
charge or at a nominal cost. The distribution of licensed products as a free donation is
prohibited.
(b) Smoking prohibited. Smoking, including smoking for the purpose of the sampling of
licensed products, is prohibited within the indoor area of any retail establishment licensed
under this chapter.
The provisions of this subdivision which allow for the continuation of the practice of limited sampling to
occur in establishments licensed in good standing as of April 1, 2025, shall only apply to qualifying license
holders as of that date which offered sampling and only so long as the qualifying licensee retains and renews
its business license at the same premises and operates in compliance with all applicable laws and
ordinances.
1105.13. Administrative civil penalties.
Subd. 1. Individuals. A person who sells, gives or otherwise furnishes a covered product to a person
under the age of 21 years is subject to an administrative penalty identified in Crystal city code, appendix
IV, after the individual has received notice, served personally or by mail, of the alleged violation and been
provided an opportunity for a hearing.
Subd. 2. Licensee. If a licensee or an employee of a licensee is found to have sold, given or
otherwise furnished a covered product to a person under the age of 21 years, or committed a violation of
Minnesota Statutes, chapter 297F, the city council shall impose administrative penalties on the licensee as
provided in Crystal city code, appendix IV. Prior to imposing an administrative penalty the city shall
provide the licensee written notice of the alleged violation and provide an opportunity for the licensee to be
heard by the city council.
Subd. 3. Defense. It is an affirmative defense to a charge of selling, giving or otherwise furnishing
a covered product to a person under the age of 21 years in violation of this section that the licensee or
individual making the sale relied in good faith upon proof of age as described in Minnesota Statutes, section
340A.503, subdivision 6.
Subd. 4. Education and training. In addition to or in lieu of any other penalty imposed under this
section, any person under the age of 21 years who purchases, possesses, or consumes a covered product
shall attend an educational seminar approved by the chief of police regarding the legal and medical
implications of using a covered product.
Attachment A 5.3
CR225-464-562949.v7
2019 Crystal City Code 1105.13, Subd. 5
Subd. 5. Presumptions regarding administrative penalties. Though the administrative penalties
described in this subsection are presumed, in no event shall the amount of any fine or period of suspension
be less than the amounts and periods required in Minnesota Statutes, section 461.12, subdivisions 2 and 3.
These penalties are presumed to be appropriate for every case; however, the city council may deviate in an
individual case where the city council finds that there exist specific mitigating or aggravating
circumstances, making it more appropriate to deviate. When deviating from these standards, the city council
will provide written findings to identify the facts that support the penalty selected. In addition to any
presumptive penalty, the city council may also impose reasonable license conditions in response to the facts
surrounding a specific case.
Subd. 6. Computation of time for violations under the presumptive penalties in Crystal city code
appendix IV. A second violation within thirty-six (36) months must be treated as a second appearance, a
third within forty-eight (48) months treated as a third appearance, and a fourth within forty-eight (48)
months treated as a fourth appearance for the purpose of determining the presumptive penalty. Measurement
of the time period must be as follows: The beginning date shall be the earliest violation’s date of appearance
before the city council, and the ending date shall be the date of the occurrence giving rise to the new
violation. In case of multiple new violations, the ending date to be used shall be the date of the new violation
first in time.
1105.15. Compliance monitoring.
Subd. 1. Compliance checks. As required by Minnesota Statutes, section 461.12, subdivision 5,
the police department shall at least once a year perform compliance checks at each location licensed under
this section to sell a covered product. License applicants may be informed of this policy at the time of
license application and renewal. Violators of this section may be subject to more frequent compliance
monitoring than non-violating licensees. The police department may annually report to the city council the
results of said compliance checks.
Subd. 2. Exemption. A person no younger than 17 nor older than 20 may be enlisted by the police
department to assist in the compliance checks. If the person is under the age of 18, no such person may
conduct compliance checks unless the police department obtains written consent from the person’s parent
or guardian and the person must at all times act only under the direct supervision of a law enforcement
officer, an employee of the licensing department, or in conjunction with an in-house program that has been
pre-approved by the police department. A person who purchases or attempts to purchase tobacco while
acting in this capacity is exempt from any penalties related to said purchase or attempt to purchase.
Subd. 3. Additional checks. If a licensee or employee of a licensee is guilty of a second violation
within the 24-month period since the initial violation, the police department must conduct at least one
compliance check at that licensed premises within the time remaining in that 24-month period.
Attachment A 5.3
Attachment A 5.3
Attachment B 5.3
Attachment B 5.3
Attachment B 5.3
Attachment B 5.3
Attachment B 5.3
Attachment B 5.3
Attachment B 5.3
COUNCIL STAFF REPORT
DATE: Feb. 25, 2026
FROM: City Clerk Chrissy Serres
TO: Mayor and City Council
CC: City Manager Adam R. Bell
Police Chief Brian V. Hubbard
RE: Consideration of civil penalties for violation of tobacco license regulations by
Market and Tobacco, LLC d/b/a Mini Grocery located at 2708 Douglas Dr. N.
Background
In October 2025, the Minnesota Department of Revenue (MNDOR) conducted a tobacco compliance
inspection at Mini Grocery. During the inspection, an employee was asked to produce valid invoices for
tobacco products offered for sale or held in inventory, as required by state law. Such documentation
must be provided within one hour of request.
After the one-hour period elapsed, inspectors reconciled the products on display and in storage with the
invoices provided and identified items that were not supported by proper documentation. In accordance
with state law, the undocumented tobacco products were seized.
In February 2026, the city received formal notification from the state outlining the determination that the
products were contraband and were subject to confiscation.
Pursuant to Crystal City Code Section 1105.13, when a licensee is found to have violated state law, the
city council shall impose administrative penalties.
This is considered a first violation for this licensee.
Staff report attachments
A. Notice of Violation of Tobacco Regulations, Notice of Seized Contraband and Retail Inspection Log
B.Email from MNDOR regarding status of appeal.
Requested City Council Action
Consistent with Crystal City Code and Resolution No. 2025-40, staff recommends Mini Grocery receive a
one-day license suspension and civil fine of $1,000 with city staff determining the date of the license
suspension and payment date for the fine.
5.4
Attachment A 5.4
Attachment A 5.4
Attachment A 5.4
Attachment A 5.4
Attachment A 5.4
Retail Inspection Log
Taxpayer Name:
Market and Tobacco LLC
Was this inspection assigned? No
Date of Inspection: 10/29/2025 Minnesota ID #: 1200884
Arrival Time @ Business: 8:31am
Departure Time from Business:
11:05am
Time Invoices Requested: 8:33am Time Invoices Produced: 8:41am
Clerk(s) Names: Hassan Alwanan
Owner(s) Name(s): Abbas Alwanan
Was there a seizure? Yes Wholesale Value: $2260.26
Tax Value: $2147.25
Auditor(s) at Retail Inspection Site:
RTS Jody True, RTS Lindsay Rivard,
RTS Marcus Gibbs, and State Program
Administrative Coordinator Steve
Johnson
Was a Stamp Reader Used? Yes
Notes:
RTS Jody True, RTS Lindsay Rivard, RTS Marcus Gibbs and State Program Administrative
Coordinator Steve Johnson entered the business Market and Tobacco LLC located at 2708
Douglas Drive N in Crystal, Minnesota. They introduced themselves to Hassan Alwanan, a store
employee, as Minnesota Department of Revenue employees and stated we would be
conducting a cigarette/tobacco inspection.
We provided the establishment with:
Fact Sheet #1 - “Random Compliance Checks of Cigarette and Tobacco Retailers”
Fact Sheet #2 - “License Requirements for Retailers”
Fact Sheet #3 - “Record Retention for Cigarette and Tobacco Product Invoices”
Postcard – “Do you suspect tobacco smuggling?”
Did the employee have any questions? Yes
Did we ask to see the tobacco license and document all license information on the CT105? Yes
Did we request from the store employee access behind the sales counter and all storage areas?
Yes
As we began the inspection of the business, RTS Rivard advised Hassan that all invoices
needed to be presented within 1 hour of request per Minnesota statute. RTS True stated to
Hassan that after the hour expires, we will not accept any additional invoices for the cigarette
and tobacco purchases. Hassan went behind the counter and provided invoices from Twin
Cities Distribution, Global Distribution, Costco, Coremark, Apex, Granite City, Midwest Food and
Tobacco dba Trimart, and Dana Wholesale. The invoices provided dated back to 2022 that
were from the previous owners, however there were large gaps in invoice dates from several of
the distributors on current invoices. The retailer stated that they officially purchased the
business in May of 2025.
Throughout the hour threshold, Hassan continued to provide invoices to the inspectors from
various distributors. The invoices presented were in disarray and contained duplicate invoices
from various vendors. The inspectors spent a significant amount of time sorting through the
Attachment A 5.4
invoices, putting them in chronological order and organizing the invoices by cigarette and
tobacco distributor. At 9:05am, RTS Gibbs advised Hassan that he had half an hour remaining
to submit invoices to the inspectors. Then again at 9:30am, RTS Rivard told Hassan he had 5
more minutes to present invoices. Hassan was handing RTS Gibbs invoices up until the 1-hour
time requirement. Once the hour expired, Hassan gave RTS Gibbs the remaining invoices he
had in his possession. The inspectors continued to compare the cigarette and tobacco
products on the invoices to products on display and overstock.
Minnesota State 297F.13 Subd. 4. Retailer and subjobber to preserve purchase invoices.
Every retailer and subjobber shall procure itemized invoices of all cigarettes or tobacco
products purchased. The retailer and subjobber shall preserve a legible copy of each
invoice for one year from the date of the invoice or as long as the cigarette or tobacco .is
longer. The retailer and subjobber shall preserve copies of the invoices at each retail
location or at a central location provided that the invoice must be produced and made
available at a retail location within one hour when requested by the commissioner or duly
authorized agents and employees. Copies should be numbered and kept in chronological
order.
To determine whether the business is in compliance with the provisions of this chapter,
at any time during usual business hours, the commissioner, or duly authorized agents
and employees, may enter any place of business of a retailer or subjobber without a
search warrant and inspect the premises, the records required to be kept under this
chapter, and the packages of cigarettes, tobacco products, and vending devices
contained on the premises.
Throughout the inspection, Hassan was on the phone with the store owner Abbas Alwanan. The
inspectors identified what tobacco products that were not substantiated by an invoice and
advised Hassan that we would be seizing products as no invoice was presented for those
products. Hassan called Abbas and at 10:40am, Hassan approached RTS True with another
stack of invoices and told RTS True that he had invoices for the products that were being
seized. RTS True reminded Hassan that RTS True, RTS Rivard, and RTS Gibbs, had
communicated to Hassan several times within the 1-hour requirement to provide all tobacco
invoices. RTS True asked Hassan why the invoices were not presented to the inspectors within
the hour as requested and were only presented after we were able to identify product not
substantiated by invoice and were seizing the product.
Hassan gave RTS True the phone to speak with Abbas Alwanan. RTS True explained to Abbas
that the product was being seized as no invoices were provided to confirm the product was
purchased from a licensed Minnesota distributor. Abbas told RTS True that Hassan now has
the invoices. RTS True told Abbas that the inspectors communicated to Hassan before and
during the 1-hour invoice requirement expired in attempts to obtain all cigarette and tobacco
invoices. Hassan did not provide the last batch of invoices until after he saw what tobacco
products we were going to seize.
Abbas told RTS True that “It seems like you enjoy taking the tobacco products from me”. RTS
True advised Abbas that the inspectors reminded Hassan several times throughout the first hour
of the inspection what was expected of him. RTS True informed Abbas that as the owner of the
store, the onus is on him to make sure all invoices are organized and kept in chronological order
according to vendor. The invoices presented were in complete disarray and Hassan had every
opportunity to provide the invoices within the 1-hour period.
We seized the cigarette/tobacco products under Minnesota Statute 297F. 21 Subdivision 1.
Contraband defined.
(g) Cigarette packages or tobacco products obtained from an unlicensed seller.
(i) Tobacco products on which the tax has not been paid by a licensed distributor.
(j) Any cigarette packages or tobacco products offered for sale or held as inventory for
which there is not an invoice from a licensed seller as required under section 297F.13,
Subdivision 4.
Attachment A 5.4
RTS True attempted to go over the seizure and appeal process with Abbas on the phone.
Abbas cut RTS True off and said, “I will just have my lawyer handle this!” RTS True informed
Abbas that she needed to explain the seizure and appeal process to him. Abbas wanted to
make sure RTS True’s business card was left at the store. RTS True advised that her card was
attached to the information packet presented at the beginning of the inspection. Once RTS True
finished explaining the process, she asked Abbas if he had any questions and he did not.
RTS Rivard completed the CT-PRF. RTS Gibbs took pictures of the product being seized and
RTS True took a picture of Hassan Alwanan’s Minnesota driver’s license. Hassan refused to
take a picture of the CT-PRF, but photographed the product being seized. RTS True went over
the seizure and appeal process again with Hassan. RTS True informed Hassan that we would
be taking the invoices that were presented to scan them. RTS True told Hassan the invoices
would be returned by early next week. RTS True asked Hassan if he had any additional
questions and he did not. RTS True advised Hassan that if any questions arise, she could be
reached at the contact information in the packet provided.
As the inspectors were walking to their vehicles, Hassan approached RTS True and handed his
phone to her. Abbas was on the line and inquired as to why the inspectors were taking the
invoices. RTS True advised Abbas, this is part of our inspection process. When we have a
seizure, we scan all invoices that the retailer presents to us during the inspection. Abbas was
concerned that another Revenue colleague would come to inspect the store, while the invoices
are in our possession. RTS True assured Abbas that our team consists of all the individuals at
the store and that it should not be an issue. RTS True informed Abbas that we would return the
invoices as soon as possible.
After the sixty-day appeal period expires, the seizure will be reviewed for potential further action
or assessment.
If there was a seizure - Were the appeal Rights explained to the taxpayer? Yes
Attachment A 5.4
CR225-464-562949.v7
2019 Crystal City Code 1105.11, Subd. 5
Subd. 5. Sampling. Any establishment holding a license which was initially granted after April 1,
2025 is prohibited from any of the following:
(a) Samples prohibited. No person shall distribute samples of any licensed product free of
charge or at a nominal cost. The distribution of licensed products as a free donation is
prohibited.
(b) Smoking prohibited. Smoking, including smoking for the purpose of the sampling of
licensed products, is prohibited within the indoor area of any retail establishment licensed
under this chapter.
The provisions of this subdivision which allow for the continuation of the practice of limited sampling to
occur in establishments licensed in good standing as of April 1, 2025, shall only apply to qualifying license
holders as of that date which offered sampling and only so long as the qualifying licensee retains and renews
its business license at the same premises and operates in compliance with all applicable laws and
ordinances.
1105.13. Administrative civil penalties.
Subd. 1. Individuals. A person who sells, gives or otherwise furnishes a covered product to a person
under the age of 21 years is subject to an administrative penalty identified in Crystal city code, appendix
IV, after the individual has received notice, served personally or by mail, of the alleged violation and been
provided an opportunity for a hearing.
Subd. 2. Licensee. If a licensee or an employee of a licensee is found to have sold, given or
otherwise furnished a covered product to a person under the age of 21 years, or committed a violation of
Minnesota Statutes, chapter 297F, the city council shall impose administrative penalties on the licensee as
provided in Crystal city code, appendix IV. Prior to imposing an administrative penalty the city shall
provide the licensee written notice of the alleged violation and provide an opportunity for the licensee to be
heard by the city council.
Subd. 3. Defense. It is an affirmative defense to a charge of selling, giving or otherwise furnishing
a covered product to a person under the age of 21 years in violation of this section that the licensee or
individual making the sale relied in good faith upon proof of age as described in Minnesota Statutes, section
340A.503, subdivision 6.
Subd. 4. Education and training. In addition to or in lieu of any other penalty imposed under this
section, any person under the age of 21 years who purchases, possesses, or consumes a covered product
shall attend an educational seminar approved by the chief of police regarding the legal and medical
implications of using a covered product.
Attachment A 5.4
CR225-464-562949.v7
2019 Crystal City Code 1105.13, Subd. 5
Subd. 5. Presumptions regarding administrative penalties. Though the administrative penalties
described in this subsection are presumed, in no event shall the amount of any fine or period of suspension
be less than the amounts and periods required in Minnesota Statutes, section 461.12, subdivisions 2 and 3.
These penalties are presumed to be appropriate for every case; however, the city council may deviate in an
individual case where the city council finds that there exist specific mitigating or aggravating
circumstances, making it more appropriate to deviate. When deviating from these standards, the city council
will provide written findings to identify the facts that support the penalty selected. In addition to any
presumptive penalty, the city council may also impose reasonable license conditions in response to the facts
surrounding a specific case.
Subd. 6. Computation of time for violations under the presumptive penalties in Crystal city code
appendix IV. A second violation within thirty-six (36) months must be treated as a second appearance, a
third within forty-eight (48) months treated as a third appearance, and a fourth within forty-eight (48)
months treated as a fourth appearance for the purpose of determining the presumptive penalty. Measurement
of the time period must be as follows: The beginning date shall be the earliest violation’s date of appearance
before the city council, and the ending date shall be the date of the occurrence giving rise to the new
violation. In case of multiple new violations, the ending date to be used shall be the date of the new violation
first in time.
1105.15. Compliance monitoring.
Subd. 1. Compliance checks. As required by Minnesota Statutes, section 461.12, subdivision 5,
the police department shall at least once a year perform compliance checks at each location licensed under
this section to sell a covered product. License applicants may be informed of this policy at the time of
license application and renewal. Violators of this section may be subject to more frequent compliance
monitoring than non-violating licensees. The police department may annually report to the city council the
results of said compliance checks.
Subd. 2. Exemption. A person no younger than 17 nor older than 20 may be enlisted by the police
department to assist in the compliance checks. If the person is under the age of 18, no such person may
conduct compliance checks unless the police department obtains written consent from the person’s parent
or guardian and the person must at all times act only under the direct supervision of a law enforcement
officer, an employee of the licensing department, or in conjunction with an in-house program that has been
pre-approved by the police department. A person who purchases or attempts to purchase tobacco while
acting in this capacity is exempt from any penalties related to said purchase or attempt to purchase.
Subd. 3. Additional checks. If a licensee or employee of a licensee is guilty of a second violation
within the 24-month period since the initial violation, the police department must conduct at least one
compliance check at that licensed premises within the time remaining in that 24-month period.
Attachment A 5.4
Attachment A 5.4
Attachment B 5.4