HomeMy WebLinkAbout2023.06.12 Packet
A. CALL TO ORDER
B. ROLL CALL
C. PLEDGE OF ALLEGIANCE
D. APPROVAL OF MINUTES
1. May 15, 2023, City Council Meeting
E. APPROVAL OF AGENDA
F. APPOINTMENTS/PRESENTATIONS
1. Legislative Update - MN House Representative Patti Anderson
2. Washington County Sheriff’s Report – Sheriff Dan Starry
G. CONSENT AGENDA
All matters listed under the Consent Agenda are considered to be routine by the City Council
and will be enacted by one motion and a roll call vote. If a member of the City Council or
the public wishes to discuss an item, that item will be removed from the Consent Agenda and
will be considered separately.
11.. Approve Claims Roster
2. Approve Annual Performance Review for Public Works Mechanic Steven Garcia
3. Approve Annual Performance Review for Public Works Worker Corey Triemert
4. Approve Annual Performance Review for Public Works Worker Riley Hollerback
5. Approve Annual Performance Review for Utility Billing Clerk Jodie Guareschi
6. Approve Annual Performance Review for Public Works Streets Lead Worker Tom Smith
7. Approve Retirement of Hugo Firefighter Doug Millard
8. Approve Resignation of Administrative Intern Joe Hinzman
9. Approve Donation from the Hugo American Legion to the Hugo Fire Department
10. Approve Special Event Permit for Ruck March on August 5, 2023
11. Approve Temporary Liquor License for Hugo Yellow Ribbon Network for Ruck March
on August 5, 2023
12. Approve Special Event Permit for Tough Mudder on July 8-9, 2023
13. Approve Temporary Liquor License for Hugo Lions Club for Tough Mudder on July 8-9,
2023
14. Approve Lawful Gambling Exempt Permit for Raffle at Shoot for the Troops Event on
August 15, 2023
15. Approve Limited Use Permit for TH 61 Roundabout
16. Approve Cooperative Construction Agreement with MnDOT for TH 61 Roundabout
17. Approve Amended Personnel Policy to Include Juneteenth as a City Holiday
18. Approve Final Plat and Development Agreement for Oneka Prairie
19. Approve Wetland Replacement Plan for Goodview Estates
20. Approve Encroachment Agreement for 16212 Empress Avenue North
Mayor:
Tom Weidt
Councilmembers:
Becky Petryk, Ward 1
Phil Klein, Ward 2
Dave Strub, Ward 3
Mike Miron, Council at Large
City Council Agenda
Monday, June 12, 2023
Address:
14669 Fitzgerald Ave. N.
Hugo, MN 55038
Phone:
651-762-6300
Website:
www.ci.hugo.mn.us
H. PUBLIC HEARING
1. Vacation of Drainage and Utility Easement for Adelaide Landing - Table
I. UNFINISHED BUSINESS
1. Approve Plans and Spec and Authorize Advertisement for Bids for TH 61 Roundabout
2. Approve Plans and Spec and Authorize Advertisement for Bids for Lift Station No. 12
3. Discussion on Solar Farm Ordinance Review Committee (ORC) and Extension of Solar
Farm Moratorium
4. Approve Proposal to Develop North Star Wetland Bank Prospectus
J. NEW BUSINESS
1. Discussion on Consideration of Cannabis Businesses Moratorium
K. VISITOR PRESENTATIONS
1. Nothing Scheduled
L. COUNCIL PRESENTATIONS
1. Nothing Scheduled
M. ADMINISTRATIVE PRESENTATIONS
1. Schedule Premier Bank Ground Breaking Ceremony on Tuesday, June 13, 2023
2. Schedule Torch Run Final Leg for Special Olympics on Friday, June 23, 2023
3. Reminder – Bernin Park Neighborhood Meeting on Tuesday, June 27, 2023
N. ADJOURNMENT
BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON JUNE 12, 2023
D.1 Approval of Minutes for the May 15, 2023 City Council Meeting
Staff recommends Council approve the above minutes as presented.
F.1 Legislative Update - MN House Representative Patti Anderson
Representative Patti Anderson will provide Council an update on happenings at the State
Legislature.
F.2 Washington County Sheriff’s Report – Sheriff Dan Starry
Sheriff Dan Starry will be in attendance along with Sergeant Joe Zerwas and other Hugo
Deputies to present to Council the Washington County Sheriff’s Report.
G. 1 Approval of Claims
Staff recommends Council approve the Claims Roster as presented.
G.2 Approve Annual Performance Review for Public Works Mechanic Steven Garcia
At its June 6, 2023, meeting, Council approved the hiring of Steve Garcia as the new Public
Works Mechanic beginning June 7, 2023. Public Works Director Scott Anderson recommends
Council approve the Annual Performance Review for Public Works Mechanic Steve Garcia.
G.3 Approve Annual Performance Review for Public Works Corey Triemert
At its June 6, 2023, meeting, Council approved the hiring of Corey Triemert as a Public Works
Worker beginning on June 27, 2022. Public Works Director Scott Anderson recommends
Council approve the Annual Performance Review for Public Works Worker Corey Triemert.
G.4 Approve Annual Performance Review for Public Works Worker Riley Hollerback
At its June 6, 2023, meeting, Council approved the hiring of Riley Hollerback as a Public Works
Worker beginning on June 21, 2022. Public Works Director Scott Anderson recommends
Council approve the Annual Performance Review for Public Works Worker Riley Hollerback.
G.5 Approve Annual Performance Review for Utility Billing Clerk Jodie Guareschi
Since June 17, 2002, Jodie has worked as the City’s Utility Billing Clerk in the Finance
Department. Finance Coordinator Anna Wobse recommends Council approve the annual
performance review for Utility Billing Clerk Jodie Guareschi.
G.6 Approve Annual Performance Review for Public Works Streets Lead Worker Tom
Smith
Tom Smith was hired by the City of Hugo on June 26, 2000 as a Worker in Public Works
Department and promoted to Streets Lead Worker on April 17, 2023. Public Works Director
Scott Anderson recommends Council approve the annual performance review for Public Works
Worker Tom Smith.
G.7 Approve Retirement of Hugo Firefighter Doug Millard
Doug Millard has served on the Hugo Fire Department since being hired in October, 2010. Doug
has submitted his letter of retirement. Staff recommends Council approve the retirement of
Doug Millard effective May 31, 2023.
G.8 Approve Resignation of Administrative Intern Joe Hinzman
Joe Hinzman was hired as an Administrative Intern and began work on October 24, 2022. Joe
has found full time employment in the private sector and has submitted his letter of resignation.
Staff recommends Council approve the resignation of Joe Hinzman effective June 2, 2023.
G.9 Approve Donation from the Hugo American Legion to the Hugo Fire Department
The Hugo American Legion has requested to donate $1,000 to the Hugo Fire Department from
pull-tab proceeds for equipment. All donations to the Fire Department must be approved by the
Council. Staff recommends Council approve the donation of $1,000 to the Hugo Fire
Department.
G.10 Approve Special Event Permit for Ruck March on August 5, 2023
Raymond Singson, 23rd Veteran representative, has applied for a Special Event Permit to hold a
Ruck March on August 5, 2023, at Wild Wings of Oneka, 14733 Irish Avenue North. 23rd
Veteran is a 501c3 nonprofit that works to help veterans living with trauma. Participants will
walk up to ten miles on a 1-2 mile loop with backpacks loaded with donation for homeless
veterans. There will also be 10-20 vendors on site. This would be the 8th consecutive year this
event has been held and the first year held at Wild Wings. This requires a Special Event Permit
approved by Council because there will be an estimated 500 registered attendees, use of an
amplified sound system, and alcohol served. Staff recommends Council approve the Special
Event Permit for the Ruck March on August 5, 2023, subject to the conditions in the staff memo.
G.11 Approve Temporary Liquor License for Hugo Yellow Ribbon Network for Ruck
March on August 5, 2023
The Hugo Yellow Ribbon Network has applied for a Temporary Liquor License to sell beer at
the Ruck March on August 5, 2023, at Wild Wings Game Farm. The Hugo Lions Club will
assist the Ruck Mark in organizing and selling. Staff has received the permit application, fee,
and proper insurance. Staff recommends Council approve the Temporary Liquor License for the
Hugo Yellow Ribbon Network for the Ruck March on August 5, 2023.
G.12 Approve Special Event Permit for Tough Mudder on July 8-9, 2023
Tough Mudder has applied for a Special Event Permit to hold a two- day endurance sport event
at Wild Wings Game Farm on July 8-9 including an overnight event on Saturday, July 8. Tough
Mudder is a for profit company that has held events in the US since 2010 and elsewhere in the
world since 2016. This will be the seventh year the event has been held at Wild Wings. This
requires a Special Event Permit approved by Council because there will be an estimated 5,400
people on site on Saturday, 550 overnight on Saturday, and 2,000 on Sunday; impacts to public
streets; use of an amplified sound system; and alcohol served. Staff recommends Council
approve the Special Event Permit for the Tough Mudder on July 8-9, 2023, subject to the
conditions in the staff memo.
G.13 Approve Temporary Liquor License for Hugo Lions Club for Tough Mudder on July
8-9, 2023
The Hugo Lions Club has applied for a Temporary Liquor License to sell beer and seltzers at the
Tough Mudder on July 8-9, 2023, at Wild Wings Game Farm. Staff has received the permit
application, fee, and proper insurance. Staff recommends Council approve the Temporary
Liquor License for the Lions Club for the Tough Mudder on July 8-9, 2023, subject to receipt of
the permit fee.
G.14 Approve Lawful Gambling Exempt Permit for Raffle at Shoot for the Troops Event
on August 15, 2023
Shoot for the Troops has applied for a Lawful Gambling Exempt Permit to hold raffles at their
shooting event to be held at Wild Wings on August 15, 2023. These permits need to be approved
by the City before being issued by the state. Staff recommends Council approve the Lawful
Gambling permit for Shoot for the Troops.
G.15 Approve Limited Use Permit for TH 61 Roundabout
The TH 61 and 159th Street Reconstruction is utilizing funding from MnDOT to complete the
improvements. Therefore, the City is required to execute a Limited Use Permit (LUP) with
MnDOT for the portion of the trail within the TH 61 (Forest Boulevard N) right-of-way. A
portion of the trail that falls within the MnDOT TH 61 (Forest Boulevard N) right-of-way and
the LUP. The LUP is limited to the construction, maintenance, and operation of the trail within
the TH 61 (Forest Boulevard N) right-of-way. Staff recommends approval of the LUP as the use
of the TH 61 (Forest Boulevard N) right-of-way to promote safe crossing of the highway.
G.16 Approve Cooperative Construction Agreement with MnDOT for TH 61 Roundabout
The City of Hugo was successful in the Local Partnership Program grant application and will be
receiving $710,000 in funds for the TH 61 and 159th Street Reconstruction project. It is
recommended that the City of Hugo enter into MnDOT Agreement No. 1052505 with the State
of Minnesota, Department of Transportation to provide for payment by the State to the City of
the State's share of the costs of the roundabout construction and other associated construction to
be performed upon, along and adjacent to Trunk Highway No. 61 at 159th Street North within
the corporate City limits under State Project No. 8206-53. The State will be finalizing the
standard Cooperative Construction Agreement between the State and City. Staff is requesting
authorization for the Mayor and City Engineer to sign this agreement once received, subject to
City Attorney review and approval. This will help keep the project on schedule considering City
Council meeting cancellation on June 19th. Staff recommends Council approve the resolution to
enter into MnDOT Agreement No. 1052505 for TH 61 & 159th Street Reconstruction.
G.17 Approve Amended Personnel Policy to Include Juneteenth as a City Holiday
A law to establish Juneteenth as a state-recognized holiday was signed into law in February,
2023, and was to go into effect on August 1, 2023. A provision included in the state and local
government omnibus bill adjusted that date to make the holiday required this year. State law
prohibits transactions of public business on state holidays. Staff recommends Council approve
the amendment to the City Personnel Policy to include Juneteenth as a City Holiday.
G.18 Approve Final Plat and Development Agreement for Oneka Prairie
The applicant is requesting approval of a final plat in order to plat 59 lots on the parcel located at
the existing end of Oneka Parkway for the Oneka Prairie development. This development will be
completed in one phase. The City Council reviewed and approved the preliminary plat and PUD
for Oneka Prairie at its December 19, 2022, meeting. The lots meet the minimum lot standards
and requirements outlined in the regulations for the Oneka Prairie PUD. Staff recommends
approval the resolution approving the Final Plat and Development Agreement for Oneka Prairie,
subject to review and approval by the City Attorney.
G.19 Approve Wetland Replacement Plan for Goodview Estates
Integrity Land Development, Inc., is proposing to develop a 70-acre property located south of
Egg Lake Road and west of Goodview Avenue and the development is known as Goodview
Estates. The development will include 59 residential lots. There is .64 acres of wetland impacted
due to grading and street construction. The applicant is proposing to replace the impacts to the
wetland basin though the purchase of wetland credits from an approved wetland bank. Staff
recommends approval of the wetland replacement plan, subject to final Technical Evaluation
Panel issuance of the Notice of Decision for the wetland replacement application.
G.20 Approve Encroachment Agreement for 16212 Empress Avenue North
Benjamin and Kindra Lesnau have requested an encroachment agreement to allow construction
of a sport court within a drainage and utility easement on property located at 16212 Empress
Avenue North. The Senior Engineering Technician has reviewed the location of the sport court
and is comfortable with the request. Staff has reviewed the request and recommends that the City
Council approve the encroachment agreement for the property located at 16212 Empress Avenue
North
H.1 Vacation of Drainage and Utility Easement for Adelaide Landing - Table
At the request of the applicant, staff recommends Council table the public hearing scheduled for
this evening. Staff will re-notice the public hearing when ready.
I.1 Approve Plans and Spec and Authorize Advertisement for Bids for TH 61 Roundabout
The City has collaboratively worked with the development team for the Shores of Oneka Lake
regarding access to TH 61. The developer is responsible for costs associated with the
construction of the roundabout and have prepared plans that are currently in the final review
stages with the Minnesota Department of Transportation. MNDOT does not allow a developer to
lead a project of this nature on their highway system coupled with the successful Local
Partnership Program Grant the City received for this project totaling $710,000 that requires this
to be a City led project. The City will be required to publicly bid the project. The development
agreement for this project outlines cost responsibilities indicating the development is responsible
for all costs excluding the $710,000 grant received from MNDOT. Staff recommends approval
of the resolution approving plans and specifications and authorizing advertisement for bids for
TH 61 & 159th Street Reconstruction.
I.2 Approve Plans and Spec and Authorize Advertisement for Bids for Lift Station No. 12
Previously the Council had authorized staff to prepare plans and specifications for the Lift
Station No. 12. Lift Station No. 12 will be a new sanitary lift station located on the east side of
the extension of Oneka Parkway approximately 550 feet south of 165th Street. It will initially
serve the Oneka Prairie residential development and eventually other sanitary sewer extensions
to the west, north, and east. Since this is a trunk sanitary sewer lift station is it funded by the
City. The lift station includes buried precast concrete structures, submersible pumps, flow meter,
valves, piping, controls, and site work. Plans and Specifications have been prepared for Lift
Station No. 12 and are ready to be advertised for bidding. Staff is requesting approval of the
plans and specifications for the project and authorization to advertise for bids. Plans and
Specifications are available for review at City Hall. Consideration of awarding a construction
contract will occur at a future City Council meeting. Staff recommends approval of the
resolution approving plans and specifications and authorizing advertisement for bids for Lift
Station No. 12.
I.3 Discussion on Solar Farm Ordinance Review Committee (ORC) and Extension of Solar
Farm Moratorium
It is meeting on February 6, 2023, the City Council approved an ordinance for a six-month
moratorium on solar farms and directed staff to hold a workshop with the Planning Commission
on whether changes should be made to the ordinance. A workshop was held on March 23, 2023.
At its meeting on April 3, 2023, the City Council authorized the ORC to study and review the
solar energy systems ordinance. The ORC has been meeting for the last few months and
recommends changes to the ordinance. Staff recommends the City Council review the revisions,
provide any comments, and authorize the Planning Commission to hold a public hearing on the
revisions. The moratorium expires on August 6, 2023. In order to provide notice for a public
hearing on the ordinance revisions, staff recommends the adoption of an ordinance extending the
moratorium an additional six-months.
I.4 Approve Proposal to Develop North Star Wetland Bank Prospectus
At the Council meeting of May 22, 2022, authorization was given to WSB and Associates to do
vegetation and hydrology monitoring and prepare a draft prospectus (scope) for the North Star
Wetland Bank. WSB and Associates completed the evaluation and submitted a draft prospectus
to the Technical Evaluation Panel and Interagency Review Team. Initial comments by the TEP
and IRT are being addressed and WSB is recommending moving forward with preparation of the
prospectus (concept plan). A memo has been prepared outlining the project options, construction
cost estimates, and projected credit allocations. Parks Planner Shayla Denaway will provide an
update on the project. Staff is recommending approval of the proposal from WSB to develop the
North Star Wetland Bank Prospectus totaling $55,026.00.
J.1 Discussion on Consideration of Cannabis Businesses Moratorium
Recently adopted legislation created Chapter 63 which legalizes adult-use cannabis and creates a
statewide regulatory framework and establishes the Office of Cannabis Management. The law
allows for a local unit of government to adopt an interim ordinance to allow the City time to
consider adoption of reasonable restrictions on the operation of cannabis businesses. The interim
ordinance may regulate, restrict, or prohibit the operation of a cannabis business within the
jurisdiction or a portion thereof until January 1, 2025. Before adopting an interim ordinance, the
governing body must hold a public hearing. Staff recommends Council schedule a public hearing
to be held on July 10, 2023, to consider an interim ordinance on cannabis businesses.
M.1 Schedule Premier Bank Ground Breaking Ceremony on Tuesday, June 13, 2023
The Council has been invited to attend the Ground Breaking Ceremony for Premier Bank at 5616
147th Street North on Tuesday, June 13, 2023, at 11 a.m. To meet notice requirements, staff has
posted this as a possible quorum of the Council. Staff recommends Council schedule this as a
meeting if they wish to attend.
M.2 Schedule Torch Run Final Leg for Special Olympics on Friday, June 23, 2023
Council has been invited by Katye Barton to be present at the Torch Run on June 23, 2023. The
Law Enforcement Torchlight Run for Special Olympics carries the “Flame of Hope” from
Canada to the Twin Cities. The final leg takes place the week of June 16 and is expected to be in
Hugo via the Hardwood Creek Trail at approximately 11:15 a.m. on Friday, June 23. Staff
recommends Council schedule this as a meeting if they are able to attend.
M.3 Reminder – Bernin Park Neighborhood Meeting on Tuesday, June 27, 2023
The Council has scheduled a meeting to attend the Bernin Park Community Meeting on
Thursday, June 27, 2023, at 5 p.m. in the Oneka Room at City Hall.
N. Adjournment
MINUTES
City Council Meeting
City Hall Council Chambers
Monday, May 15, 2023
7:00 p.m.
Call to Order
Mayor Weidt called the meeting to order at 7:00 p.m.
Roll Call
COUNCIL PRESENT: Klein, Petryk, Miron, Strub, Weidt
COUNCIL ABSENT: None
OTHERS PRESENT: City Administrator Bryan Bear, City Engineer Mark Erichson, City
Attorney Dave Snyder, Community Development Director Rachel Juba, Finance Director Anna
Wobse, City Clerk Michele Lindau
Approve Minutes for the May 1, 2023, City Council Meeting
Klein made motion, Petryk seconded, to approve the minutes for the City Council meeting held on
May 1, 2023, as presented.
All Ayes. Motion carried.
Approval of Agenda
Weidt made motion, Klein seconded, to approve the agenda as presented.
All Ayes. Motion carried.
Approval of the Consent Agenda
Klein made motion, Strub seconded, to approve the following Consent Agenda:
1. Approve Claims Roster
2. Approve Annual Performance Review for Public Works Parks Lead Worker Rick Kieffer
3. Approve Special Event Permit for North Star Gay Rodeo for July 29-30, 2023
4. Approve Temporary Liquor License for North Star Gay Rodeo on July 29-30, 2023
5. Approve Hugo Historic Site Lease Agreement for Hopkins Schoolhouse and Heritage
Center
6. Approve Ordinance Amending Chapter 10, Article II, Dogs Regarding Violations and
Penalties
7. Approve Pay Request No. 9 to Peterson Companies for Downtown Improvement/Lions
Park
8. Approve Advertisement for Public Works Utility Lead Worker
9. Approve Purchase of Loggers and Scope of Work from WSB for North Star Wetland
Bank Data Collection
10. Approve Wetland Replacement Plan for Oneka Prairie – Oneka Parkway Extension
All Ayes. Motion carried.
Council Meeting Minutes for May 15, 2023
Page 2 of 7
Approval of Claims
Adoption of the Consent Agenda approved the Claims Roster as presented.
Approve Annual Performance Review for Public Works Parks Lead Worker Rick Kieffer
Rick Kieffer was re-hired by the City of Hugo as a Public Works Worker on May 31, 2005
returning after a short period of time in the private sector. Rick was promoted to Public Works
Parks Lead Worker on April 17, 2023. Adoption of the Consent Agenda approved the Annual
Performance Review for Public Works Parks Lead Worker Rick Kieffer.
Approve Special Event Permit for North Star Gay Rodeo for July 29-30, 2023
The North Star Gay Rodeo had applied for a Special Event Permit to hold a regional rodeo at the
Dead Broke Arena site at 5676 170th Street North on July 29-30, 2023. A SEP was required
because there would be amplified sound and alcohol served outside. Adoption of the Consent
Agenda approved the SEP for the North Star Gay Rodeo as outlined in their application.
Approve Temporary Liquor License for North Star Gay Rodeo on July 29-30, 2023
North Star Gay Rodeo had applied for a Temporary On-Sale Liquor License to serve beer and
seltzer at their rodeo event on July 29-30, 2022. Staff had received the completed application,
payment, fee, and proof of liquor liability insurance. Adoption of the Consent Agenda approved
the Temporary On-Sale Liquor License for the North Star Gay Rodeo.
Approve Hugo Historic Site Lease Agreement for Hopkins Schoolhouse and Heritage
Center
The Hopkins Schoolhouse and Heritage Center proposed to enter into a 15-year lease for the
premises to restore, manage, preserve, use and otherwise interpret the site for historical,
educational and other compatible purposes for Fiscal Years 2023-2038. The site would be
occupied by the HSHC and the Forest Lake Historical Society. The lease involved no payment
of rent but conferred responsibility for repairing and maintaining the site to the Society and the
HSHC with clear mileposts and requirements for progress on updating the site to be determined
and specified in the lease (subject to later Council approval). Adoption of the Consent Agenda
approved the lease in principle subject to finalization by staff of particular details of it to include:
enhanced specification of goals and remedies, specification of insurance responsibilities, and
other matters as is necessary and advisable to the HSHC and the Society and the City of Hugo.
Approve Ordinance Amending Chapter 10, Article II, Dogs Regarding Violations and
Penalties
Due to an increase in public nuisance violations involving dogs, staff had determined that there
was a need to revise the City’s procedure for dealing with dog nuisance violations. The proposed
ordinances would revise Chapter 10, Article II, Section 32 of the City Code to remove the
notification of authorities, second complaint, and failure to correct subsections relating to
reporting dog public nuisances. Chapter 10, Article II, Section 39 would also be revised to
classify violations of any section underneath Chapter 10, Article II as misdemeanors. The intent
of these revisions was to simplify the violation process while allowing for higher enforceability.
Council Meeting Minutes for May 15, 2023
Page 3 of 7
Adoption of the Consent Agenda approved ORDINANCE NO. 2023-524 AMENDING HUGO
CITY CODE, CHAPTER 10, ARTICLE II – DOGS, SECTION 10- 39 – PENALTIES and
ORDINANCE NO. 2023-525 AMENDING HUGO CITY CODE CHAPTER 10,
ARTICLE II - DOGS, SECTION 10-32 - NUISANCES.
Approve Pay Request No. 9 to Peterson Companies for Downtown Improvement/Lions
Park Project
Peterson Companies, Inc. had submitted Pay Voucher No. 9 in the amount of $157,733.32 for
work certified through April 30, 2023, on the 2021 Downtown Improvement/Lions Park Project.
Substantial work had been completed on the project. Pay Voucher No. 9 covered installation of
the fence around the playground and along the retaining wall within the playground. Punch-list
items were currently on-going. Adoption of the Consent Agenda approved payment to Peterson
Companies, Inc. in the amount of $157,733.32.
Approve Advertisement for Public Works Utility Lead Worker
The City Council, at their February 6, 2023, meeting, approved the job description for a Public
Works Utility Lead Worker and gave authorization to advertise for an internal candidate to fill
the position. This position was not filled by an internal candidate. Adoption of the Consent
Agenda approved the advertisement for the position of Utility Lead Worker.
Approve Purchase of Loggers and Scope of Work from WSB for North Star Wetland Bank
Data Collection
At the meeting of February 6, 2023, Council heard an update on the North Star Wetland Bank.
WSB and Associates had prepared the draft prospectus which was reviewed by the Technical
Evaluation Panel. They had not yet made a decision on the project, but it was likely that the TEP
would require additional data. WSB had provided a scope of work for hydrology monitoring and
soil investigation between May and September 2023 for a cost of $9,294. WSB ahd
recommended the City purchase data loggers, in lieu of renting them, as it is likely that
monitoring would be required from now through potential construction and maintenance phases.
Purchase of six Rugged TROLL 100s was estimated to cost $3,260.00. Adoption of the Consent
Agenda approved the purchase of the data loggers and the scope of work from WSB for North
Star Wetland Bank data collection.
Approve Wetland Replacement Plan for Oneka Prairie – Oneka Parkway Extension
Southwind Holdings, LLC, was proposing to develop a 25-acre property located at the north end
of Oneka Parkway to be known as Oneka Prairie. The development would include 59 residential
lots and a public park, with a short extension of Oneka Parkway to the north. Where the
extension was proposed to be constructed small wetland impacts were proposed. The applicant
was proposing to replace the impacts to the wetland basin though the purchase of wetland credits
from an approved wetland bank. Adoption of the Consent Agenda approved the wetland
replacement plan, subject to final Technical Evaluation Panel issuance of the Notice of Decision
for the wetland replacement application.
Council Meeting Minutes for May 15, 2023
Page 4 of 7
Resolution to Order Repair or Removal of a Hazardous Building at 14197 Forest
Boulevard North
Community Development Director Rachel Juba explained that on September 21, 2022, there was
as structure fire at the property located at 14197 Forest Boulevard North. The house on the
property was substantially damaged due to the fire. The house was in a state of dilapidation and
hazardous to the health and safety of the public. In addition, Washington County Sheriff’s
Department had informed staff that there had been reports of people breaking into the building.
Staff had been in contact with the owners and were not aware if the owners had decided on how
to abate the violations and remove the hazardous building.
Juba presented three options available to the City. The City could do nothing, provide the
owners more time to make a decision, or use statutory authority to order repair or removal of the
hazardous building. She provided information on the Minnesota State Statute that provided the
authority and process to deal with hazardous buildings. The order would go through the court
system. The City would first need to identifying the house as hazardous and adopt an order for
its repair or removal. This order would be served to property owners and lien holders, and they
would be given a specified amount of time to repair or remove the building. If the owner did not
do the work, the Court could grant the City authority to remove the hazardous building and
charge all the costs against the property as a special assessment on their property taxes. Staff
recommended Council approve the resolution to order repair or removal of the building.
Miron asked about interactions with property owners and the due process. Juba replied staff had
talked to both owners several times and had contacted the insurance company. The order would
be for the repair or removal of the structure, and staff would work with the property owner if
they decided to obtain a building permit to repair.
Petryk asked how much time the property owner would have. Rachel responded there would be a
specified time in the order. Snyder added that if it resulted in a court order, they would have
another 30 days to bring it into compliance. If it is not brought into compliance within that time,
it is filed with the district court. The shortest amount of time would be 21 days after filed with
district court, but 60 days could easily be added to that depending on court scheduling. He said
there was plenty of due process and opportunities for the resident to get this taken care of
voluntarily.
Juba added that a letter that was sent out to the property owner, mortgage company, and
insurance company informing them of this meeting tonight if they wanted to provide any
documentation or attend. No one was in attendance.
Miron made motion, Petryk seconded, to approve RESOLUTION 2023-7 RESOLUTION
APPROVING AN ORDER OF THE CITY OF HUGO REGARDING HAZARDOUS AND
SUBSTANDARD BUILDING LOCATED AT 14197 FOREST BOULEVARD NORTH,
HUGO, MINNESOTA.
All Ayes. Motion carried.
Council Meeting Minutes for May 15, 2023
Page 5 of 7
Discussion on Use of American Rescue Plan Act (ARPA) Funds to Fund Road Maintenance
Projects
Finance Director Anna Wobse reminded Council that the ARPA funds were discussed at the goal
setting workshop in January, and Council showed interest in using ARPA funds for the
construction of the North Star Wetland Bank. To date, the City received the full allocation of
$1,668,411.91 of ARPA Funds and had until December 31, 2024, to spend them. In January
2022, the US Treasury Department released the final rule that allowed the City to use these funds
to fund general government services and specifically recognized road building and road
maintenance as a government service.
Wobse explained that since the goal setting workshop, Public Works staff had completed a
comprehensive review of the roads in the City and found that because of the continuous freeze-
thaw that took place Spring of 2023, many roads in the City were in worse condition than
expected. Staff worked together to re-evaluate the Street Capital Improvement Projects (CIP)
and found many of these roads were not on the upcoming CIP and were in worse condition than
some roads currently on the CIP. There were four streets that rated the same and should be
completed over the next two years. The current street fund only funded one project each year.
Staff recommended using ARPA funds to do the 2023 Birch Tree Street Improvement Project,
which would free up the street funds to be used for the additional road maintenance projects that
needed to be completed. Staff requested Council adopt the resolution authorizing road
maintenance expenditures from the America Rescue Plan Act Funds. If approved, staff would
present to Council a new CIP at an upcoming meeting.
Weidt said he thought it was a good idea since there were current government negotiations to
take back some of the unused funds. This would also help the City catch up on road projects.
Strub said he was still concerned about the wetland bank construction and asked if there was
another way to fund that. Wobse replied that the City could possibly use Capital Facility Funds
since the City would get most of the money back when selling credits.
Bear added that it was very easy to see delays in the wetland bank. Now extra data needed to be
collected to prove hydrology, which was just one little delay in the project. There was only so
much time to spend the ARPA Funds. He said staff would come back with an alternate funding
path for the wetland bank, and would come back in June with a new CIP, which was being
prepared by staff.
Klein made motion, Petryk seconded, RESOLUTION 2023-8 RESOLUTION AUTHORIZING
ROAD MAINTENANCE EXPENDITURES FROM THE AMERICAN RESCUE PLAN ACT
FUNDS UNDER THE STANDARD ALLOWANCE ELECTED UNDER THE REVENUE
LOSS PROVISION OF THE CORONAVIRUS LOCAL FISCAL RECOVERY FUND.
All Ayes. Motion carried.
Council Meeting Minutes for May 15, 2023
Page 6 of 7
Resident Kayte Barton – Transportation for People with Disabilities and Seniors
Resident Kayte Barton had contacted City staff requesting to speak to Council regarding
equitable transportation services in Hugo. She explained she was high function autistic and
wanted to help create transportation for people with disabilities and seniors like she did in
Woodbury. She talked about having issues being a part of a Special Olympics team and getting
to church because of the lack of transportation. She provided reasons transportation was
important to people with disabilities and seniors and statistics on the population with disabilities.
She talked about Transit Link, which doesn’t have a schedule, and Metro Mobility that would
involve a transit tax. New Trax picks her up on Wednesdays. This is a free service that runs off
grants from the state.
Council discussed those options with each having their limitations. City Administrator Bryan
Bear explained that New Trax is funded through state resources as well as cities and senior
facilities. They had a route in Forest Lake and White Bear Lake, and do a circular with senior
citizens in those towns. The City of Hugo does not have enough of those types of facilities to
make a route feasible. The City has had good conversations with them, and they have made
special accommodations for Kayte. Transit Link is a service that links to other transit services.
Metro Mobility has service areas set by the legislature, and he believed all cities in that area were
part of the Metro Transit Taxing District. That taxing district tax could create approximately
$300,000 City wide, and there was a lot that could be done with that money. It was also possible
to be in the taxing district and not have Metro Mobility in the area. He pointed out that many of
the Metro Transit Park and Rides were underutilized.
Council thanked Katye for bringing this forward. They talked about the need to start looking at
options as the City grows saying it would be a good time for staff to talk to the new Met Council
representative regarding transportation. It was generally agreed that joining the taxing district
would not be beneficial.
Bear reminded Council of the Highway 61 visioning plan that Kayte has been participating in. A
portion of that vision was transit.
Weidt made motion, Miron seconded, to direct staff to continue to work with the City’s
Metropolitan Council representative to look at transportation options to come up with solutions
for transportation issues.
All Ayes. Motion carried.
Approve Change in June Council Meetings to One Meeting on Monday, June 12, 2023
Approve Change in City Administrator’s Performance Review to Monday, June 12, 2023
Approve Closing City Hall on Monday, July 3, 2023
Approve Change in July Council Meetings to Monday, July 10 and Monday, July 24, 2023
City Administrator Bryan Bear explained the MN State Legislators declared June 19 as a State
holiday, Juneteenth. The seconded meeting of the Council in June fell on that date. In
anticipation of it being a state holiday beginning this June, he recommended Council reschedule
the meetings in June to one meeting on June 12.
Council Meeting Minutes for May 15, 2023
Page 7 of 7
If Council rescheduled the June meetings, he recommended the Council reschedule the city
administrator’s performance review for June 12.
In addition, according to the City’s Personnel Policy, each regular, full-time employee who had
worked for the City for one calendar year was allowed one day of their choosing as a personal
holiday. Staff had collectively requested to use their personal holiday on Monday, July 3, and
requested Council close City Hall on that date.
Also, there were five Mondays in the month of July. Staff wanted to reschedule the July meeting
dates to July 10 and 24 instead of July 3 and 17. This would allow for the cancellation of the
July 3 meeting and keep the July meetings two weeks apart.
Weidt made motion, Petryk seconded, to approve one meeting in June on June 12, rescheduling
the city administrator’s performance review to June 12, rescheduling the July meetings to July 10
and 24, and closing City Hall on July 3, 2023.
All Ayes. Motion carried.
Adjournment
Miron made motion, Klein seconded, to adjourn at 7:48 p.m.
All Ayes. Motion carried.
Respectfully Submitted,
Michele Lindau, City Clerk
1
Michele Lindau
Subject:FW: Retirement Letter
From: millardda4470 <millardda4470@gmail.com>
Date: May 26, 2023 at 10:59:31 CDT
To: "Jim (Jr) Compton" <jrcompton@ci.hugo.mn.us>
Subject: Retirement Letter
Caution: This email originated outside our organization; please use caution.
Chief Compton
I am submitting my official letter of notice for retirement. My last official day will be May 31st 2023.
For the last 12‐1/2 years, it has been an honor to not only serve under 3 Chiefs for the Hugo Fire
Department, it has been my honor to work along side the best citizens of Hugo who have all given to the
community we chose to live and serve in. There isn't one member of the HFD I couldn't count on, in or
outside the Hugo Fire Department.
I would like to thank you Chief Compton, Deputy Chief Jensen and Assistant Chief Emans for your
knowledge, expierence and guidance while I served. I have become a better person as a result. I would
also like to thank the Council Members for the City of Hugo, Mayor Weidt along with the citizens of
Hugo for allowing me to serve you. Through the training I received I would like to think, every time our
united team was called out, we made someone's day a little brighter when all they saw was gloom.
With all of the changing times and growth the city has seen, the structure the Fire Department has, it's
succes for this great community and citizens is rest assured the best group of highly trained
professionals you would want to have your back.
Again, thank you for this great opportunity to serve with and for you all as I turn the page to the next
chapter.
Best regards,
Doug Millard
Sent from my Verizon, Samsung Galaxy smartphone
You don't often get email from millardda4470@gmail.com. Learn why this is important
May 16th, 2023
Bryan Bear
City Administrator
Hugo City Hall
14669 Fitzgerald Avenue N
Hugo, MN 55038
Dear Mr. Bear,
Please accept this letter as a formal notification of my resignation as Administrative Intern for the City of
Hugo. My last day will be June 2nd, 2023.
I would like to thank you, Hugo City Staff, and the Hugo City Council for mentoring me and providing
me with an exceptional internship experience. Throughout my seven months with the City, I was able to
work on several major projects across multiple departments that helped improve various administrative
functions. These projects expanded my knowledge of local government while allowing me to develop a
foundational skillset in time management and critical thinking which is transferrable to any position.
Everyone at City Hall were a pleasure to work and were always willing to assist me if I ran into any
questions. Their passion for providing excellent municipal services created a positive working
environment which made me proud of the work I accomplished.
On June 12th, I will be starting a new position as a Category Analyst with Best Buy. While this position
will present itself with a learning curve, I am ready to take the challenge head-on. Furthermore, I will
continue to attend graduate school at Hamline University to work towards obtaining my MBA. I am
expected to graduate in August of 2024.
This administrative internship experience helped me develop as a person more than I could have ever
imagined. I will be forever grateful for this opportunity and wish the City continued success in making
Hugo a great place to live.
Sincerely,
Joseph Hinzman
K:\019275-000\Admin\Docs\Council Memo and Resolution\061323\LTR - LUP Agreement.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM June 8, 2023
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: TH 61 and 159th Street Reconstruction
Minnesota Department of Transportation – Limited Use Permit
S.P. 8206-53
WSB Project No. 019275-000
Dear Mayor and Council,
The TH 61 and 159th Street Reconstruction is utilizing funding from MnDOT to complete the
improvements. Therefore, the City is required to execute a Limited Use Permit (LUP) with
MnDOT for the portion of the trail within the TH 61 (Forest Boulevard N) right-of-way. Attached is
a figure identifying the portion of the trail that falls within the MnDOT TH 61 (Forest Boulevard N)
right-of-way and the LUP. The LUP is limited to the construction, maintenance and operation of
the trail within the TH 61 (Forest Boulevard N) right-of-way.
Staff recommends approval of the LUP as the use of the TH 61 (Forest Boulevard N) right-of-way
to promote safe crossing of the highway.
If you have any questions or items you wish to discuss, you can contact me at 651-286-8463.
Sincerely,
WSB
Mark Erichson, PE
Director of Municipal Program Delivery
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
4
00
406
5
00
505 510310315
100 101102
1032093122025A
A
A
A
A
A
B
B
B
B
B
D
D
D D
D
D
D
D
C
C
C
C
E
E
E
E
E
E
100
STA. 508+69.08
{ WB 159TH ST
END CITY PROJECT
NOTES:
A MATCH EXISTING
B
PAID FOR AS 6" CONCRETE WALK.
CONSTRUCT CONCRETE ENTRANCE NOSE PER MNDOT STD. PLATE 7107.
D
SEE STANDARD PLANS
CONSTRUCT PEDESTRIAN CURB RAMPS PER MNDOT STD. PLANS 5-297-250.
C CONCRETE MEDIAN. SEE TYPICAL SECTION GENERAL DETAILS D & F
E 5' CURB TRANSITION
LEGEND
INPLACE PAVEMENT
PROPOSED CONSTRUCTION
SEE INSET D, PLAN SHEET NO.
4" CONCRETE WALK
16
16
16
16
16
SEE INSET E, PLAN SHEET NO.
6" CONCRETE WALK
SEE INSET C, PLAN SHEET NO.
3" BITUMINOUS TRAIL
SEE INSET H, PLAN SHEET NO.
2" BITUMINOUS OVERLAY
DIRECTION OF TRAFFIC
CONSTRUCTION BY OTHERS
SEE INSET J, PLAN SHEET NO.
7" CONCRETE WALK
16SEE INSET K, PLAN SHEET NO.
4" BITUMINOUS TRAIL
16SEE INSET F, PLAN SHEET NO.
AGGREGATE DRIVEWAY
16SEE INSET I, PLAN SHEET NO.
COMMERCIAL BITUMINOUS DRIVEWAYS
SHEET
OF
DRAWN BY
173
Date License #
Print Name:
DESIGNED BY
CHECKED BY
NO DATE BY CKD APPR REVISION
H:\Projects\14000\14824\Design\PlanSheets\FinalPlan\14824_cp02.dgn4/3/20233:50:09 PM...\FinalPlan\14824_cp02.dgn
the laws of the State of Minnesota.
that I am a duly Licensed Professional Engineer under
was prepared by me or under my direct supervision and
I hereby certify that this plan, specification, or report
TH 61 & 159TH ST RECONSTRUCTION
A.NILL
C.KLEVE
B.MAAS
BRANDON J. MAAS
53788
CITY OF HUGO
COMM. NO. 02114824 SP 8206-53 (TH 61)
{ NB TH 61
{ SB TH 61
86CONSTRUCTION PLANS
SEE SHEET NO. 85
MATCH LINE STA 305+30.00
{ EB 159TH ST
{ WB 159TH ST
{ ROUNDABOUT
{ TRAIL B
{ TRAIL A
(INFILTRATION BASIN)
FOXTAIL POND
BEGIN CITY PROJECT
STA. 503+74.75
{ WB 159TH ST
100050
SCALE IN FEET
GUTTER OUT
GUTTER OUT
GUTTER OUT
GUTTER OUT
17'
17
'22'22'22'22'14'14'10'10'8' TRA
IL
8' TRAI
L8' TRAIL 8'
TRAI
L6' BLVDS524 C&G
S524 C&G
S524 C&G
S524 C&G
S524 C&G
S524 C&G
R424 C&G
D424 C&G
+
44
.0 +01.4+36.9+96.1+42.7+69.0
RADIUS ALIGNMENT STATION LOCATION
2'
2'
2'
NB61 205+89.4 3.0' (LT)
SB61 307+91.3 3.0' (RT)
EB159 401+92.5 2.9' (LT)
EB159 406+13.4 21.8' (RT)
END SP 8206-53
25'R
25'R
800'R
8' TRAIL
5.5' BLVD
16'
16'
B618 C&G
B618 C&G
B618 C&G10' TRAIL2'WB159 503+79.9 2.9' (RT)
800'
18
'18
'+44.7MNDOT R/W
MNDOT R/W
+77
.2
6'+73.41:71:7+68.16'1.5'1.5'1:40+42.732'NORPA ETERCNOC '51
RADII
R/W
MNDOT
STA. 314+42.73
{ SB TH 61
BLVD10'TE
EX R/W
TE
R/W
EX MNDOT R/W
EX MNDOT R/W
PE
R/W
PE
TE
EX COUNTY R/W
EX COUNTY R/W
EX R/W
EX R/W
BY DEVELOPER
PARCEL OWNED
RESOLUTION NO. 2023 –
CITY OF HUGO
WASHINGTON COUNTY, MINNESOTA
A RESOLUTION APPROVING LIMITED USE PERMIT WITH THE STATE OF
MINNESOTA DEPARTMENT OF TRANSPORTATION FOR A NON-MOTORIZED
RECREATIONAL TRAIL IN THE RIGHT-OF-WAY OF TRUNK HIGHWAY 61
(FOREST BOULEVARD) FOR THE
TH 61 & 159TH STREET RECONSTRUCTION
S.P. 8206-53
WHEREAS, THE City of Hugo is a political subdivision, organized and existing under the laws
of the State of Minnesota; and
WHEREAS, the City Council of the City of Hugo has approved the TH 61 & 159th Street
Reconstruction to construct a non-motorized recreational trail in the right-of way of Trunk Highway
61 (Forest Boulevard N) to promote the orderly and safe crossing of the highway; and
WHEREAS, the State of Minnesota, Department of Transportation requires a Limited Use
Permit for the construction and utilization of said pedestrian trail.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO,
MINNESOTA:
1. The City of Hugo hereby enters into a Limited Use Permit with the State of Minnesota,
Department of Transportation for the following purposes:
To construct, operate and maintain a non-motorized recreational trail within the
right- of- way of Trunk Highway 61 (Forest Boulevard N) of the State of Minnesota
along 159th Street N. The City of Hugo shall construct, operate, and maintain said
trail in accordance with the Limited Use Permit granted by the Minnesota
Department of Transportation.
NOW, THEREFORE, BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF HUGO,
MINNESOTA:
1. The Mayor and the City Administrator are authorized to execute the Limited Use Permit and
any amendments to the Permit.
This resolution was adopted by the City Council of the City of Hugo on the 12th day of June,
2023, by a vote of Ayes and Nays.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
(seal)
LUP – Standardized LUP Form Page 1 of 6 LU1001 5/19/2023
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
LIMITED USE PERMIT
C.S. 8206 (T.H. 61)
County of Washington
LUP # 8206-0084
Permittee: City of Hugo
Expiration Date: 05/19/2033
Coop. Agmt # 1052505
In accordance with Minnesota Statutes Section 161.434, the State of Minnesota, through its
Commissioner of Transportation, (“MnDOT”), hereby grants a Limited Use Permit (the “LUP”) to City
of Hugo, (“Permittee”), to use the area within the right of way of Trunk Highway No. 61 as shown in
red on Exhibit "A", (the “Area”) attached hereto and incorporated herein by reference. This Limited
Use Permit is executed by the Permittee pursuant to resolution, a certified copy of which is attached
hereto as Exhibit B.
Non-Motorized Trail
The Permittee's use of the Area is limited to only the constructing, maintaining, and operating a
nonmotorized trail ("Facility") and the use thereof may be further limited by 23 C.F.R. 652 also
published as the Federal-Aid Policy Guide.
In addition, the following special provisions shall apply:
SPECIAL PROVISIONS
1. TERM. This LUP terminates at 11:59PM on 05/19/2033 (“Expiration Date”) subject to the right
of cancellation by MnDOT, with or without cause, by giving the Permittee ninety (90) days
written notice of such cancellation. This LUP will not be renewed except as provided below.
Provided this LUP has not expired or terminated, MnDOT may renew this LUP for a period of up
to ten (10) years, provided Permittee delivers to MnDOT, not later than ninety (90) days prior to
the Expiration Date, a written request to extend the term. Any extension of the LUP term will be
under the same terms and conditions in this LUP, provided:
(a) At the time of renewal, MnDOT will review the Facility and Area to ensure the Facility and
Area are compatible with the safe and efficient operation of the highway and the Facility
LUP – Standardized LUP Form Page 2 of 6 LU1001 5/19/2023
and Area are in good condition and repair. If, in MnDOT’s sole determination,
modifications and repairs to the Facility and Area are needed, Permittee will perform such
work as outlined in writing in an amendment of this LUP; and
(b) Permittee will provide to MnDOT a certified copy of the resolution from the applicable
governmental body authorizing the Permittee’s use of the Facility and Area for the
additional term.
If Permittee’s written request to extend the term is not timely given, the LUP will expire on the
Expiration Date.
Permittee hereby voluntarily releases and waives any and all claims and causes of action for
damages, costs, expenses, losses, fees and compensation arising from or related to any
cancellation or termination of this LUP by MnDOT. Permittee agrees that it will not make or
assert any claims for damages, costs, expenses, losses, fees and compensation based upon
the existence, cancellation or termination of the LUP. Permittee agrees not to sue or institute
any legal action against MnDOT based upon any of the claims released in this paragraph.
2. REMOVAL. Upon the Expiration Date or earlier termination, at the Permittee’s sole cost and
expense Permittee will:
(a) Remove the Facility and restore the Area to a condition satisfactory to the MnDOT District
Engineer; and
(b) Surrender possession of the Area to MnDOT.
If, without MnDOT’s written consent, Permittee continues to occupy the Area after the Expiration
Date or earlier termination, Permittee will remain subject to all conditions, provisions, and
obligations of this LUP, and further, Permittee will pay all costs and expenses, including
attorney’s fees, in any action brought by MnDOT to remove the Facility and the Permittee from
the Area.
3. CONSTRUCTION. The construction, maintenance, and supervision of the Facility shall be at no
cost or expense to MnDOT.
Before construction of any kind, the plans for such construction shall be approved in writing by
the MnDOT's District Engineer. Approval in writing from MnDOT District Engineer shall be
required for any changes from the approved plan.
The Permittee will construct the Facility at the location shown in the attached Exhibit "A", and in
accordance with MnDOT-approved plans and specifications. Further, Permittee will construct
the Facility using construction procedures compatible with the safe and efficient operation of the
highway.
LUP – Standardized LUP Form Page 3 of 6 LU1001 5/19/2023
Upon completion of the construction of the Facility, the Permittee shall restore all disturbed
slopes and ditches in such manner that drainage, erosion control and aesthetics are
perpetuated.
The Permittee shall preserve and protect all utilities located on the lands covered by this LUP at
no expense to MnDOT and it shall be the responsibility of the Permittee to call the Gopher State
One Call System at 1-800-252-1166 at least 48 hours prior to performing any excavation.
Any crossings of the Facility over the trunk highway shall be perpendicular to the centerline of
the highway and shall provide and ensure reasonable and adequate stopping sight distance.
4. MAINTENANCE. Any and all maintenance of the Facility shall be provided by the Permittee at
its sole cost and expense, including, but not limited to, plowing and removal of snow and
installation and removal of regulatory signs. No signs shall be placed on any MnDOT or other
governmental agency sign post within the Area. MnDOT will not mark obstacles for users on
trunk highway right of way.
5. USE. Other than as identified and approved by MnDOT, no permanent structures or no
advertising devices in any manner, form or size shall be allowed on the Area. No commercial
activities shall be allowed to operate upon the Area.
Any use permitted by this LUP shall remain subordinate to the right of MnDOT to use the
property for highway and transportation purposes. This LUP does not grant any interest
whatsoever in land, nor does it establish a permanent park, recreation area or wildlife or
waterfowl refuge. No rights to relocation benefits are established by this LUP.
This LUP is non-exclusive and is granted subject to the rights of others, including, but not limited
to public utilities which may occupy the Area.
6. APPLICABLE LAWS. This LUP does not release the Permittee from any liability or obligation
imposed by federal law, Minnesota Statutes, local ordinances, or other agency regulations
relating thereto and any necessary permits relating thereto shall be applied for and obtained by
the Permittee.
Permittee at its sole cost and expense, agrees to comply with, and provide and maintain the
Area, Facilities in compliance with all applicable laws, rules, ordinances and regulations issued
by any federal, state or local political subdivision having jurisdiction and authority in connection
with said Area including the Americans with Disabilities Act (“ADA”). If the Area and Facilities
are not in compliance with the ADA or other applicable laws MnDOT may enter the Area and
perform such obligation without liability to Permittee for any loss or damage to Permittee thereby
incurred, and Permittee shall reimburse MnDOT for the cost thereof, plus 10% of such cost for
overhead and supervision within 30 days of receipt of MnDOT’s invoice.
LUP – Standardized LUP Form Page 4 of 6 LU1001 5/19/2023
7. CIVIL RIGHTS. The Permittee for itself, successors in interest, and assigns, as a part of the
consideration hereof, does hereby covenant and agree that in the event improvements are
constructed, maintained, or otherwise operated on the Property described in this Limited Use
Permit for a purpose for which a MnDOT activity, facility, or program is extended or for another
purpose involving the provision of similar services or benefits, the Permittee will maintain and
operate such improvements and services in compliance with all requirements imposed by the
Acts and Regulations relative to nondiscrimination in federally-assisted programs of the United
States Department of Transportation, Federal Highway Administration, (as may be amended)
such that no person on the grounds of race, color, national origin, sex, age, disability, income-
level, or limited English proficiency will be excluded from participation in, denied the benefits of,
or be otherwise subjected to discrimination in the use of said improvements.
8. SAFETY. MnDOT shall retain the right to limit and/or restrict any activity, including the parking
of vehicles and assemblage of Facility users, on the highway right of way over which this LUP is
granted, so as to maintain the safety of both the motoring public and Facility users.
9. ASSIGNMENT. No assignment of this LUP is allowed.
10. IN WRITING. Except for those which are set forth in this LUP, no representations, warranties,
or agreements have been made by MnDOT or Permittee to one another with respect to this
LUP.
11. ENVIRONMENTAL. The Permittee shall not dispose of any materials regulated by any
governmental or regulatory agency onto the ground, or into any body of water, or into any
container on the State’s right of way. In the event of spillage of regulated materials, the
Permittee shall notify in writing MnDOT’s District Engineer and shall provide for cleanup of the
spilled material and of materials contaminated by the spillage in accordance with all applicable
federal, state and local laws and regulations, at the sole expense of the Permittee.
12. MECHANIC’S LIENS. The Permittee (for itself, its contractors, subcontractors, its materialmen,
and all other persons acting for, through or under it or any of them), covenants that no laborers',
mechanics', or materialmens' liens or other liens or claims of any kind whatsoever shall be filed
or maintained by it or by any subcontractor, materialmen or other person or persons acting for,
through or under it or any of them against the work and/or against said lands, for or on account
of any work done or materials furnished by it or any of them under any agreement or any
amendment or supplement thereto.
LUP – Standardized LUP Form Page 5 of 6 LU1001 5/19/2023
13. NOTICES. All notices which may be given, by either party to the other, will be deemed to have
been fully given when served personally on MnDOT or Permittee or when made in writing
addressed as follows: to Permittee at:
Mayor
City of Hugo
14669 Fitzgerald Avenue N
Hugo, MN 55038
and to MnDOT at:
State of Minnesota
Department of Transportation
Metro District Right of Way
1500 W. County Road B2
Roseville, MN 55113
The address to which notices are mailed may be changed by written notice given by either
party to the other.
14. INDEMNITY. Permittee shall indemnify, defend to the extent authorized by the Minnesota
Attorney General’s Office, hold harmless and release the State of Minnesota, its Commissioner
of Transportation and employees and any successors and assigns of the foregoing, from and
against:
(a) all claims, demands, and causes of action for injury to or death of persons or loss of or
damages to property (including Permittee's property) occurring on the Facility or connected with
Permittee's use and occupancy of the Area, except when such injury, death, loss or damage is
caused solely by the negligence of State of Minnesota, but including those instances where the
State of Minnesota is deemed to be negligent because of its failure to supervise, inspect or
control the operations of Permittee or otherwise discover or prevent actions or operations of
Permittee giving rise to liability to any person;
(b) claims arising or resulting from the temporary or permanent termination of Facility user
rights on any portion of highway right of way over which this LUP is granted;
(c) claims resulting from temporary or permanent changes in drainage patterns resulting in
flood damages;
(d) any laborers', mechanics', or materialmens' liens or other liens or claims of any kind
whatsoever filed or maintained for or on account of any work done or materials furnished; and
(e) any damages, testing costs and clean-up costs arising from spillage of regulated
materials attributable to the construction, maintenance or operation of the Facility.
LUP – Standardized LUP Form Page 6 of 6 LU1001 5/19/2023
MINNESOTA DEPARTMENT
OF TRANSPORTATION
RECOMMENDED FOR APPROVAL
CITY OF HUGO
By_________________________________
Its ____________________________
And________________________________
Its ____________________________
By:______________________________
District Engineer
Date_____________________________
APPROVED BY:
COMMISSIONER OF TRANSPORTATION
By:______________________________
Director, Office of Land Management
Date____________________________
The Commissioner of Transportation
by the execution of this permit
certifies that this permit is
necessary in the public interest
and that the use intended is for
public purposes.
C:\Users\michele.lindau\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\ZGZEITLP\LTR - Approve MNDOT Agreement.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM June 6, 2023
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: TH 61 & 159th Street Reconstruction
SP 8206-53
Enter Into MnDOT Agreement 1052505
WSB Project No. 019275-000
Dear Mayor and Council,
The City of Hugo was successful in our Local Partnership Program grant application and will be
receiving $710,000 in funds for the TH 61 and 159th Street Reconstruction project. It is
recommended that the City of Hugo enter into MnDOT Agreement No. 1052505 with the
State of Minnesota, Department of Transportation to provide for payment by the State to the City
of the State's share of the costs of the roundabout construction and other associated construction
to be performed upon, along and adjacent to Trunk Highway No. 61 at 159th Street North within
the corporate City limits under State Project No. 8206-53. The State will be finalizing the standard
Cooperative Construction Agreement between the State and City. Staff is requesting
authorization for the Mayor and City Engineer to sign this agreement once received, subject City
Attorney review and approval. This will help keep the project on schedule considering City
Council meeting cancellation on June 19th.
Staff recommends approval of the resolution to enter into MnDOT Agreement No. 1052505
for TH 61 & 159th Street Reconstruction.
If you have any questions or items you wish to discuss, you can contact me at 612.360.1278.
Sincerely,
WSB
Mark Erichson, PE
Director of Municipal Program Delivery
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
S:\Office_SHARED\Resolutions\2023 Resolutions\2023- -MnDOT Coop Construction Agreement for 61 Roundabout.docx
RESOLUTION NO. 2023-
A RESOLUTION TO
ENTER INTO MNDOT AGREEMENT NO. 1052505
TH 61 & 159TH STREET RECONSTRUCTION
IT IS RESOLVED that the City of Hugo enter into MnDOT Agreement No. 1052505 with the State of
Minnesota, Department of Transportation for the following purposes:
To provide for payment by the State to the City of the State's share of the costs of the roundabout
construction and other associated construction to be performed upon, along and adjacent to Trunk
Highway No. 61 at 159th Street North within the corporate City limits under State Project No. 8206-53.
IT IS FURTHER RESOLVED that the Mayor and the City Engineer are authorized to execute
the Agreement and any amendments to the Agreement.
CERTIFICATION
I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the
City of Hugo at an authorized meeting held on the 12th day of June, 2023, as shown by the minutes of
the meeting in my possession.
__________________________________
(Signature)
Subscribed and sworn to before me this
________ day of _________________, 20__ __________________________________
(Type or Print Name)
__________________________________
(Title)
Notary Public ________________________
My Commission Expires _______________
Holiday Leave
City offices and activities shall be closed on the days listed below in observance of
holidays, except where necessary to meet work requirements. Regular and seasonal full-
time employees in good standing with the City shall receive one day of regular pay for each
observed holiday, and shall be credited with eight hours work for the computation of
overtime requirements. Temporary and part-time employees shall not receive pay or
overtime credit for these days except as specified in paragraph (b) and (c) below.
a. The following holidays shall be observed by the City:
New Years Day (January 1st, or as observed)
Martin Luther King’s Birthday (as observed)
Memorial Day (last Monday in May)
Juneteenth (as Observed)
Independence Day (July 4th, or as observed)
Labor Day (first Monday in September)
Veteran’s Day (as observed)
Thanksgiving Day (fourth Thursday in November)
Friday after Thanksgiving
Christmas Day (December 25th, or as observed)
Presidents Day (as observed)
Agenda Number : G.18
CITY OF HUGO COMMUNITY
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Rachel Juba, Community Development Director
SUBJECT: Southwind Holdings, LLC - Final Plat and Development Agreement for Oneka
Prairie
DATE: June 8, 2023, for the City Council Meeting of June 12, 2023
REVIEW DEADLINE: June 26, 2023 (60-days)
1.PROPOSED MOTION:
Move to approve the resolution approving the final plat and development agreement for Oneka
Prairie. Approval of the Final Plat requires a 3/5 vote of the City Council.
2.DESCRIPTION OF REQUEST:
The applicant is requesting approval of a final plat in order to plat 59 lots on the parcel located at
the existing end of Oneka Parkway for the Oneka Prairie development. This development will be
one phase.
The City Council reviewed and approved the preliminary plat and PUD for Oneka Prairie at its
December 19, 2022, meeting. The lots meet the minimum lot standards and requirements
outlined in the regulations for the Oneka Prairie PUD.
Park Dedication is to be satisfied with land dedication of Outlot C and park dedication fee of
$2,686 per unit. The plans show construction of amenities in the park including a shelter,
playground, and sidewalk loop in exchange for PUD flexibility. The Parks Commission shall
review and approve the improvements/amenities prior to construction.
4.RECOMMENDATION:
Staff recommends approval the resolution approving the Final Plat and Development Agreement
for Oneka Prairie , subject to review and approval by the City Attorney.
Oneka Prairie Final Plat and Development Agreement
Page 2
ATTACHMENTS:
a) Location Map
b) Resolution Approving the Final Plat and Development Agreement
c) Engineer’s Memo dated June 8, 2023
d) Draft Development Agreement
e) Final Plat
f) Final Plat Construction Plans
165th Street North
Ethan Trail North
Empress Avenue North
Fairoaks Avenue NorthOneka Parkway North162nd Street NorthEverton Avenue North162nd Court North
Oneka Prairie
Location Map
Hugo, MN
Parcel Boundary selection
Roads
Hugo Border
Parcel Boundary
¯0 100Feet1 in = 250 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Oneka Prairie - 16345 Everton Ave N.mxdSite
RESOLUTION 2023-______
APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR
SOUTHWIND HOLDINGS, LLC, ON PROPERTY LOCATED 16345 EVERTON
AVENUE NORTH FOR ONEKA PRAIRIE
WHEREAS, Southwind Holdings, LLC, has requested approval of a final plat
development to allow construction of 59 single family lots and 6 outlots on the 24.83 acre
property legally described as follows:
(See Attached)
WHEREAS, the Planning Commission has reviewed the preliminary plat and PUD at a
duly called Public Hearing and recommends approval, and;
WHEREAS, the City Council approved the preliminary plat and PUD at its meeting on
December 19, 2022.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF
THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the
request by Southwind Holdings, LLC, for a final plat and development agreement,
subject to the following conditions:
1. A final plat is approved to allow the creation of 59 single family home lots and 6
outlots, in accordance with the application and plans received by the City on April 27,
2023, May 3, 2023, May 17, 2023, and June 1, 2023, except as amended by this
resolution.
2. The development shall substantially comply with all plans and conditions of the
preliminary plat and PUD approval granted by the City Council on December 19,
2022.
3. Development standards shall comply with Resolution 2022-91 and 2022-92, as
amended.
4. The developer shall comply with all conditions outlined in the City Engineer’s memo
dated June 8, 2023 and revisions required in “red-lined” comments from the City
Engineer.
5. Oneka Parkway with sidewalk and trail, shall be constructed to the north property line
and all the way to the lift station.
6. Park Dedication is to be satisfied with land dedication of Outlot C and park
dedication fee of $2,686 per unit. The plans show construction of amenities in the
park including a shelter, playground, and sidewalk loop in exchange for PUD
flexibility. The Parks Commission shall review and approve the
improvements/amenities prior to construction.
Resolution 2023-___
Page 2
7. The building setbacks and impervious surface requirements for the development are
as follows:
Proposed
Min. Lot Size 7,800 square feet (9,427 average)
Lot Width 65 feet
Front Yard
Setback
30 feet 20 feet on
corner lot - side
of house
Side Yard Setback 7.5 feet
Rear Yard Setback 30 feet
Impervious
Surface
50%
8. Outlot Use and Ownership:
Outlot Acres Ownership Use
A 2.17 City Wetland/Ponding
B 2.66 City Wetland
C 0.54 City City Public Park
D 1.56 City Wetland/Ponding
E 0.19 City Wetland
F 0.38 City Wetland
9. The developer shall design and install a storm water re-use system for the irrigation of
the lots.
10. The landscaping planned for the plat shall be installed in one phase. The developer
shall take proper precautions to protect the trees as the homes are being built.
11. Staff will continue to work with the developer on the street lighting plan. Exact
locations of the street lights shall be reviewed and approved by City staff prior to
installation. The street lights shall be the Lantern style decorative light.
12. Final design of the entrance monument shall be reviewed and approved by staff prior
to installation.
13. Prior to the release of the final plat for recording, the developer shall comply with the
following conditions.
a. An HOA shall be established to own/operate/maintain the following:
i. landscaping and grass along Oneka Parkway within the right-of-
way,
ii. planting beds along Oneka Parkway within the right-of-way
iii. vegetation in outlots E and F
iv. and the water re-use system.
Resolution 2023-___
Page 3
The HOA documents/covenants shall be reviewed and approved by staff.
b. The storm water re-use system shall be reviewed and approved by staff.
The storm water reuse system operation, encroachment, and maintenance
agreement shall be reviewed and approved by City staff.
c. An encroachment and maintenance agreements shall be reviewed and
approved by staff for access and maintenance of stormwater reuse system,
landscaping, and signage, with in Outlots A and D.
d. The development shall comply with the Fire Chief’s requirements
regarding fire flow calculations, the location of fire hydrants, fire
department connections, and fire lane signage.
e. The developer shall obtain all necessary stormwater management and
WCA permits from the City.
f. The developer shall obtain all necessary local, state, and federal permits.
g. The developer shall enter into a development agreement, shall agree to
complete all improvements, and pay all fees as required by the agreement.
13. Prior to the issuance of building permits, the developer shall comply with the
following conditions.
a. The applicant shall record the final plat, development agreement and all
other documentation at Washington County and provide the City with
proof of recording.
b. The applicant shall submit three full sets of approved final plans to the
City.
c. If a sales trailer is located in the property, a site plan and building
elevations shall be submitted for City review and approval.
14. Prior to the issuance of Certificate of Occupancy, the developer shall comply with the
following conditions:
a. The lift station shall be constructed and functioning.
Resolution 2023-___
Page 4
ADOPTED by the City Council this 12th day of June, 2023
______________________________
Tom Weidt, Mayor
ATTEST:
_______________________________
Michele Lindau, City Clerk
S:\Users\R_Juba\DEVELOPMENT PROJECTS\Oneka Prairie\Final Plat\Engineers Memo and Redlined Comments\Engineers Memo Oneka Prairie Final Plat -
060823.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM June 8, 2023
Ms. Rachel Juba
Community Development Director
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Oneka Prairie
Preliminary Plat Review
WSB Project No. 020725-000
Dear Ms. Juba:
We have reviewed the Final Plat Submittal for the Oneka Prairie development. We have
reviewed the following information related to this application:
• Oneka Prairie Construction Documents dated May 31, 2023, for Southwind Holdings,
LLC by Anderson Engineering
• Oneka Prairie Final Plat received June 5th, 2023
• Stormwater Management Plan revised May 17, 2023, for Southwind Holdings, LLC by
Anderson Engineering
Based on the review of the documents, we offer the following comments related to this
application:
General/Access
1. The subject property is located north of Empress Avenue North (constructed as part of the
Oneka Place Development), south of 165th Street and east of the extension of Oneka
Parkway.
2. The development plans include the extension of Oneka Parkway along the full length of the
development. Two access points along Oneka parkway are proposed with a 3rd access point
into the development coming from the extension of Fairoaks Avenue that was constructed as
part of the Oneka Place Development.
3. An existing 100-ft easement exists for the construction of Oneka Parkway. Outlot G is now
included as dedicated as right-of-way.
4. Connection of Oneka Parkway to 165th Street is not planned for this development.
5. Minor detailed redline comments have been provided on the plans and sent to the applicants
engineer so they can be addressed in future submittals.
Utility Plan
6. As identified in the City’s Comprehensive Water Supply and Distribution Plan, a 12” trunk
watermain will need to be extended north from the existing 12” trunk watermain located within
Oneka Parkway with the City of Hugo paying for oversizing costs.
Ms. Rachel Juba
June 8, 2023
Page 2
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Redlined Comments\Engineers Memo Oneka Prairie Final Plat - 060823.docx
7. The City’s Comprehensive Sanitary Sewer Plan identifies the way in which properties are to
be served by sanitary sewer. A trunk sanitary sewer lift station serving this development and
a significant area to the north and west is identified to be constructed near the existing
terminus of Oneka Parkway and will be paid for and constructed by the City of Hugo.
Sighting of the lift station has been coordinated with the developer and the lift station will be
located in the NW corner of the development with access coming from Oneka Parkway.
8. Sanitary Sewer within Fairoaks Avenue is available to serve a small portion of the property
based on its current depth but, is not of sufficient depth to serve the developable area to the
east nor the majority of the subject property. Staff has determined that it is more effective to
serve the majority of the development from the lift station. Two lots at the extension of
Fairoaks will be served by the sewer within Fairoaks, allowing earlier building permits and
certificate of occupancy considering the lift station will not be operational as quickly as this
gravity main.
9. The project is not proposed to be phased.
Stormwater Management
10. The site is meeting water quality requirements through the use of onsite water reuse for
irrigation and a filtration basin. The basins are properly sized to provide the required water
quality volume and to provide enough water for the proposed irrigation system.
11. The site is meeting rate control requirements through the use of onsite stormwater ponds and
a filtration basin.
12. While there is not FEMA floodplain onsite, there is RCWD regulated floodplain over a portion
of the site. Compensatory storage calculations for all fill below the RCWD regulated
floodplain have been provided showing no impact on the floodplain.
13. The site is in compliance with the City’s freeboard requirements.
Wetlands
14. The wetland replacement plan for Oneka Prairie was approved by City Council and the
Notice of decision was sent on 4/27/23. The plan identified 0.498 acres of permanent
wetland impact which will be replaced by purchasing 0.996 acres of wetland bank credit from
wetland bank 1722.
15. Oneka Parkway Extension is a separate LGU project as the wetland impacts from extending
Oneka Parkway when combined with the Oneka Prairie Residential Development would have
resulted in over 0.5 acres of wetland impact requiring and individual permit from the US Army
Corps taking up to 12 months to review and issue a permit.
16. The Oneka Parkway Extension wetland replacement plan was approved by city council and
the NOD was issued on June 2. The wetland credits have been debited for this project.
17. A revised wetland replacement plan identifying all impacts as discussed at the 11/21/22 TEP
meeting needs to be submitted in a timely fashion to allow for review; no submittal has been
received to date. The 11/29/22 wetland impact exhibit does not include impacts for rip-rap
and grading within wetland D/E, outlot A in the northwest corner.
Ms. Rachel Juba
June 8, 2023
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18. A site visit was completed on June 7, 2023, which showed that no signage had been erected
for Bandings Turtles and proper wetland protections for unimpacted areas of wetlands D and
F were not installed. An email was sent on June 8, 2023, to Larry Alm and Ken Meek
requesting resolution of these permit conditions by June 16.
19. Signage should be installed along lot lines where wetlands have been preserved from impact
so as to avoid future impacts to wetlands by lot owners resulting in enforcement actions.
20. Review based on plans set dated 4/11/23.
Thank you for the opportunity to provide comments on this project. If you have any questions,
please do not hesitate to contact me at 651-286-8463.
Sincerely,
WSB
Mark Erichson, PE
City Engineer
cc: Scott Anderson, Public Works Director (email only)
Liz Finnegan, Senior Engineering Technician (email only)
Return To:
City of Hugo
14669 Fitzgerald Ave N
Hugo, MN 55038
CITY OF HUGO
WASHINGTON COUNTY, MINNESOTA
DEVELOPMENT AGREEMENT
Oneka Prairie
THIS AGREEMENT, made and entered into this _____ day of _______________, 2023 by and
between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of
Minnesota (hereinafter referred to as "City"); and CPDC – Pratt – Oakwood, Limited Liability
Partnership (hereinafter referred to as "Developer").
WITNESS:
2
WHEREAS, the City Council of the City has, by Resolution Number 2022-91 on
December 19, 2023, approved the preliminary plat for a major subdivision as proposed by the
Developer to be known as "Oneka Prairie" ; and,
WHEREAS, the City Council of the City has, by Resolution Number 2022-92 on
December 19, 2023, approved the PUD general plan for a major subdivision as proposed by the
Developer to be known as "Oneka Prairie" ; and,
WHEREAS, the City Council of the City has, by Resolution Number 2033-_____ on
June 12, 2023, approved the final plat for a major subdivision as proposed by the Developer to be
known as "Oneka Prairie" (hereinafter referred to as the "Plat"); and,
WHEREAS, the Plat proposed a development of an approximately 25 acre parcel of
land into 59 residential lots and 6 outlots; and,
WHEREAS, it is the policy of the City to enter into development contracts as
contemplated in Minnesota Statutes §462.358, Subd. 2(a); and,
WHEREAS, this development agreement applies to all of the residential lots and
outlots within the Oneka Place plat, as legally described in Exhibit G.
WHEREAS, the parties hereto desire to set forth their respective rights and
obligations of the parties to this Agreement.
NOW, THEREFORE, in consideration of the premises and of the mutual promises
and conditions contained herein, it is agreed by the parties hereto as follows:
A. GENERAL ENGINEERING CONDITIONS;
1. Escrow for City Costs and Fees. Developer shall, contemporaneously with
the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover
the cost of legal fees, engineering and construction observation fees, administrative expenses, and
other costs related to this Plat.
All fees and costs incurred by the City in connection with the Plat shall be
charged against said escrow account which shall remain in effect until the expiration of the warranty
period for the Plat, as defined in paragraph 7, in all events said fees and costs shall be the
responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow
account after the completion of the warranty period shall be refunded to the Developer. In the event
that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the
account and to cover projected City costs. Specifically, Developer agrees that the escrow account
shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an
itemized statement of all costs and fees charged against this escrow account.
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2. Development Plans. In accordance with the policies and ordinances of the
City, and subject to all City resolutions and approvals in connection herewith, the Developer shall
construct the proposed improvements (hereinafter referred to as the "Improvements"). All
Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth
in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and
approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City
standards and requirements including those listed herein. In addition, all public street, utility, and
storm drainage improvements shall comply with the City’s adopted specification book and the
reasonable direction of City staff.
3. Authorization to Proceed with Construction. Developer agrees not to
commence any grading, utility or street work within the Plat until the following are completed:
1) Construction plans are approved by the City and distributed.
2) Pre-construction conference is held.
3) Notice to Proceed is issued.
4. Construction Observation. The City, for its benefit, will provide staff of its
choosing to provide construction observation for the Improvements outlined in this Agreement. All
costs associated with construction observation and inspection will be the responsibility of the
Developer. The Developer shall allow City staff and City consultants access to the property to allow
for this work to occur.
5. Miscellaneous Requirements.
a) Property Corners: All property corners as identified on the Plat
must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance,
as defined in paragraph 7 of this Agreement.
b) Drainage Easements: Drainage easements shall be dedicated on the
Plat so as to cover any wetlands and stormwater ponding areas located below the 100-year high
water levels.
c) Soils Testing: Soils inspection and compaction testing by a
registered professional engineer shall be accomplished on all lots where filling is required, in
accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1)
compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is
placed. A summary of all inspections and compaction tests for all developed lots shall be provided
to the City upon completion of the grading and shall be provided for a respective lot prior to the
issuance of a building permit for such lot.
4
d) Private Utilities: All private utilities that are installed, including
electricity, telephone, natural gas and cable television, shall be installed underground.
e) Mailboxes: Developer shall coordinate mailbox locations with the
United States Postal Service.
f) Street Lights: Street lights shall be installed within the Plat
according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer
shall also submit its Street Lighting Plan to the applicable power company for its review, comment
and approval. The installation of the street lights shall be coordinated with the applicable power
company so that the street light system is installed, constructed and operated in such a manner as
will harmoniously exist with other street lights within the area.
g) Working Hours: Construction activity, including equipment startup
and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday;
8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays.
h) Street Sweeping: Developer shall sweep and/or otherwise clean all
streets, as needed, within and adjacent to the Development property as a result of construction
activities associated with the Plat until final acceptance of the Improvements. If the streets are not
maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will
arrange for the street sweeping at Developer’s cost.
i) Placement of Bituminous Wear Course: The bituminous wear
course can be placed on all streets once all of the following have occurred:
1. A Certificate of Occupancy has been issued for at least 75%
of the lots or a cash escrow in the amount of $10,000 has
been deposit with the City which will be held until 75% of the
lots have received Certificates of Occupancy. At the City’s
discretion, the wear course may be placed prior to having
75% occupancy. If applicable, the warranty period shall be
extended an additional one (1) year for a total of two (2) years
from final acceptance. In no case shall the wear course be
placed with less than 50% occupancy.
2. The base course on all streets has been in place for at least
one full freeze-thaw cycle.
3. City staff or its assignees have visually inspected all
roadways and curb within the Development, and any repairs
necessary as a result of said inspection are complete and
written approval issued.
6. Project Completion: The Improvements listed herein on Exhibit A, including
street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval
5
of the City in accordance with the approved plans. All Improvements shall be substantially
completed to the reasonable satisfaction and approval of the City within twelve (12) months of the
execution of this Agreement. Substantial completion shall consist of all work with the exception of
placement of the bituminous wear course and completion of the final punchlist. The Developer shall
be excused from the strict completion date set forth herein if written notice is received from the
Developer of the existence of causes over which the Developer has no control which will delay the
completion of the work and approved in writing by the City. In that event, the City may extend the
date or dates herein specified.
7. Project Acceptance: Final project acceptance will be considered by the City
Council once the following have been completed:
(a) All Improvements are installed according to the approved plans.
(b) All punchlist items are completed.
(c) All Record Drawing information has been provided to the City to its
satisfaction.
(d) Escrow account for City costs and fees is current in accordance with the
provisions of this Agreement.
(e) The City receives confirmation via lien waivers that contractors or other
parties have been paid for the work completed.
(f) The City receives a written request from the Developer to accept the
Improvements.
8. Record Drawing Requirements and Engineer’s Certification. Following
completion of all development activities and prior to the release of security and acceptance of
Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the
Improvements listed on Exhibit A. This information shall be provided to the City in the following
formats:
(a) 1-set mylar drawings (22” x 34”) for all Improvements.
(b) 1-set paper drawings (22” x 34”) for all Improvements.
(c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the
final plat.
All Record Drawings shall include the following information:
(a) All bench marks shown on plans (bench marks shall be top nut of hydrants).
(b) Swing ties to all gate valves shown on plans (ties should be to manholes,
catch basins, hydrants or other permanent objects.
(c) Swing ties to curb stops shown on plans (ties should be to manholes, catch
basins, hydrants, property corners or other permanent objects).
(d) Top of casting and invert elevation for all structures.
(e) All pipe sizes, material type, pipe classification, grades and lengths
(f) All horizontal and vertical curve data in the appropriate location on the plans.
(g) Televised report of the sanitary sewer with videotape.
6
(h) Swing ties to any manhole or catch basin outside the roadway area.
(i) A text file including the x, y and z coordinates (based on Washington
County’s coordinate system) for the following:
1. All curb stops
2. All hydrants
3. All gate valves
4. All manholes located outside of the roadway
9. Construction Warranty and Financing of Improvements. The Developer agrees
to construct the Improvements described herein at its own expense and in accordance with City
specifications. The Developer shall engage at its own expense a registered, professional civil
engineer to prepare plans and specifications for the Improvements and shall submit the same to the
City for review and approval. The Developer represents and warrants that all of the Improvements
made as a part of this development shall be guaranteed to be properly functioning as designed for a
period of not less than one (1) year following acceptance of the entire project by the City. In the
case of any material or labor that is supplied and that is reasonably rejected by the City as defective
or unsuitable, then the rejected materials shall be removed and replaced with approved material, and
the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the
sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein
shall begin to run until all of the Improvements within the Plat have been approved and accepted by
the City.
The Developer’s engineer shall certify that grading within the Plat was completed in
accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues
any building permits. The Developer shall remain ultimately responsible for accurate grading of all
lots and shall correct any deficiencies in grading that may be discovered until the certificate of
occupancy is issued or the developer is released from its obligation under this Agreement as outlined
in paragraph 7 above.
10. Signs. The Developer shall prepare a plan for all regulatory, directional and street
name signs to be within the Plat. The plan shall be reviewed and approved by the City’s public
works department. Upon plan approval, the City’s public works department shall install all public
signage within the Plat. The installation of all private signage shall be the responsibility of the
Developer. All costs related to the installation of public signage shall be the responsibility of the
Developer and will be deducted from the Developer’s escrow account. The Developer shall post
funds as outlined in Exhibit C prior to the City’s public works department beginning the installation.
11. Drainage Easements.
a) Work within Easements: No improvements, landscaping, or grading,
other than Improvements shown on the approved plans, shall be permitted in dedicated drainage
easements without the prior written permission of the City and any regulatory agency having
jurisdiction.
7
b) Maintenance Responsibilities: The Developer and its successors in
interest, including all individual homeowners, shall be responsible for routine maintenance of all
storm water management ponds, wetlands, and drainage areas within easements dedicated to the
City on their property. Routine maintenance shall include litter removal, mowing and maintenance
of the property adjacent to pond or wetland areas. In the case of drainage swales, routine
maintenance includes the removal of obstructions from the swale as necessary to maintain proper
drainage in addition to the aforementioned items. The City shall be responsible for non-routine
maintenance of storm water ponds within the easements, including pond dredging, maintenance of
the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such
maintenance shall be completed as deemed necessary by the City.
12. Wetland Signage: Permanent signage shall be placed along wetland edges as
outlined in the City’s General Specification and Standard Details Manual or approved equal by the
City.
13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section
90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or
the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as
may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots
herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or
four (4) feet above the high groundwater elevation, whichever is greater, for the subject property.
Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot,
on a certificate of survey, which survey shall be provided to the City before any building permits are
issued for any lots within the Plat.
14. Landscaping. All disturbed areas within the Plat shall be landscaped in accordance
with the approved landscape plans, the City ordinances, and the City’s General Specification and
Standard Details Manual. All landscaping shall be complete, established and growing within sixty
(60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is
issued between the dates of October 1 and May 1, then the landscaping required herein shall be
complete, established and growing no later than July 1. All front yards, side yards and back yards
shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order
to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more
than 35% sand. Unless specific arrangements are made and agreed to by the City, all landscaping
installed within the Plat shall be maintained by the Developer and its successors.
All areas, other than proposed street areas, disturbed by grading activities on the site shall be
seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City
Engineer. Seeding shall be completed as follows:
a) All areas shall be restored with a minimum of four (4) inches of adequate
topsoil prior to seeding.
8
b) Upland areas shall be seeded in accordance with the grading, drainage, and
landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per
acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch
shall be disk anchored.
c) Wetlands, wetland replacement areas and storm water ponding areas shall be
seeded per the Final Landscape Plan dated June 6, 2018, and revised July 27, 2018. The minimum
rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier.
d) All seeded areas shall be maintained for the term of this Agreement. Upland
areas shall be mowed as necessary or as directed by the City Engineer.
e) All disturbed areas within the development shall be maintained to limit
vegetation growth to less than ten (10) inches except designated natural areas or designated open
spaces as shown on the approved plans.
15. Safe Rooms. The Developer shall require all builders to offer a safe room as an
option to any and all potential homebuyers. All safe rooms offered and built within the City
must meet or exceed FEMA requirements and standards.
B. ESCROWS, CHARGES AND UTILITY OVERSIZING:
Developer shall pay the escrows, fees and charges listed on Exhibit C.
C. SPECIAL PLANNING REQUIREMENTS:
The Plat shall be built and maintained in accordance with the planning requirements
listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto.
D. ADMINISTRATIVE REQUIREMENTS:
1. Miscellaneous Provisions. Developer specifically understands that this Plat
approval is given subject to the following requirements:
a) Expiration. The final plat documents for the Plat, which is the first
phase of the Oneka Place preliminary plat, have been submitted to the City Council within one
hundred twenty (120) days of preliminary plat approval. The final plat must be recorded with the
Washington County Recorder (and the mylar "hardshells" must be fully executed) within sixty (60)
days of the City Council motion giving final plat approval, unless such deadline is extended by the
City Council in its sole discretion, or else said approval shall be null and void. All fees relating to
this subdivision shall be paid by the Developer, including the cost of recording documents with
Washington County.
b) Recording. The developer shall record this Agreement with
Washington County simultaneous with the recording of the Plat, and shall forward confirmation of
recording of the Plat and this Agreement to the City prior to the issuance of building permits. All
applicable conditions of Plat approval must be met before any deeds are stamped for recording and
9
prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be
contingent upon compliance with the approved plans for the Improvements and upon compliance
with this Agreement.
c) Model Homes. In the event that site grading is approved by the City
prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat,
the Developer shall be entitled to one (1) building permit per housing unit type on lots that abut
existing streets or roadways, subject to final approval by the City. No model homes may be
constructed or utilized until at least one (1) lift of bituminous has been installed from said model
home lot providing access to a public street or roadway outside of the Plat. No certificate of
occupancy shall be issued for any model or other home until all necessary public improvements and
utilities have been installed and the utilities have been successfully tested. Prior to this, and at the
time that a model home passes final inspection, a model home may only be used by Developer’s
staff or realtors for purposes of showing the models to potential buyers. No model home may be
used until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been
installed except that, if the certificate of occupancy is issued between the dates of October 1 and
May 1, then the landscaping required herein shall be complete, established and growing no later than
July 1.
d) Sales Trailers. The developer may be entitled to a maximum of one
(1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a
period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer
may be approved by the City Community Development Director prior to the first model home being
available for showing. The trailer is subject to the issuance of a building permit, shall meet all
applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient
parking for the size of the office, and shall have safe and suitable access to a paved, public roadway.
The trailer shall be removed, and the site shall be restored within seven (7) days following the date
that a model home passes final inspection.
e) Deviations. No material deviations from the approved Plat shall be
allowed unless approved in writing by the City. Approval herein is also given subject to full
compliance with the conditions of approval and findings adopted by the City Council in connection
with the approval of the development.
f) Certificates of Survey. A certificate of survey shall be provided to
the City Building Inspector for each lot at the time a building permit is requested for the lot.
Attached to the certificate of survey shall be an erosion control plan for the lot showing location and
type of all erosion control measures to be used on the lot, and spot elevations, tree preservation plan
shall be submitted for each home site.
g) Outhouses. The Developer shall provide on-site a sufficient number
of portable outhouses to be available for the persons who will be working on-site until
Improvements are accepted according to the plans in Exhibit A.
10
h) Property Owners Association. When required as a condition of
approval outlined in Exhibit B, the Developer agrees to form a property owners association,
membership in which shall be mandatory for all of the lots within this development. The property
owners association shall be responsible for maintenance and repair of all common elements as listed
in the property owners association documents within this development and the same shall be
maintained in good condition in accordance with all City ordinances and reasonable directions of the
City. Developer agrees to provide a copy of the property owners association documents to the City
prior to the recording of the final plat. In the event of failure or refusal of any property owners
association to so maintain or repair the common elements then the City may, with seven days written
notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work
and assess each of the lots within the plat for the cost of the work.
i) Intentionally deleted
j) The property owners association documents shall advise owners of
all lots of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT,
INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A
DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT
THE OFFICE OF THE WASHINGTON COUNTY RECORDER.
k) Developer acknowledges that a separate development agreement will
be entered into at the time of final plat approval of subsequent phases in the development. That
Development Agreement will address, among other things, necessary improvements to be made,
financial guarantees to be provided, and the amount of the development fees to be paid by the
Developer.
l) Developer shall remove all tree waste, junk, miscellaneous debris,
junk vehicles, and any other personal property from the Plat which does not comply with the City
Zoning Ordinance until final acceptance of the Improvements.
E. DAMAGES AND DEFAULT:
1. Developer agrees to pay liquidated damages to the City if any lot has a real
estate closing occur before all public improvements within the Plat are certified as being
substantially completed by the City. Specifically, Developer agrees to immediately pay to the City
liquidated damages in the amount of Ten Thousand Dollars ($10,000.00) for each lot closing which
occurs in violation of this paragraph. The City shall be authorized to retain an appropriate
percentage of the financial guarantee referred to in paragraph 4 as security for payment of any
liquidated damages owed to the City. Model Homes are exempt from this section.
2. Developer agrees to pay liquidated damages to the City, in the amount of
Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or
utility easement not permitted on the plans without first obtaining a written permit from the City
expressly authorizing said encroachment. The City shall be authorized to retain an appropriate
11
percentage of the financial guarantee referred to in paragraph 4 as security for payment of any
liquidated damages owed to the City.
3. Events of Default.
a) Events of Default Defined. The following shall be "Events of
Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in
this Agreement, any one or more of the following events:
1. Subject to unavoidable delays, failure by Developer to commence
and complete construction of the Improvements pursuant to the
terms, conditions and limitations of this Agreement.
2. Failure by Developer to substantially observe or perform any material
covenant, condition, obligation or agreement on their part to be
observed or performed under this Agreement.
b) Remedies on Default. Whenever any Event of Default occurs, the
City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or
otherwise by written, executed instrument of the City, may take any one or more of the following:
1. The City may suspend its performance under the Agreement until it
receives assurances from Developer, deemed adequate by the City,
that Developer will cure their default and continue their performance
under the Agreement. Suspension of performance includes the right
of the City to withhold permits including, but not limited to, building
permits.
2. The City may initiate such action, including legal or administrative
action, as is necessary for the City to secure performance of any
provision of this Agreement or recover any amounts due under this
Agreement from Developer, or immediately draw on the financial
Letter of Credit, as set forth in this Agreement.
4. Enforcement by City; Damages. The Developer acknowledges the right of
the City to enforce the terms of this Agreement against the Developer, by action for specific
performance or damages, or both, or by any other legally authorized means. The Developer also
acknowledges that its failure to perform any or all of their obligations under this Agreement may
result in substantial damages to the City; that in the event of default by the Developer, the City may
commence legal action to recover all damages, losses and expenses sustained by the City; and that
such expenses may include, but are not limited to, the reasonable fees of legal counsel employed
with respect to the enforcement of this Agreement.
12
F. THIS AGREEMENT:
1. Release of Agreement. This Agreement shall run with the land and may be
recorded against the title to the property. After the Developer has completed the work required of it
under this Agreement, at the Developer’s request the City will execute and deliver to the Developer
a release.
2. Warranty of Title. Developer warrants and represents to the City that it is
the fee owner of the land described herein and that it has authority to execute this Agreement, with
consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto.
Developer also represents and warrants that the use for which this development is sought will not
violate any restrictive covenants applying to the property.
3. Binding Effect. This Agreement shall be deemed to be a restrictive
covenant and the terms and conditions hereof shall run with the land described herein and be binding
on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be
binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants
running with the land. Reference herein to the Developers, if there be more than one, shall mean
each and all of them.
This Agreement shall be placed of record so as to give notice hereof to
subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against
the escrow account.
4. Restrictions on Transfer/Indemnification. Developer agrees to defend and
hold the City, and its officials, employees and agents, harmless against any and all claims, demands,
lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees,
arising out of actions or omissions by Developer, their employees and agents, in connection with the
Project. No transfer or assignment shall be made without City approval and any assignment or
transfer without such approval shall be void.
5. Incorporation by Reference. All general and special conditions, plans,
special provisions, proposals, specifications and contracts for the Plat and for any Improvements
furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement
by reference as if fully set out herein in full.
6. Developer will comply with and promptly perform all of its obligations under
this Agreement.
7. Evidence of Title. Developer shall furnish the City with evidence of fee
ownership of the property being platted by way of an attorneys title opinion or title insurance
13
commitment dated not earlier than thirty (30) days prior to the execution of the Plat.
IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed
on the day and year first above written.
14
City of Hugo
By________________________________ By__________________________________
Tom Weidt, Mayor Michele Lindau, Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
On this _____ day of __________________, 20__, before me, a Notary Public,
personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a
Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf
of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and
Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo.
__________________________________________
Notary Public
15
Developer
Southwind Holdings, LLC
By________________________________
________________________
Its: ___________________________________
STATE OF MINNESOTA )
) ss. (Corporate Notary)
COUNTY OF WASHINGTON)
On this _____ day of _________________, 20__, before me, a Notary Public, within
and for said County and State, personally appeared ___________________, to me personally
known, who, by me duly sworn did say that they are the _________________ of
____________________________, a Minnesota _____________________, on behalf of said
____________________.
__________________________________________
Notary Public
16
EXHIBIT A
LIST OF DEVELOPMENT PLANS
Sheet No. Plan Date Author
1-2 Final Plat Recorded at Washington County EG Rud and Sons Inc.
Construction Plans Updated once approved.
All Water Re-Use Map
17
EXHIBIT B
APPROVAL CONDITIONS
1. A final plat is approved to allow the creation of 59 single family home lots and 6 outlots,
in accordance with the application and plans received by the City on April 27, 2023, May
3, 2023, May 17, 2023, and June 1, 2023, except as amended by this resolution.
2. The development shall substantially comply with all plans and conditions of the
preliminary plat and PUD approval granted by the City Council on December 19, 2022.
3. Development standards shall comply with Resolution 2022-91 and 2022-92, as amended.
4. The developer shall comply with all conditions outlined in the City Engineer’s memo
dated June 8, 2023 and revisions required in “red-lined” comments from the City
Engineer.
5. Oneka Parkway with sidewalk and trail, shall be constructed to the north property line
and all the way to the lift station.
6. Park Dedication is to be satisfied with land dedication of Outlot C and park dedication
fee of $2,686 per unit. The plans show construction of amenities in the park including a
shelter, playground, and sidewalk loop in exchange for PUD flexibility. The Parks
Commission shall review and approve the improvements/amenities prior to construction.
7. The building setbacks and impervious surface requirements for the development are as
follows:
Proposed
Min. Lot Size 7,800 square feet (9,427 average)
Lot Width 65 feet
Front Yard
Setback
30 feet 20 feet on
corner lot - side
of house
Side Yard Setback 7.5 feet
Rear Yard Setback 30 feet
Impervious
Surface
50%
18
8. Outlot Use and Ownership:
Outlot Acres Ownership Use
A 2.17 City Wetland/Ponding
B 2.66 City Wetland
C 0.54 City City Public Park
D 1.56 City Wetland/Ponding
E 0.19 City Wetland
F 0.38 City Wetland
9. The developer shall design and install a storm water re-use system for the irrigation of
the lots.
10. The landscaping planned for the plat shall be installed in one phase. The developer shall
take proper precautions to protect the trees as the homes are being built.
11. Staff will continue to work with the developer on the street lighting plan. Exact locations
of the street lights shall be reviewed and approved by City staff prior to installation. The
street lights shall be the Lantern style decorative light.
12. Final design of the entrance monument shall be reviewed and approved by staff prior to
installation.
13. Prior to the release of the final plat for recording, the developer shall comply with the
following conditions.
a. An HOA shall be established to own/operate/maintain the following:
i. landscaping and grass along Oneka Parkway within the right-of-way,
ii. planting beds along Oneka Parkway within the right-of-way
iii. vegetation in outlots E and F
iv. and the water re-use system.
The HOA documents/covenants shall be reviewed and approved by staff.
b. The storm water re-use system shall be reviewed and approved by staff. The
storm water reuse system operation, encroachment, and maintenance agreement
shall be reviewed and approved by City staff.
c. An encroachment and maintenance agreements shall be reviewed and approved
by staff for access and maintenance of stormwater reuse system, landscaping, and
signage, with in Outlots A and D.
d. The development shall comply with the Fire Chief’s requirements regarding fire
flow calculations, the location of fire hydrants, fire department connections, and
fire lane signage.
19
e. The developer shall obtain all necessary stormwater management and WCA
permits from the City.
f. The developer shall obtain all necessary local, state, and federal permits.
g. The developer shall enter into a development agreement, shall agree to complete
all improvements, and pay all fees as required by the agreement.
13. Prior to the issuance of building permits, the developer shall comply with the following
conditions.
a. The applicant shall record the final plat, development agreement and all other
documentation at Washington County and provide the City with proof of recording.
b. The applicant shall submit three full sets of approved final plans to the City.
c. If a sales trailer is located in the property, a site plan and building elevations shall be
submitted for City review and approval.
14. Prior to the issuance of Certificate of Occupancy, the developer shall comply with the
following conditions:
a. The lift station shall be constructed and functioning.
20
EXHIBIT C
ESCROWS, FEES AND CHARGES
*Fees will be updated when estimates are provided by the developer
a) Escrow for City Costs and Fees. Developer shall deposit sufficient
escrow with the City as outlined in Section A. 1. The required beginning balance in the account is
calculated at $________________. This sum is calculated to be four percent (4%) of the estimate of
the required Improvements to be installed to serve the development, plus $5,000 which is the
minimum balance required in the account.
b) Cash Escrow or Letter of Credit. Developer shall provide a financial
guarantee to the City, in the form of a cash escrow or letter of credit, in the amount equal to one
hundred twenty-five percent (125%) of the estimated amount of the required Improvements. This
amount has been calculated by the City Engineer to be $________________. This amount may be
reduced upon request of the Developer and approved by the City. At no point shall the Letter of
Credit be reduced below ten percent (10%) of the original amount. The City shall have the right to
retain the financial guarantee until the Improvements have been completed to the satisfaction of the
City and the warranty period has expired.
c) Storm Water Trunk Fee. The Developer shall pay the City a Storm
Water Trunk Fee in the amount of $______________. This sum is calculated to be $0.07 per square
foot for the _______________ square feet of net developable area within the Plat. This fee shall be
paid before the Plat is signed by the City.
d) Storm Water Ponding Fee. The storm water ponding requirement has
been met by the Developer through the incorporation of on-site ponding. No storm water ponding
fee will be applied.
e) Snow Plowing. Developer agrees to pay a one-time lump sum cash
escrow to the City to cover the cost of snow plowing the roads within the plat, during the first snow
season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer
shall post a cash escrow with the City in the amount of $______________ ($0.50 x __ = $_______).
f) Street Maintenance. The Developer shall post a one-time lump sum
cash escrow with the City in the amount of $______________ to cover the cost of the first
sealcoating of the streets in the Plat. This sum is calculated to be $4.00 per foot for the
_____________ feet of streets within the Plat.
g) Park Dedication. Park Dedication is to be satisfied with land
dedication of Outlot C and park dedication fee of $2,686 per unit. The plans show construction
of amenities in the park including a shelter, playground, and sidewalk loop in exchange for PUD
21
flexibility. The Parks Commission shall review and approve the improvements/amenities prior to
construction.
h) Cul-de-sac Escrow. N/A
i) Escrow for Street Signage. Developer shall deposit
$______________ into an escrow account with the City. This
amount represents an estimated cost of $500/sign for __________
signs to be installed within the development.
j) WCA Escrow. N/A
k) Sanitary Sewer Trunk Fee. The developer shall pay the City a sanitary
sewer trunk fee in the amount of $_______________. This sum is calculated to be $1,632 per lot for
the 59 residential lots within this phase.
l) Water Trunk Fee. The Developer shall pay the City water trunk fee in the
amount of $____________. This sum is calculated to be $1,960 per lot, with credit provided for the
stormwater reuse/irrigation system based on the anticipated reduction in water demand. The
reduction is calculated at ___________, resulting in a trunk water fee amount of $_______ per lot.
The total is based on the reduced per unit fee applied to the 59 lots in the plat.
22
EXHIBIT D
IRREVOCABLE LETTER OF CREDIT
No._______________
Date: ______________
TO: City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Dear Sir or Madam:
We hereby issue, for the account of __________________________, and in your favor, our
Irrevocable Letter of Credit in the amount of $________________, available to you by your draft
drawn on sight on the undersigned bank.
The draft must:
a) Bear the clause, “Drawn under Letter of Credit No. ____________, dated
________________, 200__, of _________________”;
b) Be signed by the City Administrator; and,
c) Be presented for payment at ____________________________________________
on or before 4:00 p.m. on _______________________, _____.
This Letter of Credit shall automatically renew for successive one (1) year terms unless, at
least forty-five (45) days prior to the next annual renewal date (which shall be _________________
of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the
terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage
prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal
date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo,
Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the
renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be
modified, amended, amplified or limited by reference to any document, instrument or agreement,
whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than
one draw may be made under this Letter of Credit.
23
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs
and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall
be duly honored upon presentation.
By:
Its
24
EXHIBIT E
CERTIFICATE OF INSURANCE
PROJECT:
CERTIFICATE HOLDER: City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
INSURED:
ADDITIONAL INSURED: City of Hugo
AGENT:
WORKERS’ COMPENSATION:
Policy No.
Effective Date: Expiration Date:
Insurance Company:
COVERAGE – Workers’ Compensation, Statutory.
GENERAL LIABILITY:
Policy No.
Effective Date: Expiration Date:
Insurance Company:
( ) Claims Made ( ) Occurrence
LIMITS: [Minimum]
Bodily Injury and Death:
$500,000 for one person $1,000,000 for each occurrence
25
Property Damage:
$200,000 for each occurrence
-OR-
Combination of Single Limit Policy $1,000,000 or more
COVERAGE PROVIDED:
Operations of Contractor: YES
Operations of Sub-Contractor (Contingent): YES
Does Personal Injury Include Claims Related to Employment? YES
Completed Operations/Products: YES
Contractual Liability (Broad Form): YES
Governmental Immunity is Waived: YES
Property Damage Liability Includes:
Damage Due to Blasting YES
Damage Due to Collapse YES
Damage Due to Underground Facilities YES
Broad Form Property Damage YES
AUTOMOBILE LIABILITY:
Policy No.:
Effective Date: Expiration Date:
Insurance Company:
(X) Any Auto
LIMITS: [Minimum]
Bodily Injury:
$500,000 each person $1,000,000 each occurrence
Property Damage:
26
$500,000 each person
-OR-
Combined Single Limit Policy: $1,000,000 each occurrence
ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE
ON ANY OF THE ABOVE COVERAGES:
If so, list: Amount: $
[Not to exceed $1,000.00]
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS
WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED.
Dated at
on
BY:
Authorized Insurance Representative
27
EXHIBIT F
MORTGAGEE CONSENT TO DEVELOPMENT AGREEMENT
Alliance Bank, a Minnesota banking corporation, which holds a mortgage on all or part
of the subject property, the development of which is governed by the foregoing Development
Agreement, affirms and consents to the provisions thereof and agrees that the foregoing
Development Agreement shall remain in full force and effect even if it forecloses its
mortgage(s).
Dated the ____ day of __________, 2018.
ALLIANCE BANK
a Minnesota banking corporation
By
R. Scott Johnson
Its Vice President
STATE OF MINNESOTA )
)SS
COUNTY OF ____________ )
The foregoing instrument was acknowledged and sworn to before me this ____ day of
________________, 2018, by R. Scott Johnson the Vice President of Alliance Bank, a
Minnesota banking corporation, on behalf of the banking corporation.
__________________________________
Notary Public
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
COVER
1
N
DEVELOPMENT PLAN
FOR
OWNER ENGINEER
ANDERSON ENGINEERING OF MN, LLC
13605 1ST AVENUE NORTH, SUITE 100
PLYMOUTH, MN 55441
SOUTHWIND HOLDINGS, LLC
5615 15TH STREET N, #192
HUGO, MN 55038
SHEET INDEX
ONEKA PRAIRIE
HUGO, MN
*
SCALE:1 SITE LOCATION MAP
N.T.S.SCALE:2 VICINITY MAP
N.T.S.
N
CONTRACTOR
CONSTRUCTION
AREA
SITE LOCATION
SHEET NUMBER SHEET TITLE
1 COVER
2 NOTES, LEGEND, & TABLES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 SITE PLAN
5 GRADING PLAN
6 EROSION CONTROL PLAN
7 SWPPP - PG 1
8 SWPPP - PG 2
STREET AND STORM PLANS
9 STREET & STORM SEWER - ONEKA PARKWAY - STA 0+00 TO 5+50
10 STREET & STORM SEWER - ONEKA PARKWAY - STA 5+50 TO 10+00
11 STREET & STORM SEWER - STREET A - STA 0+00 TO 4+50
12 STREET & STORM SEWER - STREET A - STA 4+50 TO 9+00
13 STREET & STORM SEWER - STREET A - STA 9+00 TO 12+50
14 STREET & STORM SEWER - STREET A - STA 12+50 TO 16+00
15 STREET & STORM SEWER - STREET B - STA 0+00 TO 4+50
16 STREET & STORM SEWER - STREET B - STA 4+50 TO 7+79
17 STREET & STORM SEWER - FAIROAKS AVENUE - STA 0+00 TO 5+00
18 STREET & STORM SEWER - FAIROAKS AVENUE - STA 5+00 TO 10+00
19 STREET & STORM SEWER - STREET C - STA 0 TO 3+00
STORM PLANS
20 STORM PLAN
21 STORM PROFILES
22 STORM PROFILES
WATERMAIN & SANITARY PLANS
23 WATERMAIN & SANITARY SEWER - ONEKA PARKWAY - STA 0+00 TO 5+00
24 WATERMAIN & SANITARY SEWER - ONEKA PARKWAY - STA 5+00 TO 9+00
25 WATERMAIN & SANITARY SEWER - STREET A - STA 0+00 TO 5+00
26 WATERMAIN & SANITARY SEWER - STREET A - STA 5+00 TO 10+00
27 WATERMAIN & SANITARY SEWER - STREET A - STA 10+00 TO 15+00
28 WATERMAIN & SANITARY SEWER - STREET A - STA 15+00 17+00
29 WATERMAIN & SANITARY SEWER - STREET B - STA 0+00 TO 5+00
30 WATERMAIN & SANITARY SEWER - STREET B - STA 5+00 TO 7+79
31 WATERMAIN & SANITARY SEWER - FAIROAKS AVENUE - STA 0 TO 5+00
32 WATERMAIN & SANITARY SEWER - FAIROAKS AVENUE - STA 5+00 TO 10
33 WATERMAIN & SANITARY SEWER - STREET C - STA 0 TO 3+00
34 GRADING DETAILS
35 TYPICAL PAVEMENT SECTIONS
36 DETAILS
37 DETAILS
38 DETAILS
39 DETAILS
40 DETAILS
41 LANDSCAPE PLAN
42 LANDSCAPE ENLARGEMENTS
43 LANDSCAPE DETAILS
44 LANDSCAPE NOTES & PLANT SCHEDULE
45 ONEKA PARKWAY - CROSS SECTIONS
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
2
TYPICAL
INTERIOR
LOT
TYPICAL
CORNER
LOT
50'50'7.5'30'30'20'
15'
REAR LOT LINE
ROW LINESIDE LOT LINEROW LINETYPICAL LOT DETAILS
NOTES, LEGEND,
& TABLES
STORM STRUCTURE SCHEDULE
NAME SIZE CASTING RIM INV. IN INV. OUT
CB-101 2'x3'R-3067V 918.30 915.25
CBMH-102 48"R-3067V 918.30 915.14 915.00
CBMH-103 48"R-3067V 918.41 914.10 914.10
CBMH-104 48"R-3067V 917.35 913.79 913.53
CBMH-105 60"R-3067V 917.35 913.43 912.93
CBMH-106 60"R-3067V 917.42 912.30
912.60 912.14
CBMH-107 72"R-3067V 916.55 911.76 911.76
CBMH-108 48"R-3067V 916.78 911.70 911.70
CB-111 2'x3'R-3067V 917.09 914.20
CBMH-112 48"R-3067V 917.09 914.06 913.90
CBMH-113 48"R-3067V 918.21 913.01 913.00
CBMH-114 48"R-3067V 917.41 912.80 912.80
CB-201 2'x3'R-3067V 922.87 919.47
CBMH-202 48"R-3067V 922.87 919.33 919.33
CBMH-203 48"R-3067V 923.15 918.40 918.40
CBMH-204 48"R-3067V 922.07 917.50 917.15
CBMH-205 48"R-3067V 922.07 917.08 917.08
CB-301 2'x3'R-3067V 921.74 918.40
CBMH-302 48"R-3067V 920.56 917.65 917.40
CBMH-303 48"R-3067V 920.58 917.20 917.20
CBMH-304 48"R-3067V 920.67 916.85
916.85 916.85
CBMH-306 48"R-3067V 920.63 917.30
CBMH-307 60"R-3067V 920.26 916.42
914.97 914.00
STMH-308 48"R-4342 915.04 912.00 912.00
CB-310 48"R-3067V 919.14 916.00
CBMH-311 48"R-3067V 919.14 915.86 915.86
CBMH-312 48"R-3067V 919.82 915.38 915.38
CB-401 30"R-4342 923.00 919.50
CBMH-402 48"R-3067V 924.45 918.90 918.60
CBMH-403 60"R-3067V 924.43 918.35 918.35
CBMH-404 48"R-3067V 925.05 917.90 917.90
CBMH-405 48"R-3067V 924.64 917.62 917.62
CBMH-406 60"R-3067V 923.63 917.30 917.29
CBMH-407 48"R-3067V 923.72 917.18 917.18
CB-502 30"R-4342 921.77 918.00
CBMH-503 48"R-3067V 920.82 917.50 917.36
CBMH-504 48"R-3067V 920.82 917.22 917.22
STMH-608 48"R-4342 920.00 915.00 917.00
STMH-609 48"R-4342 917.03 914.48 914.48
LOT TABULATION
LOT BLOCK HOUSE TYPE
GUTTER
ELEV
SIDEWALK/TRAI
L
DRIVEWAY
SLOPE GFE LFE LOE 100 YR HWL EOF
1 1 WO++919.4 Y 8.3%922.9 916.6 916.6 914.58 914.7
2 1 WO++921.1 Y 4.7%923.5 917.2 917.2 914.58 914.7
3 1 WO++920.6 Y 4.3%922.9 916.6 916.6 914.58 914.7
4 1 SWO 918.5 Y 5.0%921.0 918.7 918.7 914.58 914.7
1 2 WO++920.6 Y 7.3%923.8 917.5 917.5 914.58 914.7
2 2 LO 922.0 Y 6.0%924.8 917.1 920.1 914.4 914.7
3 2 LO+922.3 Y 7.3%925.5 918.5 921.5 914.4 914.7
4 2 LO++919.9 Y 6.0%922.7 916.4 919.4 914.4 914.7
5 2 LO++919.6 Y 7.0%922.7 916.4 919.4 914.4 914.7
6 2 SWO 919.2 Y 2.3%920.9 918.6 918.6 914.4 914.7
1 3 WO 923.7 N 5.8%926.2 918.5 918.5 915.31 915.5
2 3 WO 924.6 N 4.4%926.5 918.8 918.8 915.31 915.5
3 3 WO 923.3 N 6.7%926.2 918.5 918.5 915.31 915.5
4 3 WO 923.0 N 7.4%926.2 918.5 918.5 915.31 915.5
5 3 WO 923.0 N 7.4%926.2 918.5 918.5 915.31 915.5
6 3 WO 923.7 N 5.8%926.2 918.5 918.5 915.31 915.5
7 3 WO 924.0 N 5.1%926.2 918.5 918.5 915.31 915.5
8 3 WO 924.1 N 4.9%926.2 918.5 918.5 916.06 915.5
9 3 WO 924.0 N 5.1%926.2 918.5 918.5 916.06 915.5
10 3 WO 923.7 N 5.8%926.2 918.5 918.5 916.06 915.5
11 3 SWO 923.5 N 4.2%925.3 923.0 923.0 916.06 915.5
12 3 SWO 923.3 N 6.3%926.0 923.7 923.7 916.06 915.5
13 3 SWO 923.0 N 8.1%926.5 924.2 924.2 NA
14 3 FB 923.0 N 7.4%926.2 918.5 926.2 NA
15 3 SWO 923.5 N 7.9%927.3 925.0 925.0 NA
16 3 SWO 923.0 N 7.9%926.4 924.1 924.1 NA
1 4 WO+926.8 N 7.0%929.8 922.8 922.8 919.91 920.5
2 4 WO 928.3 N 6.3%931.0 923.3 923.3 919.91 920.5
1 5 SWO 922.0 N 7.0%925.0 922.7 922.7 917.63 918.8
2 5 SWO 925.3 N 5.1%927.5 925.2 925.2 917.63 918.8
3 5 SWO 926.3 N 5.8%928.8 926.5 926.5 917.63 918.8
4 5 SWO 925.8 N 7.9%929.2 926.9 926.9 917.63 925.7
5 5 FB 925.2 N 7.9%928.6 920.9 928.6 NA 925.7
6 5 FB 924.6 N 7.9%928.0 920.3 928.0 NA 925.7
7 5 FB 924.5 N 7.9%927.9 920.2 927.9 NA 925.7
8 5 FB 924.8 N 7.4%928.0 928 928 NA 925.7
1 6 SWO 921.3 N 5.3%923.6 921.3 921.3 917.63 918.8
2 6 SWO 921.9 N 4.0%923.6 921.3 921.3 917.63 918.8
1 7 SWO 919.7 N 6.3%922.4 920.1 920.1 914.76 917.7
2 7 SWO 921.1 N 4.2%922.9 920.6 920.6 914.76 917.7
3 7 SWO 920.3 N 5.6%922.7 920.4 920.4 914.76 917.7
4 7 SWO 920.2 Y 4.3%922.5 920.2 920.2 914.76 917.7
5 7 SWO 922.0 Y 4.0%924.2 921.9 921.9 914.76 917.7
6 7 SWO 921.0 Y 4.0%923.2 920.9 920.9 914.76 917.7
1 8 SWO 919.4 N 6.0%922.0 919.7 919.7 914.76 917.7
2 8 SWO 920.8 N 5.1%923.0 920.7 920.7 914.76 917.7
3 8 SWO 922.0 N 4.9%924.1 921.8 921.8 914.76 917.7
4 8 SWO 922.4 N 4.2%924.2 921.9 921.9 914.76 917.7
5 8 SWO 921.7 N 5.8%924.2 921.9 921.9 914.76 917.7
6 8 SWO 923.3 Y 5.3%925.9 923.6 923.6 914.76 917.7
7 8 SWO 924.3 Y 4.0%926.5 924.2 924.2 914.76 917.7
8 8 SWO 924.7 Y 5.3%927.3 925 925 914.76 917.7
9 8 SWO 924.5 Y 4.0%926.7 924.4 924.4 914.76 917.7
10 8 SWO 924.5 Y 4.0%926.7 924.4 924.4 914.76 917.7
11 8 WO++925.1 Y 8.0%928.5 922.2 922.2 914.76 917.7
12 8 WO 925.7 Y 6.0%928.5 920.8 920.8 914.76 917.7
13 8 WO 926.3 Y 4.0%928.5 920.8 920.8 914.76 917.7
14 8 WO 925.7 Y 5.3%928.3 920.6 920.6 914.76 917.7
15 8 WO+922.6 Y 7.7%925.9 918.9 918.9 914.76 917.7
SWO = SPLIT ENTRY WALKOUT BASEMENT
WO = WALKOUT BASEMENT
LO = LOOKOUT BASEMENT
FB = FULL BASEMENT
GFE = GARAGE FLOOR ELEVATION
LFE = LOW FLOOR ELEVATION
LOE = LOW OPENING ELEVATION
EOF = EMERGENCY OVERFLOW ELEVATION
+ DENOTES DROPPING GARAGE 1 COURSE
++ DENOTES DROPPING GARAGE 2 COURSES
915.6
||WELL/CISTERN?
918.9
MAP8
919.4
ASH7919.2
ASH7919.1
ASH14
9
2
0
.
2
B
O
X
1
1
-
6
922.6
BOX7
924.0
BOX10 929.0BOX6930.2
BOX6
930.
1
BOX
6
931.2
BOX10
930.2
BOX10-2930.3ASH10930.5ASH12930.4
ASH10-2
928.8
BOX7 928.4
CHE10 927.9BOX10928.6BOX8928.1BOX8928.2
ELM12
930.4
BOX14930.6
OAK15
931.1
BOX6-5930.7BOX6-2930.6BOX6-2930.8BOX6931.3
BOX8
930.7
BOX6
926.4
BOX6-2
926.2
BOX7
926.4
CHE6
926.0
BOX8
926.0
BOX18
926.4
BOX7
926.8
BOX10
927.1
BOX10
927.2
BOX10
926.6
BOX6
927.4
BOX7-2
927.1
BOX8-2
925.4
COT7
925.6
BOX15-2
926.2
BOX15
925.9
BOX9
925.7
BOX9
925.3
BOX9
924.5
BASS7-3
924.1
BOX14923.7
BOX14924.3
BOX15924.0
BOX6
923.9
NUT14
924.8
BOX14
923.2
BOX6
924.2
BOX10925.1
BOX11
925.5
BOX9924.4
BOX9
924.2
BOX7
923.0
BOX10
922.9
ELM7
923.1
BOX10
921.6
COT33
921.6
COT16
922.3
BOX7
923.0
BOX7
922.6
BOX13
923.7
BOX7
923.8
BOX9923.8BOX10923.9
BOX14
922.9
BOX17
922.7
BOX13923.4
ASH9
927.5
BOX18
921.9
BOX8922.8
BOX13
922.0
BOX6
920.9
BOX6
921.0
BASS7921.8
ELM18-2922.3
BOX18
922.1ELM7921.4
BASS7-2
921.2
BOX10
919.8
ELM7
919.8
ASH14
920.2
BOX9921.2BOX6920.6
BOX14
918.6
BOX14918.3
BOX20
918.9
BOX8919.5
BOX15
915.2
BOX9-2
913.0
BOX11
912.9
BOX7
912.6
BOX8
911.9
WIL8
912.9
BOX6
913.2
BOX8
913.3
BOX8
913.8
BOX7
915.1
BOX7
917.1
ELM6915.2
ELM8
913.4
ELM7
913.5
ELM8
918.9
ASH6-4
918.9
ELM8
920.0
BOX7
918.9
BOX6
920.3
COT12
919.5
BOX6918.4BOX9918.6
BOX6919.1
BOX7
918.6
BOX6
919.8
COT14
920.8
BOX6
920.2
BOX8
920.5
BOX12
920.6
BOX9
919.4
BOX7-3921.3
ASH7
920.8
BOX6
919.3
BOX7
918.7
BOX9-2
918.3
BOX9
918.0
BOX7918.4
BOX8
9
1
9
.
5
BO
X
7
919.0
BOX6
920.7
BOX7
920.8
BOX7
919.3
BOX9
918.1
BOX7
919.4
BOX8
919.1
BOX6
918.9
BOX7920.5BOX9-2918.6
BOX7
917.6
BOX6-3917.2BOX7917.4
BOX7
917.6
BOX7
917.4
BOX11
917.2
BOX7-3
917.5
BOX6918.3BOX8918.7
BOX8
918.7BOX7-2918.0BOX8 917.0COT11-2917.4
BOX7917.0COT11918.1
BOX9
916.7
BOX7
917.6
BOX6-2
915.1
BOX9-2
915.1
BOX9
916.6
MAP9
917.2
SPR9
917.6
SPR9
918.1
SPR10
918.2
SPR9
918.0
SPR10
917.8
SPR7
919.6
WAL22
921.2MAP8917.5
APP10
915.8
ASH18
915.2
MAP8-5 913.9
APP10914.5
COT20
915.4
SPR12
915.0
PIN12
913.6
APP8
913.7
ASH19
914.4
APP8
913.8
ASH13
913.5
ASH14
915.0
ASH12
919.0
BIR10-3
919.6
SPR7
918.8
BOX9
919.2
SPR10
920.8
SPR10
918.7
SPR10918.6
SPR15
921.0
APP14
916.4
SPR10
916.6
SPR8
916.1
SPR7
915.6
SPR9
915.8
SPR9914.3BOX6914.2BOX11-2909.2
BOX7-3914.9COT7913.4
COT6
913.4
POP11
913.5
POP9
913.4
POP8
913.7
POP7
916.0
BOX10
916.0
ASH7
916.4
ASH14
916.5
BUCK6
916.2
ASH9-3
916.9
ELM7
917.1
ASH8-3
917.2
ASH8-3
917.6
ASH6917.9
ASH6-3
918.7
ASH7
918.4
ASH7
918.2
ELM6
918.3
ASH14918.4
ASH10-2
9
1
8
.
5
A
S
H
1
1
-
2
918.3
ASH8
917.9
ELM7
918.5
MAP7
918.2
ASH15
91
4
916
914
916918922
922
924 926
928
930
932
930 930930 928926924922920916928926924
922
920
918
912
914916918
920922924
922
924
926
924
922
920
918
916
914916916914912914916918920914916918
916918920922924926928
930
932922920918 915915
918
9
1
9
920
9219
1
5
925
921923925918915913911911913915917917915PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
3
N
0 50'100'
LEGENDLEGEND
PROPERTY LIMITS
DELINEATED WETLAND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING FENCE
EXISTING HYDRANT AND GV
EXISTING SANITARY MANHOLE
REMOVE EXISTING BUILDING
STRUCTURE
REMOVE EXISTING GRAVEL
REMOVE EXISTING CONCRETE
REMOVE TREE
966
965
EXISTING CONDITIONS
& DEMOLITION PLAN
ABANDON EXISTING WELL(S)
PER STATE REGULATIONS
PROTECT EXISTING
TREES TO REMAIN
PROTECT EXISTING
TREES TO REMAIN
REMOVE STORAGE BUILDING
& ALL APPURTENANCES
REMOVE EXISTING HOUSE
& ALL APPURTENANCES
INCLUDING SEPTIC SYSTEM
REMOVE
GRAVEL
SURFACING
THROUGHOUT
GRADING
AREA
NOTE: EXISTING SURVEY DATA PROVIDED BY E.G. RUD
ABANDON EXISTING WELL
PER STATE REGULATIONS
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE TREE (TYP)
REMOVE RETAINING WALL
REMOVE 12" CMP CULVERT
||||LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
SITE PLAN
4
N
0 50'100'
LEGENDLEGEND
PROPERTY LIMITS
DELINEATED WETLAND
EXISTING FENCE
PROPOSED EASEMENTS
PROPOSED CONCRETE C&G
MODULAR BLOCK RETAINING WALL
LIGHT POST (LP)
STORMWATER POND 1
STORMWATER
POND 2
FILTRATI
O
N
B
A
S
I
N
3
ONEKA PARKWAY45'R20'STREET "A"F
A
I
R
O
A
K
S
A
V
E
N
U
E
STREET "C"
R
2
0
'
R20'
R
2
0
'
R20'
STREET "A"
STREET "B"
8' BITUMINOUS TRAIL
MATCH STREET SECTION
TO EXISTING STREETCONNECT TO EXISTING BITUMINOUS TRAIL
8' BITUMINOUS TRAIL
10' BITUMINOUS TRAIL
10' BITUMINOUS TRAIL
10' BITUMINOUS TRAIL
5' CONCRETE WALK
5' CONCRETE WALK
8' BITUMINOUS TRAIL
8' BITUMINOUS TRAIL54'ROW54'ROW54'
ROW
54'
ROW
54'ROWR20'R20'R20'R20'R20'R20'TERMINATE STREET AND TRAIL
END CURB WITH BEAVERTAIL
INSTALL BARRICADE AND "FUTURE
THRU STREET" SIGNAGE
PROPOSED LIFT STATION
PLAN BY OTHERS
TERMINATE STREET AND TRAIL
INSTALL BARRICADE AND "FUTURE
THRU STREET" SIGNAGE
END CURB WITH BEAVERTAIL TRANSITION
MATCH STREET SECTION
TO EXISTING STREET
CONNECT TO EXISTING BITUMINOUS TRAIL
BARRICADE "NO CONSTRUCTION ACCESS"
TEMPORARY CUL-DE-SAC
5' CONCRETE WALK
DRIVEWAY TO BE BUILT TO MATCH
FUTURE BITUMINOUS TRAIL AND CURB
PER FAIROAKS TYPICAL SECTION
END CURB WITH BEAVERTAIL TRANSITION
||927.9BOX10928.6BOX8928.1BOX8930.4
BOX14930.6
OAK15
931.1
BOX6-5930.7BOX6-2930.6BOX6-2930.8BOX6923.8
BOX9923.8BOX10923.9
BOX14
913.0
BOX11
912.9
BOX7
912.6
BOX8
911.9
WIL8
912.9
BOX6
913.2
BOX8
913.3
BOX8
913.8
BOX7
915.1
BOX7
914.2BOX11-291
4
916
914
916918922
922
924 926
928
930
932
930 930930 928926924922920916928926924
922
920
918
912
914916918
920922924
922
924
926
924922920
918
916
914916916914912914916918920914916918
916918920922924926928
930
932922920918 915915
918
9
1
9
920
9219
1
5
925
921923925918915913911911913915917917915||927.9BOX10928.6BOX8928.1BOX8930.4
BOX14930.6
OAK15
931.1
BOX6-5930.7BOX6-2930.6BOX6-2930.8BOX6923.8
BOX9923.8BOX10923.9
BOX14
913.0
BOX11
912.9
BOX7
912.6
BOX8
911.9
WIL8
912.9
BOX6
913.2
BOX8
913.3
BOX8
913.8
BOX7
915.1
BOX7
914.2BOX11-291
4
916
914
916918922
922
924 926
928
930
932
930 930930 928926924922920916928926924
922
920
918
912
914916918
920922924
922
924
926
924922920
918
916
914916916914912914916918920914916918
916918920922924926928
930
932922920918 915915
918
9
1
9
920
9219
1
5
925
9219239259189159139119119139159179179150+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00 7+940
+
0
0
1+00 2+00 2+17
92
5
9249
2
3
9
2
4
9
2
5
928922
921
920
91
9
91
8923924925926927927
1+002+003+004+005+006+007+008+009+00PC: 0+65.65
Mid: 0+81.73
PT: 0+97.81
PC: 1+60.75
Mid: 1+76.58
PT: 1+92.42
915
920
925 930
916
917
918
919
921 922 923 924 926927928
929
931932
1+002+003+004+005+006
+
0
0
7
+
0
08+009+0010+00PC: 3+68.55PT: 6+47.36PC: 6+64.30PT: 9+50.32
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+00
9+00 10+00
11+0
0 12+0013+0014+0015+001
6
+
0
0
1
6
+
1
0
BP: 0+00.00PC: 6+96.31PRC: 7+65.36PRC: 9+31.98PT: 13+67.31
PC: 14+62.12PT: 15+49.76EP: 16+09.80 HP 918.4
HP 922.7
HP 926.1 HP 923.8 HP
924
.1
HP 926.7
HP 922.3
LP 91
7
.
4
LP 922.3
LP 924.7
LP 918.6 LP 923.1 LP 917.7925.77
HP 925.0
R 923.00920.50 HP 927.5
HP
9
2
6
.
4
EO
F
9
2
5
.
7917.36913.23913.24913.25910.53
918.54921.05921.90920.26917.69919.58915.58
915.96918.41920.54923.25922.15920.18
920.69
915.72
921.1
8
921.44
922.
1
3
922.95923.11922.11920.8591
5
.
7
0
913.06
914.49915.32915.79917.09917.90918.39919.20919.69923.28925.95
9
2
5
.
9
1
925.48924.59925.55926.23926.77927.05924.67919.45918.78921.37922.41918.74 HP 919.2917.91917.88916.59916.55921.15921.93918.78919.15
912.15 910.00
9
18
.9
0
918.59 922.76917.83 919.81 924.05 926.97
926.87926.26925.64924.93
925.48925.96
930.75
932.00931.83926.32
928.17
925.92
923.51
917.72
925.6
2
925.82
923.71
909.14
909.39
909.46
910.01
914.1091
6
.
4
7
923.1
0
923.98
923.68
924.07
924.90 HP 9
2
4.
7
92
5
.
0
3 924.91924.4
9
924.58
923.98
923.70
924.14
924.16
922.89
921.909
2
5
.
0
0
9
2
6
.
1
0
9
2
6
.
5
0926.60
9
2
6
.
7
5926.30926.50
915.00
915.00915.00
913.96
912.61
911.94
909.93
909.91
927.43929.53929.91928.23928.89921.
4
5
920.31
920.12
910.67
910.72
910.99
911.15
911.41 917.37922.49
924.56
924.81
925.00
EOF
9
1
8.
6
4 EOF 917.50921.00921.53 916.60916.90
916.90
915.00
915.00
915.00
920.50
920.50
917.
5
0
920.53
EOF92
3
.
5
8
922.11EOF
9
2
5.
6
8
926.11
921.54
9209209209
2
0 9169189189189229
2
2
922
92
4
9269269
2
6
9
2
8
9209169189189
1
8
900 900910 910902 902904 904906 906908 908912912 912914914 914916
920920920922922922924924924926926 910
920
912
9
1
4
916918922
924
926910
920930930 904906
908
912
914
916
918
92
2
924
926928928924
928
928
930
920
918918920922916
918
918912
914
916920
910
910
912
914
916918926922
914 912912916910908918
914
916
916
926922 926 926928
926926
916
922
918
916 910
918
916922 9229229
1
8
9
1
8
91
6 920926916
916920
922
9249
18
.5
0
HP 923.
0
R 921.77
R 920.82
R 920.82
R 923.15
R 922.07
R 922.07
R 923.63
R 923.72
R 924.64R 925.05
R 924.45
R 924.43
R 918.30
R 918.30
R 918.41
R 917.35R 917.35
R 917.09
R 917.09
R 918.21
R 917.41
R 917.42
R 922.87R 922.87
R 921.74
R 920.56
R 920.58
R 920.67
R 920.63
R 920.26
R 919.82
R 919.14
R 919.14
R 916.55
R 916.78
FES-701
INV 915.50
FES-703
INV 912.50
EOF HP 92
9
.
8
HP 926.2
HP 926.3
HP 926.5
R 917.03
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
0 50'100'
GRADING PLAN
5
WO++ 916.6
L1-B1
922.9
WO++ 917.2
L2-B1
923.5
WO++ 916.6
L3-B1
922.9
SWO 917.3
L4-B1
921.0
WO++917.5
L1-B2
923.8 LO++ 919.4LF 916.4L-4-B2922.7LO++ 919.4LF 916.4L5-B2922.7WO 916.9SEWOL6-B2920.9922.4
L1-B7
SWO 920.1
922.9
L2-B7
SWO 920.6
922.7
L3-B7
SWO 920.4
922.0
L1-B8
SWO 919.7
923.0
L2-B8
SWO 920.7
924.1
L3-B8
SWO 921.8
924.2
L4-B8
SWO 921.9
924.2
L5-B8
SWO 921.9
SWO 920.9
L6-B7
923.2
SWO 921.9
L5-B7
924.2
SWO 920.2
L4-B7
922.5
WO 920.6
L14-B8
928.3
WO 920.8
L13-B8
928.5
WO 920.8
L12-B8
928.5
WO++922.0
L11-B8
928.3
SWO 924.4
L10-B8
926.7
923.6
L1-B6
SWO 921.3
923.6
L2-B6
SWO 921.3
925.0
L1-B5
SWO 922.7
927.5
L2-B5
SWO 925.2
928.8
L3-B5
SWO 926.5
929.2
L4-B5
SWO 926.9
928.6
L5-B5
LF 920.9
FB
927.9
L7-B5
LF 920.2
FB
928.0
L8-B5
LF 920.3
FB WO 918
.5L1-B3926.2WO 918
.8L2-B3926.5
SWO 924.4
L9-B8
926.7
SWO 925.0
L8-B8
927.3926.5L7-B8SWO 924.2925.9L6-B8SWO 923.6WO+ 922.8L1-B4929.8WO 923.3L2-B4931.0WO 918.5L3-B3926.2WO 918.5L4-B3926.2WO 918.5L5-B3926.2WO 918.5L6-B3926.2WO 918.5L7-B3926.2WO 918.5L8-B3926.2WO
9
1
8
.
5
L9-
B
3
926
.
2
W
O
9
1
8
.
5
L
1
0
-
B
3
9
2
6
.
2
SWO 923.0L11-B3925.3SWO 923.7L12-B3926.0SWO 924.2L13-B3926.5SWO 924.1L16-B3926.4POND 1
NWL 911.50
HWL 914.56
BOT 898.50
IRR 906.55
LEGEND
PROPERTY LIMITS
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
DRAINAGE ARROW
MAINTENANCE ACCESS PATH
FLOODPLAIN FILL
966
966
WO+ 918.9
L15-B8
925.9
928.0
L6-B5
LF 920.3
FB
HWL 917.58
HWL 914.57
HWL 914.4
PER RCWD
FLOODPLAIN
LO 920.1
LF 917.1
L2-B2
924.8
LO+ 921.5
LF 918.5
L3-B2
925.5
GENERAL GRADING NOTES:
1.PROPOSED SPOT ELEVATIONS ARE TO TOP OF FINISHED SURFACE UNLESS OTHERWISE NOTED IN LEGEND.
2.TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. LOCATIONS OF UTILITIES SHOWN BASED ON SURVEY AND
AS-BUILT INFORMATION AND MAY NOT REPRESENT ACTUAL CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR UTILIZING UTILITY
LOCATES PRIOR TO STARTING ANY WORK.
3.NOTIFY CITY OF HUGO AT LEAST 24 HOURS BEFORE CONSTRUCTION OF STORMWATER BMP'S.
4.STORMWATER BASINS SHALL BE PROTECTED FROM ALL EXPOSED SOIL DURING CONSTRUCTION ACTIVITIES.
5.ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL EXPLORATION REPORT PREPARED BY HAUGO
GEOTECHNICAL SERVICES AND DATED JUNE 6, 2022.
6.EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES, INCLUDING
DEMOLITION AND TREE CLEARING.
CALL 48 HOURS BEFORE DIGGING:
TWIN CITY AREA (651)454-0002
MINNESOTA TOLL FREE 1-800-252-1166
GOPHER STATE ONE CALL
MAINTENANCE
ACCESS
MAINTENANCE
ACCESS
MAINTENANCE
ACCESS
FILTRATION BASIN 3
NWL 916.30
HWL 916.39
BOT 915.00
800.1
HWL 914.4
PER RCWD
COMPENSATORY STORAGE
VOLUME = 2,800 CY
*FLOODPLAIN FILL = 2,800 CUBIC YARDS
COMPENSATORY STORAGE PROVIDED = 2,800 CUBIC YARDS
SEE EXCAVATED AREA WITHIN OUTLOT D (WETLAND C) FOR COMPENSATORY STORAGE AREA
EOF 920.2
EOF 914.9
EOF 916.5
POND 2
NWL 917.00
HWL 919.81
BOT 903.00
IRR 910.00FBLF 918.5L14-B3926.2SWO 925.0L15-B3927.3IRRIGATION PUMP PAD
INTAKE ELEV. 906.55
IRRIGATION PUMP PAD
INTAKE ELEV. 910.00
FLOODPLAIN FILL* (TYP)
FLOODPLAIN FILL* (TYP)
WETLAND
100YR HWL 917.6
WETLAND PROVIDES ADDITIONAL STORMWATER STORAGE FOR POND 1
DURING LARGER RUNOFF EVENTS. 100YR HWL = 914.56
TW 916
BW 914
TW 918
BW 916
RETAINING WALL OUTSIDE D&U EASEMENT
REQUIRED AT TIME OF HOME CONSTRUCTION
EOF 919.2
SOUTHEAST SIDE OF LOT 2 WILL REQUIRE LOOKOUT
||911.9
WIL8
||911.9
WIL8
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00 7+940
+
0
0
1+00 2+00 2+17
1+002+003+004+005+006+007+008+009+00PC: 0+65.65
Mid: 0+81.73
PT: 0+97.81
PC: 1+60.75
Mid: 1+76.58
PT: 1+92.42
1+002+003+004+005+006
+
0
0
7
+
0
08+009+0010+0010+83PC: 3+68.55PT: 6+47.36PC: 6+64.30PT: 9+50.32
EP: 10+82.69
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+00
9+00 10+00
11+0
0 12+0013+0014+0015+001
6
+
0
0
1
6
+
1
0
BP: 0+00.00PC: 6+96.31PRC: 7+65.36PRC: 9+31.98PT: 13+67.31
PC: 14+62.12PT: 15+49.76EP: 16+09.80915.00
915.00
915.00
920.50
920.50EOFDUAL LAYER
SILT FENCEDUAL LAYER
SILT FENCE
DUAL LAYER
SILT FENCE
DUAL
LAYER
SILT
FENCE
DUAL LAYER
SILT FENCE
DUAL LAYER
SILT FENCE
INSTALL & MAINTAIN SILT FENCE
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
0 50'100'
6
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
INLET PROTECTION
DRAINAGE ARROW
SILT FENCE
966
965
966
965
x LP
ROCK CONSTRUCTION ENTRANCE
RIPRAP
ROCK CONSTRUCTION ENTRANCE
EROSION CONTROL NOTES:
1.THE TOTAL DISTURBED AREA IS EQUAL TO 21 ACRES. AN NPDES CONSTRUCTION PERMIT IS REQUIRED.
2.EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES, INCLUDING
DEMOLITION AND TREE CLEARING.
3.DISTURBED AREAS SHALL BE TEMPORARY SEEDED WITH MNDOT SEED MIX 22-112, EXCEPT FOR STORMWATER TREATMENT BASINS
WHICH SHALL BE FINAL SEEDED WITH MNDOT SEED MIX 33-261.
4.DUAL-LAYER SILT FENCE SHALL BE INSTALLED IN ALL AREAS WHERE GRADING OCCURS WITHIN 50FT OF DELINEATED WETLANDS.
DUAL LAYER
SILT FENCE
EROSION CONTROL
PLAN
IF CONSTRUCTION ACCESS IS ALLOWED ON FAIROAKS,
CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE
STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2
ACREAGE SUMMARY
AREA ACRES
PROPERTY 24.8
DISTURBED 21.3
IMP. PRE-CONSTRUCTION 1.07
IMP. POST-CONSTRUCTION 9.48
NEW IMP.8.41
PERVIOUS AT COMPLETION 15.32
PROJECT DESCRIPTION/LOCATION
ONEKA PRAIRIE IS LOCATED IN THE CITY OF HUGO IN WASHINGTON COUNTY, BOUNDED BY EMPRESS AVE
N, EVERTON AVE N AND 165TH ST N. THE PROPERTY IS LOCATED IN RICE CREEK WATERSHED, AND
ENCOMPASSES 24.8 ACRES.
THE PLANNED SCOPE OF THE PROJECT INCLUDES:
·THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF
THE SITE FOR THE CONSTRUCTION OF NEW ROADS, AND HOUSES.
·GRADING AS REQUIRED FOR THE INSTALLATION OF THE NEW HOUSES, SIDEWALKS, ROADS, AND
STORMWATER PONDS.
·THE CONSTRUCTION OF 4 STORMWATER PONDS.
·INSTALLATION OF SANITARY SEWER, WATERMAIN, AND STORM SEWER.
·PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS
THROUGHOUT THE SITE.
·CONSTRUCTION OF NEW ROADS.
RECEIVING WATERS
THESE WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE
RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS, THE BMPS
DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL AREAS OF THE SITE.
HARDWOOD CREEK HAS AN APPROVED TMDL FOR DISSOLVED OXYGEN AND FISHES BIO, NOT FOR
CONSTRUCTION RELATED ACTIVITIES
SOIL TYPES
SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE SANDY LEAN CLAY AND CLAYEY LEAN SAND
(GENERALLY TYPE B SOILS), WITH LESSER AMOUNTS OF POORLY GRADED SAND WITH SILT AND SILTY
SAND (GENERALLY TYPE C SOILS), PER GEOTECHNICAL REPORT DATED 06/06/2022 GEOTECHNICAL
REPORT IS TO BE KEPT ON SITE AS PART OF THE SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST.
LONG TERM MAINTENANCE AND OPERATION
SOUTHWIND HOLDINGS HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF HUGO THAT
IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE, AND HOW RESPONSIBILITY
WILL BE TRANSFERRED TO OTHER AGENTS, OR PRIVATELY MAINTAINED.
PROJECT PERSONNEL AND TRAINING
THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION
SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.
PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE
AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST
MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT
ENGINEER / SWPPP DESIGNER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE
INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL
BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN
FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK
WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE
PROJECT ENGINEER.
PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT
INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIED INSTALLERS. PROVIDE
PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO
COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.
CHAIN OF RESPONSIBILITY
THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY
WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF
TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THE CONTRACTOR WILL DEVELOP A CHAIN OF
COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND
STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE
FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
PROJECT CONTACTS
THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION,
INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE,
DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED.
*CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES 5/31/23
MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:
651-649-5451 OR 800-422-0798
SITE INSPECTION AND MAINTENANCE
CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE PERSON
RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.
INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE
CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES WITHIN A 24
HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION
PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND
THE N.O.T. HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS
OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR
EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE
OF OFF SITE SEDIMENT ACCUMULATION.
RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT
INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER.
FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE INSPECTIONS AT A
MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS).
INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:
A.DATE AND TIME OF INSPECTIONS
B.NAME OF PERSONS CONDUCTING INSPECTIONS
C.FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS
D.CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE
ACTIVITIES
E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS
F.DOCUMENTS AND CHANGES MADE TO THE SWPPP
REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED BELOW:
A.REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES
NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY
B.THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.
C.REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR
SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE REPAIRS BY THE
END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER.
D.DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE
SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF
DISCOVERY.
E.REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS,
CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY AREAS THAT ARE DISTURBED
BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE
COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN
FOR WORKING IN SURFACE WATERS.
F.REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS
OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE
IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING
G.MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL
STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
AREA SUMMARY
SPECIAL SITE NOTES
IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY
MODELING DATA IS AVAILABLE UPON REQUEST.
THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON
REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:
·SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS
·IMPLEMENT THE SWPPP.
·OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP.
·IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.
·CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS
PERMIT REQUIRES.
·IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM.
·IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.
·ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.
·FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.
AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR
ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.
PERMITS
THE FOLLOWING PERMITS APPLY TO THIS PROJECT:
NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILL NOT BE
REQUIRED.
LOCATION OF SWPPP REQUIREMENTS
THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES
WITHIN THE PLAN SET. PLAN VIEW OF THE GRADING PLAN MEASURES CAN BE FOUND ON C5 - GRADING
PLAN
SWPPP AMENDMENTS
A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A
LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS
EFFECTIVE FOR THE SITE CHARACTERISTICS.
PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO
CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,
CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL CONDITIONS HAVING A
SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.
PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO
CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR
INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP
IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO
SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD
EXCEEDANCES OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.
ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE PLANS AND
SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL
OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE
DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL TEMPORARY SYNTHETIC EROSION
PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL
STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2
1-MILE
RADIUS
AROUND
PROJECT
HARDWOOD
CREEK
ONEKA
LAKE
WATERS WITHIN 1 MILE RADIUS
NAME OF WATER
BODY
TYPE (LAKE,
RIVER,
WETLAND,
DITCH, ETC)
APPENDIX A
SPECIAL WATER
(YES OR NO)
IMPAIRED
WATER WITHIN 1
MILE OF
PROJECT SITE
(YES OR NO)
APPROVED
TMDL
RECEIVING
WATERS
(YES OR NO)
HARDWOOD CREEK NO YES YES YES
CONTACT INFORMATION
ORGANIZATION CONTACT NAME PHONE
SOUTHWIND HOLDINGS LARRY ALM
ANDERSON ENGINEERING (SWPPP DESIGN)JARED RICHNER*763-412-4000
[CONTRACTOR]
AGENCY TYPE OF PERMIT PERMIT # AND DATES
MINNESOTA POLLUTION
CONTROL AGENCY (MPCA)
NPDES CONSTRUCTION
PERMIT
CITY OF HUGO GRADING PERMIT
CITY OF HUGO BUILDING PERMIT
PROJECT
SITE
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
SWPPP - PG 1
7
STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2
STABILIZATION TIME FRAMES
ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE PLANS AND
SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL
OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE
DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL TEMPORARY SYNTHETIC EROSION
PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL
STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND TEMPORARY
SEDIMENTATION BASINS IF APPLICABLE.
1.INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR
PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME
FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE
DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY
OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE
EXEMPT FROM THE STABILIZATION REQUIREMENT.
2.APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE
STABILIZATION METHODS IN THESE AREAS.
3.STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING
PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE
NPDES PERMIT.
4.TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS.
USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE SEED MIX USED IN
THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:
A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21.111
B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED
MIXTURE 21-112
C.MULTI YEAR CONSTRUCTION 22-111
5.KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE
TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.
GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY
1.CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP
AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE SWPPP AND ALL
AMENDMENTS ON SITE AT ALL TIMES.
2.PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR
CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF
ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA",
ANY WORK THAT WILL REQUIRE DEWATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL
SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE
ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE
ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN
GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE
UNTIMELY SUBMITTAL.
3.IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION
CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT
PRACTICABLE.
4.BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.
5.DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE
DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO
DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE
PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE
PLANS.
6.ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE
EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM
ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.
7.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY
DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.
8.THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO
MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION
CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK
AND/OR GROUND DISTURBING ACTIVITIES COMMENCE.
9.ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT
OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN
SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
10.LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET
FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS.
PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.
11.PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE
TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE
WATERS OR STORMWATER CONVEYANCES.
12.DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER
FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A
TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A
NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT
ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT
BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND
DISTURBING ACTIVITY IS COMPLETED.
13.PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.
14.PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES.
POLLUTION PREVENTION
1.PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.
2.STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES,
HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS
UNDER COVER WITH SECONDARY CONTAINMENT.
3.PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS
AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED
STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS
MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE,
HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES,
CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN
UP SPILLS IMMEDIATELY.
4.STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.
5.POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED
OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.
6.FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP
PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING
TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION
THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED AT.
7.LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM
THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY
DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS
NOT ALLOWED ON THE SITE.
8.PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT
OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER
CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE
GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT
OPERATIONS OR CONTAINMENT AREA.
9.CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN
HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN
TO THE ENGINEER.
10.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES,
CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN
EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE
SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL
PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND
FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS.
RECORD RETENTION
THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE
DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING
RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT).
1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT.
2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION
3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED
INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS
REGARDING PERPETUAL MAINTENANCE; AND
4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER
MANAGEMENT SYSTEMS.
SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE
DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS
STORMWATER IS TREATED BY FOUR STORMWATER PONDS THROUGHOUT THE SITE. SEE STORMWATER
MANAGEMENT PLAN REPORT.
CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENT SYSTEMS
SEE STORMWATER MANAGEMENT PLAN REPORT.
ESTIMATED BMPS QUANTITIES
STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2
AREA TIME FRAME NOTES
LAST 200 LINEAL FEET OF DRAINAGE
DITCH OR SWALE
WITHIN 24 HOURS OF CONNECTION TO
SURFACE WATER OR PROPERTY EDGE 1, 2, 3
REMAINING PORTIONS OF DRAINAGE
DITCH OR SWALE 7 DAYS 1, 3
PIPE AND CULVERT OUTLETS 24 HOURS
STOCKPILES 7 DAYS 1
ITEM INSTALLATION INSPECTION &
MAINTENANCE REMOVAL
SILT FENCE PRIOR TO COMMENCEMENT OF
EARTHWORK OPERATIONS.
INSPECT & MAINT. AFTER EACH
RUN-OFF EVENT. REMOVE
SEDIMENTS AS REQUIRED.
AFTER TRIBUTARY DRAINAGE
AREA IS RESTORED.
ROCK CONST.
ENTRANCE
PRIOR TO COMMENCEMENT OF
EARTHWORK OPERATIONS.
INSPECT REGULARLY. MAINTAIN
AS NEEDED.PRIOR TO PAVING.
OUTLET SKIMMER
STRUCTURE AFTER POND GRADING IS
COMPLETED.
INSPECT REGULARLY. MAINTAIN
AS NEEDED.PERMANENT.
RIP-RAP &
FILTER
UPON COMPLETION OF POND
GRADING, CONC. SWALE CONST.
AND OUTLET INSTALLATION.
INSPECT & MAINTAIN AT LEAST
ANNUALLY AND AFTER HEAVY
RAINFALL EVENT.
PERMANENT.
DETENTION POND DURING EARTHWORK
OPERATIONS.
AFTER HEAVY RAINFALL EVENTS.
REMOVE SEDIMENTS AS NEEDED.PERMANENT.
SEED & MULCH AFTER POND GRADING IS
COMPLETED.
INSPECT & MAINTAIN AFTER HEAVY
RAINS. REPLACE WASH-OUT
AREAS IMMEDIATELY
NO REMOVAL NECESSARY.
INLET PROTECTION UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS
REACHED
AFTER TRIBUTARY AREAS
ARE FULLY RESTORED
BMP ORIGINAL ESTIMATE MODIFICATION DATE
ENERGY DISSIPATER
TEMP. DIVERSION DIKES
CHECK DAMS
TEMP SEEDING
PERMANENT SEEDING
PERMANENT SODDING
MULCHES (SPECIFY TYPES)
CAT 3 EROSION CONTROL BLANKET
SOIL TACKIFIERS
SILT FENCING
EROSION CONTROL MATS
STORM DRAIN INLET PROTECTION
TEMPORARY OR PERMANENT
SEDIMENTATION BASINS
CONSTRUCTION ENTRANCE
DEWATERING (TREATMENT LOCATION,
SCHEMATIC, & SAMPLING PLAN REQUIRED
CONCRETE TRUCK WASHOUT
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
SWPPP - PG 2
8
RIM=920.5
INV.=912.7
||IRON PIPE79.64O
CBMH-113
CBMH-114
CBMH-105
CBMH-104
RIM 917.35
INV 913.53 (18" OUT)
INV 913.79 (15" IN)
32 LF 18" RCP @ 0.32%35 LF 18" RCP @ 0.58%
51 LF 15" RCP @ 0.61%
SMH-402
SMH-421
CBMH-103
1+00
2+00 3+00 4+00 5+00PC: 0+65.65PT: 0+97.81PC: 1+60.75PT: 1+92.429
1
8
.
1
6
918.24917.50917.97917.939
1
8
.
1
3
9
1
7
.
5
6
9
1
7
.
4
7
91
7
.
5
8
9
1
8
.
0
4
918.07917.
9
9
917.9
2917.87917.41917.49918.14
91
8
.
3
5
9
1
8
.
1
2 918.3391
8
.
5
5
9
1
8
.
4
5
918.29918.09
918.4
5
918.
5
5
918.50
918.40
L =3 2.2,R =3 0 0.0
L=31.7,R =3 0 0.090'10'CBMH-106
890
900
910
920
930
885
890
895
900
905
910
915
920
925
930
-1.44%
0.50%-0.69%PVIS: 0+60.71PVIE: 920.46PVI STA = 4+52.07
PVI ELEV = 918.51
A.D. = -1.19%
K = 83.84
100.00' VC
BVCS: 4+02.07BVCE: 918.26EVCS: 5+02.07EVCE: 918.17HIGH PT. STA = 4+43.99
HIGH PT ELEV = 918.37
PVI STA = 2+62.27
PVI ELEV = 917.56
A.D. = 1.94%
K = 46.50
90.00' VC
BVCS: 2+17.27BVCE: 918.21EVCS: 3+07.27EVCE: 917.79LOW PT. STA = 2+84.02
LOW PT ELEV = 917.73
920.80+50 919.89917.61+00 919.18917.4918.46916.92+00 917.85916.4917.76915.43+00 918.00914.2918.25913.74+00 918.37915.3918.18917.25+00 917.83916.75+50
272 LF 24" RCP @ 0.23%SMH-421SMH-402CBMH-105RIM 917.35INV 913.43 (E)INV 912.93 (N)PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
STREET & STORM SEWER -
ONEKA PARKWAY - STA
0+00 TO 5+50
BEGIN ONEKA PARKWAY
STA 0+60
PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄
SEE SHEET 15 SEE SHEET 10SEE SHEET 11
0 20'40'
9
3
35
PROPOSED STREET &
UTILITY EASEMENT
EXISTING EASEMENT
9
1
4
.
8
915.3
OOOORLS 66179
1
4
.
2
B
O
X
1
1
-
2
CBMH-114
CBMH-107
CBMH-108
RIM 916.78
INV 911.66 (27" OUT)
INV 911.66 (27" IN)
FES-109
INV 911.5053 LF
27"
RCP
@
0
.30%
32 LF 27" RCP @ 0.30%
SMH-401
6+00 7+00 8+00 9+00
91
7
.
5
8 917.41917.49918.14
91
8
.
3
5
918.50
918.40
CBMH-106
880
890
900
910
920
875
880
885
890
895
900
905
910
915
920
925
-0.69%PVIS: 8+80.00PVIE: 915.55917.83916.75+50 917.49915.66+00 917.14914.8916.79914.67+00 916.45913.3916.10912.58+00 915.76914.3915.19+00
126 LF 27" RCP @ 0.30%SMH-401CBMH-107RIM 916.55INV 911.76 (E)INV 911.76 (S)CBMH-106RIM 917.42INV 912.60 (E)INV 912.30 (S)INV 912.14 (N)910
920
900
905
910
915
920
920
910
915
920
32 LF 27" RCP @ 0.30%53 LF 27" RCP @ 0.30%
FES-109
INV 911.50CBMH-108RIM 916.78SUMP 908.70INV 911.66 (E)INV 911.66 (W)CBMH-107RIM 916.55INV 911.76 (E)INV 911.76 (S)CBMH-106RIM 917.42INV 912.60 (E)INV 912.30 (S)INV 912.14 (N)CBMH-114RIM 917.41INV 912.80 (W)INV 912.80 (SE)32 LF 18" RCP @ 0.63%
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
STREET & STORM SEWER -
ONEKA PARKWAY - STA
5+50 TO 10+00
PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄
END ONEKA PARKWAY
STA 0+75
0 20'40'
TERMINATE CURB WITH 3' BEAVERTAIL (TYP.)
10
TERMINATE STREET AND TRAIL
INSTALL BARRICADE AND "FUTURE THRU STREET" SIGNAGE
PROPOSED STREET &
UTILITY EASEMENT
EXISTING EASEMENT
SEE SHEET 93
35
INSTALL CLASS 5 AGGREGATE BASE MATERIAL
TO PROVIDE ACCESS FROM EXISTING GRAVEL DRIVE
PROVIDE 10' CLASS 5 TRANISTION TO
PROTECT EDGE OF PAVEMENT
PROFILE VIEW: CBMH-114 TO CBMH-106
PROFILE VIEW: CBMH-107 TO FES-109
12" DIP WM
6" PVC FORCEMAIN
FES REQUIRES SHEET PILE FOUNDATION
PER CITY DETAIL HU-SD-7
DEPRESS CURB PER
CITY DETAIL HU-STR-12
END BIT TRAIL STA 8+40
PAVING FOR LIFT STATION
NOT IN SCOPE OF THIS PROJECT
2+003+00PC: 1+60.75
Mid: 1+76.58
PT: 1+92.42
CBMH-103 CBMH-102
CB-101
RIM 918.30
INV 915.25 (12" OUT)
CBMH-104
FES-701
RIM 917.02
INV 915.50 (15" OUT)
FES-702
RIM 916.52
INV 915.00 (15" IN)74 LF 15" RCP @ 0.68%28 LF 12" RCP @ 0.39%
226 LF 15" RCP @ 0.40%51 LF
15
"
RCP
@
0
.61%
SMH-421 SMH-422
0+00 1+00 2+00 3+00 4+00 5+00
910
920
930
940
900
905
910
915
920
925
930
935
940
-3.58%
5.34%
-0.91%
2.00%
5.28%PVIS: 0+14.30PVIE: 917.80PVI STA = 1+29.25
PVI ELEV = 923.19
A.D. = -8.86%
K = 8.47
75.00' VC
BVCS: 0+91.75BVCE: 921.21EVCS: 1+66.75EVCE: 921.85HIGH PT. STA = 1+36.46
HIGH PT ELEV = 922.39
PVI STA = 4+45.44
PVI ELEV = 926.98
A.D. = -6.25%
K = 12.01
75.00' VC
BVCS: 4+07.94BVCE: 924.98EVCS: 4+82.94EVCE: 926.64HIGH PT. STA = 4+72.04
HIGH PT ELEV = 926.69
PVI STA = 2+76.08
PVI ELEV = 917.94
A.D. = 8.91%
K = 6.73
60.00' VC
BVCS: 2+46.08BVCE: 919.01EVCS: 3+06.08EVCE: 919.54LOW PT. STA = 2+70.15
LOW PT ELEV = 918.58
916.60+00 919.01917.3921.61921.31+00 922.28916.2920.66915.22+00 918.88914.5919.24915.23+00 921.89917.0924.55918.94+00 926.49921.2926.48923.45+00CBMH-103RIM 918.41INV 914.10 (E)INV 914.10 (NW)CBMH-102RIM 918.30INV 915.14 (S)INV 915.00 (W)15"SMH-421SMH-422CBMH-103RIM 918.41INV 914.10 (E)INV 914.10 (NW)CBMH-102RIM 918.30INV 915.14 (S)INV 915.00 (W)226 LF 15" RCP @ 0.40%
51 LF 15" RCP @ 0.61%
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
STREET & STORM SEWER -
STREET A - STA 0+00 TO
4+50
PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄SEE SHEET 12SEE SHEET 90 20'40'
11
1
35
2+003+00CBMH-404
CBMH-405
CBMH-402
RIM 924.45
INV 918.60 (18" OUT)
INV 918.90 (15" IN)
CBMH-403
119 LF 15" RCP @ 0.50%28 LF 18" RCP @ 0.89%SMH-423
SMH-424 SMH-410
5+00
6+00
7+00
8+00
9+00
9
2
5
.
0
6
925.47
925.489
2
4
.
9
6
925.1192
6
.
0
4926.04925.0092
5
.
1
1
9
2
5
.
6
8
925.35925.
6
3
926.22926.00
9
2
5
.
8
8
L =6 9.1,R =3 0 0 .4
L =16 6 .6 ,R =8 6 4 .8
9
2
5
.
6
4 925.21
925.75
900
910
920
930
940
895
900
905
910
915
920
925
930
935
940
-0.91%
0.50%0.42%-0.51%-1.44%PVIS: 8+82.02PVIE: 925.45PVI STA = 7+09.26
PVI ELEV = 924.59
A.D. = 1.41%
K = 53.29
75.00' VC
BVCS: 6+71.76BVCE: 924.93EVCS: 7+46.76EVCE: 924.77LOW PT. STA = 7+20.12
LOW PT ELEV = 924.71
926.48923.45+00 926.03924.5925.58924.66+00 925.12924.8924.75923.87+00 924.79924.0925.04924.68+00 925.29925.2925.49925.69+00 924.83926.59+50CBMH-403RIM 924.43INV 918.35 (E)INV 918.35 (S)139 LF 24" RCP @ 0.32%CBMH-404RIM 925.05INV 917.90 (W)INV 917.90 (E)83 LF 24" RCP @ 0.34%CBMH-405RIM 924.64INV 917.62 (W)INV 917.62 (E)SMH-423SMH-424SMH-410PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
STREET & STORM SEWER -
STREET A - STA 4+50 TO
9+00
PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄SEE SHEET 11SEE SHEET 1312
0 20'40'
1
35
SEE STORM PROFILE
ON SHEET 21
FAIROAKS ℄
0+001
+
0
0
CBMH-405
CBMH-406
CBMH-407
CBMH-203
CBMH-205
CBMH-204
STMH-608
RIM 920.00
INV 917.00 (12" OUT)
INV 915.00 (12" IN)
FES-408 FES-206
FES-607 190 LF 12" RCP @ 1.33%58 LF 12" RCP @ -17.20%131 LF 15" RCP
@ 0.71
%
SMH-411
SMH-412
SMH-413
SMH-441
10+
0
0
11+00
12+00 13+00925.489
2
4
.
9
6
925.11L =4 3 5 .3 ,R =2 7 5 .0
L =4 3 5 .3 ,R =275900
910
920
930
895
900
905
910
915
920
925
930
935
-1.44%
1.21%
PVI STA = 11+40.07
PVI ELEV = 922.10
A.D. = 2.65%
K = 28.35
75.00' VC
BVCS: 11+02.57BVCE: 922.64EVCS: 11+77.57EVCE: 922.55LOW PT. STA = 11+43.32
LOW PT ELEV = 922.35
924.83926.59+50 924.11926.210+00 923.39924.9922.68923.411+00 922.35922.2922.82922.112+00 923.43922.512+50CBMH-406RIM 923.63INV 917.30 (W)INV 917.29 (S)12" RCP CBMH-204RIM 922.07INV 917.50 (NE)INV 917.15 (SE)101 LF 15" RCP @ 0.89%CBMH-203RIM 923.15INV 918.40 (N)INV 918.40 (SW)SMH-413SMH-412SMH-41171 LF 24" RCP @ 0.45%
920
930
910
915
920
925
930
920
930
910
915
920
925
930CBMH-406RIM 923.63INV 917.30 (W)INV 917.29 (S)50 LF 24" RCP @ 0.36%
28 LF 24" RCP @ 0.39%CBMH-407RIM 923.72SUMP 914.18INV 917.18 (N)INV 917.18 (SE)FES-408INV 917.000CBMH-204RIM 922.07INV 917.50 (NE)INV 917.15 (SE)28 LF 21" RCP @ 0.25%
34 LF 21" RCP @ 0.24%FES-206INV 917.00CBMH-205RIM 922.07SUMP 914.08INV 917.08 (NW)INV 917.08 (SE)PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
STREET & STORM SEWER -
STREET A - STA 9+00 TO
12+50
PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄SEE SHEET 12SEE SHEET 14SEE STORM PROFILE
ON SHEET 21
SEE S
H
E
E
T
12
13
0 20'40'
5
35
1
35
SEE STORM PROFILES NEXT
TO ROAD PROFILE BELOW
FES REQUIRES SHEET PILE FOUNDATION
PER CITY DETAIL HU-SD-7
CBMH-203
CBMH-202
CB-201
RIM 922.87
INV 919.47 (15" OUT)
28 LF 15" RCP @ 0.50%
131 LF 1
5
"
R
C
P
@
0
.
7
1
%
SMH-441
SMH-442 SMH-443
SMH-444
13+00
14+00
15+00 16+0016+10L =8 7 .6 ,R =1 1 0 .5
L=435.3,R=275.0
910
920
930
940
900
905
910
915
920
925
930
935
940
1.21%-1.30%0.57%PVIS: 15+50.32PVIE: 924.00923.43922.512+50 923.76921.913+00 923.33922.3923.16924.614+00 923.43922.7923.71922.915+00 924.00922.4919.616+00 16+50SMH-444SMH-443SMH-442SMH-441CBMH-202RIM 922.87INV 919.33 (E)INV 919.33 (S)131 LF 15" RCP @ 0.71%CBMH-203RIM 923.15INV 918.40 (N)INV 918.40 (SW)PVI STA = 12+97.07
PVI ELEV = 924.00
A.D. = -2.51%
K = 29.94
75.00' VC
BVCS: 12+59.57BVCE: 923.54EVCS: 13+34.57EVCE: 923.51HIGH PT. STA = 12+95.74
HIGH PT ELEV = 923.76
PVI STA = 13+73.90
PVI ELEV = 923.00
A.D. = 1.86%
K = 40.24
75.00' VC
BVCS: 13+36.40BVCE: 923.49EVCS: 14+11.40EVCE: 923.21LOW PT. STA = 13+88.59
LOW PT ELEV = 923.15
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
STREET & STORM SEWER -
STREET A - STA 12+50 TO
16+00SEE SHEET 13R
=
3
0
'R=45'R=90'
14
0 20'40'1
35
INV.=
9
1
2.
55+006+00CBMH-113
CBMH-114
CBMH-112
CB-111
RIM 917.09
INV 914.20 (12" OUT)
FES-703
RIM 914.56
INV 912.50 (21" OUT)
FES-704
RIM 913.56
INV 911.50 (21" IN)28 LF 12" RCP @ 0.50%89 LF 21" RCP @ 1.12%126 LF 27" RCP @ 0.30%0+00 1+00 2+00 3+00 4+00
SMH-402
900
910
920
930
890
895
900
905
910
915
920
925
930
-3.35%
3.51%2.64%
2.71%PVIS: 0+14.34PVIE: 917.74PVI STA = 1+77.00
PVI ELEV = 922.10
A.D. = -6.06%
K = 12.38
75.00' VC
BVCS: 1+39.50BVCE: 921.08EVCS: 2+14.50EVCE: 920.84HIGH PT. STA = 1+73.03
HIGH PT ELEV = 921.54 PVI STA = 4+22.92
PVI ELEV = 920.00
A.D. = -1.65%
K = 45.55
75.00' VC
BVCS: 3+85.42BVCE: 918.68PVI STA = 3+33.44
PVI ELEV = 916.86
A.D. = 6.86%
K = 8.75
60.00' VC
BVCS: 3+03.44BVCE: 917.86EVCS: 3+63.44EVCE: 917.91LOW PT. STA = 3+32.74
LOW PT ELEV = 917.37
917.00+00 918.68917.4920.01918.11+00 921.32917.8921.24914.92+00 919.65913.4917.98912.53+00 917.54911.5919.17913.54+00 920.49916.24+50CBMH-112RIM 917.09INV 914.06 (S)INV 913.90 (W)289 LF 18" RCP @ 0.31%CBMH-113RIM 918.21INV 913.01 (E)INV 913.00 (NW)35 LF 18" RCP @ 0.58%CBMH-114RIM 917.41INV 912.80 (W)INV 912.80 (SE)SMH-402SMH-403PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
STREET & STORM SEWER -
STREET B - STA 0+00 TO
4+50SEE SHEET 16PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄SEE SHEET 90 20'40'
15
1
35
4
35
1
35
21" RCP
CB-301
CBMH-306
CBMH-304
CBMH-302
CBMH-303
5+00
6+00
7+00
7+9
4
PC: 6+12.32PT:
7+44
.98
L =13 2.7 ,R =15 0 .7
900
910
920
930
890
895
900
905
910
915
920
925
930
935
1.86%
0.50%
-1.31%PVIS: 7+45.08PVIE: 920.88PVIS: 7+68.08PVIE: 921.00EVCS: 4+60.42EVCE: 920.70PVI STA = 5+84.00
PVI ELEV = 923.00
A.D. = -3.18%
K = 23.62
75.00' VC
BVCS: 5+46.50BVCE: 922.30EVCS: 6+21.50EVCE: 922.51HIGH PT. STA = 5+90.49
HIGH PT ELEV = 922.71
920.49916.24+50 921.44918.35+00 922.36917.4922.69916.66+00 922.13915.4921.48914.17+00 920.91913.98+00CBMH-303RIM 920.58INV 917.20 (SE)INV 917.20 (N)32 LF 12" RCP @ 1.09%CBMH-304RIM 920.67INV 916.85 (NW)INV 916.85 (NE)INV 916.85 (S)SMH-405SMH-404PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
STREET & STORM SEWER -
STREET B - STA 4+50 TO
7+79SEE SHEET 15PROPOSED ℄ PROFILE
EXISTING GRADE @ ℄SEE SHEET
180 20'40'
16
1
35
RIM=929.2INV.=916.7INV.=925.4INV.=924.9|931.1BOX6-5930.7
BOX6-2
930
.
6
BO
X
6
-
2
930.8
BOX6
9+00PRC: 9+31.98
CBMH-404
RIM 925.05
CBMH-405
RIM 924.64
EX SMH
SMH-451
SMH-410
SMH-409
SMH-408
1+00
2+00
3+00
4+00
5+00PC: 3+68.55926.04926.04
925.02
925.06
???925.41925.11
9
2
5
.
2
5
9
2
5
.
65
925.63925.2
2 925.48925.80
9
2
5
.
0
3
92
4
.
8
3
925.11
929.
0
7
9
2
9
.
1
5
L =2 7 8 .8 ,R =3 0 0 .0
900
910
920
930
890
895
900
905
910
915
920
925
930
935
-1.95%
1.00%
-1.64%PVIS: 0+73.57PVIE: 929.52PVI STA = 3+63.86
PVI ELEV = 926.34
A.D. = -2.64%
K = 22.70
60.00' VC
BVCS: 3+33.86BVCE: 926.04EVCS: 3+93.86EVCE: 925.85HIGH PT. STA = 3+56.55
HIGH PT ELEV = 926.15
PVI STA = 2+80.00
PVI ELEV = 925.50
A.D. = 2.95%
K = 20.36
60.00' VC
BVCS: 2+50.00BVCE: 926.08EVCS: 3+10.00EVCE: 925.80LOW PT. STA = 2+89.64
LOW PT ELEV = 925.70
929.50+50 929.01930.71+00 928.03928.9927.06927.22+00 926.08926.2925.72926.13+00 926.14925.7925.74923.64+00 924.92921.6924.10917.35+00
24" RCP
EX SMHSMH-451SMH-410SMH-409PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
STREET & STORM SEWER -
FAIROAKS AVENUE - STA
0+00 TO 5+00SEE SHEET 18R=
2
0
'
R=20'
R=
2
0
'R=20'SEE SHEET 12
SEE SHEET
13
0 20'40'
17
2
35
7+007+94CB-301
RIM 921.74
CBMH-306
RIM 920.63
CBMH-304
RIM 920.67
CBMH-307
RIM 920.26
CBMH-302
RIM 920.56
CBMH-303
RIM 920.58
CBMH-312
RIM 919.82
CB-310
RIM 919.14
CBMH-311
RIM 919.14
28 LF 12" RCP @ 0.50%
28 LF 12" RCP @ 1.61%
SMH-408
SMH-407
SMH-406
SMH-431
SMH-432
SMH-433
SMH-434
5+00
6+00
7+00
8+00
9+00
10
+
0
0
PC:
6+64
.30PT:
6+47
.36PT: 9+50.32919.73920.00919.79919.37919.60920.00
919.22
920.56
920.70
920.92 920.56920.71920.67919.44919.4
1
919.2
5
919.
2
4
921.10
921.00
921.50
921.40
L =2 8 6 .0 ,R =2 9 9 .8
L =2 7 8 .8 ,R =3 0 0 .0
900
910
920
930
890
895
900
905
910
915
920
925
930
-1.64%
-0.57%
PVI STA = 6+88.67
PVI ELEV = 921.00
A.D. = 1.07%
K = 69.99
75.00' VC
BVCS: 6+51.17BVCE: 921.62EVCS: 7+26.17EVCE: 920.79924.10917.35+00 923.28915.4922.46914.46+00 921.64914.0920.98914.27+00 920.65915.4920.36914.98+00 920.08914.5919.79914.89+00 919.51916.0919.22917.610+00
84 LF 12" RCP @ 0.49%
112 LF 12" RCP @ 0.43%
75 LF 15" RCP @ 0.58%
32 LF 12" RCP @ 1.09%
28 LF 12" RCP @ 0.71%
30 LF 12" RCP @ 2.52%SMH-406SMH-407SMH-431SMH-432SMH-433CBMH-312RIM 919.82INV 915.38 (SE)INV 915.38 (N)CBMH-307RIM 920.26SUMP 911.00INV 916.42 (SE)INV 914.00 (W)INV 914.97 (NW)CBMH-304RIM 920.67INV 916.85 (NW)INV 916.85 (NE)INV 916.85 (S)CBMH-303RIM 920.58INV 917.20 (SE)INV 917.20 (N)CBMH-302RIM 920.56INV 917.40 (NW)INV 917.65 (E)CB-301RIM 921.74INV 918.40 (W)CBMH-311RIM 919.14INV 915.86 (S)INV 915.86 (E)SMH-434SMH-408PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
STREET & STORM SEWER -
FAIROAKS AVENUE - STA
5+00 TO 10+00SEE SHEET 17R=47'R=30'R=47'END CURB WITH BEAVERTAIL
END BITUMINOUS TRAIL
STA 9+01
END CURB WITH BEAVERTAIL
STA 8+89
MAINTAIN VALLEY IN
BITUMINOUS PAVEMENT FOR
DRAINAGE CONVEYANCER=20'R=20'
SEE S
H
E
E
T
16
0 20'40'
18
INSTALL BARRICADES AND
"FUTURE THRU STREET" SIGNAGE
2
35
END FAIROAKS STREET
STA 9+72
GRADE BEYOND PAVEMENT TO
PROPERTY LINE AT 3:1 SLOPE MAX
EXTEND ASPHALT AROUND CATCHBASIN FRAME
AND DIRECT RUNOFF INTO STRUCTURE. TAPER
ASPHALT EITHER SIDE OF CURB HOOD TO
PROTECT FRAME UNTIL ROAD EXTENSION.
EOF 919.25
EOF 919.25
12+000
+
0
0
1+00 2+00 2+17PC: 0+31.16PT: 1+09.53SMH-414 SMH-415
SMH-413
CB-502
RIM 921.77
INV 918.00 (12" OUT)
CBMH-205
CBMH-204
CBMH-504
RIM 920.82
SUMP 914.22
INV 917.22 (15" IN)
INV 917.22 (15" OUT)
CBMH-503
RIM 920.82
INV 917.50 (12" IN)
INV 917.36 (15" OUT)
STMH-608
FES-206
FES-505
RIM 918.52
INV 917.00 (15" IN)
FES-607
18 LF 12" RCP @ 2.76%
28 LF 15" RCP @ 0.50%
64 LF 15" RCP @ 0.35%
L=78.4,
R=120.7
900
910
920
930
890
895
900
905
910
915
920
925
930
-2.02%
-0.50%PVIS: 0+00.00PVIE: 922.60PVIS: 0+33.92PVIE: 921.91PVIS: 2+17.36PVIE: 921.00922.60921.90+00 921.83924.0921.58927.51+00 921.34924.7921.09921.22+00 2+18SMH-415SMH-414SMH-413CBMH-504SUMP 914.22RIM 920.82INV 917.22 (N)INV 917.22 (SW)PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
SEE SHEET 13STREET & STORM SEWER -
STREET C - STA 0 TO 3+00
19
0 20'40'
TERMINATE STREET AND TRAIL
INSTALL BARRICADE AND "FUTURE THRU STREET" SIGNAGE
TERMINATE CURB WITH 3' BEAVERTAIL (TYP.)
5
3
5
SEE SHEET 21 FOR STORM SEWER PROFILE 6
END STREET "C"
STA 2+07 GRADE BEYOND PAVEMENT TO
PROPERTY LINE AT 3:1 SLOPE
||930.6OAK15911.9WIL8||930.6OAK15911.9WIL8190 LF 12" RCP @ 1.33%57 LF 12" HDPE @ 0.88%39 LF 12" RCP @ 7.64%22 LF 12" RCP @ 2.26%COCOSTMH-608RIM 920.00INV 917.00 (12" OUT)INV 915.00 (12" IN)FES-610INV 914.00STMH-602RIM 916.00INV 913.00 (12" OUT)FES-611INV 905.00FES-603INV 912.50STMH-308RIM 915.04INV 912.00 (18" IN)INV 912.00 (18" OUT)STMH-612RIM 914.00INV 908.00 (12" IN)INV 911.40 (12" OUT)FES-309INV 911.50FES-613INV 910.9088 LF 18" HDPE @ 0.57%209 LF 18" HDPE @ 0.96%CB-401RIM 923.00INV 919.50 (15" OUT)119 LF 15" RCP @ 0.50%CBMH-402RIM 924.45INV 918.60 (18" OUT)INV 918.90 (15" IN)FES-109INV 911.50CBMH-108RIM 916.78INV 911.66 (27" OUT)INV 911.66 (27" IN)CBMH-107RIM 916.55INV 911.76 (27" OUT)INV 911.76 (27" IN)CBMH-106RIM 917.42INV 912.60 (18" IN)INV 912.30 (24" IN)INV 912.14 (27" OUT)CBMH-114RIM 917.41INV 912.80 (18" OUT)INV 912.80 (18" IN)CBMH-113RIM 918.21INV 913.01 (18" IN)INV 913.00 (18" OUT)CBMH-105RIM 917.35INV 913.43 (18" IN)INV 912.93 (24" OUT)CBMH-104RIM 917.35INV 913.53 (18" OUT)INV 913.79 (15" IN)CBMH-103RIM 918.41INV 914.10 (15" IN)INV 914.10 (15" OUT)CBMH-102RIM 918.30INV 915.14 (12" IN)INV 915.00 (15" OUT)CB-101RIM 918.30INV 915.25 (12" OUT)FES-701INV 915.50FES-702INV 915.00CBMH-403RIM 924.43INV 918.35 (24" OUT)INV 918.35 (18" IN)CBMH-404RIM 925.05INV 917.90 (24" IN)INV 917.90 (24" OUT)CBMH-405RIM 924.64INV 917.62 (24" IN)INV 917.62 (24" OUT)CBMH-406RIM 923.63INV 917.30 (24" IN)INV 917.29 (24" OUT)CBMH-407RIM 923.72INV 917.18 (24" IN)INV 917.18 (24" OUT)FES-408INV 917.00FES-607INV 905.00FES-206INV 917.00CBMH-204RIM 922.07INV 917.50 (15" IN)INV 917.15 (21" OUT)CBMH-205RIM 922.07INV 917.08 (21" IN)INV 917.08 (21" OUT)CBMH-503RIM 920.82INV 917.50 (12" IN)INV 917.36 (15" OUT)CBMH-504RIM 920.82INV 917.22 (15" IN)INV 917.22 (15" OUT)FES-505INV 917.00CB-502RIM 921.77INV 918.00 (12" OUT)STMH-609RIM 917.03INV 914.48 (12" IN)INV 914.48 (12" OUT)CBMH-203RIM 923.15INV 918.40 (15" IN)INV 918.40 (15" OUT)CBMH-202RIM 922.87INV 919.33 (15" IN)INV 919.33 (15" OUT)CB-201RIM 922.87INV 919.47 (15" OUT)CBMH-311RIM 919.14INV 915.86 (12" OUT)INV 915.86 (12" IN)CB-310RIM 919.14INV 916.00 (12" OUT)CBMH-312RIM 919.82INV 915.38 (12" OUT)INV 915.38 (12" IN)CBMH-304RIM 920.67INV 916.85 (15" OUT)INV 916.85 (12" IN)INV 916.85 (12" IN)CBMH-306RIM 920.63INV 917.30 (12" OUT)CBMH-303RIM 920.58INV 917.20 (12" IN)INV 917.20 (12" OUT)CBMH-302RIM 920.56INV 917.40 (12" OUT)INV 917.65 (12" IN)CB-301RIM 921.74INV 918.40 (12" OUT)CBMH-112RIM 917.09INV 914.06 (12" IN)INV 913.90 (18" OUT)CB-111RIM 917.09INV 914.20 (12" OUT)FES-703INV 912.50FES-704INV 911.50CBMH-307RIM 920.26SUMP 911.00INV 916.42 (15" IN)INV 914.00 (18" OUT)INV 914.97 (12" IN)PLOTTED:COMM. NO.DRAWING NO.----17004ONEKA PRAIRIE13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:ATJRAT04/11/2023REVISION LOGDESCRIPTION OF REVISIONSNO.DATESOUTHWIND HOLDINGS, LLCCONSTRUCTION DOCUMENTS51317ADAM THIELE, PEPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.04/11/20231 5/15/23 REVISED PER CITY COMMENTS2 5/31/23 REVISED PER CITY COMMENTSN050'100'STORM PLAN20STORMWATER POND 2FILTRATION BASIN 4STORMWATER POND 1GENERAL CONSTRUCTION NOTES:1.ALL CONSTRUCTION SHALL COMPLY WITH CITY OF HUGO REQUIREMENTS AND LATEST EDITION OF CEAM CONSTRUCTIONSPECIFICATIONS.2.STORM SEWER PIPE WITHIN RIGHT-OF-WAY SHALL BE RCP CL3. STORM SEWER PIPE OUTSIDE OF THE RIGHT-OF-WAY, EXCEPTFOR POND OUTLETS, SHALL BE DUAL-WALL HDPE.3.INSULATE WATERMAIN AT ALL PROPOSED STORM SEWER CROSSINGS.4.INSTALL DRAINTILE AT BACK OF CURB AND CONNECT TO CATCH BASIN STRUCTURES PER CITY DETAIL HU-SD-9.5.RIPRAP AT ALL FLARED END SECTION OUTLETS SHALL BE INSTALLED PER CITY DETAIL HU-SD-8. RIPRAP SHALL BE INSTALLEDWITHIN 24 HOURS OF COMPLETION OF UPSTREAM PIPE CONNECTIONS.6.CURB INLET FRAME AND GRATES SHALL BE NEENAH R-3067-V.7.POND OUTLET STRUCTURES SHALL HAVE HAALA POND SKIMMER STANDARD STYLE GRATES INSTALLED IN DIAMETER NOTED ONPLANS.LEGENDPROPERTY LINEPROPOSED STORM SEWERPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED FLARED END SECTIONRIPRAP4" DRAINTILE4" COINV 913.54" COINV 913.5INV 913.00 (4" IN)SEE STORM PROFILE 1ON SHEET 21SEE STORM PROFILE 2ON SHEET 21SEE STORM PROFILE 3ON SHEET 21SEE STORM PROFILE 4ON SHEET 21SEE STORM PROFILE 5ON SHEET 21SEE STORM PROFILE 6ON SHEET 21SEE STORM PROFILE 7ON SHEET 22SEE STORM PROFILE 8ON SHEET 22SEE STORM PROFILE 9ON SHEET 22SEE STORM PROFILE 10ON SHEET 22SEE STORM PROFILE 11ON SHEET 22SEE STORM PROFILE 12ON SHEET 22SEE STORM PROFILE 13ON SHEET 22SEE STORM PROFILE 14ON SHEET 22
910
920
900
905
910
915
920
-0+25 904.42915.00+00 913.89911.20+75FES-611RIM 906.25INV 905.00 (E)39 LF 12" RCP @ -7.64%STMH-612RIM 914.00INV 908.00 (W)INV 911.40 (E)22 LF 12" RCP @ 2.26%FES-613RIM 912.15INV 910.90 (W)910
920
930
900
905
910
915
920
925
930
-0+25 914.01923.60+00 917.37921.4919.06920.61+00 921.97921.6922.38923.32+00 915.75922.73+00
36 LF 12" RCP @ 1.33%STMH-609RIM 917.03INV 914.48 (SE)INV 914.48 (N)190 LF 12" RCP @ 1.33%STMH-608RIM 920.00INV 917.00 (NW)INV 915.00 (S)FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)58 LF 12" RCP @ -17.20%FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)FES-607RIM 906.33INV 905.00 (N)8" SAN
8" WM
910
920
930
905
910
915
920
925
930
-0+25 912.53913.50+00 916.62915.60+76FES-603RIM 913.84INV 912.50 (E)57 LF 12" RCP @ 0.88%STMH-602RIM 916.00INV 913.00 (W)910
920
930
905
910
915
920
925
930
-0+25 912.00911.10+00 915.69911.2915.33913.71+00 916.24916.9917.98916.82+00 920.55915.8920.25915.43+00 3+25FES-309RIM 913.29INV 911.50 (E)88 LF 18" RCP @ 0.57%STMH-308RIM 915.04INV 912.00 (E)INV 912.00 (W)209 LF 18" RCP @ 0.96%CBMH-307RIM 920.26SUMP 911.00INV 916.42 (SE)INV 914.00 (W)INV 914.97 (NW)920
930
940
910
915
920
925
930
935
940
-0+25 928.20+00 925.18925.8925.30924.61+00 924.67923.51+75
119 LF 15" RCP @ 0.50%CBMH-402RIM 924.45INV 918.60 (N)INV 918.90 (S)28 LF 18" RCP @ 0.89%CBMH-403RIM 924.43INV 918.35 (E)INV 918.35 (S)8" WM
8" SAN
910
920
930
900
905
910
915
920
925
930
CBMH-503RIM 920.82INV 917.50 (NE)INV 917.36 (S)28 LF 15" RCP @ 0.50%
18 LF 12" RCP @ 2.76%CB-502RIM 921.77INV 918.00 (SW)CBMH-504RIM 920.82SUMP 914.22INV 917.22 (N)INV 917.22 (SW)64 LF 15" RCP @ 0.35%FES-505RIM 918.52INV 917.00 (NE)922.41923.00+00 921.01921.0920.81920.71+00 916.66920.51+37
8" WM
8" SAN
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
STORM PROFILES
FG
EG
21
FG
EG
FG
EG
FG
EG
SCALE:4 STORM PROFILE 4
SCALE:3 STORM PROFILE 3
SCALE:2 STORM PROFILE 2
SCALE:1 STORM PROFILE 1
FGEG
SCALE:5 STORM PROFILE 5
SCALE:6 STORM PROFILE 6
FG
EG
920
930
910
915
920
925
930
-0+25 922.87924.20+00 0+35CB-201RIM 922.87INV 919.47 (W)CBMH-202RIM 922.87INV 919.33 (E)INV 919.33 (S)28 LF 15" RCP @ 0.50%
8" WM 8" SAN 910
920
930
905
910
915
920
925
930
-0+25 919.14917.10+00 0+35
28 LF 12" RCP @ 0.50%CBMH-311RIM 919.14INV 915.86 (S)INV 915.86 (E)CB-310RIM 919.14INV 916.00 (W)8" WM
8" SAN
910
920
930
905
910
915
920
925
930
CBMH-304RIM 920.67INV 916.85 (NW)INV 916.85 (NE)INV 916.85 (S)CBMH-306RIM 920.63INV 917.30 (SW)28 LF 12" RCP @ 1.61%
8" WM
8" SAN
900
910
920
890
895
900
905
910
915
920
28 LF 12" RCP @ 0.50%
CB-111
RIM 917.09
INV 914.20 (N)CBMH-112RIM 917.09INV 914.06 (S)INV 913.90 (W)8" WM
8" SAN
900
910
920
930
890
895
900
905
910
915
920
925
930
-0+25 911.29911.80+00 917.32911.41+00FES-703RIM 914.56INV 912.50 (N)FES-704RIM 913.56INV 911.50 (S)89 LF 21" RCP @ 1.12%
8" WM
8" SAN
910
920
930
900
905
910
915
920
925
930
-0+25 918.30914.80+00 0+35CB-101RIM 918.30INV 915.25 (N)CBMH-102RIM 918.30INV 915.14 (S)INV 915.00 (W)28 LF 12" RCP @ 0.39%
8" WM 8" SAN
910
920
930
905
910
915
920
925
930
-0+25 915.00+00 918.95914.81+00FES-701RIM 917.02INV 915.50 (N)FES-702RIM 916.52INV 915.00 (S)74 LF 15" RCP @ 0.68%
8" WM
8" SAN
910
920
930
900
905
910
915
920
925
930
-0+25 917.35915.30+00 0+50CBMH-105RIM 917.35INV 913.43 (E)INV 912.93 (N)CBMH-104RIM 917.35INV 913.53 (W)INV 913.79 (SE)32 LF 18" RCP @ 0.32%
8" WM 8" SAN
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
STORM PROFILES
22
SCALE:4 STORM PROFILE 10
SCALE:3 STORM PROFILE 9
SCALE:2 STORM PROFILE 8
SCALE:1 STORM PROFILE 7
SCALE:5 STORM PROFILE 11
SCALE:6 STORM PROFILE 12
SCALE:7 STORM PROFILE 13
SCALE:8 STORM PROFILE 14
EG
EG
EG
EG
EG
EG
EG
EG
FG
FG
FG
FG
FG
FG
FG
FG
|IRON PIPE0+000+00BP: 0+00.00
CBMH-103
CBMH-113
CBMH-114
CBMH-105
CBMH-104
SMH-421
SMH-4021+00
2+00 3+00 4+00 5+00
890
900
910
920
930
885
890
895
900
905
910
915
920
925
930
920.80+50 919.89917.61+00 919.18917.4918.46916.92+00 917.85916.4917.76915.43+00 918.00914.2918.25913.74+00 918.37915.3918.18917.25+00 917.83916.75+50SMH-421RIM 918.06INV 909.19 (N)INV 909.29 (E)SMH-402RIM 918.02INV 892.90 (E)INV 906.50 (S)INV 892.80 (N)INV 892.90 (W)274 LF 8" PVC SDR 35 @ 0.91%DROP INV 892.90 (S)CBMH-105PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSNCONNECT TO EXISTING WM STUB
12" VALVE & BOX
11.25° DIP BEND
11.25° DIP BEND 12x8 DIP TEE
12" VALVE & BOX
8" VALVE & BOX
12x8 DIP CROSS
8" VALVE & BOX
12" VALVE & BOX
8" VALVE & BOX
WATERMAIN & SANITARY
SEWER - ONEKA PARKWAY -
STA 0+00 TO 5+00
12" DIP CL 50 WM
MAINTAIN 7.5' MIN. COVER DEPTH SEE SHEET 24STUB 8" DIP CL52 WM
FOR FUTURE CONNECTION
8" DIP PLUG
STUB SANITARY SEWER
FOR FUTURE CONNECTION
8" PVC CAP
SEE SHEET 29 SEE SHEET24SEE SHEET 25
0 20'40'
INSTALL OUTSIDE DROP STRUCTURE
PER CITY STANDARD DETAIL SS-2
LAST 20FT OF PIPE UP TO MANHOLE SHALL BE DIP
238" DIP CL 52 WM8" DIP CL 52 WMLEGEND
DENOTES SANITARY
SERVICE INVERT AT
D&U EASEMENT 10'
OUTSIDE R.O.W.
DENOTES SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES FINISHED
GRADE ELEVATION OF
SANITARY SERVICE AT
D&U EASEMENT.
WYE = X+XX
XXX.X
XXX.X
11.25° DIP BEND
11.25° DIP BEND
LOWER WATERMAIN TO MAINTAIN
18" MINIMUM VERTICAL SEPARATION
CONNECT FORCEMAIN TO EXISTING MANHOLE USING
FLEXIBLE WATERTIGHT MANHOLE CONNECTOR INSIDE
EXISTING PENETRATION FROM REMOVED SANITARY STUB
6" PVC C900 FORCEMAIN
6" PVC C900 FORCEMAIN
12" DIP CL50 WM
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"
9
1
4
.
8
915.3
OOORLS 66179
1
4
.
2
B
O
X
1
1
-
2
6+00 7+00 8+00 9+00
CBMH-114
CBMH-107
CBMH-108
FES-109
SMH-401
PROPOSED LIFT STATION
6+00 7+00 8+00 9+00
72 LF 10" PVC @ 0.42%880
890
900
910
920
870
875
880
885
890
895
900
905
910
915
920
917.83916.75+50 917.49915.66+00 917.14914.8916.79914.67+00 916.45913.3916.10912.58+00 915.76914.3915.19+00SMH-401RIM 915.84INV 891.50 (S)INV 879.95 (E)INV 880.05 (N)292 LF 8" PVC SDR 26 @ 0.42%
39 LF 10" PVC SDR 26 @ 0.41%DROP INV 880.10 (S)CBMH-107CBMH-106PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
WATERMAIN & SANITARY
SEWER - ONEKA PARKWAY -
STA 5+00 TO 9+00
INSULATE
WM/STORM
CROSSING
HYDRANT
12x6 DIP TEE
6" GV & BOX
STUB WM FOR FUTURE CONNECTION
12" DIP PLUGSEE SHEET 23STUB SANITARY SEWER FOR FUTURE CONNECTION
10" PVC CAP
0 20'40'
INSTALL OUTSIDE DROP STRUCTURE
PER CITY STANDARD DETAIL SS-2
INV 880.21
1
REFERENCE NOTES:
1 LIFT STATION DESIGN AND CONSTRUCTION TO BE BY OTHERS
UNDER SEPARATE CITY CONTRACT. STUB 10" PVC PIPE TO
LOCATION OF PROPOSED LIFT STATION AND CAP. INSTALL 4x4
WOOD POST AT STUB LOCATION.
2 FORCEMAIN TO BE INSTALLED AT SAME TIME AS ONEKA
PARKWAY UTILITIES. CONTRACTOR SHALL STUB FORCEMAIN
TO LOCATION SHOWN AND CAP. INSTALL 4x4 WOOD POST AT
STUB LOCATION.
24
12" DIP CL50 WM
MAINTAIN 7.5' MIN. COVER DEPTH
LEGEND
DENOTES SANITARY
SERVICE INVERT AT
D&U EASEMENT 10'
OUTSIDE R.O.W.
DENOTES SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES FINISHED
GRADE ELEVATION OF
SANITARY SERVICE AT
D&U EASEMENT.
WYE = X+XX
XXX.X
XXX.X
45° BENDS (2)
2
6" PVC C900 FORCEMAIN
6" PVC C900 FORCEMAIN
12" DIP CL50 WM
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"
100 2+003+00PC: 1+60.75
Mid: 1+76.58
PT: 1+92.42
0+00 1+00 2+00 3+00 4+00 5+00BP: 0+00.00CBMH-103 CBMH-102
CB-101
CBMH-104
FES-701
FES-702
SMH-422SMH-421
358 LF 8" PVC @ 0.40%344 LF 8" PVC @ 0.46%
911.8
WYE = 3+23
921.8
914.9
WYE = 0+30
924.9
917.7
WYE = 1+34
927.7
911.4
WYE = 0+70
921.4
912.5
WYE = 1+69
922.5
910.4
WYE = 0+59
920.4
913.1
WYE = 1+58
923.1
910.6
WYE =2+23
920.6
912.0
WYE = 3+37
922.0
916.1
WYE = 0+49
926.1
917.5
WYE = 1+43
927.5
910
920
930
900
905
910
915
920
925
930
935
0+00 919.01919.0921.61921.61+00 922.28922.3920.66920.72+00 918.88918.9919.24919.23+00 921.89921.9924.55924.64+00 926.49926.5926.48926.55+00CBMH-103CBMH-10215"SMH-421RIM 918.06INV 909.19 (N)INV 909.29 (E)358 LF 8" PVC SDR 35 @ 0.40%SMH-422RIM 922.32INV 910.72 (W)INV 910.82 (E)CBMH-104PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
WATERMAIN & SANITARY
SEWER - STREET A - STA
0+00 TO 5+00
HYDRANT
8x6 DIP TEE
6" GV & BOX
HYDRANT
8x6 DIP TEE
6" GV & BOX
8" DIP CL 52 WM
SEE SHEET 260 20'40'
S W
S W
S W S W S W S W
S W S W S WSW
25
MAINTAIN 7.5' MIN. COVER DEPTH
LEGEND
DENOTES
SANITARY
SERVICE INVERT
AT D&U
EASEMENT 10'
OUTSIDE R.O.W.
DENOTES
SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES
FINISHED GRADE
ELEVATION OF
SANITARY
SERVICE AT D&U
EASEMENT.
WYE = X+XX
XXX.X
XXX.X
LOWER WATERMAIN TO PROVIDE
VERTICAL SEPARATION FOR
SANITARY SERVICE TO LOT 1 BLOCK 5SEE SHEET 23NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER915.08" DIP CL
5
2
W
M
LOWER WATER SERVICE TO
PROVIDE 18" MIN. SEPARATION
FROM STORM SEWER AND INSULATE
2+003+005+00
6+00
7+00
8+00
9+00 10+00PC: 6+96.31PRC: 7+65.36PRC: 9+31.98CBMH-404
CBMH-405
CBMH-402
CBMH-403
CBMH-406
SMH-451
SMH-410SMH-424 SMH-411
SMH-423
917.9WYE = 12+13927.9917.7
WYE = 1+34
927.7 917.4
WYE = 1+98
927.4 916.7
WYE = 2+70
926.7 916.3
WYE = 3+29
926.3
915.6
WYE = 0+22
925.6
916.5
WYE = 1+25
926.5
917.5
WYE = 1+43
927.5 917.1
WYE = 2+10
927.1 916.0
WYE = 2+78
926.0 915.7
WYE = 0+02
925.7
915.6
WYE = 0+35
925.6
916.1
WYE = 1+31
926.1
900
910
920
930
940
890
895
900
905
910
915
920
925
930
935
940
926.48926.55+00 926.03926.0925.58925.66+00 925.12925.1924.75924.77+00 924.79924.8925.04925.08+00 925.29925.3925.49925.59+00 924.83924.8924.11924.110+00
344 LF 8" PVC SDR 26 @ 0.46%SMH-423RIM 924.74INV 912.50 (E)INV 912.40 (W)138 LF 8" PVC SDR 35 @ 0.43%SMH-424RIM 925.24INV 913.10 (W)SMH-410RIM 925.78INV 898.62 (E)INV 898.52 (N)94 LF 8" PVC SDR 26 @ 0.40%SMH-411RIM 924.25INV 899.10 (E)INV 899.00 (W)CBMH-403CBMH-404CBMH-405PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
WATERMAIN & SANITARY
SEWER - STREET A - STA
5+00 TO 10+00
HYDRANT
8x6 DIP TEE
6" GV & BOX
INSULATE
WM/STORM
CROSSING
11.25° BEND
11.25° BEND
11.25° BEND
8" DIP CL 52 WM
8x8 DIP CROSS
8" VALVE & BOX
8" VALVE & BOX
8" VALVE & BOX
11.25° BEND
SW
S W
S W
S W
S W
S W
S W
S W
S W
S W S W
S W
SEE SHEET 25SEE SHEET 27SEE SHEET 31 FOR INFORMATION ON
FAIROAKS AVENUE WATER AND SANITARY SEWER
26
0 20'40'
MAINTAIN 7.5' MIN. COVER DEPTH
LEGEND
DENOTES
SANITARY
SERVICE INVERT
AT D&U
EASEMENT 10'
OUTSIDE R.O.W.
DENOTES
SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES
FINISHED GRADE
ELEVATION OF
SANITARY
SERVICE AT D&U
EASEMENT.
WYE = X+XX
XXX.X
XXX.X
HYDRANT
8x6 DIP TEE
6" GV & BOX
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"
8" DIP CL 52 WM
0+001
0
+
0
0
11
+
0
0
12+00
13+00
14+0
0 15+00PT:
13+67
.31PC:
14+62
.12
CBMH-406
CBMH-407
CBMH-203
CBMH-202
CB-201
CBMH-205
CBMH-204
STMH-608
FES-408
FES-206
FES-607
SMH-411
SMH-441
SMH-443
SMH-442
SMH-412
SMH-413
9
9
L
F
8
"
P
V
C
@
0
.
4
0%
95 L
F
8
"
P
V
C
@
0
.
4
0
%
80 LF 8" PVC @ 0.41%70 LF 8"
P
V
C
@
0
.
4
0
%
136 L
F
8"
P
V
C
@
0.
4
0
%102 LF 8" PVC @ 0.40%
914.1
WYE = 0+53
924.1
914.5
WYE
=
0
+
2
6
924.5
914.4
WYE
=
0
+
6
8
924.4
915.0
WYE
=
1
+
2
9
925.0
914.9
WYE
=
0
+
6
0
924.9
914.9
WYE
=
0
+
2
0
924.9
915.1
WYE
=
0
+
3
4
925.1
914.1
WYE = 0+34
924.1
900
910
920
930
890
895
900
905
910
915
920
925
930
924.11924.110+00 923.39923.4922.68922.711+00 922.35922.4922.82922.812+00 923.43923.4923.76923.813+00 923.33923.3923.16923.214+00 923.43923.414+50CBMH-406CBMH-204CBMH-203CBMH-20299 LF 8" PVC SDR 26 @ 0.40%
95 LF 8" PVC SDR 26 @ 0.40%
60 LF 8" PVC SDR 35 @ 0.41%70 LF 8" PVC SDR 35 @ 0.40%
136 LF 8" PVC SDR 35 @ 0.40%SMH-412RIM 922.82INV 899.60 (NE)INV 899.50 (W)SMH-413RIM 922.62INV 910.64 (NE)INV 899.98 (SW)INV 900.08 (SE)SMH-441RIM 923.58INV 911.06 (N)INV 910.96 (SW)SMH-442RIM 923.50INV 911.45 (N)INV 911.34 (S)DROP INV 900.08 (NE)PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
WATERMAIN & SANITARY
SEWER - STREET A - STA
10+00 TO 15+00
INSULATE
WM/STORM
CROSSING
8" 11.25° BEND
8" 11.25° BEND
11.25° BEND
11.25° BEND
11.25° BEND
8
"
D
I
P
C
L
5
2
W
M
HYDRANT
8x6 DIP TEE
6" GV & BOX
INSULATE
WM/STORM
CROSSING
8" DI
P
C
L
5
2
W
M
8" DIP TEE
8" VALVE & BOX8" VALVE & BOX
INSULATE
WM/STORM
CROSSING
INSULATE
WM/STORM
CROSSING
8" 11.25° BEND8" 11.25° BEND SEE SHEET 28SEE SHEET 26SEE SHEE
T
33
27
0 20'40'
S W
S W
S W
S W
S W
S W
S W
INSTALL OUTSIDE DROP STRUCTURE PER CITY STANDARD DETAIL SS-2
LAST 20' OF PIPE BEFORE MANHOLE SHALL BE DIP
MAINTAIN 7.5' MIN. COVER DEPTH
LEGEND
DENOTES
SANITARY
SERVICE INVERT
AT D&U
EASEMENT 10'
OUTSIDE R.O.W.
DENOTES
SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES
FINISHED GRADE
ELEVATION OF
SANITARY
SERVICE AT D&U
EASEMENT.
WYE = X+XX
XXX.X
XXX.X
12"
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"
8" DIP CL 52 WM
15+00 16+0016+10PC: 14+62.12P
T
:
1
5
+
4
9
.
7
6
E
P
:
1
6
+
0
9
.
8
0
STMH-602
FES-603
SMH-444
SMH-443
102 L
F
8
"
P
V
C
@
0.
4
0
%
915.0
WYE = 0+
3
8
925.0
915.3
WYE =
0
+
7
7
925.3
9
1
4
.
2WY
E
=
0
+
8
9
9
2
4
.
2
914.7WYE = 0+82924.7915.1WYE = 0+66925.1914.6
WYE = 0+27
924.6
915.0
WYE = 1+29
925.0
910
920
930
900
905
910
915
920
925
930
935
923.43923.414+50 923.71923.715+00 924.00924.016+00 16+12
102 LF 8" PVC SDR 35 @ 0.40%SMH-443RIM 923.53INV 912.09 (NW)INV 911.99 (S)SMH-444RIM 924.11INV 912.50 (SE)PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
WATERMAIN & SANITARY
SEWER - STREET A - STA
15+00 17+00
8" 22.5° BEND
HYDRANT
6" GV & BOX
6" REDUCER
8" DI
P
C
L
5
2
W
M
28
0 20'40'SEE SHEET 27S W S W
S
WSW
S W
SWSWMAINTAIN 7.5' MIN. COVER DEPTH
LEGEND
DENOTES
SANITARY
SERVICE INVERT
AT D&U
EASEMENT 10'
OUTSIDE R.O.W.
DENOTES
SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES
FINISHED GRADE
ELEVATION OF
SANITARY
SERVICE AT D&U
EASEMENT.
WYE = X+XX
XXX.X
XXX.X
8" DIP CL 52 WM
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"
0+00 1+00 2+00 3+00 4+00
5+00CBMH-113
CBMH-114
CBMH-112
CB-111
FES-703
FES-704
SMH-403
SMH-402
309 LF 8" PVC SDR 26 @ 0.40%304 LF 8" PVC SDR 26 @ 0.40%
912.1
WYE = 1+28
922.1
910.0
WYE = 0+60
920.0
911.6
WYE = 2+24
921.6
909.5
WYE = 2+88
919.5
910.5
WYE = 1+39
920.5
910.5
WYE = 0+68
920.5
912.3
WYE = 1+40
922.3
910.3
WYE = 2+41
920.3
910.0
WYE = 0+84
920.0
911.5
WYE = 1+46
921.5
890
900
910
920
880
885
890
895
900
905
910
915
920
925
-0+50 917.00+00 918.68917.4920.01918.11+00 921.32917.8921.24914.92+00 919.65913.4917.98912.53+00 917.54911.5919.17913.54+00 920.49916.24+50CBMH-114SMH-402RIM 918.02INV 892.90 (E)INV 906.50 (S)INV 892.80 (N)INV 892.90 (W)CBMH-112CBMH-113309 LF 8" PVC SDR 26 @ 0.40%SMH-403RIM 917.75INV 894.44 (E)INV 894.13 (W)21"
48 LF 8" PVC SDR 26 @ 0.40%
CAP END OF PIPE
INV 893.14
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
WATERMAIN & SANITARY
SEWER - STREET B - STA
0+00 TO 5+00
HYDRANT
8x6 DIP TEE
6" GV & BOX INSULATE
WM/STORM
CROSSING
HYDRANT
8x6 DIP TEE
6" GV & BOX
8" DIP CL52 WM
29
0 20'40'SEE SHEET 30S W S W S W S W
S W S W S W S W S W
LOWER WATERMAIN TO MAINTAIN
18" MIN. VERTICAL SEPARATION
LEGEND
DENOTES SANITARY
SERVICE INVERT AT
D&U EASEMENT 10'
OUTSIDE R.O.W.
DENOTES SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES FINISHED
GRADE ELEVATION OF
SANITARY SERVICE AT
D&U EASEMENT.
WYE = X+XX
XXX.X
XXX.X
8" DIP C
L
5
2
W
M
6" PVC C900 FORCEMAIN
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER909.0RISER908.0RISER911.0RISER910.0RISER910.0RISER908.0RISER908.0RISER908.0RISER909.0LOWER WATER SERVICE TO
PROVIDE 18" MIN. SEPARATION
FROM STORM SEWER AND INSULATE
5+00
6+00
7+00
7+9
4
CB-301
CBMH-306
CBMH-304
CBMH-302
CBMH-303
SMH-404
SMH-405
SMH-406
910.5
WYE =
1
+
3
9
920.5
913.4
WYE =
2
+
1
8
923.4
913.7
WYE =
0
+
3
0
923.7
911.5
WYE =
1
+
4
6
921.5
913.0
WYE =
2
+
1
2
923.0
913.5
WYE =
0
+
0
3
923.5
912.9
WYE =
0
+
5
7
922.9
900
910
920
930
890
895
900
905
910
915
920
925
930
920.49916.24+50 921.44918.35+00 922.36917.4922.69916.66+00 922.13915.4921.48914.17+00 920.91913.98+00
304 LF 8" PVC SDR 26 @ 0.40%SMH-404RIM 922.61INV 895.74 (E)INV 895.64 (W)SMH-405RIM 921.40INV 896.22 (NE)INV 896.11 (W)91 LF 8" PVC SDR 26 @ 0.40%
75 LF 8" PVC SDR 26 @ 0.39%CBMH-303CBMH-304SMH-406PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
WATERMAIN & SANITARY
SEWER - STREET B - STA
5+00 TO 7+79
8" DI
P
C
L
5
2
W
M
22.5° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
30
0 20'40'SEE SHEET 29S W
S W
S W
S W
S W
S W
LEGEND
DENOTES SANITARY
SERVICE INVERT AT
D&U EASEMENT 10'
OUTSIDE R.O.W.
DENOTES SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES FINISHED
GRADE ELEVATION OF
SANITARY SERVICE AT
D&U EASEMENT.
WYE = X+XX
XXX.X
XXX.X
S W
SEE SHEET 32NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER909.0RISER910.0RISER912.0RISER911.0RISER912.0RISER910.0
|9+00PRC: 9+31.98
CBMH-404
CBMH-405
EX SMH
SMH-451
SMH-410
SMH-424
SMH-409
SMH-408
SMH-407
917.9
WYE = 1+24
927.9
919.4
WYE = 0+61
929.4
915.5
WYE = 0+24
925.5
WYE =
0
+
0
6
924.2
913.3
WYE =
0
+
3
4
923.3
915.8
WYE =
0
+
3
5
925.8
1+00
2+00
3+00
4+00
5+00
900
910
920
930
940
890
895
900
905
910
915
920
925
930
935
940
929.50+50 929.01930.71+00 928.03928.9927.06927.22+00 926.08926.2925.72926.13+00 926.14925.7925.74923.64+00 924.92921.6924.10917.35+00 923.28915.45+50
132 LF 8" PVC SDR 35 @ 0.40%
62 LF 8" PVC SDR 26 @ 0.40%SMH-408RIM 923.96INV 897.46 (S)INV 897.36 (NW)64 LF 8" PVC SDR 26 @ 0.40%SMH-409RIM 925.01INV 897.82 (S)INV 897.72 (N)173 LF 8" PVC SDR 26 @ 0.41%SMH-410RIM 925.78INV 898.62 (E)INV 898.52 (N)SMH-451RIM 926.69INV 917.23 (S)EX SMHRIM 929.23INV 916.70 (N)24" RCP
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN
WATERMAIN & SANITARY
SEWER - FAIROAKS
AVENUE - STA 0 TO 5+00
8" DIP CL52 WM
CONNECT TO EX. WM
8" GV & BOX
11.25° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
INSULATE
WM/STORM
CROSSING
CONNECT TO EXISTING SANITARY STUB
INV 916.75
HYDRANT
8x6 DIP TEE
6" GV & BOX
8x8 DIP CROSS
8" VALVE & BOX
8" VALVE & BOX
8" VALVE & BOX SEE SHEET 320 20'40'
31
LOWER WATERMAIN TO MAINTAIN
18" MIN. VERTICAL SEPARATION
SW
SW
SW
S W
S W
SEE SHEET 26 FOR INFORMATION ON
STREET A WATERMAIN AND SANITARY SEWER
MAINTAIN 7.5' MIN. COVER DEPTH
LOWER WATERMAIN TO MAINTAIN
18" MIN. VERTICAL SEPARATION
LEGEND
DENOTES SANITARY
SERVICE INVERT AT
D&U EASEMENT 10'
OUTSIDE R.O.W.
DENOTES SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES FINISHED
GRADE ELEVATION OF
SANITARY SERVICE AT
D&U EASEMENT.
WYE = X+XX
XXX.X
XXX.X
8" DIP CL52 WM
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"RISER913.0RISER914.0RISER912.0
913.8BOX7915.1BOX77+007+946+00
7+00
8+00
9+00
10
+
0
0PT:
6+47
.36PC:
6+64
.30PT: 9+50.32CB-301
CBMH-306
CBMH-304
CBMH-307
CBMH-302
CBMH-303
CBMH-312
CB-310
CBMH-311
SMH-407
SMH-405
SMH-406
SMH-431
SMH-432
SMH-433
SMH-434
911
.
3
WY
E
=
0
+
1
1
921
.
3
910
.
7
WY
E
=
0
+
2
1
920
.
7
910
.
0
WY
E
=
0
+
0
3
920
.
0
914.2
WYE = 0+06
924.2
6+00
7+00
8+00
9+00
10
+
0
0
900
910
920
930
890
895
900
905
910
915
920
925
930
923.28915.45+50 922.46914.46+00 921.64914.0920.98914.27+00 920.65915.4920.36914.98+00 920.08914.5919.79914.89+00 919.51916.0919.22917.610+00 10+50SMH-433RIM 919.90INV 908.14 (N)INV 908.04 (S)65 LF 8" PVC SDR 35 @ 0.40%SMH-432RIM 920.28INV 907.78 (N)INV 907.68 (SE)64 LF 8" PVC SDR 35 @ 0.40%SMH-431RIM 920.64INV 907.42 (NW)INV 907.31 (SE)58 LF 8" PVC SDR 35 @ 0.40%SMH-406RIM 921.30INV 907.00 (NW)INV 896.51 (SW)INV 896.61 (SE)101 LF 8" PVC SDR 26 @ 0.39%SMH-407RIM 922.93INV 897.11 (SE)INV 897.01 (NW)CB-301CBMH-303CBMH-304CBMH-307CBMH-312CBMH-311CBMH-30277 LF 8" PVC SDR 35 @ 0.40%
26 LF 8" PVC SDR 35 @ 0.40%SMH-434RIM 919.44INV 908.45 (S)INV 908.55 (N)DROP INV 896.61 (NW)PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTSN8" DIP
C
L
5
2
W
M
INSULATE
WM/STORM
CROSSING
STUB WM FOR
FUTURE
CONNECTION
8" DIP PLUG
HYDRANT
8x6 DIP TEE
6" GV & BOX
8x8 DIP TEE
8" VALVE & BOX
8" VALVE & BOX
8" VALVE & BOX
11.25° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
11.25° DIP BEND
S W
S W
S
W
SW
INSTALL OUTSIDE DROP STRUCTURE
PER CITY STANDARD DETAIL SS-2
MAINTAIN 7.5' MIN. COVER DEPTH
0 20'40'
32
WATERMAIN & SANITARY
SEWER - FAIROAKS
AVENUE - STA 5+00 TO 10SEE SHEET 31LEGEND
DENOTES SANITARY
SERVICE INVERT AT
D&U EASEMENT 10'
OUTSIDE R.O.W.
DENOTES SANITARY
SERVICE WYE
DISTANCE FROM
DOWNSTREAM
MANHOLE.
DENOTES FINISHED
GRADE ELEVATION OF
SANITARY SERVICE AT
D&U EASEMENT.
WYE = X+XX
XXX.X
XXX.X
NOTE: INSULATE WATERMAIN OR WATER SERVICES WHEN
SEPARATION BETWEEN STORM SEWER IS LESS THAN 36"
HYDRANT
8x6 DIP TEE
6" GV & BOX
RISER913.0
0
+
0
0
1+00 2+00 2+1712+00CBMH-203
CB-502
CBMH-205
CBMH-204
CBMH-504
CBMH-503
STMH-608
FES-206
FES-505
SMH-413
SMH-414 SMH-415
0
+
0
0
1+00 2+00 2+17
900
910
920
930
890
895
900
905
910
915
920
925
930
-2.02%
-0.50%922.60921.90+00 921.83924.0921.58927.51+00 921.34924.7921.09921.22+00 2+18SMH-413RIM 922.62INV 910.64 (NE)INV 899.98 (SW)INV 900.08 (SE)SMH-414RIM 921.54INV 900.61 (E)INV 900.51 (NW)SMH-415RIM 921.06INV 901.00 (W)INV 901.10 (E)96 LF 8" PVC @ 0.41%
107 LF 8" PVC @ 0.40%
12 LF 8" PVC @ 0.42%CBMH-504PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
WATERMAIN &
SANITARY SEWER -
STREET C - STA 0 TO
3+00
11.25° DIP BEND
8" DIP CL 52 WM
STUB WM FOR FUTURE CONNECTION
8" DIP PLUG
INSTALL AIR-RELEASE SYSTEM PER CITY DETAIL HU-W-6
11.25° DIP BEND
11.25° DIP BENDSEE SHEET 27STUB SANITARY SEWER FOR FUTURE CONNECTION
8" PVC CAP
0 20'40'
33SW8" DIP CL 52 WM
BASEMENT FLOOR
3' HOLD DOWN
AT SETBACK
GFE
2:1
FINISHED GRADE
25'25'27'
10'
SUITABLE BEARING SOIL (TYP.)
ENGINEERED FILL1:11:
1
SUITABLE BEARING SOIL (TYP.)
ENGINEERED FILL
PER GRADING PLAN
13'14'
ENGINEERED FILL
18'
CL ROADWAY R.O.W
3'
HOLD DOWN ELEVATION
TO MATCH LOW FLOOR ELEVATION
UNLESS OTHERWISE NOTED
BEGIN HOLD DOWN
AT D AND U EASEMENT
10'
27'25'25'
BEGIN HOLD DOWN
D AND U EASEMENT
3' HOLD DOWN
AT SETBACK
2:
1
FINISHED GRADE
BASEMENT FLOOR
SUITABLE BEARING SOIL (TYP.)
ENGINEERED FILL
1:1
1:
1
SUITABLE BEARING SOIL (TYP.)
ENGINEERED FILL
PER GRADING PLAN
18'
13'14'
ENGINEERED FILL
CL ROADWAY R.O.W
GFE
3'
HOLD DOWN ELEVATION
TO MATCH LOW OPENING
ELEVATION UNLESS
OTHERWISE NOTED
CONTINUE 2' HOLD DOWN
THROUGHOUT HOUSE PAD AREA
D AND U EASEMENT (TYP)
FFEGFE
BASIN HOLD DOWN
D AND U EASEMENT
10'
27'25'25'15'2' HOLDDOWN
AT SETBACK
BASEMENT FLOOR
13'14'
SUITABLE BEARING SOIL (TYP.)
ENGINEERED FILL1:11
:
1
SUITABLE BEARING SOIL (TYP.)
ENGINEERED FILL
PER GRADING PLOT
ENGINEERED FILL
CL ROADWAY R.O.W
3'
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
GRADING DETAILS
34
1
34
FULL BASEMENT (FB)
NTS
2
34
LOOK OUT (LO)
NTS
3
34
WALK OUT (WO)
NTS
27'
15'
2%
R/W R/W
SEE DETAIL 6,
TYPICAL PAVEMENT SECTION
SURMOUNTABLE C&G
27'
15'
2%
6' BOULEVARD
5' CONC. WALK
54' ROW
4%2%
SEE GRADING PLAN
BEYOND R/W
GRADE VARIES
SEE GRADING
P
L
A
N
27'
15'
2%
R/W R/W
SEE DETAIL 6,
TYPICAL PAVEMENT SECTION
SURMOUNTABLE C&G
27'
15'
2%
8' BITUMINOUS TRAIL
4.5' BOULEVARD
54' ROW
2%
1' OFF R/W
4%
1.2' OFFSET
17.17'
2%
R/W
SEE DETAIL 6,
TYPICAL PAVEMENT SECTION
B618 CONCRETE C&G
17.17'
2%
12.5' BOULEVARD
6' CONC. WALK
R/W
90' ROW
12.5' BOULEVARD
10' BITUMINOUS TRAIL
VARIES VARIES
3:1 MAX
-2%3%3%2%
27'
15'
2%
R/W R/W
SEE DETAIL 6,
TYPICAL PAVEMENT SECTION
SURMOUNTABLE C&G
27'
15'
2%
54' ROW
6' BOULEVARD
-2%
5' CONC. WALK
3:1 MAX
3:1 MA
X
3' BOULEVARD
27'
15'
2%
R/WR/W
SEE DETAIL 6,
TYPICAL PAVEMENT SECTION
SURMOUNTABLE C&G
27'
15'
2%
8' BITUMINOUS TRAIL
4.5' BOULEVARD
54' ROW
2%
1' OFF R/W
4%
1.2' OFFSET
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
DETAIL A
1 1
2" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C)
SPWEA240C (PG 58-28), MNDOT 2360
2357 BITUMINOUS TACK COAT
2 1
2 " TYPE SP 12.5 BITUMINOUS NON-WEARING COURSE MIXTURE (2,C)
SPWEB230C (PG58-28), MNDOT 2360
8" AGGREGATE BASE (CLASS 5 OR SALVAGED/RECYCLED MATERIAL
MEETING CLASS 5 GRADATION), MNDOT 3138
24" SELECT GRANULAR EMBANKMENT, MNDOT 3149
MINIMUM PAVEMENT DESIGN STANDARD:
ACTUAL PAVEMENT DESIGN SHALL BE BASED ON SUBGRADE SOIL R
VALUE AND PROJECTED ESAL (TRAFFIC)
12" APPROVED SUBGRADE
1
35
STREET SECTION - STREET A, STREET B
NTS
TYPICAL PAVEMENT
SECTIONS
35
2
35
STREET SECTION - FAIROAKS AVE
NTS
3
35
STREET SECTION - ONEKA PARKWAY
NTS
4
35
STREET SECTION - STREET A, STREET B (WETLAND SECTION)
NTS
5
35
STREET SECTION - STREET A STA 9+22 TO 11+53, STREET C
NTS
6
35
TYPICAL PAVEMENT SECTION
NTS
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
DETAILS
36
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
DETAILS
37
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
DETAILS
38
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
DETAILS
39
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
DETAILS
401
C16
FILTRATION BASIN - TYP SECTION
NTS
4:1 SLOPE MAX
FILTRATION MEDIA
MPCA MIX TYPE C
12"4" PERF. HDPE 1
4" WASHED PEA GRAVEL
4:
1
S
L
O
P
E
M
A
X
3
:
1
S
LOPE
MAX
6" CLAY LINER
12" TOPSOIL
POND BOTTOM
SEE GRADING PLAN
EXTEND CLAY LINER A
MINIMUM OF 1FT ABOVE
NORMAL WATER LEVEL
10'
10:1 SAFETY BENCH
NORMAL WATER LEVEL
SEE GRADING PLAN
INTAKE PIPE FOR IRRIGATION PUMPS
INTAKE INVERT
SEE GRADING PLAN
2
C16
STORMWATER POND - TYPICAL SECTION
NTS
HAALA PS60-72S SKIMMER GRATE
12" RCP INLET
12" RCP OUTLET
KEYED PRECAST WEIR
SEE WEIR SECTION FOR
MORE INFO
60"
1
C16
POND OUTLET STRUCTURE - POND 1 & 2
NTS
60"
WEIR SECTION
PROVIDE PRECAST WEIR WALL WITH ORIFICE
MANHOLE SECTION
WEIR ORIFICE
POND 1 - 10" DIA - INV=911.50
POND 2 - 8" DIA - INV=917.00
TOP OF WEIR WALL
POND 1 = 913.50
POND 2 = 919.90
POND 1 INV=908.00
POND 2 INV=915.00
POND 1 INV=911.40
POND 2 INV=917.00
POND 1 RIM=914.00
POND 2 RIM=920.00
GEOTEXTILE FABRIC
||90
918.9
MAP8
919.4
ASH7919.2
ASH7919.1
ASH14
930.3ASH10930.5ASH12930.4
ASH10-2
930.6
OAK15
911.9
WIL8
WETLAND
WETLAND
||90
918.9
MAP8
919.4
ASH7919.2
ASH7919.1
ASH14
930.3ASH10930.5ASH12930.4
ASH10-2
930.6
OAK15
911.9
WIL8
WETLAND
WETLAND
TOT LOT
BENCH, TYP.
6' WALK
TRASH
1
Qb
1
CA2
1
Uw
1
Co
1
Uw
1
Tr
1
Qr
1
CA2
1
Qb
1
Qr
1
Qr 1
Co
1
Tr 1
Uw
1
CA2
1
Co
1
Qr
1
CA2
1
CA2
1
Tr
1
Co
1
CA2
1
Qr
1
Co
1
Co
1
Tr
1
Uw
1
Qb
1
Qb
1
CA2
1
Qr
1
Tr
1
Uw
1
CA2
1
Qb
1
Co
1
Tr
1
Co
1
Uw
1
CA2
1
Qr
1
Qb
Qr
1 Co
1
Qb
1
1
Co
1
Qb
CA2
1
Tr
1
1
Tr
Co
1
1
Tr Qr
1
Tr
1
Uw
1
Tr
1
1
CA2
1
Qb
1
CA2
CA2
1
Qb
1
1
Qr
1
Co
Qr
1
Uw
1
Qb
1
Tr
1
Qr
1
Qr
1
Co
1
1
Co1
Tr
1
Qr
Tr
1
1
Tr
1
Uw
1
CA2
1
Co
1
Qb
Qr
1
1
Qr
1
CA2
1
Uw
1
Uw
1
Qb
1
CA2
1
Qr
1
Co
1
Tr
1
Qb
1
Co
1
CA2
1
CA2
1
Qr
1
Uw
Qb
1
1
Qr
1
Co
1
CA2
1
CA2
1
Uw
1
Qb
1
Qb
1
Tr
1
Uw
1
CA2
1
Co
1
Co
1
CA2
1
Tr
1
Pd1
Qb
1
Pd
Pd
1 Ab
3
Ab
2
Qr
1
Co
1
2
Pn
1
Qb
Uw
3
Uw
1
Tr
1
1
Uw
1
Qb
Qb
1
Co
1
1
Qr
1
Uw
Pd
1
1
Qr
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
N
0 50'100'
LANDSCAPE PLAN
41
CODE REVIEW
1.TWO OVERSTORY DECIDUOUS SHADE TREES
SHALL BE IN THE FRONT YARD OF EACH HOME
SITE.
39
3
39
2
39
1
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
ADJACENT PROPERTY
BUILDING SETBACKS
PARKING SETBACK
DRAINAGE AND UTILITY
EASEMENT
PROPOSED CONCRETE C&G
PROPOSED TREE
PROPOSED SHRUB
SHREDDED HARDWOOD MULCH
NC
17
SP
1
SP
1
PP
3
ET
5
ET
5
NC
17
SP
1
SP
1
PP
3
ET
5
ET
5
NC
17
ET
5
ET
5
SP
1
NC
17
ET
5
ET
5
SP
1
SP
1
PP
3
SP
1
PP
3
4
SP
16
NC
8
ET
8
FE
15
FE
27
CA
SP
4
NC
16
ET
8
FE
8
FE
15
CA
27
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
ADJACENT PROPERTY
BUILDING SETBACKS
PARKING SETBACK
DRAINAGE AND UTILITY
EASEMENT
PROPOSED CONCRETE C&G
PROPOSED SHRUB
SHREDDED HARDWOOD MULCH
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
LANDSCAPE
42
SCALE:1 SOUTH ENTRANCE PLANT BEDS
1" = 10'SCALE:2 NORTH ENTRANCE PLANT BEDS
1" = 10'SCALE:3 TOT LOT PLANT BEDS
1" = 10'
STREET A
STREET B
STREET BFAIROAKS AVEONEKA PKWY NONEKA PKWY NNNN
ENLARGEMENTS
PLANT BED EDGER
SEE DETAIL 2/40
PLANT BED EDGER
SEE DETAIL 2/40 PLANT BED EDGER
SEE DETAIL 2/40
PLANT BED EDGER
SEE DETAIL 2/40
PLANT BED EDGER
SEE DETAIL 2/40
PLANT BED EDGER
SEE DETAIL 2/40
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
LANDSCAPE
43
SCALE:1 SHRUB PLANTING DETAIL
N.T.S.
DETAILS
MIN.
6"
LAWN SURFACE
UNDISTURBED OR COMPACTED SOIL
PLANTING SOIL
LINE OF PLANTING PIT WHEN
PLANTED INDIVIDUALLY
UNDISTURBED OR COMPACTED SOIL
3" DEPTH SHREDDED HARDWOOD MULCH
PAVED SURFACE, IF APPLICABLE
NOTE:
-3" DP. SHREDDED HARDWOOD MULCH SHALL BE
USED IN ALL LANDSCAPE PLANTINGS AREAS
AND UNDER TREES ISOLATED FROM PLANTING
AREAS UNLESS IDENTIFIED OTHERWISE.
-MULTI-STEM TREES SHALL NOT RECEIVE
STAKING. THEY SHALL CONFORM TO ALL
OTHER DECIDUOUS TREE PLANTING
REQUIREMENTS.
2"12"-18"CENTER TREE IN HOLE, UPRIGHT
SINGLE STRAIGHT LEADER
TREE TIE SECURED TO STAKE. SECURE
TO TREE WITH ANTI-CHAFFING MATERIAL.
ALLOW FOR MOVEMENT OF TREE.
WRAP TREE WITH TREE WRAPPING
MATERIAL AS SPECIFIED TO 1ST
BRANCH
LAWN OR PLANTING BED EDGE
(SPADE EDGE IN ALL LAWN AREAS)
6" MIN. DIA. EARTH SAUCER
(2) TREE STAKES DRIVEN A MIN. 2'
BELOW GRADE (NW & SW)
3" DEPTH HARDWOOD MULCH
3" HEIGHT TAMPED WATER
BASIN AT EDGE OF EARTH
SAUCER
FINISHED GRADE
REMOVE BURLAP,
TWINE, ROPE AND
WIRE FROM TOP HALF
OF ROOTBALL
PLANTING SOIL
MOUND MIN. 6"
UNDISTURBED OR COMPACTED SOIL
AFTER EXPOSING
TREE ROOT FLAIR,
PLANT SO ROOT
FLAIR IS AT 2"
ABOVE ADJACENT
FINISH GRADE
NORTHWEST
PREVAILING
WINDS
SOUTHEAST
PREVAILING
WINDS
TREE TIE SECURED TO
STAKE. SECURE TO
TREE WITH
ANTI-CHAFFING
MATERIAL. ALLOW FOR
MOVEMENT OF TREE.
(2) TREE STAKES DRIVEN A MIN. 2'
BELOW GRADE (NW & SE)
PLAN VIEW OF TREE STAKING
NOT TO SCALE
3
X
ROO
T
B
A
L
L
HARDWOOD MULCH
LAWN
2"
NOTE:
-3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN
ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES
ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED
OTHERWISE.
UNDISTURBED OR COMPACTED SOIL
PLANTING SOIL
MOUND MIN. 6"
REMOVE BURLAP, TWINE,
ROPE AND WIRE FROM
TOP HALF OF ROOTBALL
FINISHED GRADE
LAWN OR PLANTING BED EDGE
(SPADE EDGE IN ALL LAWN
AREAS)
6' MIN. DIA. EARTH SAUCER
3" HEIGHT TAMPED WATER
BASIN AT EDGE OF EARTH
SAUCER
TREE TIE SECURED TO DUCKBILL
ANCHOR WITH TURNBUCKLE.
SECURE TO TREE WITH
ANTI-CHAFFING MATERIAL. ALLOW
FOR MOVEMENT OF TREE.
3" DEPTH HARDWOOD MULCH
SINGLE STRAIGHT LEADER
CENTER TREE IN HOLE, UPRIGHT
AFTER EXPOSING
TREE ROOT FLAIR,
PLANT SO ROOT
FLAIR IS AT 2"
ABOVE ADJACENT
FINISH GRADE
NORTHWEST
PREVAILING
WINDS
SOUTHEAST
PREVAILING
WINDS
PLAN VIEW OF TREE STAKING
NOT TO SCALE
3
X
ROO
T
B
A
L
L
HARDWOOD MULCH
LAWN
TREE TIE SECURED TO
DUCKBILL ANCHOR
WITH TURNBUCKLE.
SECURE TO TREE
WITH ANTI-CHAFFING
MATERIAL. ALLOW FOR
MOVEMENT OF TREE.
LAWN
PLANTING BE
D
BOUNDARY BETWEEN LAWN AND
PLANTING AREA AS SHOWN ON PLAN
BLACK PLASTIC LANDSCAPE EDGING 5" WIDE, 1"
V-HOOK AT BASE AND 1" DIA. BEAD ON TOP
9" MIN. LANDSCAPE EDGING
STAKE 45° EVERY 5'
3" DP. MULCH
PLANTING SOIL
SUBGRADE
6" DEEP
SHOVEL CUT
NOTE:
-FOR MULTIPLE PIECES OF EDGING, CONNECT WITH 6"
MIN. PLUG. STAKE EACH SIDE OF THE EDGING 12" MAX
FROM THE POINT OF CONNECTION.
45°
SCALE:2 PLANT BED EDGER DETAIL
N.T.S.
SCALE:3 DECIDUOUS TREE PLANTING DETAIL
N.T.S.
SCALE:4 EVERGREEN TREE PLANTING DETAIL
N.T.S.
TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL
Ab 6 BALSAM FIR B&B 6` HT.
ABIES BALSAMEA
CA2 23 AMERICAN HORNBEAM B&B 2 - 1/2" CAL.
CARPINUS CAROLINIANA
Co 23 COMMON HACKBERRY B&B 2 - 1/2" CAL.
CELTIS OCCIDENTALIS
Pd 5 BLACK HILLS WHITE SPRUCE B&B 6` HT.
PICEA GLAUCA 'DENSATA'
Pn 3 AUSTRIAN PINE B&B 6` HT.
PINUS NIGRA
Qb 22 SWAMP WHITE OAK B&B 2 - 1/2" CAL.
QUERCUS BICOLOR
Qr 23 RED OAK B&B 2 - 1/2" CAL.
QUERCUS RUBRA
Tr 20 REDMOND AMERICAN LINDEN B&B 2 - 1/2" CAL.
TILIA AMERICANA 'REDMOND'
Uw 21 NEW HORIZON ELM B&B 2 - 1/2" CAL.
ULMUS JAPONICA X PUMILA 'NEW HORIZON'
SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE
CA 54 TINY TORTUGA TURTLEHEAD POT 1 GAL.
CHELONE OBLIQUA 'ARMTIPP02' TM
ET 56 KISMET YELLOW CONEFLOWER POT 1 GAL.
ECHINACEA X 'TNECHKY' TM
FE 46 ELIJAH BLUE FESCUE POT 1 GAL.
FESTUCA GLAUCA 'ELIJAH BLUE'
NC 100 CATMINT POT 1 GAL.
NEPETA FAASSENII
PP 12 DWARF MUGO PINE POT 5 GAL.
PINUS MUGO 'PUMILIO'
SP 16 PRAIRIE PETITE COMMON LILAC POT 3 GAL.
SYRINGA VULGARIS 'PRAIRIE PETITE'
PLANT SCHEDULE
GENERAL LANDSCAPE NOTES
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
LANDSCAPE
44
DETAILS
1.LANDSCAPE CONTRACTOR SHALL VISIT
THE PROJECT SITE PRIOR TO
SUBMITTING A BID TO BECOME
COMPLETELY FAMILIAR WITH SITE
CONDITIONS.
2.ALL ROUGH AND FINISH GRADING TO BE
DONE BY OTHERS.
3.NO PLANTING SHALL BE INSTALLED
UNTIL ALL GRADING, BUILDING,
CONSTRUCTION & UTILITY WORK HAS
BEEN COMPLETED IN THE AREAS TO BE
PLANTED.
4.IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO IDENTIFY ALL
UNDERGROUND CABLES, CONDUITS,
WIRES, ETC., ON THE PROPERTY.
5.IF THERE IS A DISCREPANCY BETWEEN
THE NUMBER OF PLANTS SHOWN ON
THE PLAN AND THE NUMBER OF PLANTS
SHOWN IN THE PLANT LIST, THE
NUMBER OF PLANTS SHOWN ON THE
PLAN WILL TAKE PRECEDENCE.
6.ALL PROPOSED PLANT MATERIAL SHALL
BE LOCATED CAREFULLY AS SHOWN ON
THE PLAN. IF THE CONTRACTOR
BELIEVES AN ERROR HAS BEEN MADE
REGARDING SPACING OR LOCATION OF
THE PLANT MATERIAL INDICATED ON
THE PLAN, NOTIFY THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
7.THE CONTRACTOR IS RESPONSIBLE
FOR COMPLETE MAINTENANCE OF THE
PLANT MATERIAL (WATERING,
SPRAYING, FERTILIZING, MOWING, ETC.)
UNTIL THE WORK HAS BEEN ACCEPTED,
BY THE OWNER.
8.THE CONTRACTOR IS RESPONSIBLE
FOR ALL REPAIRS TO PROPERTY
DAMAGE FROM PLANTING OPERATIONS
AT NO COST TO THE OWNER.
9.ALL NEWLY PLANTED PLANT MATERIAL
SHALL BE GUARANTEED THROUGH ONE
CALENDAR YEAR STARTING FROM THE
DATE OF ACCEPTANCE ESTABLISHED
BY THE OWNER.
10.THE CONTRACTOR SHALL MEET WITH
THE OWNER OR OWNERS
REPRESENTATIVE ON SITE WHEN THEY
FEEL THE PROJECT IS COMPLETE
ACCORDING TO THE CONTRACT
DOCUMENTS. IF ALL WORK IS
SATISFACTORY AND COMPLETE
ACCORDING TO THE CONDITIONS OF
THE CONTRACT DOCUMENTS, THEN
THE OWNER MUST DECLARE THE
PROJECT COMPLETE. THIS
DECLARATION WILL CONSTITUTE AS
THE BEGINNING OF THE ONE (1) YEAR
WARRANTEE PERIOD FOR ALL PLANT
MATERIAL. THE OWNER SHALL
PROVIDE A LETTER WITH SIGNATURE
STATING THE DATE OF ACCEPTANCE.
11.WIND BURN OR OTHERWISE DAMAGED
PLANT MATERIAL WILL NOT BE
ACCEPTED.
12.THE PRACTICE OF STAKING SHOULD
NOT ALLOW NAILS, SCREWS, WIRES,
ETC. TO PENETRATE THE OUTER
SURFACE OF THE TREES.
13.THE CONTRACTOR WILL BE
RESPONSIBLE FOR THE REMOVAL OF
ALL TREE STAKES, GUYS, STRAPS AND
TRUNK PROTECTION MEASURES
FOLLOWING THE COMPLETION OF THE
WARRANTEE PERIOD OR AS DIRECTED
BY THE OWNER.
14.LANDSCAPE CONTRACTOR IS
REQUIRED TO PROVIDE THE OWNER
WITH MAINTENANCE INFORMATION
DURING THE GUARANTEE PERIOD
RELATING TO WATERING, FERTILIZING,
PRUNING, PEST CONTROL, AND
RELATED ITEMS. THIS WILL BE
PREPARED AND DELIVERED TO THE
OWNER AFTER PROVISIONAL
INSPECTION APPROVAL HAS BEEN
GIVEN BY THE OWNER AND/OR
LANDSCAPE ARCHITECT.
15.INSTALL CORRUGATED PLASTIC TREE
GUARDS, WHITE IN COLOR, WITH THE
SIZE OF TUBE 1" DIA. (MIN.) LARGER
THAN THE CALIPER OF THE TREE TO BE
PROTECTED.
16.CONTRACTOR TO FURNISH & STALL
PLASTIC EDGING AS SHOWN ON THE
PLANS & DETAILS. PLASTIC EDGING
SHALL BE MEDIUM DENSITY
POLYETHYLENE WITH U.V. INHIBITOR,
BLACK IN COLOR, WITH A TOTAL DEPTH
OF 5” (1” DIA. TOP AND 4” SHAFT WITH
1.5” V EVERY 3-1/2 FEET OF EDGING.
17.LANDSCAPE BED MULCH SHALL BE
SHREDDED HARDWOOD MULCH.
MULCH SHALL BE INSTALLED AT A
DEPTH OF 3" WITH NO WEED BARRIER
LANDSCAPE FABRIC.
18.3" DEPTH SHREDDED HARDWOOD
MULCH SHALL BE INSTALLED UNDER
ALL TREES AND SHRUBS THAT ARE
ISOLATED FROM GROUNDCOVER
AREAS AND GENERAL SHRUB MASSES.
19.CALIPER OF TREES UP TO AND
INCLUDING 4" SHALL BE MEASURED AT
6" ABOVE GROUND LEVEL, AND 12"
ABOVE GROUND LEVEL FOR LARGER
SIZES.
20.FOR BALLED & BURLAP PLANT
MATERIAL, REMOVE THE TOP HALF OF
THE BURLAP FROM THE ROOT BALL.
WIRE CAGES, STRAPS, ETC. SHALL BE
REMOVED FROM THE TOP HALF OF THE
ROOTBALL BEFORE INSTALLATION.
21.ALL CONTAINER MATERIAL SHALL HAVE
BEEN GROWN IN CONTAINER FOR A
MINIMUM OF 6 MONTHS PRIOR TO
INSTALLATION.
22.SHRUBS AND GROUNDCOVER SHALL BE
PLANTED A MINIMUM OF ONE HALF
THEIR ON-CENTER SPACING FROM
PAVING EDGE UNLESS OTHERWISE
NOTED.
23.DECIDUOUS SHRUBS SHALL HAVE
MINIMUM OF FIVE (5) CANES AT
SPECIFIED HEIGHT UNLESS OTHERWISE
NOTED IN PLANT SCHEDULE.
24.ALL PERENNIAL BEDS TO RECEIVE
ROCK MULCH SHALL HAVE LANDSCAPE
FABRIC INSTALLED WITH HOLES FOR
PLANTS CUT 2.5 TIMES THE DIAMETER
OF THE CONTAINER.
25.ANNUALS TO BE PLANTED NO LATER
THAN 15 JUNE AS PER PLAN. ANY
ANNUAL PLANTING DONE AFTER JUNE
15 MUST HAVE PLANT MATERIAL
APPROVED BY OWNER / LANDSCAPE
ARCHITECT.
26.LANDSCAPE CONTRACTOR SHALL
PROVIDE AND INSTALL NURSERY
GROWN PLANT MATERIAL CONFORMING
TO THE REQUIREMENTS AND
RECOMMENDATIONS OF THE LATEST
EDITION OF ANSI Z60.1 STANDARDS
UNLESS OTHERWISE NOTED IN THE
PLANS OR SPECIFICATIONS.
PLOTTED:COMM. NO.
DRAWING NO.
----17004
ONEKA PRAIRIE
1 3 6 0 5 1 s t A v e n u e N . #1 0 0
P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m
P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0
A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C
DRAWING TITLE
CHECKED BY:DRAWN:DESIGNED:
ATJRAT
04/11/2023
REVISION LOG
DESCRIPTION OF REVISIONSNO.DATE
SOUTHWIND HOLDINGS, LLC
CONSTRUCTION DOCUMENTS
51317
ADAM THIELE, PEPRINT NAME:
SIGNATURE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
DATE:LICENSE NO.04/11/2023
1 5/15/23 REVISED PER CITY COMMENTS
2 5/31/23 REVISED PER CITY COMMENTS
ONEKA PARKWAY -
CROSS SECTIONS
FINISHED GRADE (TYP)
EXISTING GRADE (TYP)
45
K:\021158-000\Admin\Permits\21.26 Goodview Estates\CombinedUpdatedApp\Memo - Hugo City Council - 21.26GoodviewEstates_Replacement and Sequencing
Approval_053023.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum
To: Tom Weidt, City of Hugo Mayor
Becky Petryk, City of Hugo Council Member
Phil Klein, City of Hugo Council Member
David Strub, City of Hugo Council Member
Mike Miron, City of Hugo Council Member
CC: Rachel Juba, Community Development Director
From: Tony Havranek, WSB
Date: May 30, 2023
Re: City Project No. 21.26- Goodview Estates, Wetland Replacement Plan Amendment
I have drafted this memo regarding a MN Joint Application Form for Activities Affecting Water
Resources in Minnesota to impact additional wetland areas associated with the Goodview
Estates Project.
Hugo City Council approved a wetland replacement plan for the project on August 1, 2022. This
approval included impacts to 0.53 acres of wetland and required replacement with wetland bank
credits using wetland bank #1722 which is in the same major watershed and bank service area.
Additional design requirements for storm water and lot size resulted in an additional 0.11 acres of
wetland since the original approval.
MN Rule 8420.0255 required a new application and subsequent notice of application and
decision as the new impacts:
•Increased by more than 10%
•Were part of a different wetland, and
•Were more than 500 feet from the location of the previously approved wetland impacts
Proposed impacts are within relatively low quality wetlands and the application satisfies
requirements under the wetland conservation act (WCA).
The Hugo WCA Technical Evaluation Panel (TEP) have not provided comments or a
recommendation to date, but the application was discussed at a TEP meting held on April 28,
2023, at which no recommendation was made to deny.
Based on the application materials submitted by the applicant and subsequent review of those
materials against MN Rule 8420, the Wetland Conservation Act (WCA), the applicant has met all
of the rule requirements for wetland impact sequencing and replacement.
I recommend approval of this application for wetland impacts sequencing and replacement.
G.19
Hugo City Council
May 30, 2023
Page 2
K:\021158-000\Admin\Permits\21.26 Goodview Estates\CombinedUpdatedApp\Memo - Hugo City
Council - 21.26GoodviewEstates_Replacement and Sequencing Approval_053023.docx
Attachments:
Goodview Estates Wetland Impact Figure showing previously approved wetland impacts and
proposed
123456789101112131415161312111098765417123121234567891012345672456789OUTLOTA81OUTLOTBWETLAND B0.38-ACRE IMPACTWETLAND C0.05-ACRE IMPACTWETLAND F 0.17-ACRE IMPACTWETLAND G0.05-ACRE IMPACTCULVERTREPLACEMENTCULVERTREPLACEMENTNO IMPACT(WETLAND A)241312
Agenda Number: G.20
CITY OF HUGO
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Max Gort, Associate Planner
SUBJECT: Benjamin and Kindra Lesnau – Encroachment agreement to allow a sport court
within a drainage and utility easement on property located at 16212 Empress
Avenue North.
DATE: June 7th, 2023 for the City Council meeting of June 12, 2023
ZONING: Planned Unit Development (PUD)
LAND USE: Low Density Residential (LD)
60-DAY REVIEW DEADLINE: August 5, 2023
1.DESCRIPTION OF REQUEST:
The applicant has requested an encroachment agreement to allow construction of a sport court
within a drainage and utility easement on property located at 16212 Empress Avenue North. The
Senior Engineering Technician has reviewed the location of the sport court and is comfortable
with the request.
2.CONCLUSION/RECOMMENDATION:
Staff has reviewed the request and recommends that the City Council approve the encroachment
agreement for the property located at 16212 Empress Avenue North.
ATTACHMENTS:
1.Location Map
2.Encroachment Agreement Resolution
3.Encroachment Agreement
4.Survey
Document Path: S:\Mapping\Site Maps\2023 Site Maps\8,5x11_portraitborder Date Saved: 6/7/20230 5025
Feet¯16212 Empress Ave N.
Location Map
Hugo, Minnesota
Parcel Boundary selection
Parcel Boundary
Roads
1 in = ~81 feet
RESOLUTION 2023-XX
APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW
CONSTRUCTION OF A SPORT COURT AND CONCRETE WITHIN A
DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT
16212 EMPRESS AVENUE NORTH
WHEREAS, an application has been filed by Benjamin and Kindra Lesnau that requests
approval of an encroachment agreement to allow construction of a sport court within a
drainage and utility easement on the property located at 16212 Empress Avenue North,
legally described as follows;
Lot 3, Block 5, Oneka Place 4th Addition, Washington County, Minnesota
WHEREAS, the City Council has fully considered the request for the encroachment
agreement.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE
CITY OF HUGO, MINNESOTA, that it should and hereby does approve the encroachment
agreement on property located at 16212 Empress Avenue North.
ADOPTED by the City Council this 12th day of June, 2023.
________________________________________
Tom Weidt, Mayor
ATTEST:
_________________________________
Michele Lindau, City Clerk
ENCROACHMENT AGREEMENT
THIS AGREEMENT is made this 12th day of June, 2023 by and between the CITY OF
HUGO, a Minnesota municipality (hereinafter “City”) and, Benjamin and Kindra Lesnau
(hereinafter “Owners”), and their successors in title.
WHEREAS, the City has an easement for drainage and utility purposes (the “Easement”)
along the westerly, northerly, and easterly portion of the Owner’s property, which is legally
described as:
Lot 3, Block 5, Oneka Place 4th Addition, Washington County, Minnesota; and,
WHEREAS, Owner is desirous of constructing a sport court and concrete partially within the
easement area; and,
WHERAS, the City will permit the placement of a sport court and concrete in the area
described herein subject to the terms and conditions hereof.
NOW, THEREFORE, in consideration of the premises and for good and valuable
consideration, the receipt of which is acknowledged, the City will permit the encroachment on its
easement as set forth herein and subject to the conditions set forth below:
1.Owner and their successors in title may install and maintain a sport court and concrete
within the Easement, and the sport court and concrete shall be constructed in accordance with the
plans on file with the City of Hugo.
2.No plantings, trees, permanent improvements or structures other than the sport court
and concrete may be maintained or placed in the easement area.
3.Owner shall maintain the sport court and concrete in good repair and shall not permit
it to be expanded, lengthened or to impair the City’s easement or its rights thereunder in any respect.
4.The encroachment granted to Owner herein is subject to the existing easement rights
of the City as granted in various easements.
5.The City will notify Owner if it requires removal or relocation of the sport court
and/or concrete or any part of it. Thereafter, Owner shall remove the sport court and/or concrete
according to the direction of the City and if Owner fails to do so, the City may enter upon the land
and remove as much of the sport court and/or concrete as required and cast it upon the adjoining
lands. In such an event, the City shall not be liable to Owner for any costs, loss or damage
whatsoever, and may assess the property for all of its costs incurred in removing the sport court
and/or concrete, and Owner waive all formalities, requirements and defenses arising from or relating
to Minnesota Statutes Section 429 relating to or arising from the work done by the City.
6.To the fullest extent permitted by law, Owner agrees to release, defend, protect,
indemnify, save and hold harmless the City, its agents, directors, employees, shareholders and
contractors against any and all claims, costs and liabilities, including the costs of defense for
damages, injury or death arising from or in any way connected to the installation, maintenance,
repair, removal and/or presence of the sport court and/or concrete, regardless of whether such harm
is to Owner, the City, the employees or officers, guests or invitees of either or any other person or
entity, except Owner shall not be liable under this paragraph for loss or damage to the extent
resulting from the negligence of the indemnified parties.
7.The permission granted herein is limited exclusively to the proposed sport court and
concrete within the specified portion of the easement area of the City’s Easement. Owner shall not
alter the grade or permit such alteration anywhere upon the land upon which the City has reserved its
easement rights without proper express written consent of the City.
8.Owner shall, at all times, use their best efforts to conduct all of their activities on said
Easement in such a manner as to not interfere with or impede the operation of the City’s Easement
and related activities in any manner whatsoever, and shall follow the direction of the City.
9.This Agreement shall run with the land and inure to the benefit and be binding upon
the parties hereto, their heirs, successors and assigns.
10.Owner shall be responsible for the costs of recording this Agreement with the
Washington County Recorder.
WHEREUPON, the parties have set their hands this day of , 2023.
CITY OF HUGO
By By
Tom Weidt, Mayor Michele Lindau, City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2023, before me, a Notary Public, personally
appeared TOM WEIDT and MICHELE LINDAU, of the City of Hugo, a Minnesota municipality within
the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority
of the City Council of the City of Hugo, and TOM WEIDT and MICHELE LINDAU acknowledge said
instrument to be the free act and deed of said City of Hugo.
__________________________________________
Notary Public
Benjamin Lesnau, Owner
_____________________________________
Kindra Lesnau, Owner
STATE OF MINNESOTA )
) ss. (Individual Notary)
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2023, before me, a Notary Public,
personally appeared Benjamin and Kindra Lesnau, a married couple, who signed the foregoing
instrument and acknowledged said instrument to be his free act and deed.
__________________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
David K. Snyder
Johnson & Turner, P.A.
56 East Broadway Avenue, Suite 206
Forest Lake, MN 55025
(651) 464-7292
K:\019275-000\Admin\Meeting\Council Meeting\061223 approve plans authorize AFB\LTR - Approve Plans and Specifications and Auth AFB.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM June 6, 2023
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: TH 61 & 159th Street Reconstruction
SP 8206-53
Approve Plans and Specifications and Authorize the Advertisement for Bids
WSB Project No. 019275-000
Dear Mayor and Council,
Previously the Council had authorized staff to prepare plans and specifications for TH 61 & 159th
Street Reconstruction. The TH 61 & 159th Street Reconstruction project consists of the following:
The City has collaboratively worked with the development team for the Shores of Oneka Lake
regarding access to TH 61. The developer is responsible for costs associated with the
construction of the roundabout and have prepared pans that are currently in the final review
stages with the Minnesota Department of Transportation. MNDOT does not allow a developer to
lead a project of this nature on their highway system coupled with the successful Local
Partnership Program Grant the City received for this project totaling $710,000 that requires this to
be a City led project. The City will be required to publicly bid the project. The development
agreement for this project outlines cost responsibilities indicating the development is responsible
for all costs excluding the $710,000 grant received from MNDOT.
Staff recommends approval of the resolution approving plans and specifications and authorizing
advertisement for bids for TH 61 & 159th Street Reconstruction.
If you have any questions or items you wish to discuss, you can contact me at 612.360.1278.
Sincerely,
WSB
Mark Erichson, PE
Director of Municipal Program Delivery
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
S:\Office_SHARED\Resolutions\2023 Resolutions\2023- Approve Plans Specs for Roundabout.docx
RESOLUTION NO. 2023-
A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
AUTHORIZING ADVERTISEMENT FOR BIDS
TH 61 & 159TH STREET RECONSTRUCTION
WHEREAS, The City has collaboratively worked with the development team for the Shores of Oneka
Lake regarding access to TH 61. The developer is responsible for costs associated with the construction
of the roundabout and have prepared pans that are currently in the final review stages with the
Minnesota Department of Transportation. MNDOT does not allow a developer to lead a project of this
nature on their highway system coupled with the successful Local Partnership Program Grant the City
received for this project totaling $710,000 that requires this to be a City led project. The City will be
required to publicly bid the project. The development agreement for this project outlines cost
responsibilities indicating the development is responsible for all costs excluding the $710,000 grant
received from MNDOT. Staff is recommending approval of the plans and specifications and
Authorizing the advertisement for bids. The project is intended to be completed this construction season
NOW THEREFORE BE IT RESOLVED BY THE COUNCIL OF THE CITY OF HUGO:
1. Such plans and specifications, a copy of which is on file at City Hall, are hereby approved.
2. The City Clerk shall prepare and cause to be inserted in the official City newspaper and the
Finance and Commerce an advertisement for bids upon the making of such improvement under
such approved plans and specifications.
3. The advertisement shall be published in each of said publications at least once not less than three
(3) weeks before the date set for opening bids, shall specify the work to be done, and shall state
that bids will be received on-line through QuestCDN vBid™ until the date and time set for
opening bids. Immediately following expiration of the time for receiving bids, representatives of
the City of Hugo will publicly view at an online bid opening meeting. Any bidder whose
responsibility is questioned during consideration of the bid will be given an opportunity to
address the Council on the issue of responsibility. No bids will be considered unless
accompanied by a bid security in an amount of 5 percent of the bidder’s maximum bid price.
This resolution was adopted by the City Council of the City of Hugo on the 12th day of June 2023, by a
vote of Ayes and Nays.
________________________
Tom Weidt, Mayor
ATTEST:
___________________________________
Michele Lindau, City Clerk
K:\021811-000\Admin\Meeting\Council Meeting\061223 approve plans authorize AFB\LTR - Approve Plans and Specifications and Auth AFB.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM June 6, 2023
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Lift Station No. 12
Approve Plans and Specifications and Authorize the Advertisement for Bids
WSB Project No. 021811-000
Dear Mayor and Council,
Previously the Council had authorized staff to prepare plans and specifications for the Lift Station
No. 12. Lift Station No. 12 will be a new sanitary lift station located on the east side of the
extension of Oneka Parkway approximately 550 feet south of 165th Street. It will initially serve the
Oneka Prairie residential development and eventually other sanitary sewer extensions to the
west, north, and east. The lift station includes buried precast concrete structures, submersible
pumps, flow meter, valves, piping, controls, and site work.
Plans and Specifications have been prepared for the Lift Station No. 12 and are ready to be
advertised for bidding. Staff is requesting approval of the plans and specifications for the project
and authorization to advertise for bids. Staff will place the advertisement for bids which is
required to run for a minimum of 21 days. Plans and Specifications are available for your review
at City Hall. Consideration of awarding a construction contract will occur at a future City Council
meeting.
Staff recommends approval of the resolution approving plans and specifications and authorizing
advertisement for bids for Lift Station No. 12.
If you have any questions or items you wish to discuss, you can contact me at 612.360.1278.
Sincerely,
WSB
Mark Erichson, PE
Director of Municipal Program Delivery
Attachment
cc: Bryan Bear, City Administrator, City of Hugo
Scott Anderson, Public Works Director, City of Hugo
Liz Finnegan, Senior Engineering Technician, City of Hugo
S:\Office_SHARED\Resolutions\2023 Resolutions\2023- Approve Plans Specs for Lift Station No. 12.docx
RESOLUTION NO.
A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND
AUTHORIZING ADVERTISEMENT FOR BIDS
LIFT STATION NO. 12
WHEREAS, pursuant to direction by the Council, WSB has prepared plans and specifications for Lift
Station No. 12 and has presented such plans and specifications to the Council for approval;
NOW THEREFORE BE IT RESOLVED BY THE COUNCIL OF THE CITY OF HUGO:
1. Such plans and specifications, a copy of which is on file at City Hall, are hereby approved.
2. The City Clerk shall prepare and cause to be inserted in the official City newspaper and the
Finance and Commerce an advertisement for bids upon the making of such improvement under
such approved plans and specifications.
3. The advertisement shall be published in each of said publications at least once not less than three
(3) weeks before the date set for opening bids, shall specify the work to be done, and shall state
that bids will be received on-line through QuestCDN vBid™ until the date and time set for
opening bids. Immediately following expiration of the time for receiving bids, representatives of
the City of Hugo will publicly view at an online bid opening meeting. Any bidder whose
responsibility is questioned during consideration of the bid will be given an opportunity to
address the Council on the issue of responsibility. No bids will be considered unless
accompanied by a bid security in an amount of 5 percent of the bidder’s maximum bid price.
This resolution was adopted by the City Council of the City of Hugo on the 12th day of June 2023, by a
vote of Ayes and Nays.
________________________
Tom Weidt, Mayor
ATTEST:
___________________________________
Michele Lindau, City Clerk
SOLAR ENERGY SYSTEMS ORDINANCE 2016-47523-XXX
CITY OF HUGO
WASHINGTON COUNTY, MN
ORDINANCE RELATING TO AND REGULATING
ACCESSORY SOLAR ENERGY SYSTEMS AND SOLAR FARMS
TITLE:
An ordinance adding and amending Chapter 90, Article I, Sec. 90-1. – Definitions, Chapter 90, Article
IV - Zoning District Regulations, and Chapter 90, Article VI- Requirements for Specific Uses and
Performance Standards.
SOLAR ENERGY SYSTEMS ORDINANCE:
Chapter 90, Article I, Sec. 90-1. – Definitions
Add the following:
Accessory Solar Energy Systems means a solar energy system that is composed of a single or multiple
solar panels where the system is deemed accessory to the primary land use. An accessory solar energy
system is intended to primarily reduce on-site consumption of utility power for an active existing
use/structure. Excess electrical power generated and not presently needed for on-site use may be
provided to the utility company.
Ground Mounted Solar Energy System means a solar energy system that is structurally mounted to the
ground, generally upon a pole or rack mount. A ground mounted system may be a fixed or tracking
system.
Roof Mounted Solar Energy System means a solar energy system that is structurally mounted to the roof
of a structure. These systems are generally affixed with a racking system and may be flush or angled.
Solar Access means unobstructed access to the solar resource on a lot or building, including access
across adjacent parcel air rights, for the purpose of capturing direct sunlight to operate a solar energy
system.
Solar Array means a group of solar panels wired together.
Solar Energy Easement means an easement that limits the height or location, or both, of permissible
development on the burdened land in terms of a structure or vegetation, or both, for the purpose of
providing access for the benefited land to wind or sunlight passing over the burdened land.
Solar Energy System means a system whose primary purpose is to harvest energy by transforming solar
energy into another form of energy or transferring heat from a collector to another medium using
mechanical, electrical, or chemical means.
Solar Farm means a solar energy system that is composed of multiple solar panels where the primary
land use, whether by footprint or visual impact or both, of the parcel is for a solar array. A solar farm
produces energy for wholesale to subscribers.
I.3
Ordinance 2016-475
Solar Energy
Solar Hot Water System means a system that heats or preheats water for building heating systems or
other hot water needs, including residential domestic hot water and hot water for commercial processes.
Solar Panel means a panel designed to absorb the sun’s rays as a source of energy for generating
electricity or heating.
Solar Resource means a view of the sun from a specific point on a lot or building that is not obscured by
any vegetation, building, or object for a minimum of four hours between the hours of 9:00 AM and 3:00
PM Standard time on any day of the year.
Chapter 90, Article IV – Zoning District Regulations
Add from Sec. 90-93. – Long term agricultural district (LA) through Sec. 90-110 – Future central
business district (FCB) (d) Conditional uses / Interim uses. and (d)(#) Solar energy systems (refer to
section 90-278).
Chapter 90, Article VI – Requirements for Specific Uses and Performance Standards
Add Sec. 90 – 278. – Solar energy systems.
(a) Unlawful unless conditions met. It is unlawful for any person to construct, erect, install, or
maintain a solar energy system in the city, except in conformance with this section.
(b) Purpose and intent. The purpose of this section is to allow for the generation of renewable energy
within the City of Hugo. Promoting the safe, effective, and efficient use of solar energy, may reduce
the onsite consumption of fossil fuels and utility-supplied electric energy while avoiding adverse
impacts on the community at large.
(c) General standards for all solar energy systems. Solar energy systems must conform to all of the
following standards:
(1) A building permit shall be required for the erection of solar energy system. Prior to the
issuance of a building permit, the operator must provide evidence of an agreement with the
local utility. Off-grid systems shall be exempt from providing evidence of an agreement with
the local utility.
(2) It shall be the responsibility of the property owner to secure any solar energy easements, if
applicable, to protect solar access for the system (as per MN Statute Section 500.30).
(3) Solar energy system components shall be labeled with the manufacturers name and address,
model number, and serial number.
(4) All exterior electrical or other service lines shall be buried underground. The collection
system may be placed overhead near substations or points of interconnection to the electrical
grid. Exceptions may be granted in instances where shallow bedrock, water courses, or other
elements of the natural landscape interfere with the ability to bury lines.
(5) All solar energy systems shall be in compliance with the adopted City and State building
code, electrical code, and plumbing code, as amended and receive any necessary permits or
approvals from any regulatory agency having jurisdiction.
Ordinance 2016-475
Solar Energy
(d) Solar farms.
(1) Solar farm interim use permits. An interim use permit application must be submitted for
approval by the Planning Commission and City Council before a permit is issued for a solar
farm. The information required and the procedure to be followed for all solar farm interim
use permit applications shall be the same as that required for a conditional use permit set
forth in subsections 90-37(a) and (b). In addition, the applicant shall submit supplementary
information pertaining to the nature of the solar farm including:
a. Total square footage of the solar energy system.
b. Total energy production for the site.
c. To scale horizontal and vertical (elevation) drawings.
d. Drawings must show the location of the system on the property including the property
lines and proposed fencing or vegetative buffer.
e. Decommissioning plan.
(2) Performance standards for solar farms. Solar farms shall be erected and maintained to
meet the following standards.
a. Solar farms shall be located on a minimum lot size of 10 acres within the Long Term
Agricultural (LA), Agricultural (AG), Rural Residential (RR), and Future Urban
Service (FUS) zoning districts. Solar farms may also be located in any other zoning
district only in the floodplain, as long as all other conditions are met.
b. Solar farms shall be 50 100 feet from all property lines, 200 feet from all and public
road rights-of-way, and 200 feet any principle structure on adjacent properties.
c. Solar farms shall be limited to a size of 5 acres, measured by the exterior edges of the
solar array.
dc. Ground mounted solar energy systems shall not exceed 15 feet in height at any point
when oriented at maximum tilt.
ed. Solar farms shall be enclosed by approved perimeter fencing or adequate vegetative
buffer for screening. The primary form of buffer for screening shall be at least 6-foot
tall vegetation. Exception may be granted if the natural landscape provides screening
from all public right of ways and neighboring properties.
f. All ground areas within the perimeter fencing of a solar farm that are not occupied by
equipment or access paths shall be planted with deep rooted, native pollinator
plantings.
g. Solar farm applications shall include a vegetation establishment and management
plan which shall be reviewed and approved by staff.
he. The owner/ operator of the solar farm shall provide the City with evidence that the
solar energy system is functioning properly. This shall be provided at any time
deemed necessary by the City.
Ordinance 2016-475
Solar Energy
if. The owner/operator shall submit a decommissioning plan for the solar farm to ensure
that the owner/operator properly removes the equipment and facilities upon the end of
the project life, abandonment, expiration, or termination of the interim use permit. If
the solar energy system remains nonfunctional or inoperative for a continuous period
of 12 months, the system shall be deemed abandoned and shall constitute a public
nuisance. The owner shall remove the abandoned system at their expense after a
demolition permit has been obtained within 90 days after notice has been given.
Removal includes the entire structure including transmission equipment, structures
and foundations, and the restoration of soil and vegetation. The owner/operator shall
provide a current-day decommissioning cost estimate, and shall post financial
security in a form acceptable by the City. This estimate must include an inflationary
escalator, in an amount determined by the City, which will allow the City to remove
the solar farm from the property after the 90-day period has elapsed.
(3) Criteria of approval of a solar farm. An application for a solar farm interim use permit may
be granted only upon finding that all of the following criteria have been met:
a. The applicant owns the property or has secured a proper lease agreement on the
property, unless the City Council determines that unique conditions or circumstances
warrant special arrangement.
b. The proposed solar farm is allowed as a principle use in the respective zoning district
and conforms to this chapter.
c. The proposed solar farm is keeping with the spirit and intent of this chapter.
d. The construction of a solar farm shall not impede the City’s ability to implement its
comprehensive plan.
e. The proposed solar farm is compatible with the present character of the surrounding
area.
f. The proposed solar farm shall have a set date in which the permit shall be reviewed
or terminated.
g. The proposed solar farm shall be subject to any conditions that the City Council
deems appropriate for the permission of the use.
(4) Conditions of approval. In permitting a new solar farm interim use permit or amending an
existing solar farm interim use permit, the Planning Commission may recommend and the
City Council may impose additional conditions and requirements to protect the health, safety,
and welfare of the surrounding area and the community at large, mitigate unfavorable
consequences of activities resulting from the solar farm, enforce laws and regulations, and
ensure compliance with the conditions of the permit. These conditions may include, but are
not limited to, the following:
a. Limitations on period of use and operation.
b. Buffering and screening measures.
Ordinance 2016-475
Solar Energy
c. Approval periods between one to twenty-five years.Additional setbacks.
d. Approval periods between one to twenty-five years.
(5) Renewal of a solar farm interim use permit. Because of its temporary nature, an interim
use permit for a solar farm shall not be renewed. Continuation of a solar farm beyond the
date of expiration of its interim use permit requires approval of a new interim use permit.
(6) Interim use permit nontransferable. Solar farm interim use permits do not run with the
land. The permit is not transferable from person-to-person, and shall expire if there is a
change in ownership of the property, unless the following conditions are met:
a. The new permit holder must own the property or have a written lease agreement with
the property owner stating the land will continue to be used for the production of
energy via a solar farm.
b. The new permit holder shall abide by all requirements of the original permit,
including, but not limited to, posting financial security to the City for
decommissioning, as outlined in subsection 2 (f).
c. The transfer of the permit must be approved by the city and filed accordingly.
(7) Basis for denial. In order to recommend denial of an interim use permit, the Planning
Commission must find that the proposed use will not meet one or more of the conditions found
in subsection (3) of this section.
(8) Suspension and revocation.
a. The City Council may suspend or revoke an interim use permit upon failure of the
interim use, or the interim use permit holder, owner, operator, tenant, or user, to comply
with City Codes, the laws of the State of Minnesota, the approved plans, or the
conditions of approval, or by which that activities allowed under the permit adversely
affect the public health, safety, or welfare.
b. A suspension or revocation of an interim use permit shall be preceded by written notice
to the permit holder and a hearing before the city council. The notice shall provide at
least ten days’ notice of the time and place of the hearing and shall state the nature of
the violations. The notice shall be mailed to the permit holder at the most recent address
listed on the application.
(9) Expiration and termination. An interim use permit shall expire and the interim use permit
shall terminate at the earlier of:
a. The expiration date established by the City Council at the time of approval, but in no
case more than 25 years from the date of approval.
b. Occurrence of any event identified in the interim use permit for the termination of the
use.
c. Upon an amendment to the City Code that no longer allows the interim use.
(10) Issuance of permit. The Community Development Director or designee shall, within ten
days of City Council approval of any interim use permit, provide one copy of the
Ordinance 2016-475
Solar Energy
completed permit to the applicant, the City Clerk, and for permits issued in the floodplain
district or shoreland district, to the Commissioner of the Department of Natural Resources.
(e) Accessory Solar Energy Systems
(1) Accessory solar energy systems building permit. A building permit application must be
submitted and approved by the Building Official before an accessory solar energy system is
installed. The information required and the procedure to be followed for all accessory solar
energy system applications shall be the same as that required for a building permit. In
addition, the applicant shall submit supplementary information pertaining to the nature of the
accessory solar energy system including:
a. Total square footage of the solar energy system.
b. Total energy production for the site.
c. To scale horizontal and vertical (elevation) drawings.
d. Drawings must show the location of the system on the building or on the property
including the property lines and proposed screening, if required.
(2) Accessory commercial or industrial solar energy systems building permit. All
commercial or industrial solar energy systems will require submittal for approval by the
Community Development Director or designee before a permit is issued for any accessory
solar energy system. This submittal process will require the same application and
supplementary information required in e (1). Denial of a building permit request may be
appealed to the Planning Commission by following the procedures outlined in 90-37.1.
(3) Performance standards for accessory solar energy systems. Accessory solar energy
systems shall be erected and maintained to meet the following standards.
a. Setbacks for accessory solar energy systems are as follows:
1. Ground or pole mounted solar energy system panels shall conform to all
setback requirements for accessory uses in the district in which they are located.
2. Roof mounted solar energy systems shall abide by all manufacturer
specifications and requirements.
b. Coverage requirements for accessory solar energy systems are as follows:
1. Ground mounted solar energy systems are considered accessory structures.
The size of the system (sq. ft.) will be calculated as part of the maximum
combined number and size of accessory structures allowed by lot size. The
number and size of accessory structures permitted are as follows:
Lot size
Maximum number of
accessory structures
allowed
Maximum combined size
of accessory structures
(square feet)
Ordinance 2016-475
Solar Energy
Under 1.5 acre 1 260
1.5 to 2.99 acres 2 1,500
3 to 4.99 acres 2 2,000
5 to 9.99 acres 2 3,500
10 or more acres 3 5,000
2. Roof mounted systems are not accessory structures and are excluded from size
and number calculations for accessory structures.
3. A variance application may be submitted if the ground mounted solar energy
system exceeds the limits for maximum combined size of accessory structures,
but does not meet the definition of a solar farm.
c. Height requirements for accessory solar energy systems are as follows:
1. Ground or pole mounted solar energy systems shall not exceed 15 feet in height
when oriented at maximum tilt.
2. Roof mounted solar energy systems shall not project vertically more than the
height requirements of the district in which they are located.
d. Screening requirements for accessory solar energy systems are as follows:
1. Residential roof mounted solar energy systems are not required to be screened
by this ordinance.
2. Commercial or industrial roof mounted solar energy systems shall be installed
such that it is compatible with the building architecture. Architectural standards as
found in the commercial and industrial guidelines, a PUD, or other architectural
conditions shall apply.
e. Except in the agricultural and long-term agricultural zoning districts, no ground or
pole mounted solar energy system shall be located or protrude in front of the principle
building on the site, in relation to any public street.
f. Roof mounted solar energy systems shall not extend beyond the perimeter of the
building on which the system is mounted or built. Exterior piping for solar hot water
systems shall be allowed to extend beyond the perimeter of the building.
g. If the solar energy system remains nonfunctional or inoperative for a continuous
period of 12 months, the system shall be deemed abandoned and shall constitute a
public nuisance. The owner shall remove the abandoned system at their expense
Ordinance 2016-475
Solar Energy
within 90 days. Removal includes the entire structure including transmission
equipment, structures and foundations, and the restoration of soil and vegetation.
(4) Criteria for approval of an accessory commercial or industrial solar energy system. An
application for an accessory commercial or industrial solar energy system permit may be granted
only upon a finding that all the following criteria have been met:
a. The applicant owns the property or has a leasing contract with the owner of the
property.
b. The proposed solar energy system conforms to this chapter.
d. The proposed solar energy system shall be subject to, by agreement with the property
owner or lease holder, any conditions that the City deems appropriate for permission
of the use.
Passed and adopted by the City Council of the City of Hugo this 4th day of January, 2016.
___________________________
Tom Weidt, Mayor
Attest:
__________________________
Michele Lindau, City Clerk
CITY OF HUGO
COUNTY OF WASHINGTON
ORDINANCE NO. 2023-______
AN INTERIM ORDINANCE EXTENDING A TEMPORARY MORATORIUM ON NEW DEVELOPMENT OF SOLAR FARM SOLAR ENERGY SYSTEMS AND DIRECTING A STUDY TO BE CONDUCTED
NOW, THEREFORE, the City Council of the City of Hugo does ordain:
SECTION 1.
BACKGROUND.
WHEREAS, the City Council adopted an Ordinance 2016-475 SOLAR ENERGY
SYSTEMS on January 4, 2016;
WHEREAS, the Planning Commission and City Council have adopted goals for 2023 to
review and study the Solar Energy Systems ordinance in regards to Solar Farms to ensure the
ordinance adequately addresses the public health, safety and general welfare of the
community;
WHEREAS, the City has determined that a study shall be conducted to review the ordinance
to determine whether to revise or add any regulation or restrictions, including siting and
location of use, performance standards, and screening of Solar Farms.
WHEREAS, the City has determined that the section of the ordinance regarding Accessory
Solar Energy Systems adequately addresses the public health, safety, and general welfare of
the community, and are exempt from the moratorium. Such systems are for accessory use and
predominantly serve on-site users.
WHEREAS, to provide adequate time for study, analysis, and the finalization of City Code
amendments regarding Solar Farms or to preserve the status quo within the City, the City
desires to enact an interim ordinance on the applications for and the issuance of permits for
Solar Farms.
WHEREAS, pursuant to Minn. Stat. § 462.355, subd. 4, the City is authorized to enact by
ordinance a moratorium to regulate, restrict or prohibit any use within the jurisdiction to
protect the public health, safety, and welfare. Specifically, the City is authorized to enact a
moratorium ordinance to allow it to undertake a study to determine whether to revise or add
any regulations or restrictions, including siting and location of use, performance standards,
and screening of Solar Farms.
WHEREAS, on February 6, 2023, the City Council adopted an interim Ordinance #2023-522
to place a moratorium on solar farm solar energy systems.
WHEREAS, Ordinance #2023-522 is set to expire August 6, 2023.
Ordinance 2023- ____
Page 2 of 3
WHEREAS, the ordinance review committee has been studying the ordinance and needs
additional time to hold a public hearing on the proposed ordinance revisions.
SECTION 2. FINDINGS.
1. The City Council finds there is a need to study the Solar Farm section of the
ordinance to determine whether to revise or add any regulations or restrictions,
including siting and location of use, performance standards, and screening of Solar
Farms. This ordinance does not have an effect of imposing limitations or restrictions
to the application of Accessory Solar Energy Systems.
2. The study will address issues including, but not limited to the following: 1) The
particular districts and locations such use shall be allowed; 2) The concentration
and density of such uses in the City; 3) Performance standards for such uses in the
City; and; 3) The effects of such uses on other uses and the surrounding area.
3. The study will allow the City Council to determine the appropriate changes, if any,
that it should make to City ordinances.
4. The City Council, therefore, finds that there is a need to adopt a City-wide
moratorium of the applications for and the issuance of permits for Solar Farms.
SECTION 3. MORATORIUM.
1. No individual, establishment, organization, or business may apply for applications
for approval or the issuance of permits for Solar Farms for six (6) months from
August 6, 2023.
2. No application or permit of any kind, by any individual, establishment,
organization, or businesses involved in Solar Farms within the City of Hugo shall
be accepted, considered, or issued for six (6) months from August 6, 2023.
3. Planning or zoning applications related to Solar Farms or applications from
individuals, establishments, organizations, or businesses involved in Solar Farms
within the City of Hugo shall not be accepted, considered, or issued for six (6)
months from August 6, 2023.
SECTION 4. STUDY. The City Council directs City staff to study the Solar Farm section of
the ordinance to determine whether to revise or add any regulations or restrictions, including
siting and location of use, performance standards, and screening of Solar Farms. Upon
completion of the study, the City Council, together with such commission as the City Council
deems appropriate, or as may be required by law, will consider the advisability of adopting
new ordinances or amending its current ordinances.
SECTION 5. ENFORCEMENT. The City may enforce this Ordinance by mandamus,
Ordinance 2023- ____
Page 3 of 3
injunctive relief, or other appropriate civil remedy in any court of competent jurisdiction. The
City Council hereby authorizes the City Administrator, in consultation with the City Attorney,
to initiate any legal action deemed necessary to secure compliance with this Ordinance. A
violation of this Ordinance is also subject to the City’s general penalty in City Code § Sec. 1 -
18 subd. (b).
SECTION 6. TERM. Unless earlier rescinded by the City Council, the moratorium established
under this Ordinance shall remain in effect until six (6) months from August 6, 2023, at which
point, it will automatically expire.
SECTION 7. EFFECTIVE DATE. This Ordinance shall be in full force and effect from
and after its passage by the City Council.
This ordinance is effective upon adoption.
ADOPTED by the City Council this 12th day of June, 2023
______________________________
Tom Weidt, Mayor
ATTEST:
_____________________________
Michele Lindau, City Clerk
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
052323.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM May 23, 2023
Shayla Denaway
City of Hugo
14669 Fitzgerald Ave N
Hugo, MN 55038
Re: Proposal to Develop North Star Wetland Bank Prospectus
Dear Shayla Denaway:
WSB is providing this proposal to develop a prospectus (concept plan) for the North Star
Wetland Bank based on the previously submitted draft prospectus completed in May
2023 and reviewed by the Technical Evaluation Panel (TEP) and Interagency Review
Team (IRT).
The IRT provided the following essential comments on the draft prospectus. Below each
comment is the site investigation necessary to address these:
1. Comment: It is possible that broader regional issues, beyond the sponsor’s
control, are affecting water levels on this site. Looking at well data in Attachment
D the sponsor needs to consider how blocking the relatively shallow ditches on
this site is expected to restore the historical and natural hydrology regime. Many
wells are far beyond the expected drainage effect of the relatively shallow
ditches, yet they show a water table much lower than would be expected. The
historical hydrology regime would likely have a water table within 12 inches of the
surface well into the growing season if not throughout the growing season. If
regional factors beyond the sponsor’s control are affecting site hydrology and
hydrology performance standards cannot be achieved then wetland bank credits
cannot be released, regardless of projections in the Mitigation Plan. The sponsor
is assuming that regional issues beyond their control are not a prevailing factor
and this site’s shallow ditches are having a significant drainage effect several
hundred feet away.
Action: Discussion during the TEP meeting on April 28, 2023 with the city water
resources engineers indicated that the sub-watershed provides adequate
amounts of water to the site. It was noted that the 2022 growing season was dry
and well data may not be representative of the site under normal conditions as
well. During a site visit on May 25, 2023, we saw surface water around 6-12
inches in all of the ditches on site. Monitoring wells have been installed for the
2023 growing season and we will continue monitoring to get additional data on
the subsurface water level.
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
052323.docx
2. Comment: Multiple wetland delineations have been completed on the site and
these delineation results contradict credit estimations provided in the Draft
Prospectus. While a degraded wetland is present, there is no delineation
confirming that areas adjacent to ditches are fully drained and non-wetland.
Therefore, there is no justification for 100 percent Re-establishment credit as
suggested.
Action: Existing wetland delineations were completed at the edges of the wetland
complex. No investigation has been conducted around the linear ditches or
throughout the middle of the complex. Additional delineation will need to be
completed throughout the site to determine whether the areas adjacent to the
ditches have retained wetland characteristics. The results of the wetland
delineation of the interior of the site will determine whether Restoration or
Enhancement credits are to be pursued.
3. Comment: The drainage present appears to be modest, with most ditches two
feet or less deep. This suggest the extent of hydrology degradation caused by
the ditches (and therefore restoration potential) is significantly less than shown in
the Draft Prospectus. If no drain tile is found a more appropriate hydrology
restoration zone would be limited only to corridors along ditches being disabled.
Areas beyond this relatively narrow drainage effect corridor would not be eligible
for Restoration credit (Re-establishment or Rehabilitation) but could be eligible
for Enhancement credit.
Action: There may be locations within the property that enhancement credit will
be requested, but not the whole property. We need to complete a level 2
delineation to determine the actual existing wetlands within the entire project
limits because the previous delineations only demarked external boundaries.
With the new 2023 hydrology monitoring data, we’ll have a better idea of the
scope and effect of the existing ditches. During site visit on May 25, 2023, we
identified areas of spoil piles that will be defined in level 2 delineation as upland
that we will propose to remove for restoration credit.
4. Comment: Hydrology monitoring should be continued (possibly expanded) to
document baseline hydrology information in the beginning of the growing season
and to help the sponsor write appropriate hydrology performance standards for
this partially drained existing wetland. Hydrology information provided only
documented mid-summer to fall hydrology conditions.
Action: Wells have been installed on site for the 2023 growing season.
5. Comment: If the federal Enhancement credit action is used, the sponsor will face
significant challenges when controlling the monotypic reed canary grass areas
and other non-native or invasive species. Successfully controlling reed canary
grass, and other species, on a site this large and achieving acceptable native-
dominated plant community performance standard will be extremely difficult and
resource intensive, both in the short- and long-terms. Significant site preparation
and management work will be required, supplemental native seeding may be
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
052323.docx
grass, and other species, on a site this large and achieving acceptable native-
dominated plant community performance standard will be extremely difficult and
resource intensive, both in the short- and long-terms. Significant site preparation
and management work will be required, supplemental native seeding may be
required, a detailed vegetation establishment and management plan will need to
be developed and implemented, and a detailed and fully funded long-term
management plan to sustain a native-dominated plant community into the future
should also be required. There are other similar Enhancement wetland bank
projects in this area that provide vegetation establishment and management plan
examples for the short term, vegetation enhancement performance standard
examples that could be used, and long-term management plans and funding
mechanisms that could be adapted by the bank sponsor if they choose to
proceed. This enhancement work will be very resource intensive, success is not
guaranteed, a suitable funding mechanism should be established, and vegetation
improvements must be sustained long into the future and after annual monitoring
is completed.
Action: During the soil investigation site visit on May 25, 2023, it was noted that
there are numerous areas dominated with native species and the site is not
monotypic for reed canary grass. A multi-year vegetation management plan will
be developed during the prospectus phase including steps to control nuisance
vegetation and to establish native cover. If Enhancement credit is to be pursued,
the city will need to discuss a funding mechanism for long-term vegetation
maintenance.
Project tasks within this scope include:
1. Project management
2. Topographic Survey with 2-person Survey Crew
3. NHIS and SHPO Data Review Requests
4. Additional Existing Vegetation Survey
5. CAD Based Concept Plans (60%)
6. Draft Conservation Easement Description/Title Review/Exhibit
7. Hydrologic and Hydraulic Analysis
8. Prospectus Document Report and Application Submittal
9. TEP/IRT Meeting
10. Prospectus Comment Response
11. Level 2 Wetland Delineation
1. Project management includes tracking the project budget and ensuring that
project tasks are being completed on time and on budget along with
miscellaneous administrative tasks.
2. A topographic survey with 2-person crew will provide elevations of cross
sections across ditches as well as spot shots throughout the site to calibrate the
LiDAR topography for this area. This task assumes 12 cross sections and 26
spot shots. It provides the level of detail needed to effectively plan wetland credit
actions based on elevations and drainage patterns influenced by topographic
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
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relief that may not be represented in existing level 1 data sets. This information
will also be used to further refine construction cost estimates.
3. Both a Natural Heritage Information System (NHIS) and a MN State Historic
Preservation Office (SHPO) review will be required to ensure the project can
move forward without encountering ecological, historical, and or cultural issues
that can greatly influence the design, viability, and schedule of the project. WSB
staff will submit for review under both these programs. This task does not include
field surveys.
4. Completing an additional existing vegetation survey will be needed to
characterize the vegetative community at survey plots that were established
during the 2022 growing season. These data determine the floristic quality and
abundance of invasive species to quantitatively show “functional lift” from existing
to proposed conditions with respect to both wetland and upland vegetation.
5. The concept plan from the draft prospectus will be refined into a CAD based
concept (60%) plan based on topography, hydrology data, hydraulic modelling,
and soils data collected for the stie.
6. A draft conservation easement description and title review will be completed
for the parcel.
7. Hydrologic and hydraulic analysis will be completed for the site based on
existing conditions and the proposed site plan. WSB staff will model existing site
hydrology and model proposed bank design alternatives to determine if
hydrology can be maintained to meet performance standards while effectively
moving excess water downstream so as not to negatively impact adjacent
properties and infrastructure.
8. The Prospectus document will be drafted based on the data collected under
this phase of the banking process and will be submitted to the TEP and Board of
Water and Soil Resources/US Army Corps of Engineers Interagency Review
Team (IRT) for review and comment.
9. WSB will attend a TEP/IRT meeting to discuss the prospectus application.
10. This task includes TEP/IRT comment coordination with the project team and
TEP/IRT members. If the TEP/IRT requests that the comments be addressed in
the prospectus document prior to moving on to the Mitigation Banking
Instrument, a separate scope of work will be provided for that work.
11. A level 2 wetland delineation will be completed for the site including sample
points along each ditch, at historic spoil piles and throughout the interior of the
site. This will give a true depiction of the wetland complex and will determine
whether this project can receive Restoration or Enhancement credits.
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
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Prospectus Phase Project Schedule
Prospectus Phase Project Budget
Project Element Cost
Task 1 $7,438
Task 2 $3,041
Task 3 $524
Task 4 $4,370
Task 5 $9,228
Task 6 $3,621
Task 7 $5,937
Task 8 $9,128
Task 9 $1,172
Task 10 $3,332
Task 11 $7,235
Project Total $55,026
Task No.Task Name MayJuneJulyAugustSeptemberOctoberNovemberDecemberJanuary1 Project Management
2 Topographic Survey w/ 2-Person Survey Crew
3 NHIS Data Review Request
3 SHPO Data Review Request
4 Existing Vegetation Survey
5 CAD Based Concept Plans (60%)
6 Draft Conservation Easement Description/Title Review/Exhibit
7 Hydrologic and Hydraulic Analysis
8 Prospectus Document Report and Application Submittal
9 Onsite TEP/IRT Review Meeting
10 Address TEP/IRT Comments on Prospectus
11 Level 2 weltand delineation
Authorized under
separate scope Hydrology Monitoring
Authorized under
separate scope Soil Investigation and Site Characteristics On-Site
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
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We are requesting approval for Tasks 1-11 for a total not-to-exceed cost of $55,026.
If you have any questions on this proposal or other questions related to completing the
wetland bank prospectus, please contact me at rrobsertson@wsbeng.com or (651)-392-
4900.
Thank you for the opportunity to continue to collaborate with you and the City of Hugo on
this legacy project.
Sincerely,
WSB & Associates, Inc.
Roxy Robertson
Senior Environmental Scientist
Alison Harwood
Director of Natural Resources
G:\.Clients All\Hugo\Proposals\North Star Wetland Bank\Prospectus\PROPOSAL_North Star Wetland Bank Prospectus -
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ACCEPTANCE:
The City of Hugo hereby accepts the WSB proposal of $55,026 for Tasks 1-11 outlined
in this letter.
City of Hugo
Name
Title
Date
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To: Shayla Denaway, City of Hugo
From: Roxy Robertson, WSB
Cc: Tony Havranek
Mark Erichson
Date: May 22, 2023
Re: North Star Wetland Bank Development Cost Estimate
WSB Project No. 020552-000
Introduction
The City of Hugo is interested in creating a wetland bank along the west side of Hwy 61 at the
North Star Elementary School. The wetland banking process generally consists of the following
application steps prior to approval from regulating agencies (Board of Water and Soil Resources
(BWSR), Wetland Conservation Act (WCA), and Army Corps of Engineers (USACE)).
1. Draft Prospectus (Scoping Document)
2. Prospectus (Concept Plan)
3. Draft Mitigation Banking Instrument (MBI)/Final MBI (Full Application)
Initial assessment phases of this project resulted in the completion of the existing vegetation
surveys, 2022 hydrology monitoring, a draft prospectus application, and coordination with the
Technical Evaluation Panel (TEP) and interagency review team (IRT). The draft prospectus
included a proposal to restore approximately 19 acres of wetland, rehabilitate approximately 98
acres of wetland, and provide approximately 5 acres of upland buffer for a total wetland bank
area of 123 acres with a credit potential of around 70 credits. We removed the acres in the
northwest corner of the parcel to avoid the need for two conservation easements. At this point,
the city may move onto the Prospectus step of the application process for the wetland bank bu t
has requested that WSB evaluate the proposed costs for development and construction of the
wetland bank to determine cost and benefits of the project.
Wetland Bank Concept
WSB developed two concepts in the draft prospectus that utilize slightly different construction
methods to restore hydrology.
1. Option 1
Wetland hydrology would be restored by construction of 2-3 ditch plugs in the western
and central north-south lateral ditches. Ditch plugs consist of clay core trenches
compacted with construction-grade clay topped with topsoil and vegetation. Ditch plugs
are keyed into the banks to prevent water from moving around them at high flows. One
ditch plug would be constructed at the intersection of the eastern lateral ditch and the
east-west main ditch channel. Two to three plugs would also be constructed in the
southern ditch. An outlet control structure (OCS) with a set elevation would be installed at
the southwestern edge of the parcel where the ditch connects to JD 3.
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May 22, 2023
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2. Option 2
The western and central north-south lateral ditches would be filled. One ditch plug would
be constructed at the intersection of the eastern lateral ditch and the east-west main ditch
channel. One ditch plug would be constructed at the western extent of the south ditch. An
OCS with a set elevation would be installed at the southwestern edge of the parcel where
the ditch connects to JD 3.
Construction Cost Estimate Methods
The cost for construction of the project, not including the restoration or monitoring tasks, was
estimated with both material and labor costs factored in.
Earthmoving for ditch plug construction was estimated assuming clay fill would have to be
brought in from offsite since onsite soils may not be suitable for plug construction. It is assumed
that ten ditch plugs will be necessary to create desirable hydraulic conditions. Two outlet control
structures were estimated to provide finer water surface level control as needed for the wetlands.
Construction is proposed to occur over the winter months, so erosion control blankets were
estimated on all ditch plug grading areas, sediment control logs at the bottom of the ditch plug
grading areas, and silt fence downgradient of the outlet control structures until vegetation can be
established with the restoration efforts in the following months. A mobilization cost was estimated
assuming approximately 9% of construction cost total. With the project still at a preliminary stage,
a 20% contingency was added to the construction subtotal in case of unforeseen construction
costs and an additional 10% contingency was added for future indirect costs the project may
require.
Restoration and monitoring tasks were estimated as the cost to complete the initial install during
construction. The restoration costs included site-wide herbicide application, burning/mowing, and
seeding. Restoration recommendations will be refined during design. The breakdown of costs
between these areas in included in Appendix C.
Table 1 shows the projected credit allocations for the North Star Wetland Bank from the draft
prospectus. Table 2 shows potential revenue from the bank based on the draft prospectus
concept, and under a concept of fewer acres meeting performance standards and fewer credits
are achieved. Note that enhancement may give a similar credit allocation (33-50%) to those listed
in Table 1, but acreages may vary depending on the results of a level 2 wetland delineation of the
internal areas of the site (Table 3).
Table 1. Projected credit allocations.
Credit Area Proposed Credit
Action
Credit
Allocation
Acres Credit Amount
Wetland Restoration via
Re-establishment
(3)
100 19.6 19.6000
Wetland Restoration via
Rehabilitation (4B)
50 98.71 49.3550
Upland Upland Buffer 25 5.12 1.2800
Total 123.43 70.235
Shayla Denaway
May 22, 2023
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Table 2. Revenue potential based on draft prospectus credit allocation and performance of
the site.
Assumption: Receive credit allocation for full acreage of site
Credit Cost (/SF) Credit Cost (/ac) Total Credits Credit Sales
$1.00 $43,560.00 70.2350 $3,059,436.60
$1.50 $65,340.00 70.2350 $4,589,154.90
$2.00 $87,120.00 70.2350 $6,118,873.20
Assumption: Receive credit for fewer acres.
Credit Cost (/SF) Credit Cost (/ac) Total Credits Credit Sales
$1.00 $43,560.00 50.000 $2,178,000
$1.50 $65,340.00 50.000 $3,267,000
$2.00 $87,120.00 50.000 $4,356,000
Table 3. Projected credit allocations if whole site is delineated wetland.
Credit Area Proposed Credit
Action
Credit
Allocation
Acres Credit Amount
Wetland Restoration via
Re-establishment
(3)
100 19.6 19.6000
Wetland Enhancement (4B) 33 98.71 32.5743
Upland Upland Buffer 25 5.12 1.2800
Total 123.43 53.4543
Wetland Bank Development and Construction Cost Estimate
WSB has been requested by the City of Hugo to development a holistic cost estimate
representing the costs necessary to complete the wetland bank application and developme nt
process, construction, and monitoring. The wetland bank process includes the submittal of a draft
prospectus document, prospectus document, and mitigation banking instrument. The cost
estimate breakdown is included in Appendix B and is based on the draft prospectus concept.
The cost estimate does not include the fees or construction costs. Most of the fees are outlined at
the bottom of the budget spreadsheet in Appendix B. Basic construction estimates are included
in Appendix C.
Task 1: Draft Prospectus (Scoping Document)
The city has completed this task by submitting the draft prospectus document detailing the project
concept plan. Comments were received from the IRT regarding the proposed project.
Task 2: Prospectus Document
1. Soil and site characteristics investigation.
Shayla Denaway
May 22, 2023
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2. Topographic survey with WSB drone technology: Topographic survey to develop current
existing elevation data for the wetland bank site.
3. GIS based conceptual construction plans, vegetative plans, and monitoring pl ans for the
project.
4. Prospectus document and application: existing conditions, historical conditions, draft
project goals and outcomes, ecological suitability and sustainability, draft vegetation plan,
draft construction plan and draft monitoring plan, NHIS and SHPO data requests.
5. Draft site exhibit and conservation easement description boundary: Location of the site
and legal description including existing easements and historical data review.
6. Technical Evaluation Panel review meeting: correspondence with landowners, Local
Government Unit (LGU), BWSR, Soil and Water Conservation District (SWCD), and
USACE.
7. Hydrologic and hydraulic analysis: evaluate the watershed, subwatersheds, and
movement of water to the site based on modelling and surrounding land use. Evaluate
the wetland condition based on the proposed construction elements.
8. Hydrology monitoring: install water level data loggers and wells to conduct pre-
construction hydrology data of the bank site.
9. Respond to TEP/IRT Comments.
Task 3: Mitigation Banking Instrument (DMBI and MBI)
1. Site exhibit and final conservation easement description boundary: Location of the site
and legal description including existing easements and historical data.
2. CAD based final construction plans, vegetative plans, and monitoring plans for the
project.
3. Engineers Estimate: develop a construction estimate based on final design.
4. Mitigation Banking Instrument and application: existing conditions, historical conditions,
final project goals and outcomes, ecological suitability and sustainability, final vegetation
plan, final construction plan and final monitoring plan, final hydrologic and hydraulic
analysis.
5. LGU TEP field review and meeting, final wetland bank plan meeting correspondence with
LGU and USACE.
6. Level 2 wetland delineation. This delineation may be completed later upon further
establishment of the bank.
7. Respond to TEP/IRT Comments.
8. Bidding documents and administration.
Task 4: Wetland Bank Construction
1. Site Construction: includes contractor mobilization for grading, ditch plugs, and outlet
control structure installation. A detailed breakdown of the preliminary construction cost is
included in Appendix C.
2. Year 1 Restoration: Vegetation management will include a site-wide herbicide application
on invasives and selected tree removal in the spring or fall. Another site-wide herbicide
application would be completed during the late summer followed by either a controlled
burn or mowing in the fall or following spring. The site would be seeded with native
vegetation and supplemental plantings of trees and shrubs would be installed in the
wooded areas. Site construction would occur in the late fall or winter following initial
vegetation management to increase the amount of water on the site and to create less
desirable growing conditions for reed canary grass to reestablish.
Task 5: Wetland Bank Monitoring/Maintenance
1. Required five years of bank monitoring (years 1-5): vegetation surveys, hydrology
monitoring, maintenance recommendations, and annual summary reports.
2. Mitigation Certification: Certifying the bank with the TEP for final credit deposit.
3. Years 2-5 Restoration Maintenance: This includes vegetation maintenance that may be
necessary to establish native vegetation and meet performance standards. These
Shayla Denaway
May 22, 2023
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maintenance measures may include mowing, supplemental seeding, spot herbicide
treatments, and prescribed burning.
Project Fees*
Title Opinion/Commitment $450
Initial Easement Acquisition $1,000
Title Insurance $3,000
Final Easement Acquisition $2,400
Initial Wetland Bank Deposit/Establishment Fee $1,000
Wetland Credit Deposit Fee (Per Deposit) $1,000
Data Logger Purchase $4,500
*other project fees may apply
Summary
The North Star Wetland Bank site has the potential to create/restore approximately 123 acres of
wetland and upland buffer. Based on the concept plan, the bank may produce up to 70.235
credits that the city will have available to sell assuming that all performance standards are met,
and all credits are released to the city.
Our initial cost estimate for establishing the bank is:
Engineering: Draft Prospectus $6,500
Engineering: Prospectus $59,000-$64,000
Engineering: MBI $61,000-$66,000
Project Fees $12,000-$15,000
Preliminary Construction Estimate: Ditch plugs, outlet control
structure, erosion control, mobilization
$60,000-$65,000
Preliminary Construction Estimate: Restoration $250,000-$300,000
Engineering: Construction Monitoring/Administration $35,000-$40,000
Engineering: 5 Years of Monitoring/Reports $35,000-$40,000
Long-Term Restoration Maintenance $10,000-$20,000/yr.
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""""""""""""""""""""""""""""
"
""
"
"
"
"
"
"""
##
9
1
4906 926916920916
928926
922928
9209
1
4
910 91890691
6
912912912
912906908924914922922
924920 920906910918918908916914912
910Document Path: K:\020552-000\GIS\Maps\Northstar_DraftProspectus\Fig3_Proposed Project Plan_A Date Saved: 3/31/2023¯1 inch = 450 feet
0 450
FeetNorth Star Wetland Bank
Hugo, MN
Figure 3a - Project Plan (Option 1)
Proposed Easement Boundary
Proposed Wetland Boundary
Proposed Upland Buffer (5.12 ac)
Proposed Rehabilitation (98.71 ac)
Proposed Restoration (19.6 ac)
Potential Future ELC Trail
StormSewer
Utility Easement
LiDAR Contours
#Outlet Control Structure
"Ditch Plug
Project Plan (Option 1)
"""""
"""""""""""""""""""""""""
"
"
##
9
1
4906 9269169
2
0
916
928926
922928
9209
1
4
910 91890691
6
912912912
912906908924914922922
924920 920906910918918908916914912
910Document Path: K:\020552-000\GIS\Maps\Northstar_DraftProspectus\Fig3_Proposed Project Plan_B Date Saved: 3/31/2023¯1 inch = 450 feet
0 450
FeetNorth Star Wetland Bank
Hugo, MN
Figure 3b - Project Plan (Option 2)
Proposed Easement Boundary
Proposed Upland Buffer (5.12 ac)
Proposed Restoration (19.6 ac)
Proposed Rehabilitation (98.71 ac)
Proposed Wetland Boundary
Potential Future ELC Trail
StormSewer
Utility Easement
LiDAR Contours
Ditch Fill
#Outlet Control Structure
"Ditch Plugs
Project Plan (Option 2)
K:\020552-000\Admin\Docs\3. Phase 4_Cost Estimating\Hugo North Start Cost Estimating 052223.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Appendix B - Wetland Bank Cost Estimate 2023
1 Wetland Bank Plan - Draft Prospectus (Scoping Document)Roxy Robertson Luke Lunde Jeff Rolfson Amy Anderson Sam Phillips Dan Horejsi Chaldelia Browne Kyle Blazek Shawn Williams Blondo Monica Jakes
1.1 Project Management 5 5 655.00$
1.2 Site Visit 8 8 1,048.00$
1.3 Develop Draft Prospectus 22 3 25 3,188.00$
1.4 Meeting with City 7 7 917.00$
1.5 TEP Meeting 5 5 655.00$
Total Estimated Hours and Fee for Wetland Services 47 0 0 0 0 0 0 0 0 0 0 3 50 6,463.00$
2 Wetland Bank Plan - Prospectus Document
2.1 Project Management 36 8 6 50 7,438$
2.2 Soil Investigation and Site Characteristics 4 6 4 14 2,054$
2.2 Topographic Survey: Cross sections and LiDAR Calibration 3 11 14 3,041$
2.4 Onsite TEP/IRT Review Meeting 4 3 3 10 1,172$
2.5 Prospectus Document Report and Application Submittal 20 8 36 12 2 78 9,128$
2.6 CAD Based Concept Plans (60%)8 4 2 10 40 4 68 9,228$
2.7 Draft Conservation Easement Description/Title Review/Exhibit 1 2 18 4 25 3,621$
2.8 NHIS Data Review Request 2 2 262$
2.9 SHPO Data Review Request 2 2 262$
2.10 Hydrologic and Hydraulic Analysis 6 2 5 30 43 5,937$
2.11 Existing Vegetation Survey 8 2 32 42 4,370$
2.12 Hydrology Monitoring (Installation of water level meters/data collection)5 2 60 67 6,581$
2.13 Prospectus Comment Response 10 6 8 24 3,332$
2.14 Level Two Wetland Delineation 20 2 40 2 64 7,235$
Total Estimated Hours and Fee for Wetland Services 102 42 21 13 47 11 40 75 60 16 0 6 415 63,661$
3 Wetland Bank Plan - Mitigation Bank Instrument
3.1 Project Management 10 6 16 2,465$
3.2 Develop Vegetation Management/Monitoring Plan/Performance Standards 12 4 20 36 4,330$
3.3 Hydrology Monitoring (Installation of water level meters/data collection)5 2 5 60 72 7,398$
3.4 CAD Based Design Plans (100%) and Project Manual 3 21 80 8 112 15,695$
3.5 Engineers Estimate 6 16 22 3,471$
3.6 MBI Report and Application Submittal 18 4 26 20 4 72 8,921$
3.7 Finalize Conservation Easement Description and Easement Exhibit 16 20 4 40 7,917$
3.8 TEP/IRT Meeting 4 6 10 1,136$
3.9 Address TEP/IRT Comments 4 10 4 18 2,232$
3.10 Bidding Documents and Administration 4 2 2 16 12 36 4,733$
3.11 MBI Comment Response 10 6 10 26 3,757$
Total Estimated Hours and Fee for Wetland Services 67 18 16 11 63 20 80 61 60 20 0 28 434 62,057$
4 Wetland Bank Construction
4.1 Preconstruction Meeting 4 1 4 4 13 1,776$
4.2 Construction Administration 1 8 12 21 3,739$
4.3 Construction Staking 1 2 16 19 4,662$
4.4 Construction Observation 40 40 40 120 16,979$
4.5 As-Built Survey and Project Closeout 8 8 1 8 16 41 7,972$
4.6 15% Credit Release 6 2 8 16 2,227$
Total Estimated Hours and Fee for Wetland Services 59 0 0 11 66 16 0 4 0 40 0 0 230 37,355$
275 60 37 35 176 47 120 140 120 76 0 37 1123
Hourly Billing Rate 2023 131$ 173$ 152$ 223$ 123$ 235$ 136$ 93$ 93$ 131$ 100$ 102$
Hourly Billing Rate 2024 Estimate 138$ 182$ 160$ 234$ 129$ 247$ 143$ 98$ 98$ 138$ -107$
Hourly Billing Rate 2025 Estimate 144$ 191$ 168$ 246$ 136$ 259$ 150$ 103$ 103$ 144$ -$ 112$
Total Cost 169,536$
Completed under separate scope or optional task
Total Estimated Hours for Design, Bidding and Construction
Registered
Land
Surveyor
Registered
Engineer
Two Person
Survey Crew
Task
Description Sr. Environmental
Scientist
Environmental
Scientist
Total Labor Cost
Project
Manager
Environmental
Scientist
Office
Tech II Total
Hours
CAD DesignerQuality
Review
Graduate
Engineer
Archaeological
Sub-Consultant
ESTIMATE OF HOURS AND COST
WETLAND BANK PLAN SERVICES
Fees are estimated and are subject to change due to annual inflation rates, change in materials costs, project schedule, etc.
9:39 AM
6/6/2023 K:\020552-000\Admin\Docs\3. Phase 4_Cost Estimating\Hugo North Star Proj Budget Wksht_2023 Updated 052223
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Line Item Unit Quantity Unit Price Total Price
1 Site-wide herbicide application AC 90 $500.00 $45,000
2 Selected tree removal AC 5 $1,800.00 $9,000
3 Site-wide herbicide application AC 90 $500.00 $45,000
4 Mow or Burn AC 100 $200.00 $20,000
5 Site-wide herbicide application AC 90 $500.00 $45,000
6 Site Prep/Seeding AC 100 $800.00 $80,000
7 Supplemental trees/shrubs AC 2
$244,000
$48,800
$292,800
Engineer's Estimate of Cost - Northstar Wetland Bank Project
05.23.2023
WSB Project Number 020552-000
CONSTRUCTION SUBTOTAL
CONTINGENCY TOTAL (20%)
SUBTOTAL
Line Item Unit Quantity Unit Price Total Price
1 MOBILIZATION L S 1 $4,000.00 $4,000
2 CLAY EMBANKMENT C Y 170 $65.00 $11,050
3 TOPSOIL C Y 70 $40.00 $2,800
4 EROSION CONTROL BLANKET S Y 535 $4.00 $2,140
5 SEDIMENT CONTROL LOG L F 400 $4.00 $1,600
6 STABILIZED CONSTRUCTION EXIT EA 1 $1,500.00 $1,500
7 OUTLET CONTROL STRUCTURE EA 2 $10,000.00 $20,000
8 SILT FENCE L F 50 $5.00 $250
$43,340
$8,668
$52,008
$5,201
$57,209
INDIRECT COSTS TOTAL (10%)
GRAND TOTAL
Engineer's Estimate of Cost - Northstar Wetland Bank Project
05.23.2023
WSB Project Number 020552-000
CONSTRUCTION SUBTOTAL
CONTINGENCY TOTAL (20%)
SUBTOTAL
What is the Law Enforcement Torch Run?:
The Law Enforcement Torch Run for Special Olympics began in 1981 in Wichita, Kansas when Police Chief
Richard LaMunyon saw an urgent need to raise funds for, and increase awareness of, Special Olympics. The
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endorsed Special Olympics as its official charity through the Torch Run.
Law enforcement from all 50 United States, 10 Canadian provinces and territories and 35 nations carry the
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Torch Run is the largest grassroots fundraiser and public awareness vehicle for Special Olympics in the world.
This international program has raised over $600 million to support Special Olympics programs. More than
97,000 law enforcement personnel from thousands of agencies around the world have been “Guardians of the
Flame” and carried the “Flame of Hope.”
Tips for Selling T-Shirts/Getting Involved in Final Leg:
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the torch will be coming through your community. Contact your leg leader for details of timing and
where your rest stops will be.
•Spread the word on social media! Use your Facebook, Twitter, Instagram and other outlets to spread
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•Hang fliers around your department and local community areas (i.e. libraries, local YMCA, City Halls) to
let the public know the Final Leg is coming!
Law Enforcement Torch Run for Special Olympics Minnesota
900 2nd Ave. South Suite 300 Minneapolis, MN 55402
Tel 612.333.0999 Fax 612.333.8782 Email torchrun@somn.org
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The following items were distributed at
the Council meeting.
Agenda Number: G.21
CITY OF HUGO
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Max Gort, Associate Planner
SUBJECT: Drake and Kelsey Myhrman – Encroachment agreement to allow a retaining
wall within a drainage and utility easement on property located at 13144 Geneva
Avenue North
DATE: June 9, 2023 for the City Council meeting of June 12, 2023
ZONING: Planned Unit Development (PUD)
LAND USE: Low Density Residential (LD)
60-DAY REVIEW DEADLINE: August 8, 2023
1.DESCRIPTION OF REQUEST:
The applicant has requested an encroachment agreement to allow construction of a retaining wall
within a drainage and utility easement on property located at 13144 Geneva Avenue North. The
Senior Engineering Technician has reviewed the location of the retaining wall and is comfortable
with the request.
2.CONCLUSION/RECOMMENDATION:
Staff has reviewed the request and recommends that the City Council approve the encroachment
agreement for the property located at 13144 Geneva Avenue North.
ATTACHMENTS:
1.Location Map
2.Encroachment Agreement Resolution
3.Encroachment Agreement
4.Site Plan
Document Path: S:\Mapping\Site Maps\2023 Site Maps\8,5x11_portraitborder Date Saved: 6/9/20230 5025
Feet¯13144 Geneva Ave. N.
Location Map
Hugo, Minnesota
Parcel Boundary selection
Parcel Boundary
Roads
1 in = ~81 feet
RESOLUTION 2023-XX
APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW
CONSTRUCTION OF A RETAINING WALL AND CONCRETE WITHIN A
DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT
13144 GENEVA AVENUE NORTH
WHEREAS, an application has been filed by Drake and Kelsey Myhrman that requests
approval of an encroachment agreement to allow construction of a retaining wall within
a drainage and utility easement on the property located at 13144 Geneva Avenue North,
legally described as follows;
Lot 12, Block 2, Adelaide Landing 6th Addition, Washington County, Minnesota
WHEREAS, the City Council has fully considered the request for the encroachment
agreement.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE
CITY OF HUGO, MINNESOTA, that it should and hereby does approve the encroachment
agreement on property located at 13144 Geneva Avenue North.
ADOPTED by the City Council this 12th day of June, 2023.
________________________________________
Tom Weidt, Mayor
ATTEST:
_________________________________
Michele Lindau, City Clerk
ENCROACHMENT AGREEMENT
THIS AGREEMENT is made this 12th day of June, 2023 by and between the CITY OF
HUGO, a Minnesota municipality (hereinafter “City”) and, Drake and Kelsey Myhrman (hereinafter
“Owners”), and their successors in title.
WHEREAS, the City has an easement for drainage and utility purposes (the “Easement”)
along the westerly, northerly, and easterly portion of the Owner’s property, which is legally
described as:
Lot 12, Block 2, Adelaide Landing 6th Addition, Washington County, Minnesota; and,
WHEREAS, Owner is desirous of constructing a retaining wall partially within the easement
area; and,
WHERAS, the City will permit the placement of a retaining wall in the area described herein
subject to the terms and conditions hereof.
NOW, THEREFORE, in consideration of the premises and for good and valuable
consideration, the receipt of which is acknowledged, the City will permit the encroachment on its
easement as set forth herein and subject to the conditions set forth below:
1.Owner and their successors in title may install and maintain a retaining wall within
the Easement, and the retaining wall shall be constructed in accordance with the plans on file with
the City of Hugo.
2.No plantings, trees, permanent improvements or structures other than the retaining
wall may be maintained or placed in the easement area.
3.Owner shall maintain the retaining wall in good repair and shall not permit it to be
expanded, lengthened or to impair the City’s easement or its rights thereunder in any respect.
4.The encroachment granted to Owner herein is subject to the existing easement rights
of the City as granted in various easements.
5.The City will notify Owner if it requires removal or relocation of the retaining wall or
any part of it. Thereafter, Owner shall remove the retaining wall according to the direction of the
City and if Owner fails to do so, the City may enter upon the land and remove as much of the
retaining wall as required and cast it upon the adjoining lands. In such an event, the City shall not be
liable to Owner for any costs, loss or damage whatsoever, and may assess the property for all of its
costs incurred in removing the retaining wall, and Owner waive all formalities, requirements and
defenses arising from or relating to Minnesota Statutes Section 429 relating to or arising from the
work done by the City.
6.To the fullest extent permitted by law, Owner agrees to release, defend, protect,
indemnify, save and hold harmless the City, its agents, directors, employees, shareholders and
contractors against any and all claims, costs and liabilities, including the costs of defense for
damages, injury or death arising from or in any way connected to the installation, maintenance,
repair, removal and/or presence of the retaining wall, regardless of whether such harm is to Owner,
the City, the employees or officers, guests or invitees of either or any other person or entity, except
Owner shall not be liable under this paragraph for loss or damage to the extent resulting from the
negligence of the indemnified parties.
7.The permission granted herein is limited exclusively to the proposed retaining wall
within the specified portion of the easement area of the City’s Easement. Owner shall not alter the
grade or permit such alteration anywhere upon the land upon which the City has reserved its
easement rights without proper express written consent of the City.
8.Owner shall, at all times, use their best efforts to conduct all of their activities on said
Easement in such a manner as to not interfere with or impede the operation of the City’s Easement
and related activities in any manner whatsoever, and shall follow the direction of the City.
9.This Agreement shall run with the land and inure to the benefit and be binding upon
the parties hereto, their heirs, successors and assigns.
10.Owner shall be responsible for the costs of recording this Agreement with the
Washington County Recorder.
WHEREUPON, the parties have set their hands this day of , 2023.
CITY OF HUGO
By By
Tom Weidt, Mayor Michele Lindau, City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2023, before me, a Notary Public, personally
appeared TOM WEIDT and MICHELE LINDAU, of the City of Hugo, a Minnesota municipality within
the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority
of the City Council of the City of Hugo, and TOM WEIDT and MICHELE LINDAU acknowledge said
instrument to be the free act and deed of said City of Hugo.
__________________________________________
Notary Public
Drake Myhrman, Owner
_____________________________________
Kelsey Myhrman, Owner
STATE OF MINNESOTA )
) ss. (Individual Notary)
COUNTY OF WASHINGTON)
On this _____ day of __________________, 2023, before me, a Notary Public, personally
appeared Drake and Kelsey Myhrman, a married couple, who signed the foregoing instrument and
acknowledged said instrument to be his free act and deed.
__________________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
David K. Snyder
Johnson & Turner, P.A.
56 East Broadway Avenue, Suite 206
Forest Lake, MN 55025
(651) 464-7292