HomeMy WebLinkAboutPC PACKET 07.25.2024 � �V
Agenda EST.w06
Hugo Planning Commission
Thursday, July 25, 2024
Hugo City Hall
7:00 PM
A. ROLL CALL: Andress, Arcand, Derr, Granger, Kelly, Kleissler, Lessard, Petty
B. PLEDGE OF ALLEGIANCE
C. APPROVAL OF MINUTES
1. July 11, 2024
D. PUBLIC HEARING
1. Fenway Land Company—Site Plan and PUD Amendment requests to construct five
12-unit apartment buildings to be known as "Oneka Fields"
2. Ordinance Text Amendment— Egress Windows
E. NEW BUSINESS
F. OLD BUSINESS
G. ADJOURNMENT
If you need accommodations for the Planning Commission meeting please contact
Rachel Juba at (651)762-6304 or riuba@ci.hugo.mn.us,thank you.
Minutes for the Planning Commission Meeting of Thursday, July 11, 2024
Chair Kleissler called the meeting to order at 7:00 pm.
PRESENT: Andress, Arcand, Derr, Granger, Kelly, Kleissler, Lessard, Petty
ABSENT: None
STAFF: Rachel Juba, Community Development Director
Max Gort, Associate Planner
Pledge of Allegiance.
Approval of Minutes for the Planning Commission Meeting of May 9, 2024
Commissioner Derr made a motion, seconded by Commissioner Andress, to approve the minutes for
the Planning Commission meeting of April 11, 2024.
AYE: Andress, Derr, Kelly, Kleissler, Petty
NAY: None.
ABSTAIN: Granger, Lessard
Motion carried.
Public Hearing: Ordinance Amendment—Solar Farms
Associate Planner Gort presented background on the history of the city ordinance relating to solar
farms, and the current directive from the City Council to proposed an ordinance amendment that
would prohibit their construction within the city. The solar energy systems ordinance was adopted in
2016, which outlines rules and regulations for accessory solar, which provides solar energy for
individuals to use on their own property, and solar farms, which distribute solar energy to off-site users
on a larger scale. There was one solar farm project approved in 2018 on 165t" Street that drew
significant negative feedback from the community, primarily concerned with aesthetics and character
of the area. Due to rising interest in solar farm development, the City Council and Planning Commission
decided to review the ordinance relating to solar farms in 2023. The Ordinance Review Committee
(ORC) convened and recommended several revisions to the performance standards, including
increased setbacks, a maximum size of the solar array, and landscaping requirements. The City Council
adopted these revisions in 2023, and a solar farm was proposed on Everton Avenue with the new
development standards in place. The Everton Avenue solar farm proposal was heard by the Planning
Commission at its April 11, 2024 meeting with a public hearing, and drew significant negative feedback
from the community— largely the same concerns that were heard in 2018. The Planning Commission
recommended approval of the proposal, but the City Council found that the solar farm would not meet
the character of the area, and denied the request on May 6, 2024. The City Council discussed the
direction for the ordinance, and wanted to get feedback from the community about prohibiting the
July 11, 2024 PC Minutes
Page 2
future development of solar farms, primarily asking community members whether they would want to
live next to one. The City Council directed staff to draft text amendments to the ordinance that would
prohibit the development of solar farms, and hold a public hearing with the Planning Commission. Gort
presented two draft text amendments, the first of which amends the definition for solar farms with
clarifying language, and the second of which prohibits their development in any zoning district within
the city. Staff recommended that the Planning Commission hold a public hearing and take all
comments, and to discuss the solar farm ordinance based on the comments received, before making a
recommendation to the City Council.
Commissioner Granger asked if staff was intending for the Planning Commission's recommendation to
be the text amendments as presented. Gort responded that staff does not have a specific
recommendation for the text amendments, but that the Planning Commission can make any
recommendation based on their discussion.
Chair Kleissler asked how the public hearing was noticed. Gort responded that the notice was
published in the Citizen newspaper and on the City website, but that residents did not receive a notice
in the mail since the city's application was not tied to a specific property.
Chair Kleissler opened the Public Hearing at 7:12 PM.
John Udstuen, 15190 Everton Ave N, stated that he is opposed to allowing solar farms within the city,
comparing solar farms to a factory being placed next to houses. Udstuen stated that he wants to
continue to allow accessory solar, and protect future development potential on large parcels.
Arnie Triemert, 15220 Everton Ave N, stated that he wouldn't want to live next to a solar farm.
Mark Lutz, 8112 157th St N, stated that he wants to allow property owners, such as himself, the
opportunity to construct a solar farm to earn supplemental income, and thinks they are a good fit in
the agricultural areas of the city.
Jimmie Gregoire, 16720 Henna Ave N, stated that he lives next to the existing solar farm on 165th
Street and had been vocal in his opposition to it. Gregoire stated that he wants to continue to allow
property owners the opportunity to develop solar farms, but feels that much larger buffers from view
on adjacent property should be put in place, suggesting a minimum lot size of over 40 acres.
John Lutz, 8050 157th St N, stated that he and his brother who spoke previously are working with a
developer to construct a solar farm as a way to supplement the income from their farm, and see it as a
way to keep their acreage intact without needing to subdivide and sell smaller parcels or construct
more disruptive uses such as a feedlot. Lutz said that he thinks the Planning Commission should
evaluate solar farm proposals on a case-by-case basis, reviewing how many people are impacted,
rather that prohibit them completely. Commissioner Andress asked what he meant by impact, Lutz said
that he meant the number of people who had a visible sightline.
July 11, 2024 PC Minutes
Page 3
Daniel Baack, 6662 Lacasse Dr in Lino Lakes, asked about state directives for providing renewable
energy, and stated that he wants the city to continue permitting solar farms as a way to generate
renewable energy and for farmers to be able to supplement their income.
Ben Krull, 15350 Everton Ave N, stated that he believes Hugo residents do not want solar farms and
that the only people proposing them are not Hugo residents.
Nathan Dull, Minnesota Land and Liberty Coalition, stated that he believes prohibiting solar farms is
too extreme, and mentioned uses that are more disruptive to neighbors than solar farms.
Chair Kleissler asked the Planning Commission and staff to address some public comments.
Commissioner Petty asked if the existing solar farm project on 165th Street had screening
requirements, Juba said that they had a landscape plan that exceeded the screening requirements at
the time, and that the plan would meet the current ordinance standards with the 2023 revisions.
Commissioner Granger asked if there are any other cities in Minnesota that prohibit solar farms, Juba
says yes.
Daniel Baack returned to the podium and asked if the question could be brought to a referendum. Juba
said that the city only puts items that are required to be decided via referendum on the ballot, and that
ordinance discussions are not one of those topics. Baack stated that the sample size present at the
public hearing may not be entirely representative and asked if the Planning Commission would
consider wider reaching methods of soliciting community feedback, Chair Kleissler responded that the
public hearing process is intended to serve that purpose.
Chair Kleissler closed the Public Hearing at 8:03 PM.
Commissioner Petty commented that nobody can truly speak for all residents of Hugo, including the
Planning Commission, that there are much more disruptive uses with greater impacts to neighbors
allowed on agricultural property, and that she would not mind living next to a solar farm. Petty stated
that there is room for a discussion for revising the ordinance to address concerns before prohibiting
solar farms.
Commissioner Andress stated that he has a problem with prohibiting solar farms when the city has
made efforts for natural resource conservation, and stated he has family members in situations where
the ability to construct a solar farm could be financially beneficial.
Commissioner Lessard said that the greater than 40-acre minimum lot size proposed during the public
hearing, with the 5-acre solar array placed in the middle, would be too large, stating that it could
prevent the property from being subdivided. Commissioner Granger said that the minimum lot size
doesn't matter so much as how close the solar farm could potentially be located to adjacent property.
July 11, 2024 PC Minutes
Page 4
Commissioner Arcand said that the current ordinance and its revisions went through a long and
intensive process and weren't rushed, and that he would prefer to live next to a solar farm compared
to a more disruptive use.
Commissioners Lessard, Petty, and Arcand all stated that they would prefer to revisit the ordinance
before prohibiting solar farms.
Commissioner Kelly stated that there could be places within the city that the community is more
comfortable with solar farms.
Commissioner Granger stated that the review process with the Everton Avenue solar farm proposal did
its job since there were multiple bodies reviewing it, and the proposal was ultimately denied.
Commissioner Derr stated that the last time the Planning Commission considered prohibiting a use was
with short-term rentals, which was due to extensive community complaints without any feedback in
the other direction. Derr stated that solar farms are much less disruptive than short-term rentals and
other allowed agricultural uses.
Chair Kleissler said that the Planning Commission was able to hear several different perspectives
including some that they hadn't heard before. Kleissler stated that she personally would not want to
live next to a solar farm, but recognizes that property owners don't own their view.
Commissioner Granger stated that of the comments they've heard there has been a balance of those in
favor of the prohibition and those against it, but points to the small sample compared to the
community as a whole. Commissioner Petty stated that while the representative sample size is small,
that the viewpoints expressed were different enough from each other that she felt the Planning
Commission could make a sufficiently informed decision.
Chair Kleissler asked about viewpoints from Xcel Energy or the city's planning consultants at Landform.
Juba stated that Landform hasn't been involved with this discussion topic, but that Xcel's
representative, Mike Wilhelmi, spoke at the 2023 workshop. Wilhelmi stated at the workshop that
while they're required to accept solar energy systems to interconnect into their distribution system,
that they prefer larger utility-scale systems over the small-scale systems that third-party developers
propose. Commissioner Lessard asked if the smaller systems make a sizable difference for renewable
energy generation, Juba said that Xcel Energy would be better suited to answer that question.
Commissioner Derr stated that he thinks there's some room for more restrictions that could effectively
address community concerns.
No further discussion.
Commissioner Petty made a motion, seconded by Commissioner Granger, to recommend denial of the
text amendments as presented, and to recommend a joint workshop with the Planning Commission
and City Council.
July 11, 2024 PC Minutes
Page 5
All ayes.
Motion carried.
The Planning Commission's recommendation will be heard by the City Council at their meeting of July
15, 2024.
New Business
None.
Old Business
None.
Adjournment
Commissioner Petty made a motion, seconded by Commissioner Derr, to adjourn at 8:28 PM.
All ayes.
Motion Carried.
Respectfully Submitted,
Max Gort, Associate Planner
Agenda Number: D.1
CITY OF HUGO
PLANNING AND ZONING
APPLICATION
STAFF REPORT
TO: Hugo Planning Commission
FROM: Rachel Juba, Community Development Director
SUBJECT: Fenway Land Company—PUD Amendment, Preliminary Plat, and Site
Plan for an apartment development to be known as "Oneka Fields"
DATE: July 16, 2024, for the Planning Commission meeting of July 25, 2024
ZONING: Planned Unit Development(PUD)
LAND USE: Low Density Residential (LD)
DEADLINE DATE: August 26, 2024 (60-days)
1. DESCRIPTION OF REQUEST:
The applicant is requesting approval of the following requests:
• A PUD amendment to The Shores of Oneka Lake PUD plan to include the subject
property. The property is Outlot C, The Shores of Oneka Lake.
• A preliminary plat for 5 - 12 unit apartment buildings on one lot.
• A site plan 5 - 12 unit apartment buildings and associated improvements.
2. CONTEXT:
A. Surrounding land Use and Zoning
The other additions to The Shores of Oneka Lake PUD lie to the south and east of the site. The
properties to the west are zoned PUD and General Business (C-2) and are vacant and include
businesses. The property to the north is zoned Single Family Detached Residential (R-3) and is
vacant.
Page 2
B. Natural Characteristics of Site
The property is generally flat and does not include any wetlands. It has a small portion of
floodplain along the ditch to the south and east.
C. Environmental Assessment Worksheet(EAW)
Due to the size of the project, the previous applicant was required to complete an Environmental
Assessment Worksheet(EAW) for the proposed development on this site. The purpose of the
EAW is to identify potential environmental impacts for a specific development and to determine
whether or not a more extensive Environmental Impact Statement(EIS) is required.
Environmental impacts include impacts to surface waters, natural areas, utilities, transportation
systems, historic sites, noise impacts, etc.
The EAW for the proposed development of this site was completed in February 2006 and
distributed to various agencies for public comment. The City Council reviewed the EAW and the
comments received at their May 1, 2006 meeting and determined that an EIS was not needed for
the project.
Since this plan is similar, but smaller, a new EAW will not be required. However, as this project
progresses, staff will need to ensure that the assumptions of the EAW are still valid.
3. ANALYSIS:
A. Level of Discretion in Decision Making
The City has relatively high level of discretion in approving a PUD. A PUD must be consistent
with the City's comprehensive plan. The City may impose reasonable requirements in a PUD not
otherwise required if the City deems it necessary to promote the general health, safety, and
welfare of the community.
The City's discretion in approving or denying a preliminary plat is limited to whether or not the
proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it
meets these standards, the City must approve the preliminary plat.
The City's discretion in approving or denying a site plan is limited to whether or not the
proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If
it meets these standards, the City must then approve the site plan.
B. Consistency with Ordinance Standards
Planned Unit Development (PUD)Amendment and Site Plan
In May of 2022, the City Council approved a PUD general plan for The Shores of Oneka Lake.
The approved plan included 218 residential lots. The housing types are proposed to be a
Page 3
combination of single family homes, villa homes, and twinhomes. Recently, there was a PUD
amendment to change some of the undeveloped twinhome lots in the carriage home lots, which
are a detached residential product. This brought the approved total residential units to 219. The
PUD general plan showed a concept of this property that included 100 units of apartments. The
apartment units were not formally approved at that time, since the developer did not have final
plans for the apartments. It was noted that a PUD amendment and PUD final plan would need to
be reviewed and approved, with a public hearing,prior to development of the property for
apartments.
The proposal for Oneka Fields includes a five apartment buildings with 12 apartment units in
each building. This is a total of 60 apartment units. This will bring the total units for The Shores
of Oneka Lake PUD plan to 279 units. The project will be managed and maintained with services
such as lawn care and snow removal. The project will be served and provided access from private
driveways.
The plan includes a good land use transition from the other development additions with the
location of the ditch and stormwater ponds.
Density
The PUD ordinance allows for internal transfer of density and a variety of land uses for a planned
development project. The applicant is proposing a mix of single family, villa, carriage,
twinhome, and apartment units in the development with the PUD amendment.
The maximum development density for a PUD in the zoning district is 4 units per 1 acre. The
applicant is proposing a residential net density of 2.75 units per 1 acre, which fits the
requirements of a PUD. This is calculated for The Shores of Oneka overall PUD general plan.
The proposed density meets the ordinance standards.
Lot and Building Standards
The applicant is proposing the following setbacks:
Minimum building setback from 25 feet
street right-of-way
Minimum building setback from 20 feet
private driveway
Minimum building setback from 15 feet
exterior property lines
Minimum setback between 60 feet
buildings
Minimum parking setback from 10 feet
street right-of-way
Maximum building height 35 feet
Page 4
Minimum lot area to be covered 52%
by impervious surface
Development Phasing
The developer is proposed to construct the buildings at the same time to be completed in 2025.
Landscaping/Signage/Lighting
Section 90-272 of the Hugo City code requires that all for apartment construction, all
areas not covered by building, parking, driveways, or impervious storage areas shall
be landscaped and maintained in accordance with Section 90-181. Section 90-181
outlines those landscaping requirements. The ordinance requires 60 deciduous trees, 60
coniferous trees, 47 ornamental trees, and 235 shrubs. The applicant is exceeding the landscape
requirements for the project.
The applicant is showing the parking areas and greenspaces to be landscaped. In addition the
applicant is showing a landscaped location for a monument sign at the entrance of the project. A
sign application shall be reviewed and approved by staff prior to installation.
The plan shows location for lighting for the project. The lighting generally meet the ordinance
standards, however a final plan shall be reviewed and approved by staff.
Park Dedication/Openspace
With The Shores of Oneka PUD general plan the project dedicated land and fee to satisfy the
park dedication requirements. The land dedicated is the upland areas of Outlot G along Oneka
Lake, which now includes a public trail. The proposed land dedication of 3.89 acres satisfied
40.5% of the requirement. The remaining would be satisfied with payment of 59.5% of the fee
($3,400 per unit). The fee for each unit is $2,023 totaling $121,380.
This development is in Neighborhood Park Service Area 10 which is served by Oneka Lake Park,
the future park currently called the Bernin Property and the public boat launch on Oneka Lake.
Oneka Lake Park and the Bernin Property are immediately south of the development. The
previous park dedication expands the city park properties and provide opportunities for a more
expansive open space and trail network. The Parks Commission anticipates additional planning
of the park properties as this property develops.
The developer is also providing a recreation area for the apartment residents as required by
ordinance. The area includes, landscaping,picnic tables,benches, and playground equipment.
Streets/Access
The roundabout at TH 61 and 1591h Street will serve as the primary access for the development
and is open to traffic as of late last fall. Two access points into the site are proposed with one
Page 5
being located on 159th Street and the other being located on Goodview Avenue. Minor
modifications along with signage comments have been requested as part of the plan comment
process.
Parking
The City Code requires two spaces per unit plus one stall per five units. The site plan shows
single stall garages for each unit. The applicant has indicated that one parking stall per unit
would be provided in the garage and a second in the driveway. Driveways are required to be a
minimum of 22 feet long and must be dimensioned on the plans. Additionally, 24 guest parking
stalls are provided where 12 are required. This meets the ordinance requirements for number of
units.
No parking will be allowed on the private drives and the apartment contracts should include
language to this effect. As noted in the Multi-Family Development Design Guidelines, garages
should remain open for vehicle parking and the contracts should address that as well.
Sidewalks and Trails
The trail along 159th Street will be extended to the north with the development. Staff
recommends the developer evaluate whether internal sidewalks should be provided for the
development.
Grading, Drainage, and Water Re-use
As part of the Shores of Oneka Lake development, the planned stormwater management for this
site was accommodated already in the development. We have confirmed the assumptions for the
site at the time of initial design are in accordance with current plans. In fact, the site contains
less impervious coverage than previously anticipated. The site is meeting water quality
requirements primarily through water reuse for onsite irrigation. The applicant will need to
submit the water reuse plans for the development for review.
The retaining wall proposed will be the responsibility of the development without City
maintenance responsibilities.
Utilities
The sanitary sewer and watermain will be connected to stubs provided in a previous phase of this
development. The construction plans correctly show a watermain being extended along 159th
Street. Watermain is also looped through the development from Goodview Avenue to the
watermain constructed within 159th Street.
Wetlands
There are no wetland on the property.
Page 6
Management of the Apartments
A management company is proposed for the development. The developer is responsible to
own/operate/maintain community areas, landscaping, retaining walls, and the water re-use
system. The management company should also provide for restrictions on outdoor storage,
parking (no boats, campers, or trailers) in order to keep the community looking orderly and well
maintained.
Building Architecture and Materials
All apartments are required to comply with the City of Hugo Multi-Family Development Design
Guidelines adopted December 19, 2005. The general intent of the design guidelines is to improve
the overall quality of development and to avoid monotony in new developments.
The applicant has provided architectural elevations of the buildings and an electronic material
sample board to show the type, color, and materials used in all proposed external surfaces. The
buildings are two-story and meet the building height requirements. As proposed, the
development generally meets the design guidelines:
• Building Mass: Units should be articulated to break up the building mass. Rooflines and
building faces should be broken up at least every 50 feet.
The buildings are well-designed with good articulation to the building face to provide interest
and variety. The roofline is broken up by gables and dormers.
• Monotony: to the extent possible, developments should limit the number of units that are
adjacent to each other with the same color, materials or design.
The developer is showing all five buildings with the same exterior. The materials are a mixed
of lap and board and batten vinyl siding in white and grey, with grey stone and white flat
panel accents. Staff encourages the applicant to expand the palette and provide additional
colors to for variety to eliminate monotony within the project.
• Four-sided design: Buildings are required to be designed in a manner where they look like
the same building on all sides.
The applicant is proposing a building that has been designed in a manner so that all sides of
the building look generally the same. There are no unfinished sides. Each elevation contains
doors, windows, and gables. Additionally, material treatments are applied to all four sides
equally.
• Building materials and design: Buildings are required to be constructed of high-quality
materials and a variation of building materials and accent materials are to be used. The
Page 7
design guidelines require at least 25% of the building to be higher quality materials (other
than lap siding).
The plan shows approximately 10% stone on the front and rear elevations and 10% stone on
the side elevations. Staff recommends the applicant meet the intent of the guidelines by
adding stone to each elevation of the buildings. The plans do not show downspouts or gutters.
These must be designed integral to the building and must be submitted for review and
approval by staff.
Final color palettes, physical material samples, and revised building elevations shall be reviewed
and approved by staff prior to the issuance of a building permit.
Preliminary Plat
Lot Size
The primary plat will be one lot for all of the units for the buildings.
Drainage and Utility Easements
Drainage and utility easements for the sanitary sewer and watermain are shown correctly on the
plans.
4. CONCLUSION:
Staff has reviewed the PUD amendment, preliminary plat, and site plan for consistency with the
standards outlined in the City Code and finds that the application is consistent with all the
standards.
5. RECOMMENDATION:
Staff recommends approval of the amendment to the preliminary plat and PUD, subject to the
conditions listed in the resolution.
ATTACHMENTS:
1. Location map
2. Resolution
3. Engineers Memo dated July 22, 2024
4. Applicants Narrative
5. Previously Approved Preliminary Plat Showing Concept of Apartments
6. Oneka Fields—Development Plans
7. Apartment Architectural Elevations
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RESOLUTION 2024-
APPROVING PLANNED UNIT DEVELOPMENT (PUD)AMENDMENT,
PRELIMINARY PLAT,AND SITE PLAN FOR"ONEKA FIELDS" APARTMENTS
WHEREAS, Fenway Land Company has requested approval of a PUD amendment, preliminary
plat and site plan to allow construction of 60 apartment units in five buildings on property legally
described as:
Outlot C, The Shores of Oneka Lake
WHEREAS, the request is for a PUD amendment to The Shores of Oneka Lake PUD General
Plan;
WHEREAS,the Planning Commission has reviewed said PUD amendment at a duly called Public
Hearing on July 25, 2024, and recommends approval subject to the conditions listed;
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 Fenway Land
Company for the PUD amendment, preliminary plat, and site plan, subject to the following
conditions:
1. A PUD amendment is approved to allow the construction of 60 apartment units in five
buildings on one lot,in accordance with the application and plans received on June 7,2024,
and revisions received on June 27, 2024, except as amended by this resolution.
2. The plans must comply with The Shores of Oneka Lake PUD approvals in Resolution
2022-32, except as amended by this resolution.
3. The plans must be revised to comply with the City Engineer's memo dated July 22, 2024,
and redlines comments provided to the applicant.
4. Prior to the installation of any signs, the developer shall obtain a sign permit.
5. The developer is responsible for obtaining all local, State, and Federal permits.
6. The PUD amendment includes approval of the following building setbacks:
Minimum building setback from 25 feet
street right-of-way
Minimum building setback from 20 feet
private driveway
Resolution 2024-
Page 2
Minimum building setback from 15 feet
exterior property lines
Minimum setback between 60 feet
buildings
Minimum parking setback from 10 feet
street right-of-way
Maximum building height 35 feet
Minimum lot area to be covered 52%
by impervious surface
7. Guest parking shall comply with the Americans with Disabilities Act as may be applicable.
8. No parking will be allowed on the private drives.
9. The private drives must comply with City standards for private drives.
10. The plans must be revised to show snow storage areas on the plans.
11. No signage is proposed at this time. Should signage be desired, the applicant must apply
for a sign permit with details ensuring compliance with ordinance requirements.
12. The developer is responsible to construct/own/operate/maintain community areas,
landscaping, retaining walls, and the water re-use system.
13. With The Shores of Oneka PUD General Plan the project dedicated land and fee to
satisfy the park dedication requirements. The land dedicated is the upland areas of Outlot
G along Oneka Lake. The proposed land dedication of 3.89 acres satisfied 40.5% of the
requirement. The remaining would be satisfied with payment of 59.5% of the fee ($3,400
per unit) which totals $441,014. The fee for each unit is $2,023.
Prior to issuance of building permits:
14. Final Plat and Development Agreement shall be executed and recorded.
15. All development fees shall be paid.
16. The architectural plans must be revised to address the following:
a. Final elevations of the buildings shall be reviewed and approved by staff prior to
the issuance of a building permit.
b. The applicant shall add stone to meet the intent of the Multi-Family Design
Guidelines.
c. The applicant shall expand the color palette to provide additional colors for the
buildings to eliminate monotony within the development. The applicant will work
with staff to finalize the design and color palette.
d. The applicant shall provide a final color palette and physical material sample for
City review and approval.
Resolution 2024-
Page 3
e. All ground-level mechanical units shall be low profile and located to the side or
rear of the building and shall be screened from view of adjacent properties.
f. The gutters and drainpipes shall be integrated into the building design and shall be
reviewed and approved by staff.
17. The lighting plan must be updated and submitted for review and approval by City staff.
The developer shall provide cut-sheets for the pole and wall mounted light fixtures and
they will need to be reviewed and approved by staff. Shields shall be added to the lights
to reduce glare.
18. The developer shall provide the City with a copy of the draft apartment agreement or
similar document. The document should address the following:
a. No parking shall be allowed on the private drives.
b. Private garages should remain open for vehicle parking.
c. Trash and recycling will be individual unit containers and the contract will be
managed by the apartment manager.
19. Geometries and turning movements in the development shall be reviewed and approved
by staff.
20. The applicant shall review if internal sidewalks can be added to the plans.
ADOPTED by the City Council this 5th day of August, 2024.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
wsb
July 22, 2024
Ms. Rachel Juba
Community Development Director
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Oneka Fields
Final Plat Review
WSB Project No. 025586-000
Dear Ms. Juba:
We have reviewed the Final Plat submittal for the Shores of Oneka Lake 4t"Addition. We have
reviewed the following information related to this application:
• Oneka Fields Final Plat, by Carlson McCain
• Oneka Fields Sanitary Sewer, Watermain, Storm Sewer, and Street Construction Plans
0 0 dated June 7, 2024.
a. Oneka Fields Hydrology Memo, by Carlson McCain, dated 61712024
w 0 Oneka Fields turning movements for fire truck access, by Carlson McCain, dated
CO 06127124.
Based on the review of the documents, we offer the following Engineering comments related to
CD
LO this application:
00
CO General/Access
Ln
ID
1. The subject property is located east of Highway 61 at the intersection of 159t" Street and
Goodview Avenue, adjacent to the Shores of Oneka Lake development.
2. The roundabout at TH 61 and 159t" Street will serve as the primary access for the
development and is open to traffic as of late last fall.
3. 159t" Street will be extended from Goodview Avenue to the north plat line. 159t" Street will be
z constructed to a width of 32-ft face of curb to face of curb and include an 8-ft trail along the
east side, consistent with the portion of 1591" Street already constructed.
a4. Two access points into the site are proposed with one being located on 159t" Street and the
a other being located on Goodview Avenue. Minor modifications along with signage
Z comments have been requested as part of the plan comment process.
a 5. The retaining wall proposed will be the responsibility of the development without City
maintenance responsibilities.
0
N Utility Plan
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6. An 8" sanitary sewer will be extended along 159t" Street North from an existing sanitary
sewer stub extended from the intersection of Goodview Avenue North and 1591" Street. An 8"
w sanitary sewer will also be extended from the stub previously extended from Goodview
LU Avenue into and throughout the Oneka Fields site to provide service to the five buildings.
7. The construction plans correctly show an 8"watermain being extended along 159t" Street.
= Watermain is also looped through Oneka Fields from Goodview Avenue to the watermain
constructed within 159t" Street.
w 8. The sanitary sewer will be connecting into an 8" sanitary sewer stub provided in a previous
CO
phase of this development.
Ms. Rachel Juba
July 22, 2024
Page 2
9. Drainage and utility easements for the sanitary sewer and watermain are shown correctly on
the plans.
Stormwater Management
10. As part of the Shores of Oneka Lake development, the planned stormwater management for
this site was accommodated in the original design. We have confirmed the assumptions for
the site at the time of initial design are in accordance with current plans. In fact, the site
contains less impervious coverage than previously anticipated. The site is meeting water
quality requirements primarily through water reuse for onsite irrigation. The remaining water
quality required will be provided by the stormwater ponds previously constructed as part of
the Shores of Oneka Lake Development.
11. The site meets rate control requirements through the stormwater ponds within the overall
development.
12. The applicant will need to submit the water reuse plans for the development for review.
13. Detailed redline comments have been provided to the applicants engineer related to storm
sewer layout, public vs. private ownership, and maintenance responsibilities.
Wetlands
14. No wetland impacts are proposed with the Oneka Fields development.
Thank you for the opportunity to provide comments on this project. Additional detailed, red-lined
comments for streets and utilities have been provided to the applicant's engineer. We will have
meetings to discuss how they propose to modify the plans. These minor comments will need to
be addressed prior to approval of the construction plans. If you have any questions, please do
not hesitate to contact me at 651-286-8463.
Sincerely,
%%/ WF1w'
Mark Erichson, PE
City Engineer
cc: Scott Anderson, Public Works Director(email only)
Liz Finnegan, Senior Engineering Technician (email only)
Brian Krystofiak, Carlson McCain (email only)
S:\Users\R Juba\DEVELOPMENT PROJECTS\The Shores of Oneka Lake\Oneka Fileds_PUD
Amendment and Apartment Site Plan\Engineers Memo and Comments\Engineers Memo Oneka
Fields Apartments- 07.22.24.docx
Fenway Land Company
Oneka Fields Townhomes
Shores of Oneka Lake PUD Amendment
Hugo, MN
Introduction
Fenway Land Company is thrilled to introduce Oneka Fields, a new rental residential
neighborhood featuring 60 beautifully designed homes. Situated within the larger Shores of
Oneka Planned Unit Development, these townhomes add a diverse housing option to the area
while fostering a close-knit community of renters. As the City of Hugo continues to expand, the
demand for housing grows, and our townhomes are poised to meet this need by offering high-
quality rental homes.
The townhomes will be professionally managed, ensuring that the property will be well
maintained with services such as lawn care and snow removal.
With extensive experience in the rental property market in the Twin Cities, Fenway Land
Company and their partners recognize Hugo as a prime location for new rental developments.
The city's growth and increasing demand for housing make it an ideal place to provide a
valuable alternative to for-sale properties. This rental community caters to a wider range of
residents, from young professionals to families and retirees. Our development aims to fill this
housing gap, offering modern, comfortable, and convenient living options for those looking to rent
in this vibrant community.
Page 1 16
Fenway Land Company
Architecture
The townhomes at Oneka Fields are designed with attention to detail and create a visually
appealing and modern community.The exteriors feature a high-quality blend of stone veneer,vinyl
siding, and vinyl Board & Batten siding, which together provide a sleek, contemporary.look.
A few distinctive aspects of the townhomes include the large windows,and the private decks and
balconies for each apartment. The varied rooflines and detailed facades contribute to the
individuality of each building while maintaining a harmonious overall appearance.
The thoughtful integration of materials, colors, and textures ensures that Oneka Fields will remain
attractive and inviting for years to come,providing residents with a beautiful and comfortable living
environment.
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Page 2 a 6
Fenway Land Company
Floorplans
The townhomes at Oneka Fields will range in size from 850 to 1450 square feet, offering a variety
of layouts to accommodate different needs and lifestyles.Offering one-, two- and three-bedroom
options, the townhomes are designed to provide comfortable and practical living spaces.
One-bedroom apartments, ideal for singles or couples, feature an open-plan living area, ample
closet space and a well-appointed bathroom.
The two-bedroom apartments are perfect for small families,roommates or young professionals that
need an at-home office.These homes include a larger living area, bedrooms with generous storage
space, and different layouts that include both one and two bathrooms.
The three-bedroom units cater to larger families or those needing extra space. These townhomes
feature expansive living areas, three well-sized bedrooms and two bathrooms.
All apartments are designed with modern living in mind, offering fluid layouts that create both a
sense of openness and connection between spaces. The combination of thoughtful design, ample
storage and a variety of sizes makes these townhomes suitable for a wide range of demographics.
The townhomes will be set at the market rate so that they are competitively priced while providing
a high-quality living experience.
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Page 4 6
Fenway Land Company
Amenities
The development will include over 6000 square feet of green space and a playground,providing
recreational opportunities for families with children or pets. Additional off-street parking spaces
will ensure convenient parking for residents and guests and residents will also have access to all
amenities within the Shores of Oneka Lake community, including the trail connections and access to
the city-owned parks.
Landscaping
The landscaping plan on Outlot C includes placing buffer trees and shrubs between the townhomes
and the road to provide cover and additional privacy for residents. Monumentation will be placed
at the entrance of the neighborhood, enhancing the sense of arrival and community identity. A
variety of plant species will be used throughout the landscaping.
Density
The overall density for the site of Shores of Oneka Lake are guided as four units per acre. M/I
Homes is currently at 2.27units per acre based on their plan to build 218 lots on 95.99 of buildable
acres. Fenway plans to add 60 lots on an additional 5 acres in Outlot C, bringing the total density
to 2.75 units per acre.
Streets & Utilities
The site will have two access points:one on Goodview Avenue North,and one on 1591h Street North.
Both access points will be two-way roads, allowing for easy access from either direction.
Wetlands, Stormwater Management, and Water Re-Use
Stormwater ponding for Outlot C was designed and constructed in Outlot A during Phase 1 of the
Shores of Oneka Lake PUD. Water re-use and irrigation for the townhomes will be sourced from
the pond in Outlot A. There are no wetlands on Outlot C.
Floodplain
There is a floodplain resulting from a ditch extending approximately north-south along the
Southern eastern borders of the development. Proper planning and construction measures will
ensure that the townhomes are not affected by this floodplain.
Page 5 16
Fenway Land Company
Environmental Assessment Worksheet
In 2006,an Environmental Assessment Worksheet (EAW) was completed for the subject property.
The proposed development at that time included 975 single familyand multi-family residential units
on 369 acres.
The new development plan includes a total of 278 lots on about 100 acres of buildable land.
Development Schedule
Construction of the development will start in Fall of 2024 with an anticipated building completion
in the spring/summer of 2025.
Contact Information
Applicant:
Fenway Land Company
ATTN: Mark Guenther
13925 Fenway Blvd N.
Hugo, MN 55038
651-425-0469
Engineer:
Carlson McCain
ATTN: Brian Krystofiak
3890 Pheasant Ridge Drive Northeast
Suite 100
Blaine, MN 55449
Site Data:
PID# 17-031-21-14-0002, Outlot C
Page 6 16
Minneapolis/St. Paul Division
to
�; ■ 5354 Parkdale Dr.#100
St. Louis Park. MN 55416
M / I HOMES (763)586-7200 OFFICE
To Whom it May Concern with the City of Hugo,
M/I Homes of Minneapolis/St. Paul, LLC is the developer of The Shores of Oneka Lake development
located in the City of Hugo,which contains a total number of 219 lots with a density of 2.22 units per
acre. Within this development include Outlots B and C,which were retained by Fenway Land Company
and planned for multi-family development.The entire area is guided for an overall density of four units
per acre.
Fenway Land Company has applied to the City of Hugo for a Planned Unit Development(PUD)
Amendment proposing a new residential neighborhood featuring 60 rental townhome units.We
support the additional density that these units will add, assigning additional percentage of the allowable
density to Outlot C,and feel that the rental townhomes will complement the community by providing
additional housing options for the residents of the City of Hugo.
Please contact us with any questions.
Sincerely,
Emily Becker
Land Development and Entitlements Manager
M/I Homes of Minneapolis/St. Paul, LLC
763-586-7217
ebecker@mihomes.com
AUSTIN I CHARLOTTE I CHICAGO I CINCINNATI I COLUMBUS I DALLAS/FORT\VORTH I DETROIT I FT MYERS/NAPLES I HOUSTON I INDIANAPOLIS
MINNEAPOLIS/Si PAUL I NASHVILLE I ORLANDO I RALEEIGH I SANANTONIO j SARASOTA I TAP1PA
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The Shores of Oneka Lake PUD General Plan
THE SHORES OF ONEKA LAKE VICINITY MAP
HUGO, MINNESOTA
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5 OUTLOT J 5 �� I I I' 3. PRELIMINARY PLAT INDEX
n,� ` 4 25 I 4-8. PRELIMINARY PLAT
CALL oc , ____ 26 6 6' OUTLOT G / \ I lip 10-11. PRELIMINARY SITE&UTILITY PLAN PRELIM NARY STE&UTILITY PLAN INDEX
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2 'w 7 �I\ 12. PRELIMINARY GRADING INDEX
__________________________�__ _�?_ — 23-19. PRELIMINARY GRADING& E
L_L _ __ _ ___- r \ I ! EROSION CONTROL PLANS
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/ q5'�-� l, r�[3// T �\ \ I �O l�� 11 II I 22. RETAINING WALL PROFILES
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ONEKA FIELDS VICINITY MAP
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I \ n I I 0 — _ —-—-- / / / / / ( // 1 / / 1.Minnesota Department of Transportation
Geodetic GSID Station No.41919(Name:
430M)—El—933.90 ft.(NAVD 88)
EX. POND 100 I C — — — // / V / z.Minnesota Department of Tronspartaean
NWL = 926.5 — ----- / / / / Geodetic GSID Station No.33703(Name:
/ 0 / PEARSON INPUT)NDT)—Ele 934,71 ft,
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SHEET INDEX
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1. COVER
/ // EXISTING & &1PRYLIP PRELIMINARY PLAT
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4. PRELIMINARY GRADING, DEVELOPMENT
EROSION CONTROL PLANS
__----- _/� / / // 5. DETAILS
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Call before you dig.Al z I
The subsurface utility information shown on this plan is utility j �_� EXISTING DITCH / OUTLOT D
Quality Level D. This quality level was determined according to _�� — — 100 YR HWL = 928.8 ,
the guidelines of Cl/ASCE 38—D2, entitled "Standard Guideline --- 8— /
for the Collection and Depiction of Existing Subsurface Utility -- --
Data."
3890 PHEASANT RIDGE DR NE hereb certifythat this Ian,specification Print Name: Brian].Krvstofiak,P.E. Drawn: KRO Revisions:
CARLSON SUITE'00 y p p FENWAY LAND COMPANY 1
ENGINEERING BLAINE,MN66449 Or report was prepared by me or under my ,/ ONEKA FIELDS
SURVEYING direct supervision and that I am a duly Signature: //. ., y— Designed: . 13925 Fenwa INCOVER of
QXNN M�CAIN ENVIRONMENTAL TEL763.469.7900 censedProfessionalEn der PTO— Y Boulevard Hu o, Minnesota
FAX 763.4897900 Engineer under Date: Ofi/0]/24 License#:25063 Date: O6/0]/24 g
GARLSONMCCAIN.COM the laws of the State of Minnesota Hugo, Minnesota 55038 5
eka ecerci Awnsteabe-m,ore,ewa
#8869-04
ONEKA FIELDS
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ID:17.031.27,11,0001
S89°19'20"W _North li of Outlot C, THE
532.43
' SHORES F ONEKA LAKE
— — — — — -- �I—�— — —/ —
PARCEL DESCRIPTION:
—=\lJra e inag and - _
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Eament-. -— __ � ���/ �/ I / /,I / 1 / Outlot C, THE SHORES OF ONEKA LAKE, Washington County, Minnesota.
/ GENERAL NOTES:
OWNER: S" a f 0 / —
FENwAY LAND CO /h/ I / I 3 �/ —— /� �' 5,/ / 3/ / l / /\\ / // 1) Bearings shown are based on the North line of Outlot C, THE SHORE OF ONEKA
PID:17.031.21A2.0012 / / II assumed
—— \ c � I n�6 LAKE, Washington County, Minnesota, which is to bear S89°19'20"W.
2/ r ) Above ground utilities have been field located as shown. All underground locations
\t \' / '9/ , / /\ shown hereon are APPROXIMATE. Prior to any excavations or digging, contact
\ aw b C Gopher State one Call for an on—site location (651-454-0002).
e�0, z.� ljj�ll
� I � / l SITE DATA
/ --- L---L----- J / TOTAL SITE AREA t5.10 AC.
6 ------------ ---- / Il/
TOTAL LOT AREA t5.10 AC.
\ _Drainage and---
__Drainageand-- UtilityEasement /� TOTAL NUMBER OF LOTS 1
Utility ase ent/ -j s7/ l
' —1------ -----------m �• GROSS DENSITY 0.20 LOTS/AC.
EXISTING ZONING PUD
_J
PROPOSED ZONING PUD
". /
� UTILITIES AVAILABLE
— 6 p,p /
LOT j V / /� / // J// /�' MINIMUM SETBACK DATA — SEE SIZE PLAN
BLOCK 1
3222.233 sq.ft
6CO.,
PROPOSED
_ DRAINAGE AND UTILITY
OWNER: X \\ \\\\ l.T. __��— /� 'j (J ` LEGEND EASEMENTS ARE SHOWN THUS:
art of Huco \ 112 // /
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PID:17 031.21.13.0049
Denotes Found Iron Monument 10- 1
// marked with RLS 40361
/� O —Denates sanimryMannale I
//
Denate6 Caton easm o I--tD o
/ -Denotes Fire Hydrant
=r ca —Denates cote Vale
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�\ \ i �/ / \ / // ® -Denotes Television Box being 10 leef in width,and adjoining side lot
_ / / / _ lines,and 10 feet In width and adjoining right of
�// / /� ------ -Denotes Watermain sh wli on n . t Imes unless/otherwise
Qidp PIe6in9• \ •fi way lines this
fear to
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Denotes Sanitary Sewer
//\/ Denotes Stan,Sewer
// I -- Y----'�\\ \92\ // Denotes Concrete Surface
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A \�� /saw \�'m� Denates Bituminous Surface 1.Minnesota De t i of trans t flan
_ par men pot a
\ I -Denotes Wetlands per the plat of THE Geodetic GSID Station No.41919(Name:
-i0i >u.l SHORES OF ONEKA LAKE. 430M)-Ele 933.90 ft.(NAND 88)
OWNER: \�\ I 2,Mine
s v=ota Department of Transportation
CITY OF HUGO \ �\ Geodetio GSID Station No.33703(Name:
PID:17.031,21.11.0005 \\ o / PEARSON MNDT)-Elev.=934.71 ft.
/ 'ye \ \ / \ \ \ Denotes Existing 2 Ft.Contour (NAVO 88) N
/ y \
Denotes Existing 10 Ft.Contour
0 25 50 100
(SCALE IN FEET)
3890 PHEASANT RIDGE DR HE I hereby certify that this survey,plan Print Name: Thomas R.Balluff,L.S. DRAWN BY: bjs Revisions: Z
suITElOo FENWAY LAND COMPANY
CARLSON ENOINEERIN6 dr report ectsuwasprnaredbymeorundermy � � ONEKA FIELDS EXISTING CONDITIONS -
BLAINE,MN 66449
ENVIRO NO direct supervision and that I am a duly Signature: ISSUE DATE: 6/07/24 of
MSCAI N FAX 763.48979S9 thelawsofn eStateofMinne 139ug ,Minnesota
Boulevard N. 5
C ENVIRONMENTAL FARLSOae9.7969 the lawsaftheStateofMinnesota Date: b/0]/24 License#: 40361 FILE NO: 883 Hugo, Minnesota PRELIMINARY PLAT
CARLSONMCCAIN.COM Hugo,Minnesota 55038
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EXISTING PROPOSED
LIGHT POLE
SANITARY MANHOLE 0
8"PLUG
IE: 916.61 CLEANOUT `o•° O
8"PLUG TYPE III BARRICADES v
(2 SIGNS) vJ FUT. STORM SEWER FUT.STORM SEWER MISCELLANEOUS SIGN
- EXISTING TREE
0
'FUTURE THROUGH 1 1
STREET"5IGN
8"DIP WM TEMPORARY TELEVISION BOX
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18"RCP
FIRE HYDRANT
,
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SITE PLAN NOTES
CURBSTOP O •
O 1. ALL DIMENSIONS ARE i0 BACK OF CURB UNLESS OTHERWISE ELECTRIC BOX ❑
O / _ 2 f/ I +I O ` ol NOTED. GAS METER O
R60' h i5l - I -- - 20 - -_ + 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE CATCH BASIN ®�.® ®or®
O �H' m / 0' BUILDING UNLESS OTHERWISE NOTED.
/ 34. ro / %� I ELECTRIC METER O
3. ALL CURB AND GUTTER SHALL BE B612 UNLESS NOTED AS
/ -_-_--L- - - B61B CURB. MAIL BOX o
/ 22
RE 933.9-5 / / / B-B v D I 'y 4. TYPICAL PARKING STALLS ARE 9'x20'(AS SHOWN). TELEPHONE BOX ❑
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/ ;0 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA UTILITY POLE `g
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�I R20 / 0-- 5 �.Z10 _ -n 50 /n STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED .
P / (TYPE Ri-1 STOP SIGN A_0 1.1 O I N fTl O DOMES. FLARED END SECTION
VVV s &STREET SIGN M K O I,1 m r m(n S STORM MANHOLE
.Ae / I S rn v) 1,1 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
O / O I Z in ` __II Z m - -II �p-- FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING
P / p D t0 p r0 UTILITIES PRIOR TO THE START OF SITE WORK. THE PROPERTY LINE
OUTLOT B /�� / `r' E, ' W W _ wmN D CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF EASEMENT LINE --_----- --_--_--
°j 1 m m N O a)N D 01 C o DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. SETBACK LINE
R20'
r + Q O C O p C ,*„� 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING,CONTRACTOR CURB
e,�•' °o OpZ �i -- �Z_ I Z SHALL ION JOI CONTROL JOINTS,CONSTRUCTION JOINTS AND
/ Z Z�-___ +T TI Z�____ WETLAND
EXPANSION JOINTS IN SLAB ON GRADE,SIDEWALKS AND
24' 22' DRIVES PER THE FOLLOWING REQUIREMENTS: UNDERGROUND TELEPHONE
REMOVE PLUG&CONNECT / / 4�0-E� ��` BIB - BIB CONTROL JOINT MAX.SPACING: WALKS-8'O.C. UNDERGROUND ELECTRIC u u
TO EX.8' DIP WM ,^� /% / h Q' I _ - ALL OTHERS-10'D.C.
--- UNDERGROUND FIBER OPTIC -
/ �4„ - --_ --
SPRINKLE OOM -_�_-___ -_�_-_-_
/ / I (T�) 24' I -- SAW CUT CONTROL JOINTS MINIMUM}CONCRETE THICKNESS. UNDERGROUND GAS a a
/ R8-3 NO _-_ - 6-B I ----- 20' EXPANSION JOINTS MAX.SPACING: WALKS-24. O.C. OVERHEAD ELECTRIC -
/ PARKING SIGN 24 ----- ----- 20'B_' 20 *ALL OTHERS-40'O.C. --
// SANITARY SEWER --> >�
CONNECT
PLUG& Tq`S 6"PLUG I .AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS --
/ hP P CONNECT TO EX. J IE: 922.26 6"PLUG 4"PLUG 6"PLUG OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH WATERMAN --
Qj S"PVC SAN SWR. 4"PLUG 20 IE: 923.63 I IE: 924.98 I / EXISTING PAVEMENT,AN EXPANSION JOINT SHALL BE
US"
IE: 915.84 R8-3 NO RS-3 NO STORM SEWER ---->� >
°I PARKING SIGN PAR ING IGN 4'PLUG / PROVIDED.
(FIELD VERIFY) + LJ r / FENCE -
/ ,,�oq� 2 O•J Oq J DOWEL ALL EXPANSION JOINTS: 24"O.C.MAX.
MATCH EX. - iO-m -- -„`-Yq1---- -�v---� •- ---- -----�*>-- ------ L 'yS----- -------- -�- --- CONCRETE SURFACE
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/ MONUMENT(PLANS)
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8"DIP WMi B"D WM 6" IP WM o BITUMINOUS SURFACE L
LANDscAPE PLANS) I I I I I I I I I I I ---
/ / d \� 0 a _ _ SIGNING AND STRIPING NOTES
/ J \IIJJ a o TYP PVC SAN 5 8"PVC SAN SWR INSULATION
REMOVE PLUG& 1. ALL SIGNS SHALL BE PLACED 18"MINIMUM BEHIND CURB
CONNECT TO EX.27" - STORM SEWER o - -`�9 UNLESS OTHERWISE NOTED.
/ \'I- SAWCUT,MILL 8q \`\m- \ RCP STM SWR. I '� -
j\ /MATCH EX.BITUMINOUSH \ p \ \ / SYP' O 2. SIGNAGE SHALL INCLUDE SIGN,POST,HARDWARE,
E%.IE: 927.30 p ,
\FIELD VERIFY) - p DRIVE. B J- q � q % �o CONCRETE FOOTING AND STEEL CASING(IF REQUIRED). SIGN SCHEDULE
s --- - -------- ---- -- ---- ----- ----- - -�- - --� r
R8-3 NO t' 3. PARKING LOT STRIPING SHALL BE 4"SOLID WHITE PAINT.
c ml eP� °ha RE 933so / SIGN SIGN N0. SIZE QUANTITY
cA N 4"PLUG PARKING SIGN I O O• Q-�
IE 924.58-8"W
6"PLUG I `TTO / '<.' ` 4. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON
IE: 922.25 20 6"PLUGPy / / UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD)FOR r
IE: 923.58 4"PLUG RETRO REFLECTIVITY AND INSTALLATION. ® R1-1 30" X 30" 2
= 3(Per Plan) _ IE 9 .92-8"E
\n v. 92�\ REMOVE PLUG& a IE9 .82-8"S R8-3 NO I R20
CONNECT TO EX.- _-_-- PARKING 5 ---------- - P' R8-3 12�� X 12 7
2O'R1S 9E& )92DIo WM B 14e - -- �� '� �P�51 PARK/NG SUMMARY\ 2� �o �Q /
Q PARKING PROVIDED
Rim=932.2 \ \ \\ \ \` IF WM RE 934.00 D _U '�� GP ' STANDARD STALLS = 30 STALLS
Inv. (NE&SW)=926.8--'\I,� \ \\J E_Xta IE zo.oa-"N v A I y / Q`� / TOTAL SALES = 30 STALLS TYPE III BARRICADES *2
Sump=923.7 /X \ SW o E >(__ _ lQ _ �]0 _ VP� /
o 'I m 20' SF� BUILDING SUMMARY
\ \ F.\ �, 6' ,24': m u) CC t II z r'T C (TYP.) L
OUTLOT A / �� 1 ,N 932' I,91°' a-e II Zm hi�. o ill / + STREET SIGN *2
O/ \ ���: _ _Rim EgdIW' z rn C O Z_ /� BUILDINGS - 5 BUILDINGS
II / W N D 91 C N ts
;- // J / TOAL UNIITSON TS PER UILDING _ 6°UNITS12 /BUILDING
REMOVE bLUG& O r C � O p C //
aeJ Cn CONNECT TO EX. o z z / FUTURE THROUGH *1
8"PVC SAN SWR. z+_-_ ITI z STREET SIGN
I Ex IF: 919.44 - = / // / SETBACK DATA
/ I D I I, I ', (FIELD VERIFY) �_-_-_ 22 �T'S. /
D eIe yp // // i BUILDING SETBACKS *SIGNS TO BE INSTALLED BY CONTRACTOR
/ SAWCUT,MILL i
Z I I &MATCH Ex. j - // // From Public Right of Way 25 FT (ALL OTHERS TO BE INSTALLED BY CITY)
vl I BITUMINOUS --+----- 20' / / O From Private Drive(Building) 15 FT.
n 41-1 STOP SIGN / / / From Private Drive(Garage) 25 FT,
L I m &STREET SIGN of ----- ----- /
20• // // ; PARKING/PRIVATE DRIVE FROM ROW 10 FT.
/ / / / 1ry� `v (FROM APPROVED PRELIMINARY PLAT OF"THE
Z // SHORES OF ONEKA LAKE") STREET NAME SIGNS
REMOVE&DISPdSt OF
EX. I / // // / NAMES QUANTITY N
EX.BITUMINO US I /
REMOVE&DISPOSE OFI EX. - // i' P. j O 159th St 1
CONCRETE CURB&GUTTER v - R8-3 NO RETAINING WALL#1 1
PARKING SIGN / / l' Driveway A
'g _REMOVE&DISPOSE ` /10 Goodview Ave 1
I V imp OF EX.BITUMINOUS C\ A` / Driveway A
I I `r t1J�
o I
SAWCUT,MILL& " nA _ ��' O ' //
i
MATCH E%.BITUMINOUS
CONSTRUCT CONCRETE ---' 0 15 30 60
VALLEY GUTTER(SEE DETAIL) I m I
CONSTRUCT 5'X8'LANDING.
NWL 926.5 v LMAX IN ALL DIREcn EX.
II - REMOVE&DISPOSE OF EX. ���� ��/ / / / /// (IN FEET)
X.
_ BITUMINOUS AS REQUIRED
100EYR HWLD 100 929.7 I I I � I I m I REMoI '.._.-�----------/ / / // LIGHTING NOTES:
BITUM m / BENCHMARKS
Fes``,,n / / �o PROPOSED LIGHT LOCATION. 1.Mlnnea°ta DeParhnent of TranaPortatlon
SAWCUT,MILL& -�__� OUTLOT B / �vv` '' / Geodetic GSID Station No.41919(Name:
-1� N MATCH EX. BI�U�OUS=�: 0�� / / / 430M)-Elev.=933.90 ft.(NAVD 88)
FINAL LOCATION TO BE VERIFIED 2.Minnesota Dapartmant of Transportation
WITH CITY/XCEL. Geodetic GSID Scotian No.33703(Nome:
PEARSON MNDT)-Elev.=934.71 ft,
(NAND 88)
SUIT PHEASANT RIDGE DR NE I herebycertifythat this Ian,s ecifica[ion Pdnt Name: Brian J.Krystofiak,P.E. Drawn: KRO Revlslons:
CARLSON SUITE
p p FENWAY LAND COMPANY 3
ENGINEERING BLAINE,MN66448 or report was prepared by me orondermy ONEKA FIELDS PRELIMINARY SITE &
SURVEYING direct Supervision and that I am a duly Signature: //. Designed: B]K 13925 Fenwa Boulevard IN of
MSCAIN ENVIRONMENTA FAX
763.489.79S9 Licensed Professional En der Y Hugo, Minnesota
FARLSON89.7959 Minnesota
Date: 06/07/24 License Date: 06/07/24 g UTILITY PLAN
CARLSONMCCAIN.COM the laws of the State ofMlnnesota Hugo, Minnesota 55038 5
za cvoes�easl-eaaolaesa-oa-xneka.enrcm.ncrl<sa-\."al eirowr.Nsleaee-m,, .,11,
#8869-04
0 �
PROPOSED GRADING&STORM
1 / SILT FENCE SEWER(IF GRADING EASEMENT
CAN BE OBTAINED FROM I,Lr'G'END
/ 932 (TYP.) PROPERTY TO THE NORTH) 9`]0 /
930 = PROPERTY LINE DOSTING PROPOSED
g -
932 3s. 93� EOF 33 0 EOF 33.0 EOF 33 0 EOF - EASEMENT LINE ------
- - - - - - - - 930 932 34.5 934 34.5 / I CURB LINE
34. 3 34.5 'r�(• ///I //';I III,// BITUMINOUS �
32 4 -93 -- CONCRETE
_ SANITARY SEWER
=jV _ \ STORM
--
U--_-
-00�I(»336 WATER MAIN - -
GVERHEAD UTILITY
O / UNDEROROUND ELECTRIC 1,
c-rvorES IN
LETUNDERGROUND GAS o®:crlory
o ' UNDERGROUND
FIBER OPTIC
/ STORM BASIN
STORM MANHOLE 0 0l
- -- / SANITARY MANHOLE 0
+I MISC.MANHOLE
/(�/ D / / HYDRANT V O
�oo� / �mT _-_ D� - - >� i _ _- D,"O / CrJ l / GATE VALVE Dd
ha / d D D p-- -' A o---- / / TELEVISION BOX 92
G O / / /� j> -V E/ QI fTl 0 - f�Tl3O f f�Tl N I / / // TELEPHONE BOX ❑
ICI / UTILITY POLE `a.
rrI Z N I -_-_II Z rrl II Z m ' / HANDHOLE O
- GAS METER O
0 /OU"ILVT B / A 3'3\/ co
wmN QI Owf CN ' O '� / / SEMAPHORE
/ 01 // /, ( tJ PIE O C o IM / MAILBOX o
L o 93 \ OI-C o OrC olY �iii4 /
O Z �� �� -- O Z ---- Z Z M / INSTALL REDUNDANT SILT SIGN -�
Z�-- Z�-_- 0+--- �/ FENCE(MIN.5'SPACING RETAINING WALL oo
/ WHERE 50'BUFFER TO FENCE - -
/ f A. o m o WETLAND IS NOT MET „ F
/ / / / / '�, �s<\ V �� _-- _-_- I / / 12'CONTOUR -
/!�J /X /. / J s I �� / / Il V 2'OONTOUR
--
I � // SPOT ELEVATION
/ I \ �00.0�
//� ROCK �� -T-- �� --� / E.o.F.
/. _ EMERGENCY OVERFLOW b b a a
CONSTRUCTION I -- -- �o -- -- ' / ..0 0,D
/• A�ICE / O n / / / SILT FENCE
/ TC 34.3 - r - / f - I - / /0I �`''•I / /l W l TREE FENCE .........
FFyyNN••,7�T,C 33.5\ ciw Hm T // / rn. • / / U ON ; TREELINE (WY1
------ -- -II ----- ------TC 33.3--d d L I 93
••�"// / i /�2/3v/ //,
/ GRADING LIMITS LINE A00000
MONUMENT(SEE 42 936 4
/A PLANLD �N- +50
'
V.C.. ---- 934 - TC TC VIA 9+'1'
TC 33.
i v A m oa _ LI DRWY-6
//////// /�/2 \ INn •\\ \ m I I _-._
+ 3Jr.3 -�-f-
I3`8 in33.8 16�% 0.60% 3 •3 0 0.60% 0.60% TC
SILT PENCE
TYP.)vv TC I29 < 934 Po / ®.� �1/0/ TC 33.8 / ••' /%O//U T/L OT /
g-
/ 934 I 933.80 ,V / /
// �/ �i-��a \\ '• \\ \\1 L �fn - --------- -- �- �50,V.C. -- -- SD .C.Z ---- ----� - - - TC 33.3 /
O
yti9 'Z
,\ \\, \ \ of ± 936 0 o@ / 9,A / j� / /j WETLAND SUMMARY
THERE ARE NO DELINEATED WETLANDS ON THIS SITE.
\ \ cd /
--- - ----- �d -----+- --- rc 34.4
//qqII /
�_ -_- I }t}9A
/• C+o�� `��L \ ` -_T_ _-_ /O� TC 34.4
_t_-_-_ / TC 33.8
\\ FLOODPLAIN SUMMARY
- �v - O SGP
TC 33.8 \ � DA
TIC 0 �� oIa �� m o �� ! ��p� • / / / (REVISED FROM ORIGINAL SUMMARY)
mfin u)z -�M II zm _ Z j L �'a�, / / / NEW FLOODPLAIN FILL = ±20 C.Y. (0.01 AC-FT)
l_v� / A V �t w�, Q `` ---- Z o--- IyJ
w FLOODPLAIN FILL = t4,306 C.Y. (2.67 AC-FT)
1 (PREVIOUSLY ACCOUNTED FOR)
° or v
oz
- �I
\ 9se \ \ O 1 I I z �' TOTAL FLOODPLAIN FILL = t4,326 C.Y. 2.68 AC-FT
mTC 34.9 TC 34.3
�y-'9 \ d I 111 1 II FLOODPLAIN MITIGATION = t23,117 C.Y. (14.33 AC-FT)
S.
\9zB� L/ \ II I II I i • I I I �r�. f C 35.2
•3� •'//// / /
` ff FLOODPLAIN FILL CALCULATIONS ARE BASED ON NWL
9 y \ \ TC 35.2 W / /
m I i � II �'� `' 36 (926.2) TO A FLOODPLAIN ELEVATION OF 929.1
TW 34.0/ (NAVD 88)
w / �j/
EX. POND 100 \ \\ \ I M+o I \ ----
NWL = 926.5 \ 93B -I I I I I_ w33.0 \i
100 YR HWL - 929.7 1 \ 1 I 936 934 o u 3o so
\ 1\ ` 1 11 I 11 1 I I IL • • INSTALL REDUNDANT SILT ( FEET
)
----FENCE(MIN.5'SPACING�RETAINING WALL #1/ ` /O 11 N ET
1 I I I '` r
--
II
� 30 - ��� _ WHERE 50'BUFFER TO
I I I I I WLTLAND IS NOT MET / / �•\ BENCHMARKS
• _�_�LAIN FILL I I / / �r 1 t p n oae:
loo YR HWL - 92 ev.=8-$ / / Geodetic GSID Statio No.41919(Nam
430M)-El 933.90 ft.(NAVD 88)
2.Minnesota Department of Transportation
FLOODP / Geodetic GSID Station Na.33703(Name:
=20 C.Y.(0.01 AC-FT) OU TLOT D / PEARSON MNDT)-Be-934.71 ft.
/ (NAVD 88)
X1.1
3890 PHEASANT RIDGE DR NE I hereby certifythat this Ian,specification Pdnt Name: Brian].Kr stofiak,P.E. Drawn: KRO Revisions:
CAR LSO N ENGINEERING SUITE too pr report was repared by me or under my FEN WAY LAND COMPANY 4
BLAINE,MN5544TEL 9 ONEKA FIELDS GRADING, DEVELOPMENT
SURVEYING direct Supervision and that I am a duly Signaturl Designed: B]K 13925 Fenwa Boulevard N of
OWN MSCAIN ENVIRONMENTAI FAX 763.489.79S9 Licensed Professional Engineer under Y Hugo, Minnesota & EROSION CONTROL PLAN S
CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 06/07/24 License a:25063 Date: 06/07/24 Hugo, Minnesota 55038
za cvo��esaa.eaao�aeea-oa-onek. ol-Ng,awg
#8869-04
SUBGRADE CORRECTION
SLAB ON GRADE
BOC NO SCALE VARIES TYPICAL IRRIGATION SERVICE
VARIES 72' I INFRASAFE - 2'x3' DEBRIS COLLECTION DEVICE (NOT TO SCALE)
,(FRONT SETBACK) FINISHED GRADE
GRADING GRADE
AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS
IS G S' 3'
10 .2'TOPSOIL 7p' ,
1.0' I
0.5'MIN.TOP OIL HDPE INSERT BASKETS
------- ----- - -- ----- ----- -------- SHOWN W/OUT FILTER BAGS u
400 MICRON FILTER BAGS
REQUIRED INSIDE BASKETS
0.5'TOPSOIL
GRADING GRADE am EXTEND IRRIGATION SERVICE&
VARIES BLOWOUT LINE 3'ABOVE GRADE
30 PROPOSED FINISHED GRADE 2'x3'HDPE FRAME INSERT &CAP.MARK W/STEEL FENCE
2"CURB STOP POST&PAINT BLUE.
2 EMERGENCY AND BOX
- EXISTING GRADE OVERFLOW PORTS
n2'COPPER TYPE K
MEETS MN/DOT SPECIFICATION 3891.E
"STORM DRAIN INLET PROTECTION-FILTER BAG INSERT" 1"BLOWOUT
SELECT BACKFILL l \ LIMIT OF SUBGRADE EXCAVATION -DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES
MATERIAL SELECT BACKFILL 2"CORPORATION STOP
ROCK CONSTRUCTION ENTRANCE MATERIAL T e5 Pe�PjER'` PVC
COMPACTED BACKFILL \COpE, uN Mr \ WATERMAIN
ORFgrX NON-SELECT BACKFILL MATERIAL O
NON-SELECT 3'0
MAX. COMPACTED BACKFILL
SACKETT MATERIAL 3 p•
MAX. r2'COPPER TYPE K
COMPACTED BACKFILL 1OX, INFRASAFE - 27" DEBRIS COLLECTION DEVICE CONCRETE
/' MIN. BRICK
BOTTOM OF UNSTABLE MATERIAL AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES .HDPE ALLOWED IN LIEU OF COPPER
o>
1=�P Q 2"CLEAR NOTE: IRRIGATION SERVICE IS A BACKUP TO THE IRRIGATION REUSE SYSTEM ONLY.
}'QD �o ROCK(MIN.) A BACKFLOW PREVENTION VALVE SHALL BE INSTALLED(BY OTHERS)TO
HDPE INSERT BASKETS PREVENT CROSS-CONTAMINATION OF CITY WATER.
SHOWP 400 MIICRONUFILTIEREBAGSGS
/ 1 SILT FENCE �" REQUIRED INSIDE BASKETS
6"MIN.
s 2X3 HDPE RAME "SERTi " MODULAR RETAINING WALL 1
' -EMERGENCY
Mti 0 FILTER FABRIC(36"MAX.HEIGHT) � ` OVERFLOW PORTS
ANCHOR W/METAL OPENING IN FABRIC WEAVE<212 pm -MEETS MN/DOT SPECIFICATION 3891.E (438 SF)
T-POST OR WOOD o "STORM DRAIN INLET PROTECTION-FILTER BAG INSERT"
2"X2' STAKE -DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT B01)
o FRAME CASTING
0 936 936
6"X6"TRENCH
TURF ESTABLISHMENT DIRECTION OF FLOW o (COMPACTED BACKFILL) III=
TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE -III-III-o III-I -III-III- (-
ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION(LATEST EDITION) 1� �T - TOP OF WALL
EXCEPT AS MODIFIED BELOW. -�- o III- �- 934 934
TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE
MORE THAN 7 DAYS.
UNDISTURBED SOIL
TOPSOIL: MINIMUM OF 6"OF TOPSOIL,
SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. NOTES: 932 932
1 DIG A 6"X6"TRENCH ALONG THE INTENDED SILT FENCE LINE GROUND GRADE
. .
DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER ` ®FACE OF WALL 1
NOVEMBER 1ST. 2.DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. \ //
MULCH: TYPE 1 AT 2 TONS PER ACRE(DISK ANCHORED). 3.POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART.
4.LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6"TRENCH. 930 \\ // 930
FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. 5.SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/MINIMUM OF THREE ATTACHMENTS PER POST. \ /
6.SEE MNDOT SPECIFICATIONS 2573&3886, \ 1.5'I1BURY /
NI \ -_-_--_-_--J----_-
"-20' 928
0 20 40 60 80 100
TYPICAL STREET SECTION W/TRAIL
60 R/W - 34' B/B TYPICAL STREET SECTION - 22' B-B TYPICAL STREET SECTION - 24' B-B
159TH STREET N DRIVEWAYS C, G, &H DRIVEWAYS A, B, D, E, & F
R/W R/W CL
30' 30'
13'4�{^17' (FACE TO FACE) 1� 4 4% 2% 0.5' 11• 11' 12' 12'
I SLOPE 29
-49, � 2.0%MIN 4%_ -4% � 2.0%MIN 4%_
BITUMINOUS TRAIL
(SEE DETAIL)
MOUNTABLE SOD W/6•'TOPSOIL SOD W/6•'TOPSOIL
CONCRETE CURB SEED&MULCH SEED&MULCH
GUTTEf3 REMAINING R/W REMAINING R/W
TC �t-.08'
*PAVEMENT SECTION TO=0L+.09'B618 CURB
1.5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE(2,C)(SPWEA240C) 6"DRAINTILE 6"DRAINTILE
BITUMINOUS TACK COAT SURMOUNTABLE OR B618 SURMOUNTABLE OR Bfi18
2.5"-TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE(2,C)(SPWE8230C) CURB&GUTTER PAVEMENT SECTION CURB&GUTTER PAVEMENT SECTION
8"CLASS 5 AGGREGATE BASE,MNDOT 3138 (SEE PLAN FOR CURB TYPE) * (SEE PLAN FOR CURB TYPE) *1 5"-TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE(2,C)(SPWEA240C)
24"SELECT GRANULAR BORROW,MNDOT 3149 B618: TO=(E+0.22' 1.5'•-TYPE SP 9.5 BITUMINOUS WE
COURSE MIXTURE(2,C)(SPWEA240C) 6618 TC=CL+0.20'
**GEOTEXTILE FABRIC BITUMINOUS TACK COAT BITUMINOUS TACK COAT
12'SUBGRADE EXCAVATION SURMOUNTABLE: TO
= +0.05' 2.5"-TYPE SP 12.5 BINMINOUS NON-WEAR COURSE MIXTURE(2,C)(SPWEB230C) SURMOUNTABLE: TO= +0.03 2.5"-TYEE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE(2,C)(SPWEB230C)
*FINAL SECTION TO BE VERIFIED MATCH EXISTING SECTION 8' CLASS 5 AGGREGATE BASE,MNDOT 3138, 8"CLASS 5 AGGREGATE BASE,MNDOT 3138
/ 24"SELECT GRANULAR BORROW,MNDOT 3149 24"SELECT GRANULAR BORROW,MNDOT 3149
**FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER **GEOTEXTILE FABRIC **GEOTEXTILE FABRIC
12"SUBGRADE EXCAVATION 12 SUBGRADE EXCAVATION
*FINAL SECTION TO BE VERIFIED/MATCH EXISTING SECTION *FINAL SECTION TO BE VERIFIED/MATCH EXISTING SECTION
**FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER **FABRIC TO BE USED WHERE CLAY SOILS ARE ENCOUNTERED AS DIRECTED BY THE ENGINEER
399G PNEASANT RIDGE DR NE I hereby-tif that this Ian,specification Print Name: Brian 1.Krystofak,P.E. Drawn: KRO 0.evlsions:
CARLSON ENOINEERINO fiUA0,M` y p p FENWAY LAND COMPANY S
BLAINE,MN 66449 di report was prepared by me or under my s O N E KA FIELDS
ENVIROINC direct supervision and that[am a duly signature: /I./l may -- Designed: BJK 13925 Fenwa Boulevard N DETAILS of
M�CAIN iNVIRONNiNTAI FAX
763.489.959 Licensed ProfessionalEnineerunder LTG- y Hugo, Minnesota
FAX 7SONM.7969 9 Date: 06/07/24 License#:25063 Date: 06/07/24 g
CARLSONMCCAIN.COM the laws of the State ofMinnesota Hugo, Minnesota 55038 S
<f:vaes�ssvl.seao[eass-a<.o�eua soanme��[�a< \enamee,��\ p1a \11s 141e 11 a.-, #886704
Z CITY OF HUGO LANDSCAPE REQUIREA[ENTS
/ WO WP BF SEC.9D-181.-LANDSCAPING.
932 932 6 7 3 (P)MULTIFAMILY HOUSING.Al LOT AREAS NOT COVERED BY BUILDINGS,PARKING AND
930 / LOADING AREAS,DRIVEWAYS,OR OTHER APPROVED IMPERVIOUS SURFACES SHALL BE
932 934 9e7N r ate"'•' COVERED WITH AN APPROVED GROUND COVER,AND LANDSCAPED TO MEET THE FOLLOWING
MINIMUM STANDARDS:
— 32 3 9
!y� I
E
1 ONE OVERSTORY DECIDUOUS SHADE TREE PER HOUSING UNIT.
............ p-- tot
-- I_4------------------- ---- - ---- ----- ---- ----- t- I-I-I-I-I-I- I-I-I--I-I-I-I- I=1 I-I-I-I- I-I- -- - ---i-' -----T---------� 71--I-I - -I-I -I -171---I-I'T T T7 7 7 i_--lil 1i1i_ -it_Ili1iiiiiiiiiiii-- -- ---------I-I- InVl - °ems • / OVERSTORY TREES PROVIDED=60
-- - ---- -----------------I-I- ----I-I---------I-I--I-I-I I-I�I-------I-I-_ ---------------I-I-I --�-I-1 4
-
-i---------I-I--I-I---I-I---------I-I------I-------I-- ..1-b�1� -- -I-I---I-I- -----_ ------ --------I-I- ---I-I- -I-I /
2 ONE CIXJIFEROUS TREE PER HOUSING UNIT.
-- °. °. - I •` I/ ()
1-II-II-II_I_I . _° ° _ ''° �I�I�I�I�I�I�I�I�I�°--°.- �1-ICI--I-I-I I�IrI.. I-I------I�I�I- I�I�I�I�I�I�I Z
- ♦ CONIFEROUS TREES REQUIRED=60
_ I Itjl I-I-I (60 UNITS)
CONIFEROUS TREES PROVIDED=60
I��- -L- -- --I -I 1
I I I I-I-I I I I-I---I E /
-------I-I-III - (3)ONE ORNAMENTAL TREE FOR EVERY FEET SQUARE FEET TE BUILDING OR ONE
�� ,U � � .•.f• -I I---- I 1-I � I I- -- � I--I I-� - -I-I- I-I-I I-I-I-I-I-I-I-I-- „���� BIi ', � ORNAMENTAL TREE FOR EVERY 100 FEET OF SITE PERIMETER,WHICHEVER IS GREATER.
TI
2 -- 2 -I-I 111 a,`" • / I� / ORNAMENTAL TREES REQUIRED-47(46,864 SF BLDG�1000-)7/1,912 LF
/ t - - - - I-I--T TI I I I- ay a SITE PERIMETER 100-20
`Y -I -I _ -- -----I-I--I , - / ORNANENTAL TREES PROVIDED=47
_ - -I-io------I-I-I I-
-I-I -I-I o --�'---- -I- I-I '-I- I-I�M I-I-I-I-I-I I-I �5, IJ
: -I -I-o - -I-a-I I-I-I-I-I-I-I I- u� ,• , 9
(`�//(, / ;•; I- -I- -I- -- (4)ONE ORNAMENTAL SHRUB FOR EVERY 200 SQUARE FEET R BUILDING OR ONE SHRUB
�� I- I- I-I-I-I-I-I--I / /f FOR EVERY 30 FEET OF SITE PERIMETER,WHICHEVER IS GREATER.
I- I I-I-I-I-I-I-I I-I
A 41 T- 771 �� D��i D� --- 71 T--TTT'TT ao„
D -_ ___ ---- - 0 -I -I --- .Z]O - -I-I -I / / ORNAMENTAL SHRUBS REQUIRED=235(46,864 SF BLDG/200=235/1,912 LF
O -- - IRO I_I_
CD m -9 m O CO 'I�I I�I-I 3 III�I I� / f SITE PERIMETER/30=64)
0/ / / •' % - -I-I- m K O C_ ° m K O C -I--I-I -I-I I- ORNAMENTAL SHRUBS PROVIDED=393
_ _ I Z r'7 r -- -I-I-I t7 III I-l I Z O- : -- - - -----I-I -I / I (5)CREDIT FOR LARGE TREES.THE CITY COUNCIL MAY,AT THEIR DISCRETION,GIVE CREDIT
p I Z m I --I O - -I -I------I-I--I ' /
Z Ill +I O Z < -I I_ z --I-I-I r< / FOR TREES EXCEEDING THE MINIMUM PLANNING SIZE REQUIREMENTS.THE CITY MAY
rTI --- (A m G7 -I--I-I-I--I-I -A REDUCE THE REQUIRED NUMBER OF PLANTINGS BY UP TO TEN PERCENT WHEN TREES
,[� (�m G7 C 9,m N O _ITT O C N C IN EXCESS OF THE MINIMUM SIZE REQUIREMENTS ARE PROVIDED.
y o r c -- --------I-I
,�-< �/i o r c D o r c -i-- 1 - 1 -I-i v z 1
/ ^ <: IIII _I �_ p z Q z Z - D IIIIII Z- ° IIII 'III IIIIIIIII II / / (6)EQUIVALENT
PLANTING MATERIALS.THE
REQUIREMENTS:FOLLOWING SUBSTITUTIONS MAY BE MADE FOR
`� --- - -- Z _-- -I-I -< -I-I • _-- -- - -I-- --I-I -I / /I /
Z -I 7) O -I I--I-I-I--b A.AN EQUIVALENT OF UP TO 50 PERCENT OF THE REQUIRED NUMBER OF OVERSTORY
•� CA III�TITII ICI- "n - -I-I-I / f TREES MAY BE SUBSTITUTED WITH THE USE OF ORNAMENTAL TREES.IN SUCH CASE,
-T IY�I ilililil - / NOT LESS THAN THREE ORNAMENTAL TREES SHALL BE PROVIDED FOR EACH ONE
I-I SB SB SB I-I-I-I-I I--I-I- 58 :'I-I-I-I-I I-I- -I-I-I--I \, REQUIRED OVERSTORY TREE SUBSTITUTED.
-I il�l�lill I�I�Ii ICI -_ 2 - ---r- _--__ _]ITIT i lI / f B.AN EQUIVALENT OF UP TO 50 PERCENT OF THE REQUIRED NUMBER OF ORNAMENTAL
// \�O / / ''�•• - III III D --__ - -- __ - --I-I- TREES MAY BE SUBSTITUTED WITH THE USE OF SHRUBS.IN SUCH CASE,NOT LESS
-- - -I-I-I / THAN 20 SHRUBS SHALL BE PROVIDED FOR EACH ONE REQUIRED ORNAMENTAL TREE
IIIIIII / SUBSTITUTED.
I-I--I-I-I-sl
Q / / --�----- I-I- I-I I-I-I-I f,
t
I-- --I -I -I -I-I
I I -I I- -I-
/ MULTIFAMILY RESIDENTIAL PM
/ -I - - -fi-� -F-I
TT—- --I- -I / / (H)MULTIFAMILY HOUSING DEVELOPMENT IO TEN OR MORE UNITS SHALL PROVIDE 100 SQUARE
/ / - /• II -IIII III --I -I-I —�I— - -e", I+I / FEET OF EXTERIOR PLAY OR RECREATIONAL AREA FOR EACH UNIT.SUCH AREA SHALL BE
I-I-I-I I-I- ar,
I-I-I- I-I / I APPROVED AS PART OF THE LANDSCAPING PLAN FOR THE DEVELOPMENT.
// / 11 /•-I-I I I- I-I-I-I-I I I I-I I--lo I-I I-I-I-I JY // Z f
V
EAOAL A RQOUVIRDEDD=68,040000(S6F0 UNITS%100
)
ALA RARFA R
RCCRREATTIN
I
171717
h LANDSCAPE PLAN NOTES
-I
-I -I -I C`,tI o IiIiIiI11- I- -TITI7I7I7 ' f
I--I FM CA DRIVE AY L� -- --Iti-I /WP i 1. EXISTING CONDITIONS.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR K BIDDING
I-IAND CONSTRUCTION START.ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE
8 4 -I-I- 3
I-I SB I-I-I-I / / REPORTED TO THE OWNER/LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OR
- < SEE SHEET L3- 2 - 7 , APPROVING ANY ADDITIONAL WORK REQUIRED.
I i I _I / ,
/ 2. UTILITY LOCATES.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL
-I _ -I-I-I _ - - ---I-I- -- -- - --}-I- I- -I-
� i M01�I IMF T � I-- I - _ I _ g34 I-I--I I I - -I-I- I -I-I-I-- I--I-I I-I-I-I--I-I- I- I I I / PUBDC AND PRIVATE UTILITIES,INCLUDING IRRIGATION LINES,AT LEAST 48 HOURS BEFORE
l' N �� V 11 -1 -I=-I-I-I I- - --- - --I-I-I -- --- -I-I-
�� \ -I �I-I --I-I --- I�--+- ------------ -I - -- - -I - / EXCAVATING OR IN 454-0002ACCORDANCEFORNTH STATE LAW.IN PUBLIC
U CALL GOPHER STATE
- SI�I \ - I I I - I I-I - - - ------ -I --I- _ I - I -I- / / /i ONE-CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC UNDERGROUND UTILITY
�- -I -I° I -I-I -I I- / CA
I-I I I °: I-I I I-I .^I-I -I-I-I I-- -I LINES.ALL LOCATES AND ITEMS NOTED AS'FIELD VERIFY ON THE PLANS SHALL BE
\ \ PD VERIS ED BY THE CONTRACTOR AT THEIR EXPENSE.
I-
/
3. PERMITS.CONTRACTOR SHALL VERIFY NTH THE OWNER/LANDSCAPE ARCHITECT THAT THE
SRE HALL D PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION START.CONTRACTOR
A
R& o° SHALL BE RESPONSIBLE FOR COMPLYING NTH ALL APPLICABLE CODES,REGULATIONS,AND
I-I-I I-I- _—___ I-I-I-I _ � , / RECD�ATIONAL A
\ - ____ I -I I°�, /, I�\`�� \�• I- ' 'y- / /� PERMITS GOVERNING THE WORK.
\ \ \'� I TY I I I-I-I JL JL I_i_i I-I-I JL - -I-I-i-- ° > I i-I / C-'
\ \ J \\ 3 -- I 2 I I --I-I-I 1 ��'/,J-/,���e;\ -I / j (8,400 SF) c /
\ \ \ \ -j - -I---II I- / �/ I`�/ \ A- Q 4. EXISTING ITEMS TO REMAIN.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL
-I-ICI-I \I_
�X -� _ __ ---I-'b, y - \� I- j / / / / EXISTING PAVEMENT,E DUCNRES,UTILITIES,TREES,SITE AMENITIES,ETC.THAT ARE TO
� I - _ I- - --�- --- -I- I I-I� --- - - --- -I- I-I I-I-I-I / \� i \'\�i /� 4 REMAIN FROM DAMAGE DURING CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR
OUTLOT A \ `r\ J\ -- -- - -' — -I I - -I / L- \-
\�� _ -__ -I j -- - /� /� ,' / CORRECTING ANY DAMAGE(AT CONTRACTOR'S EXPENSE)TO EXISTING ITEMS TO REMAIN.
TI IT--I I- _ -I / \✓� J\�� / / �� // 5. CONSTRUCTION STAGING AND ACCESS.CONTRACTOR SHALL VERIFY THE LOCATION FOR
� --- ---- D --- I _ �i \ 71 / J / CONSTRUCTION STAGING AND SITE ACCESS WITH THE OWNER LANDSCAPE ARCHITECT PRIOR
— D -- ---- -- 41 O 11 /
O m / / TO CONSTRUCTION START.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
1 'I IHrI-I I- -0 DO /
M K m M O C -I J I`-�/ , f PEDESTRIAN AND VEHICLE ACCESS WITHIN AND ADJACENT TO THE SITE THROUGHOUT THE
\ d\ J �1- I- -I- -I m O c .C7 I I-
\ 1 - - -I- z In- / CONSTRUCTION PERIOD UNLESS OTHERVSE NOTED.LONG-TERM STORAGE OF MATERIALS OR
\ Q -I-I m N r --- -I-I- II Z IT1 r --I-I-I (� \'\ _/- I- / / SUPPLIES ON-SITE WILL NOT BE PERMITTED.ALL WASTE AND/OR UNUSED MATERIAL SHALL
ICI z-p -I-I- G --I-I- _ p�_-- -I-I / �_ I- / / /
O- - °° 11 m I� Z T� �Q���\\ \ BE PROMPTLY REMOVED FROM THE SITE.
-I-I-I O --- --- A,Im�.A
C I - ED
AI m N O � O)C N _ -�lsl/ � // / / I / / 8. SITE REMOVALS-REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS.ALL ITEMS NOTED
° / \ 1 I I,o 0 01 C m (T- \ i' / TO BE REMOVED SHALL BE COMPLETED BY THE CONTRACTOR AND IMMEDIATELY DISPOSED
p - D --- - ---- -'�J O r C _ p CC I- i / OF OFF-SITE,IN ACCORDANCE WITH LOCAL REGULATIONS,UNLESS OTHERWISE NOTED.
g I -I-I p z -I ° Z G �- _
- I-I I
I'3 D COORDINATE WITH OWNER ANDSCAPE ARCHITECT FOR ANY ITEMS NOTED AS'REMOVED BY
6 1 1 1 I 'I 9-I -I -I- I-- - z— I- I- / /L
I-I- � : I I- G) _ I_I I /' OTHERS'OR'REMOVE AND SALVAGE.'
I I II m O ITT _ --- - -I�I _ /// / /
I I I I- / /
1 li . __�__--- -I ry/- I / 7. UTILITY COORDINATION,REFER 70 CIVIL PLAN SHEETS FOR INFORMATION RELATED TO
a / L I I I I_I I I-I - I ///
= �y� I PROPOSED UTILITIES.COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL
1 ly -I D --I-I-I SB --I-I- BB BB -I -I j / / WORK AND 517E LIGHTING.
�� •� I � CA I ' � IF-1II � I-I-I-I °.
I -�- -I -- - -- -I- - - / 8, CONSTRDCTION STAKING.UNLESS OTHERWISE NOTED,CONTRACTOR SHALL BE RESPONSIBLE
/ I t -�-T _ - -I-I -I -I
> -- -I -I-I // FOR ESTABLISHING CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE
D - --I -I-I -I / / �I
- -- O\/ , COURSE OF THE PROJECT.
/� II-• I I I-I-I I I-I- I I-I I-I-I I I-I-I I-
\\ /^ �\ -L� \• II I I I ��LI I I I I i I I fi-I-I I I-I I-I- I I-I-I I i I � / 9. DIMENSIONS,DIMENSIONS TAKE PRECEDENCE OVER SCALE.DIMENSIONS ARE TO FACE OF
- -I-I--I _ / j CURB,EDGE OF PAVEMENT/WALKWAY,OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE
I -I-I-I-I-I-I-I ° _ a° I -I _ � � � / / // // / / / /, NOTED.
v _�I-I- III_ _I Ti I_I938. -- I- / /// / v / N / / / /
- 3 ----- ----------I -!�I `-
\ III I I -I-I-I-I-I I-I-I-I-I-I-I-I-I-I-I--I-I I- I- I- I- I-I-I-I--I-. / � �/ ` / � / 10.PLAN QUANTTIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MATERIAL
A I A
-- "I------------I-I- I----- - ---f-I-
\ '� QUANTITIES PER PLAN.MATERIAL SCHEDULES ARE PROVIDED SOLELY FOR CONTRACTOR'S
O / / CONVENIENCE.
\\\ \ '�� \ - I IIII Iililili-IIIIIIIIIIiI--IIIIIIIIIIiIiIiI IIIIII�Ii IIII---I-I-I - IIII-I-- -I-I- /// 3 /// / 0 V Y , // /�
-- -- --- -- --- --I-I- 17.REFERENCE SPECIFCATIONS.THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS PROJECT
ACCORDING TO THE FOLLOWING ORDER:
-- -I -I-
\ `�, -I- -I --_ - --- -- -I -I -I-I- CA // ��// /` P �• / 1.ADDENDA,WITH THOSE OF A LATER DATE HAVING PRECEDENCE OVER THOSE OF
i
\ \ I • i N EARLI R DATE.
7
_Z 2.LANDSCAPE SPECIFICATIONS.WIN A / / /
` � 3.PLAN DRAGS.\ \ I \ -I 93 WP ��� / `A A` O / / /�� 4.PLANT/MATERIAL SCHEDULES.
�O\v IJ� 5.CITY STANDARD SPECIFICATIONS AND DETAILS.
r �/ Z x / / 6.MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION,LATEST EDITION.
y -I /
�EI QITI�� CA � 928-� ----� / / / / •�i�� // N
IN I I\ I J- z _" _�s=�.�__ / i j// CALL BEFORE YOU DIG ,
I _
HL •�/ RBSj\I
— — — / G 0\TCN / —926' /z • o
1 OVERALL LANDSCAPE PLAN 0 15 30 60 Know what's below.
L1 N FEET) Call before you dig.
3890 PHEASANT RIDGE DR NE I herebyrti that this Ian,s fication Print Name: Ryan J.Ruttger,RLA Drawn: RJR Revlslons:
CARLSON SUITE100 Ce fv p peci FENWAY LAND COMPANY
EN.INEERINO or report was prepared by me or under my ONEKA FIELDS PRELIMINARY L1
BLAINE,MN65449 p y g g 13925 Fenwa Boulevard N of
BURVEYINGTrL direct supervision and that 1 am a duly Signature: Designed: R]R
ON MSCAIN ENVIRONMENTAI FAX763.489.7959 Licensed Landscape Architect under y Hugo, Minnesota LANDSCAPE PLAN 1
CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 06/07/24 License#:56346 Date: 06/07/24 Hugo, Minnesota 55038 4
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1 FOUNDATION PLANTING PLAN (BUILDING IE _I_I_I_I_I 0 5 0 20 3 MONUMENT SIGN 0 5 0 20 BOULDER WALL
L3 (IN FEET) L3 PLANTING PLAN (IN FEET) LIMESTONE OUTCROPPING
31190 PNEASANT RIDGE DR NE 1 hereby Certify that this plan,specification Print Name: Ryan J.RUttger,RLA Drawn: RJR [,,,I,n,: FE N WAY LAND COMPANY
CARLSON SUITE100 ONEKA FIELDS PRELIMINARY L3
ENOINEERINO 1 report was prepared by me or under my
BLAINE,MN 55449 p y g g 13925 Fenwa Boulevard N of BURVEYINO direct Supervision and that 1 am a duly signature: Designed: RJR
ONN MSCAIN ENVIRONMENTAL FAX763.489.7959 Licensed Landscape Architect under Y Hugo, Minnesota LANDSCAPE PLAN 1
CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 06/07/24 License#:56346 Date: 06/07/24 Hugo, Minnesota 55038 4
a rtioe:\seer-sees\saes-sa-o°ek•ap—m•e<sau•1a:wce\eae9-sa_Ia 1-pe.a e
#8869-04
LANDSCAPE SPECIFICATIONS PLANT SCHEDULE
1. TREE PROTECTION,ALL TREES NOT SPECIFICALLY NOTED OR MARKED ON SITE FOR REMOVAL SHALL REMAIN PROTECTED AND UNDISTURBED DURING
CONSTRUCTION.TREE PROTECTION SHALL EXTEND TO THE DRIP LINE,WITHIN WHICH NO CONSTRUCTION ACTIVITY,MATERIAL STORAGE,OR VEHICLE PARKING
SHALL BE PERMITTED.TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO CONSTRUCTION START PER PLANS OR AS DIRECTED BY OWNER/LANDSCAPE SYMBOL CODE CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
ARCHITECT AND SHALL CONSIST OF 4'TALL HEAVY DUTY ORANGE CONSTRUCTION FENCING WITH 6'STEEL FENCE POSTS SPACED 6'O.C.MAX.
2. EROSION CONTROL,REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN(SWPPP),AND TEMPORARY AND PERMANENT TREES SHRUBS
STORMWATER BMPS,INCLUDING SLT FENCE,BIO-ROLLS,INLET PROTECTION,EROSION CONTROL BLANKETING,DUST CONTROL,SWEEPING AND ROCK
CONSTRUCTION ENTRANCE.ALL DISTURBED AREAS SHALL RECEIVE PERMANENT STABILIZATION IN ACCORDANCE WITH THE LANDSCAPE PLAN WITHIN 7 DAYS BOB 20 Aronia melanocarpa Autumn Magic' Autumn Magic Black Chokeberry #5 Cont.
AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED.IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS, RM 6 Acer rubrum'Northwood' Northwood Red Maple 2.5"Cal. B&B
RAPID STABILIZATION METHOD 2(MnDOT 2575.M)MUST BE IMPLEMENTED WITHIN 7 DAYS.
3. CLEARING aND GRUBBING.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING ALL AREAS INDICATED AS BEING DISTURBED OR OTHERWISE SSC 40 Clethra alnifolia'Hummingbird' Summersweet #5 Cont.
SHOWN ON PLANS.CLEARING AND GRUBBING SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL TREES,STUMPS,BRUSH,GRASS,ROOTS AND OTHER ORGANIC
MATERIAL AT AN APPROVED OFF-SITE DISPOSAL LOCATION.
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4. SOIL PREPARATION.REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS,AMENDMENTS OR ADDITIONAL INFORMATION(IF APPLICABLE). FM 8 Acer x freemanii'Sienna' Sienna Glen Maple 2.5"Cal. B&B RTD 30 Cornus sericea'Alleman's Compact' Dwarf Red Twig Dogwood #5 Cont.
-V-
EXISTING TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN AN APPROVED LOCATION FOR RE-SPREAD.ALL AREAS WHERE SOIL 0
HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED TO BE SODDED,SEEDED OR PLANTING BED SHALL BE DE-COMPACTED TO A DBH 34 Diervilla lonicera Dwarf Bush Honeysuckle #5 Cont.
MINIMUM DEPTH OF 12 INCHES BY SOIL RIPPING,TILLING OR OTHER APPROVED SOIL LOOSENING METHOD. Y
Betula nigra
5. TOPSOIL MATERIAL.ALL EXISTING,AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF MNDOT TOPSOIL TYPE A.A MINIMUM 4 INCH DEPTH •• RB 5 River Birch Multi-Trunk 8 Ht. B&B
OF TOPSOIL SHALL BE PLACED ON ALL AREAS TO BE SODDED OR SEEDED.A MINIMUM 12 INCH DEPTH OF TOPSOIL SHALL BE PLACED'WITHIN ALL PLANTING Clump Form,2.5"Cal Equivalent
BED AREAS.ALL TOPSOIL SHALL BE FINE GRADED,RAKED AND DRAGGED TO PROVIDE A SMOOTH,UNIFORM SURFACE.TOPSOIL GRADES SHALL BE WITHIN.1 CWH 7 Hamamelis Virginians Common Witch Hazel #5 Cont.
FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS.REFER TO CIVIL PLAN SHEETS FOR FILTRATION BASIN SOIL
REQUIREMENTS.
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6. BOULDER WALLS,BOULDER WALLS SHALL BE NATURAL LIMESTONE OUTCROPPING/LEDGESTONE,APPROX.12-15"H X 3-4'W.PLAN QUANTITIES FOR WALL HL 8 Gledilsla triacanthos inermis�Harve� Northern Acclaim Thornless Honey Locust 2.5"Cal. B&B ABH 44 Hydrangea arborescens'Annabelle' Annabelle Hydrangea #5 Cont.
SF ASSUME 12"MINIMUM BURY.INSTALL OVER 6"AGGREGATE BASE WITH 6"DEPTH DRAINAGE STONE AND GEOTEXTILE FABRIC BEHIND WALL.SEE IMAGE ON • O
SHEET L3 FOR VISUAL REFERENCE. LLA 60 Rhododendron x'Lemon Lights' Lemon Lights Azalea #5 Cont.
7. BOULDER EDGING,BOULDER EDGING SHALL BE NATURAL LIMESTONE OUTCROPPING/LEDGESTONE,APPROX.12-15"H X 3-4'W.INSTALL SO TOP OF STONE
IS 4-6"ABOVE FINISH GRADE.INSTALL OVER 6"AGGREGATE BASE. KC 9 Gymnocladus dioica'Espresso' Kentucky Coffeetree 2.5"Cal. B&B Spiraea x bumalcia'Goldflame'
1 + f SPG 50 Gold Foliage,Red Flowers Goldflame Spirea #5 Cont.
8. SEEDING AND TURF ESTABLISHMENT,CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPO ARCHITECTS APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR L.�J
TO SEEDING.APPLY 12-12-12 TYPE 1 GRANULAR STARTER FERTILIZER AT ,RATE O DCA T S PER ACRE PRIOR TO SEEDING.SEEDS SHALL BE SOWED IN 0
2 PERPENDICULAR PASSES,EACH PASS SI ONE-HALF THE INDICATED RATE,VIA BROADCAST SPREADER,DROP SEEDER OR DRILL SEEDER.FOLLOWING SEED \JL/\) MKL 14 Syringe patula'Miss Kim' Miss Kim Lilac #5 Cont.
APPLICATION,INSTALL CATAGORY 10 EROSION CONTROL BLANKET ON ALL SLOPES GREATER THAN 4:1.IN ALL OTHER AREAS,APPLY ORGANIC FIBER MATRIX
(OFM)HYDROMULCH COVER(MUST BE A SEPARATE OPERATION FROM SEEDING)AT A TARGETED DRY WEIGHT RATE OF 3500 LEIS PER ACRE.SOIL SHALL BE WO 6 Quercus bicolor Swamp White Oak 2.5"Cal. B&B
KEPT MOIST DURING ESTABLISHMENT WITH ADDITIONAL RE-SEEDING AS NECESSARY TO ACHIEVE A HEALTHY,UNIFORM STAND OF GRASS,FREE OF WEEDS • Viburnum trilobum Bailey Compact
AND NTH
COVERAGE EXCEEDING 75%IN ANY 10'x10'AREA PRIOR TO FINAL ACCEPTANCE. O VBC 8 Red Fall Color Bailey's Compact American Cranberry Bush #5 Cont.
9. SODDING,CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECTS APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SODDING.APPLY
12-12-12 TYPE 1 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR TO SODDING AND ROLL TOPSOIL TO CREATE A UNIFORM EVERGREEN SHRUBS
SURFACE FOR LAYING SOD.SOD SHALL NOT BE CUT MORE THAN 24-HOURS IN ADVANCE OF INSTALLATION.CONTRACTOR SHALL KEEP SOD MOIST FOR A 0RO 3 Quercus rubra Red Oak 2.5"Cal. B&B
MINIMUM OF 30 DAYS AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. h'^k
{'-yyL�r1 JSG 36 Juniperus chinensis Sea Green- Sea Green Juniper #5 Cont.
10.PLANT MATERIAL.ALL PLANTING STOCK SHALL CONFORM TO THE"AMERICAN STANDARD FOR NURSERY STOCK,"ANSI-Z60,LATEST EDITION,OF THE
AMERICAN ASSOCIATION OF NURSERYMEN,INC.AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.OWNER/LANDSCAPE
ARCHITECT RESERVE THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE,DURING,OR AFTER INSTALLATION.NO SUBSTITUTION JLG 44 Juniperus horizontalis'Limeglow' Limeglow Juniper #5 Cont.
OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. BL 9 Tilia americans'Boulevard' Boulevard Linden 2.5"Cal. B&B
11'PLANT MATERIAL SUBSTITUONS.ALL REQUESTS FOR PLANT SUBSTITUTIONS SHALL BE MADE IN WRITING TO THE OWNER/LANDSCAPE ARCHITECT AND MUST
•
BE APPROVED BY THE Cltt.TI YEW 6 Taxus x media'Tauntonii' Tauton Yew #5 Cont.
12,PLANT INSTALLATION ANO ESTABLISHMENT.REFER TO STANDARD PLANTING DETAILS.CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL BY
OWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING.ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOLIATES(PRIOR TO TOTAL ACCEPTANCE OF • AE 6 Ulmus americans'Princeton' American Elm 2.5"Cal. B&B GRASSES
THE WORK)SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES,QUANTITY,AND SIZE.
9g
13.MULCH MATERIAL DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PUNS.ALL MULCH SHALL BE CLEAN AND FREE OF NOXIOUS KFG 172 Calamarostis x acutiflora'Karl Foerster' Feather Reed Grass #2 Cont.� 9
WEEDS,SOIL,OR OTHER DELETERIOUS MATERIAL,AND SHALL BE INSTALLED OVER A NON-WOVEN GEOTEXTILE FABRIC(INCIDENTAL)OR OTHER APPROVED CONIFEROUS TREES
WEED BARRIER TO A MINIMUM SETTLED DEPTH OF 4".MULCH SHALL BE HELD BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3".WOOD MULCH SHALL
BE PLACED AROUND INDIVIDUAL TREES TO A 4'MINIMUM DIAMETER.MULCH SHALL BE INSTALLED WITHIN 48-HOURS OF PLANT INSTALLATION. PDS 56 Sporobolus heterolepis Prairie Dropseed #2 Cont.
BF 15 Abies balsamea Balsam Fir 6-Ht. B&B V
14.LANDSCAPE EDGING,INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF.EDGING SHALL COMMERCIAL GRADE BLACK POLYETHYLENE OR
VINYL EDGING, INCH THICK BY 5 INCHES DEEP,V-LIPPED BOTTOM,HORIZONTALLY GROOVED,1-INCH ROUND TOP,EXTRUDED IN STANDARD LENGTHS, PERENNIALS
NTH 9-INCH STEEL ANGLE STAKES. �iyui y
J'^t,15.IRRIGATION,DESIGN,FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM APPROVED POINTS)-OF-CONNECTION WITHIN THE SITE _ BH 21 Pima glauca d Hemerocallis x'Baja'ensata Black Hills Spruce 6 Ht. B&B {t} DLB 90 Baja Daylily #1 Cont.
COVERING ALL TURF AND PLANTING AREAS AS SHOWN ON THE LANDSCAPE PLAN.INCLUDES FLOW/PRESSURE TESTING,PLANS WITH DESIGN CALCULATIONS, "1vf Red Flouters
AS-BUILT DRAWINGS,LABOR,MATERIALS,EQUIPMENT,AND SERVICES FOR THE TESTING,ADJUSTING,RETESTING AND READJUSTING AS REQUIRED TO PLACE 0"�\\ r.�..�
THE SYSTEM IN AN APPROVED OPERATING CONDITION.THE IRRIGATION SYSTEM SHALL INCLUDE THE DESIGN AND INSTALLATION OF THE FOLLOWING: PIPING, Way J_T Hemerocallis x'Stella De Oro
METER AND BIN
ASSEMBUES,SPRINKLER HEADS,CABINETS,VALVES AND VALVE BOXES,CONTROLLERS,CONTROL WIRING,FITTINGS,ELECTRICAL 4§ C DLS 14 Stella Do Oro Daylily #1 Cont.
Yellow/Gold Flowers
CONNECTIONS,QUICK-COUPLERS,ALL OTHER NECESSARY ACCESSORIES,SYSTEM MANUALS,1-YEAR MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION ' •
AND 1 SPRING START-UP.IRRIGATION PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO OWNER/LANDSCAPE ARCHITECT WP 24 Pinus strobus White Pine 6'Ht. B&B
FOR APPROVAL. • € t • \ WLC 131 Nepeta x faassenii'Walkers Low' Walkers Low Catmint #1 Cont.
16.MAINTENANCE,MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND
MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE,INSPECTION HAS BEEN MADE,AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE ORNAMENTAL TREES
GUARANTEE. MAINTENANCE SHALL INCLUDE MOWING,TRIMMING,WATERING,FERTILIZING,WEED AND PESTICIDE CONTROL,MULCHING,REMOVAL OF DEAD UPS 90 Perovskia atriplicifolia Little Spire' Little Spire Russian Sage #1 Cont.
MATERIALS,RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE,THE OWNER SHALL ASSUME / Amelanchier x grandiflora Autumn Brilliance
MAINTENANCE RESPONSIBILITIES, HOWEVER,THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR ALL PLANT MATERIAL THROUGH THE COMPLETION OF THE (T'yl`�J'r1 SB 20 Clump Form,Red Fall Color,1.5"Cal Autumn Brilliance Sewiceberry 7'Ht B&B
WARRANTY PERIOD. Equivalent {•} SCS 80 Sedum spectabile'Autumn Joy' Stonecrop #1 Cont.
17.WATERING,UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS,CONTRACTOR SHALL MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY 'Yv�
WATER ALL PLANTS AND TURF AREAS A MINIMUM OF ONCE A WEEK.MORE FREQUENT WATERING MAY BE REQUIRED DURING PERIODS OF HOT,DRY Cornus alternifolia'Wstackman
WEATHER.CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.IN THE ABSENCE OF PERMANENT IRRIGATION,TEMPORARY IRRIGATION, PD 6 Golden Shadows Pagoda Dogwood 1.5"Cal. B&B GROUND COVERS
TREE WATERING BAGS,OR HAND-WATERING ARE ACCEPTABLE. Pale Yellow Flowers,Maroon Fall Color
18.NATIVE PLANT ESTABLISHMENT.THIS PROJECT INCLUDES ONE OR MORE NATIVE PLANT SEED MIXES CONSISTING OF A VARIETY OF GRASSES,SEDGES AND \� ��%EWF 2,891 of Engineered Wood Fiber Mulch Play Area Surfacing 12"Depth
FLOWERING FORBS.BECAUSE THESE PLANTS TYPICALLY HAVE A LONGER GERMINATION PERIOD,A COVER CROP SPECIES IS REQUIRED TO PROVIDE
TEMPORARY COVER AND STABILIZATION.MAINTENANCE OF THESE SEEDED AREAS IS CRITICAL DURING THE FIRST SEVERAL YEARS TO ESTABLISH A Malusx'Prairifire�
CA 11 Red Flowers PrairRre Crabapple 1.5"Cal. B&B 0" Rock Mulch
SUCCESSFUL NATIVE PLANT COMMUNITY.SEEDED AREAS SHALL BE MOWED/WEED-WHIPPED TO A HEIGHT OF 6-10 INCHES IN MID-JULY AND EARLY 0 o ROCK 8,042 sf 1.5"Trap Rock Mulch 4"Depth
SEPTEMBER DURING THE FIRST 2-3 YEARS OF ESTABLISHMENT.IN ADDITION,ALL NON-NATIVE SPECIES/WEEDS SHALL BE SPOT SPRAYED NO LESS THAN Non-Woven Geotextlle Incidental
3 TIMES A YEAR WITH HERBICIDE BY A LICENSED APPLICATOR.RE-SEEDING AS NECESSARY SHALL OCCUR IN MAY.A NATIVE PLANT COMMUNITY SHALL BE o "
CONSIDERED SUCCESSFULLY ESTABLISHED NO SOONER THAT 3 YEARS AFTER INITIAL SEEDING-ONCE THE COVER CROP HAS BEEN SUFFICIENTLY REPLACED
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BY NATIVE PLANTS AND THE AREA IS FREE OF ALL NON-NAIVE AND INVASIVE SPECIES.AT THIS TIME,MAINTENANCE CAN REDUCED 70 MOWING/ JL 10 Syringe reticulate'Ivory Silk' Ivory Silk Japanese Tree Lilac 1.5"Cal. B&B SOD 80,444 of Turf Sod Bluegrass Kentucky Bluegrass sod
--I-I-I
WEED-WHIPPING TO A HEIGHT OF 6-10 INCHES ONCE A YEAR IN EARLY SEPTEMBER AND SPOT SPRAYING OF HERBACIDE ONLL Y AS NEEDED. White Flowers
Type I-Turf Seed Mix
19.FINAL ACCEPTANCE.UPON SUBSTANTIAL COMPLETION OF THE WORK,CONTRACTOR SHALL REQUEST FINAL ACCEPTANCE OF THE WORK IN WRITING BY THE TI 2,968 sf Refer to notes for acceptable seeding methods MnDOT Seed Mix 25-151 seed
OWNER/LANDSCAPE ARCHITECT.IF ANY WORK IS FOUND TO BE INCOMPLETE OR UNSATISFACTORY IN THE OPINION OF THE OWNER/LANDSCAPE ARCHITECT,A g Rate 1801b/ac
WRITTEN PUNCH LIST WILL BE PREPARED LISTING ALL ITEMS THAT REQUIRE COMPLETING OR CORRECTING BEFORE FINAL ACCEPTANCE. Seeding
Type rV-Buffer Seed Mix
20.WARRANTY.ALL PLANTS,MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE,UNLESS TIV 20,239 of Refer to notes for acceptable seeding MnDOT Seed Mix 35-241 seed
OTHERWISE SPECIFIED.THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND MATERIAL. methods.Seeding Rate 55.0 Ib/ac
3890 PHEASANT RIDGE DR NE t he ni that this Ian,s fication Print Nam¢: Ryan J.Ruttger,RI.A Drawn: RJR Revlslons:
CARLSON SUITE vie fy p peci FENWAY LAND COMPANY
EN6INEERINO or re port was prepared by me or under my ONEKA FIELDS PRELIMINARYTEL L4
BLAINE,MN65449 p y g g 13925 Fenwa Boulevard N of
BURVEYING 63.489.7900 dlrec[supervision and that 1 am a duly Signature: Designed: RJR
MSCAIN ENVIRONMENTAL FAX763.489.7959 Licensed Landscape Architect under Y Hugo, Minnesota LANDSCAPE PLAN I
CARLSONMCCAIN.COM the laws of the State of Minnesota Date: 06/07/24 License#:56346 Date: 06/07/24 Hugo, Minnesota 55038 4
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WHIT-FEN AssocIATES, INC. C 2024 wi u r i Fri ASSOCIATES INC.
/ CITY OF D.2
EST.1906
Memorandum
To: Hugo Planning Commission
From: Rachel Juba, Community Development Director
Date: July 22, 2024, for the Planning Commission Meeting of July 25, 2024
Re: Public Hearing—Text Amendment— Exceptions to Yard Regulations Related to Window
Wells/Egress Windows
1. BACKGROUND:
Hugo City Code allows for lot line setback exceptions for several typical house features such as
window wells/egress windows, decks, porches, and air conditioners. In reviewing this section of
the code we have found that the allowance for a window wells/egress windows in the side yard
to encroach 2 feet into the setback requirement does not meet building code. Building code
requires a window well/egress window to have an opening of at least 3 feet. This issue has
come up in a few building permits over the last year.
2. STAFF RECOMMENDATION:
Staff recommends the zoning code text amendment to align with the building code.
Staff recommends the Planning Commission hold the public hearing and take all comments.
Staff recommends that the Planning Commission approve the text amendment for exceptions
to yard regulations related to window wells/egress windows.
Attachments:
1. Red-lined Text Amendment
2. Ordinance
Sec. 90-47. Exceptions to yard regulations.
Measurements for yard regulations shall be taken from the nearest point of the wall of a building to a lot line
in question,subject to the following qualifications:
(1) Canopies,air conditioners,cantilevers,chimneys,cornices, eaves,flues,window wells, and bay
windows may extend into:
a. The required minimum front yard a distance not to exceed four feet, six inches;
b. The required minimum side yard a distance not exceeding three feet, inclusive of rain gutters and
other such appurtenances;
(2) Fire escapes may extend into the required front yard a distance not exceeding four feet, six inches;
(3) A landing place,deck,or porch may extend into the required front yard a distance not exceeding six
feet, if the landing place or porch has its floor no higher than the entrance floor of the building.An
open railing may be placed around such place;
(4) The architectural features enumerated in subsection (3)of this section may also extend into any side or
rear yard to the same extent,except that no porch,deck,terrace, or outside stairway shall project into
the required side yard;
(5) On double frontage lots,the required front yard shall be provided on both streets;
(6) The required front yard of a corner lot shall not contain any wall,fence, or other structure,tree,shrub,
or other growth,which may cause danger to traffic on a sidewalk,street, or public road by obscuring
the view;
(7) The required front yard of a corner lot shall be unobstructed above a height of three feet in a triangular
area,two sides of which are the lines running along the side street lines between the street
intersection, at the curb,and a point 30 feet from the intersection and the third side of which is the
line between the latter two points.
(Prior Code, § 1010-110.1)
Created: 2024-04-11 13:47:58 [EST]
(Supp. No.34)
Page 1 of 1
ORDINANCE 2024
AN ORDINANCE AMENDING HUGO CITY CODE, CHAPTER 90, ARTICLE II,
SECTION 90-47 EXCEPTIONS TO YARD REGULATIONS
THE CITY OF HUGO ORDAINS:
SECTION 1. Amend. The City Council of the City of Hugo does hereby amend Chapter 90,
Article ii,to amend Section 90-47, of the Hugo City Code pertaining to EXCEPTIONS TO YARD
REGULATIONS (1)(b) to state the following:
b. The required minimum side yard a distance not exceeding three feet, inclusive of rain gutters
and other such appurtenances;
SECTION 2. Effective Date. This Ordinance shall be in full force and effect from and after its
adoption and publication according to law.
ADOPTED by the City Council this 5th day of August, 2024.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk