HomeMy Public PortalAbout10-10-2023 Planning Commission Packet POSTED AT CITY HALL: October 6, 2023
PLANNING COMMISSION AGENDA
TUESDAY, OCTOBER 10, 2023
7:00 P.M.
CITY HALL (2052 County Road 24)
1. Call to Order
2. Changes to Agenda
3. Update from City Council proceedings
4. Representative at next City Council meeting
5. Planning Department Report
6. Public Hearing – Meander Park and Boardwalk – Medina Ventures –
1472 Highway 55 – Amendment to Planned Unit Development and Plat
7. Approval September 12, 2023 Planning Commission Minutes
8. Adjourn
Planning Department Update Page 1 of 2 October 3, 2023
City Council Meeting
TO: Mayor Martin and Members of the City Council
FROM: Dusty Finke, Planning Director
DATE: September 28, 2023
MEETING: October 3, 2023 City Council
SUBJECT: Planning Department Updates
Land Use Application Review
A) Meander Park and Boardwalk – Meander Rd, east of Arrowhead Dr – Medina Ventures had
requested PUD General Plan and Preliminary Plat approval for a development to include four
residential units north of Meander Rd, and commercial uses south of Meander Rd including a
venue, restaurant, daycare, and speculative retail space. The City Council granted amended
PUD and Final Plat approval at the April 18 meeting. The applicant has submitted an
amendment to the plat and plans which would add a strip of property along the east of the
property, increase the size of the daycare, add parking, and proposes solar panel “carports” over
much of the parking lot. Staff is reviewing information and will present if complete, potentially
at the October 10 Planning Commission meeting.
B) 500 Hamel Road Apartment Concept Plan – Medina Apartments LLC has requested review of
a concept plan review for development of a 97-unit apartment building at 500 Hamel Rd. The
Planning Commission and Council provided comments in the fall of 2022. The developer held a
series of neighborhood workshops with neighboring property owners, most recently on
September 21, 2023. A few City Council and Planning Commission members and I attended.
C) 1225 Maplewood Concept Plan – John and Lisa James have requested review of a concept plan
for a three-lot subdivision. Staff is conducting preliminary review and will schedule for a public
hearing when complete.
D) School Lake Nature Preserve 3rd Addition and PUD Amendment – School Lake Nature
Preserve LLC has requested to separate the area of the formal garden from one of the lots within
the development. The garden area is proposed as a stand alone outlot. The City Council granted
approval at the September 19 meeting. Staff will work with applicant to finalize documents
necessary to meet the conditions of approval.
E) Preserve of Medina (fka Blooming Meadows) – east of Holy Name Dr, north of CR24 – Tim
Boser has requested PUD General Plan and Preliminary Plat approval for a 5-lot rural
subdivision. The applicant proposes to restore a large area of wetlands and create a wetland
bank in addition to the lots. The City Council granted general plan of development and
preliminary plat approval on August 2. Staff will await final plat application.
F) Cates Industrial Park – Comprehensive Plan Amendment– Oppidan has requested final plat
approval for a 310,000 square foot warehouse/office development east of Willow Drive, north of
Chippewa Road. Staff has been informed that the acquisition may not be proceeding. Staff is
investigating to determine what action, if any, is necessary with pending applications.
G) Grossman Septic Variance – 3082 Highway 55 – Jaymes Grossman has requested a variance
for the setback for a septic system from wetlands to replace an existing system. The Council
approved the variance at the August 15 meeting and the project will now be closed.
H) BAPS Site Plan Review – 1400 Hamel Road – BAPS Minneapolis Medina has requested an
amendment to their approved site plan review. The Council approved the amended Site Plan
Review at the December 6, 2022 meeting. The applicant has submitted site/civil construction
MEMORANDUM
Planning Department Update Page 2 of 2 October 3, 2023
City Council Meeting
plans for review and has indicated that they may move forward with site work in the fall of 2023
or spring of 2024. The applicant has indicated that building construction likely would not begin
until the spring of 2024.
I) Hamel Townhomes Final Plat – 342 Hamel Rd – Hamel Townhomes, LLC has requested final
plat approval for a 30-unit townhome development. The Council granted final plat approval on
August 16. Staff will work with the applicant to finalize documents prior to beginning of
construction.
J) Ditter Heating and Cooling Site Plan Review – 820 Tower Drive – Ditter Heating and Cooling
has requested a Site Plan Review for an approximately 5,000 square foot addition to its building.
The application is incomplete for review and will be scheduled for a hearing when complete.
K) Pioneer Trail Preserve – This project has been preliminarily approved and the City is awaiting
final plat application.
Other Projects
A) Fall Business Tours – Staff attended the tour at AutoMotorPlex on September 26.
B) Tree Preservation Ordinance – staff presented the Tree Preservation Ordinance to the Planning
Commission for preliminary discussion. The Planning Commission provided recommendations
at their September 12 meeting, Council discussed on September 19 and the ordinance will be
presented again on October 3.
C) Emerald Ash Borer grants – WSB is preparing grant applications for state funding related to
EAB. Staff has been meeting with WSB and providing background information.
D) Highway 55 turn lanes/Adam’s Pest Control – Adam’s Pest Control has indicated that they
intend to begin construction of the turn lanes into their site. MnDOT requires the City to
administer the construction, so WSB is coordinating with the developer’s team to see that
MnDOT requirements are met.
TO: Honorable Mayor and City Council
FROM: Jason Nelson, Director of Public Safety
DATE: September 28, 2023
RE: Department Updates
Last week I attended the annual Homeland Security Emergency Preparedness Conference at Breezy
Point. The conference was good. It focused on many topics about preparedness and wellness of
employees. Spent valuable time networking with our local Hennepin County Emergency Preparedness
Director and others within his office.
Sergeant Hall attended the Criminal Justice Mental Health Summit in Plymouth last week on Tuesday,
Wednesday, and Thursday. I was able to attend as well on Thursday. The Keynote speaker Travis
Howze, is an international speaker that focused on motivational wellness, leadership, mental wellness,
and resiliency.
Both conferences were very valuable. My leadership team and I will get together to talk about
different strategies that we can look at in the future, especially when it comes to employee wellness
and to promote career and family longevity. We are also working on expanding our workout facility
upstairs in our facility. Officer John Vinck is working hard to create a bigger space for our workout
room. We have done some remodeling and will be moving into the bigger room upstairs, which will
allow for more equipment to be utilized.
Medina Celebration Day was a big success again this year. Administrative Assistant Klaers and others
did a great job of planning the event. It was very well attended, and everyone seemed to have a great
time. This event is fun to participate in and it is nice to see the community come together. As I drove
the kiddie train around the entire park, I realized that our public works and others that work on the
park have created a beautiful place for all to come and enjoy many activities. There are numerous
residents from the Plymouth side that attended as well. We have a great community that is becoming
more and more diverse, and it is enjoyable to see the interaction at Medina Celebration Day.
Patrol:
The following are updates of Patrol Officers between September 12 and September 25, 2023:
Citations – 5 Warnings – 78 PD Accidents – 2
PI Accidents – 2 Medicals – 17 Falls – 3
Suspicious Calls – 5 Traffic Complaints – 11 Other Agency Assists – 17
Business/Residential Alarm- 12 Welfare Checks - 4 Disturbance Calls - 4
*Sgt. Boecker was out of the office this week.
Investigations:
Received digital contents from phone warrants and went through those.
Received two fraud cases.
Received theft case.
Case forwarded to me from another agency for follow up.
Attended MN Organized Retail Crime Association Conference.
Booked a suspect for a previously charged assault.
Booked a suspect for a previously charged stop arm violation.
Closed several cases.
Burglary cases referred to county attorney.
Investigations currently has 11 open/active cases.
1
TO: Medina Mayor and Members of the City Council
FROM: Steve Scherer, Public Works Director
DATE: September 28, 2023
MEETING: October 3, 2023
SUBJECT: Public Works Update
Streets
• Public Works backfilled and shouldered where necessary prior to the second lift of
asphalt on Town Line Road and Juniper Curve. The final lift is scheduled, and
striping will follow. The project has gone very well. The Public Works team has
done a great job on both the road reconstruction and community relations with city
representatives and residents of all three cities.
• Public Works is completing some blacktop repairs at Deerhill Road. We are also
repairing the Tomahawk and Hamel Road intersection.
Water/Sewer/Stormwater
• Jim Stremel and I are exploring the possibility of moving the water treatment plant
expansion forward. We have some water usage data to look at before bringing it back
to Council.
• The Willow Drive Lift Station project looks great. We are on schedule for a late
September or early October startup date.
• Public Works will be completing our annual inspection of valves and manholes to
ensure they are not a hazard to the snowplows in the months to come.
• The Independence Beach Lift No1 pumps are large, very expensive, and have some
issues. I’m working with the Met Council (MCES) for reimbursement of $62,000 to
cover repairs as negotiated in our maintenance agreement.
Parks/Trails
• The grandstand project at Hamel Legion Park looks great and will be completed soon.
HAC is also working on field maintenance which includes mound work and new sod.
• The ballfield/open space at Hunter Lions Park looks great. The seeding finally took
off and we expect the field to be ready for practice/play next year.
• The kayak rack was installed at Lakeshore Park. There is interest for next season as
this season slips away. The viewing decks are a big hit and a great addition in the
park.
• The seal coating on the Clydesdale trail really makes the entire street scape look new
as it helps preserve the trail.
MEMORANDUM
Meander Boardwalk and Park Page 1 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
TO: Planning Commission
FROM: Dusty Finke, Planning Director
DATE: October 6, 2023
MEETING: October 10, 2023, Planning Commission
SUBJECT: Public Hearing – Medina Ventures – Medina Park and Boardwalk -
1472 Highway 55 (PID 0211823330003) – Plat and PUD Plan Adjustment
Summary of Request
On January 17, 2023, the Medina City Council granted PUD general
plan and preliminary plat approval for the Meander Park and
Boardwalk. On April 18, 2023, the Council granted approval of an
amendment to the PUD as well as final plat approval.
The applicant has not commenced with construction at this time and
has indicated that they intend to begin in the spring of 2024. The
applicant has requested an amendment to change the general plan of
development in the following ways:
1) Applicant proposes to purchase strip of property east of the
commercial development and incorporate additional land into the
project.
2) Increase daycare building from 7500 s.f. to 11,000 s.f.
3) Increase parking from 229 stalls to 249 stalls.
4) Increase square footage of lower level of the event venue
structure.
5) Construct ground-mounted solar panel “car-ports” over portion of
the parking lot.
6) Adjust landscaping plan to shift trees from under solar panels to other locations.
The subject site is located north of Highway 55, south of Meander Road, and east of Arrowhead
Drive. An aerial of the site and surrounding property can be found at the top of the following
page. The strip of property proposed to be added to the project is outlined with a magenta
dashed line.
Although the City has granted approval of the PUD and plat, the PUD ordinance has technically
not yet become effective. One of the provisions of the ordinance was that it would not take
effect until the Meander Park and Boardwalk plat is recorded, which has not yet occurred.
Nonetheless, the approvals remain in place and can be effectuated upon recording of the plat.
Many aspects of the proposal remain unchanged. This report will first provide context on the
proposed changes noted above, but then also provide the broader review of the development.
Most of the information except for the changes noted above will be unchanged from previous
reports.
Proposed Uses: Event Venue
13 lodging suites
Restaurant
Day Care
9,600 s.f. retail
4 townhomes.
Gross Site Area: 18 acres
Net Site Area: 4.9 acre commercial
1.5 acre residential
Land Use (north): LDR
Current Zoning (north): RR-UR
Land Use (south): Commercial
Current Zoning (south): CH
Proposed Zoning: PUD
MEMORANDUM
Meander Boardwalk and Park Page 2 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
Purpose of a Planned Unit Development
According to Section 827.25, PUD provisions are established to provide comprehensive procedures
and standards designed to allow greater flexibility in the development of neighborhoods and/or
nonresidential areas by incorporating design modifications and allowing for a mixture of uses. The
PUD process, by allowing deviation from the strict provisions of this Code related to setbacks, lot
area, width and depth, yards, and other development standards is intended to encourage:
1. Innovations in development to the end that the growing demands for all styles of economic
expansion may be met by greater variety in type, design, and placement of structures and by the
conservation and more efficient use of land in such developments.
2. Higher standards of site and building design.
3. The preservation, enhancement, or restoration of desirable site characteristics such as high-quality
natural resources, wooded areas, wetlands, natural topography and geologic features and the
prevention of soil erosion.
Meander Boardwalk and Park Page 3 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
4. Innovative approaches to stormwater management and low-impact development practices which
result in volume control and improvement to water quality beyond the standard requirements of
the city.
5. Maintenance of open space in portions of the development site, preferably linked to surrounding
open space areas, and enhanced buffering from adjacent roadways and lower intensity uses.
6. A creative use of land and related physical development which allows a phased and orderly
development and use pattern and more convenience in location and design of development and
service facilities.
7. An efficient use of land resulting in smaller networks of utilities and streets thereby lower
development costs and public investments.
8. A development pattern that effectuates the objectives of the Medina Comprehensive Plan. (PUD is
not intended as a means to vary applicable planning and zoning principles.)
9. A more desirable and creative environment than might be possible through the strict application on
zoning and subdivision regulations of the City.
When reviewing a proposed amendment to a PUD, staff believes it is reasonable to consider
these purposes within the context and scale of the proposed amendment. Two potential ways to
frame an amendment may be to consider: 1) If a proposed change of a PUD seems contrary to
the purposes of the PUD ordinance, it may be appropriate to deny the amendment; 2) the
Planning Commission and Council may consider whether they would have supported the PUD if
it were to have been proposed in this way originally.
The City has a high level of discretion when considering PUD requests, including amendments
to previously approved PUDs. As noted above, the previous approvals would still be in place if
the City does not approve the proposed amendments.
Summary of Proposed Changes
Incorporation of additional land to east
The applicant proposes to expand the footprint of the plat and development 34 feet to the east by
purchasing additional land. This additional property allows for construction of an additional 20
parking stalls and to increase the size of the childcare building. The parking lot is proposed to be
setback 10’ from the “new” eastern property line, which was the same setback within the
approved PUD. The setback for the structures on the site from the eastern property line will
increase as a result of the line shifting east.
The property to the northeast of the subject site includes a 60’-wide strip of property extending
north from Highway 55 which runs adjacent to east side of the entire subject site. This strip of
property is part of the rural residential parcel to the northeast. A driveway is located within the
strip north of Meander Road. This driveway used to extend to Highway 55 prior to Meander
Road being constructed in the late 1990’s, but there are currently no improvements within the
strip of land south of Meander Road.
The applicant has requested to subdivide the strip of land south of Meander Road from the land
north of Meander Road to allow them to purchase and incorporate into the project. The applicant
has indicated that they would only need to incorporate 34’ of the 60’. In discussion with the
applicant, staff indicated that the City may likely consider whether there is interest in the
Meander Boardwalk and Park Page 4 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
remaining width for a trail easement. This location was identified as one possible location for
the future Diamond Lake Regional Trail crossing of Highway 55. The City obtained a trail
easement to the southeast of Highway 55 as part of the Loram Industrial plat.
Incorporating this strip of property into the project provides the City the opportunity to discuss
the need for trail easement and staff also believes it will be advantageous for the strip of property
to be in common ownership with either the subject site, or the parcel to the east.
If the City does not ultimately determine that a trail easement is necessary in this location, the
remaining 26’ of land could be platted as an outlot and either sold to the property to the east or
incorporated into the subject site at some point in the future. Staff has not identified concern
with the proposal to add the additional land into the project.
See Park Dedication section on page 12-13 for more information related to potential trail
easement.
Increase Childcare Building Size
The applicant proposes to increase the size of the childcare building from 7500 to 11,000 square
feet. The structure is proposed to be deeper toward the parking lot but maintain the same setback
to Meander Road as previously approved. The building is proposed to be slightly longer as well,
but the setback to the “new” eastern property line is larger than previously approved.
As noted above, adding additional property allows for an additional 20 spaces within the
development. The parking analysis states that parking demand of this larger use would be an
additional 10 spaces and the peak parking demand is anticipated to differ from the event venue
and restaurant.
Staff has not raised concern with the increase in size for the childcare structure.
Increased Parking
The applicant proposes to increase the number of parking stalls from 229 to 249. Parking was
discussed during the original approval process, especially related to larger events at the event
venue. The approved PUD required the owner/operator of the event venue to implement an
active parking management plan for larger events which would include actions such as shuttling
to off-site parking locations. The parking management plan still anticipates active parking
management, but additional parking is advantageous. See parking information on page 11 for
more detail.
Increased Lower Level Area – Event Venue
The applicant proposes to increase the size of the lower level of the event venue building from
7000 to 15,000 square feet. The applicant proposes to add approximately 8000 s.f. of floor area
for data center use in addition to area in the lower level for storage and service space for the
event venue. The applicant has indicated that a data center use would only have a few
employees. Staff recommends a condition that no other use be permitted within this area without
review to confirm that sufficient parking is provided.
Meander Boardwalk and Park Page 5 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
Solar Panel Car-ports
The applicant proposes to install ground mounted-solar arrays over approximately ¾ of the
parking spaces. Ground-mounted solar equipment is not permitted within the underlying CH
district, but the applicant requests the allowance as part of the PUD.
Although ground-mounted solar equipment is not permitted in the CH district, it is allowed
within the B zoning district, subject to the following conditions. For the sake of comparison, staff
has summarized the proposed solar equipment with the requirements in italics:
(1) Ground-mounted Solar Equipment shall only be permitted in the Business and
Industrial Park zoning districts and only following Conditional Use Permit approval.
The underlying zoning district is CH and ground mounted solar equipment would generally
not be permitted but could be allowed through the PUD.
(2) Solar Equipment shall be set back a minimum of 300 feet from residential property.
The proposed equipment is more than 300 feet from surrounding residential property.
The townhomes within the PUD north of Meander Road are just under 300 feet from the
equipment.
(3) Solar Equipment shall meet all setback requirements for principal structures in the
zoning district where located.
The proposed equipment is located within the parking lot and exceeds the setback of all
structures.
(4) The footprint occupied by Solar Equipment shall be considered lot coverage and
impervious surface for the purpose of calculating such standards. The footprint shall
include all space between pieces of Solar Equipment unless the pieces are separated by
more than 25 feet.
The equipment is proposed over the parking lot, which is already impervious surface.
(5) The footprint occupied by Solar Equipment shall not exceed 20% of the lot.
The proposed equipment is over the proposed parking lot and is approximately 12% of
the buildable portion of the commercial portion of the site.
(6) The equipment or device may not exceed a height of 20 feet.
The height of the proposed equipment is under 16 feet.
(7) The City may require landscaping or other means of screening to limit visual
impacts of the mounting devices of the Solar Equipment.
The proposed equipment is within the proposed parking lot. Landscaping is proposed
around the site, and the Planning Commission and Council could determine if more
landscaping is necessary related to the solar equipment.
(8) The equipment or device must be designed and constructed in compliance with all
applicable building and electrical codes.
Staff would recommend compliance with this condition if the solar equipment were
approved.
Meander Boardwalk and Park Page 6 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
(9) The equipment or device must be in compliance with all state and federal regulations
regarding co-generation of energy.
Staff would recommend compliance with this condition if the solar equipment were
approved.
(10) All solar arrays or panels shall be installed or positioned so as not to cause any glare or
reflective sunlight onto neighboring properties or structures or obstruct views.
The solar panels are proposed within in inverted V to point internal. Staff recommends
a condition to verify non-reflective characteristics for the panels. The equipment is
located within the parking lot surrounded by taller structures, so staff does not believe
they would obstruct views.
(11) The City may require compliance with any other conditions, restrictions or
limitations deemed reasonably necessary to protect the public health, safety, and
welfare and to promote harmony with neighboring uses.
The Planning Commission and Council can discuss whether any additional conditions
are appropriate.
Cross-section of the solar panels can be found on the final page of the plans and photos of other
installations are attached to the applicant’s narrative.
As noted above, ground-mounted solar equipment is not permitted within the underlying CH
zoning district but would be permitted within the B district. The proposed equipment appears to
meet the requirements which apply within the B district. The Planning Commission and City
Council can discuss whether allowing the solar equipment within the PUD serves the purposes of
the PUD district.
Adjust Landscaping Within Parking Lot
If the solar equipment is constructed as described below, the landscaping plan would need to be
adjusted to shift trees out of the parking lot under and near the solar equipment. The applicant
proposes the same number of trees as originally approved but proposes to shift them to other
locations. Staff believes this amendment is appropriate if the solar equipment is approved.
Proposed Plat/Site Layout-Commercial
The following table compares the proposed commercial development with the dimensional
standards of the CH district. The applicant proposes an integrated development which shares
parking. As such, parking crosses the property lines and the buildings are closer to one another.
Setbacks noted below are to the exterior of the site.
The applicant has proposed to subdivide the strip of property south of Meander Road from the
remaining property owned by the owners to the northeast and then to incorporate this property
into the amended plat. This split would need to occur simultaneous with the proposed plat o
neither would be permissible. Staff recommends a condition that the amended plat be contingent
upon approval of the lot split and be conditioned upon the split.
Meander Boardwalk and Park Page 7 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
CH
Requirement
Lot 1 Lot 2 Lot 3 Lot 4
Minimum Lot Size 1 acre (0.5 acre
if coordinated)
2.78 acre 0.79 acre 1.164 acre 0.941 acre
Minimum Lot Width 100 feet 150’ 250’ 160’ 230’
Minimum Lot Depth 120 feet 430’ 120’ 250’ 210’
Front Setback
(Meander)
25 feet 160’ 12’ NA NA
Front Setback-Hwy 55 50 feet 177’ NA 140’ 138’
Side Setback 15 feet 205’ W 50’ E
56’ E 285’ W
Residential Setback 50 feet 160’ 48’ NE
12’ N
440’ 440’
Parking Setbacks
Front Yard 25 feet 62’ 62’ NA NA
Side/Rear 10 feet 310’ W 10’ E 10’ E NA
Residential 40 feet 62’ N 62’ N NA NA
Building Height 45 feet 30’ 23’ 18’ 16’
Hardcover 75% 50% of gross area; 73% of upland area
The proposed lots meet the dimensional standards required for lots within an integrated
development. The approved PUD provided flexibility for the setback for the daycare building
from Meander Road.
The approved PUD identified four twin homes north of Meander. The proposed amendment does
not alter the proposed arrangement from that which was originally approved.
The following table summarizes the layout of the residential portion of the site approved on the
PUD.
R1 Requirement R2
Requirement
Proposed
Net Density 2-3 units/acre 2-3 units/acre 3.5 units/acre
Minimum Lot Size 11,000 s.f. 5,000 s.f./unit 14,520 s.f./unit
incl shared drive
Min Lot Width 90 feet 50 feet/unit 50 feet/unit
Min Lot Depth 100 feet 90 feet 90 feet
Front Setback 25’ (30’ to garage) 25’ (30’ to garage) 4.5’ to drive
50’ to Meander
Side setback 25’ combined
(10/15)
15’ combined (10/5) (single-family)
10’/10’ (2-family)
483’ to north
12’ between units
Rear setback 30’ 25’ 489’ to west
Max. Hardcover 40% 50% 50% of net area
The applicant proposes to plat a 26’ wide outlot along the eastern property line, which would be
deeded to the City if the City requires dedication of a trail easement. If the City does not require
the easement, the applicant could either incorporate that property into the lots or could plat this
outlot to be combined in the future or sold to the property to the east.
Meander Boardwalk and Park Page 8 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
Architectural Design
The approved PUD included specific architectural requirements for the structures which varied
from the general standards of the CH district and were discussed at length during review. The
applicant has not proposed alteration to the proposed architectural design of the structures,
except for the increased size of the daycare building. Architectural information is included for
with the approved plans for reference.
Wetlands
The wetland along the western edge of the
development requires upland buffers with the
average width indicated to the right. The
Wetland Classification Avg
Buffer
Min
Buffer
North of Meander Preserve 35’ 25’
South of Meander Manage 2 25’ 20’
Meander Boardwalk and Park Page 9 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
width of the buffer can be averaged along the edge of the wetland, provided the width is not less
than the average width indicated, and provided the area of the buffer is at least equal to the area
of the average buffer.
The City also requires a 15-foot setback for principal structures from the buffers.
The approved PUD provided flexibility for the minimum width of buffer in some locations, but
resulted in a total area of upland buffer which exceeds the minimum area if the average buffers
were applied. The proposed buffers
are not proposed to be changed.
• Buffer width of 2’ adjacent to
the water feature along the
boardwalk (area to be made up
in other locations along the
wetland)
• Provide less area of upland
buffer adjacent to the wetland
north of Meander Road but provide more area adjacent to the wetland south of Meander
Road to offset.
• Elimination of structure setback to buffer for the townhomes – fencing is proposed to
prevent impacts to buffer.
The applicant is not proposing wetland impacts within their development site, but construction of
turn lanes and the trail to support the development would necessitate 0.13 acre of wetlands
impacts. Staff recommends a condition that any approval be subject to approval and
implementation of a wetland replacement plan.
Floodplain
A floodplain is located within the large wetland to the west of the site with a base flood elevation
of 986. The lowest floor elevation of the twin homes and venue basement is proposed at 989,
which meets the minimum required separation of two feet. The plans do include fill below the
floodplain elevation for the street widening and trail construction. The applicant proposes to
excavate in other locations adjacent to the floodplain to provide compensatory storage.
Tree Preservation,
There are a total of 78 existing significant trees on the subject site; approximately 34 trees near
the existing barn on the property and 44 trees (cottonwood, ash and boxelders) along the edge of
the wetland. The applicant proposes to remove 68 of the trees (87%) on the site. The tree
preservation ordinance would generally allow 30% of the trees to be removed without
replacement. The applicant notes that 44 of the trees to be removed are boxelder and
cottonwood, and 19 are ash trees. The applicant requests flexibility from replacement as part of
the PUD. The tree preservation ordinance does include a provision to exempt pioneering trees
such as boxelder, but this is intended as part of natural resource management. The PUD
previously approved provided flexibility in terms of replacement as shown on the landscaping
plan.
Meander Boardwalk and Park Page 10 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
Landscaping - Commercial
Landscaping standards can be altered in connection with a PUD, but the requirements for
commercial districts are provided for reference.
• Building Setting - At least 10 feet of landscaped area shall be provided adjacent to all
buildings except for walks, outdoor sales areas, plaza space and approved loading docks.
Walks within this landscaped area shall be limited to where practically necessary to
serve access points of buildings.
• Minimum
Planting:
• Parking lot landscaping – minimum of 8% of parking lot area
• Landscaping islands every 20 spaces, wider separations for cells of 120 spaces
The number of plantings has not changed significantly from the plan approved with the original
PUD. As noted above, the applicant proposes to shift shade trees which were previously
proposed in the parking lot to the perimeter of the site if the solar arrays are approved.
The approved PUD allowed 5% of the parking lot area to be landscaped, rather than the 8%
required by code. The applicant has redesigned the parking lot area and added 20 spaces,
resulting in lower % of landscaped area. Staff seeks feedback from the Planning Commission
and Council if a further reduction is acceptable, or if 5% should be required. Providing more
landscaping would result in the loss of a few parking spaces.
Landscaping – Residential
The proposed landscaping plan has not changed compared to the plan approved with the original
PUD. The R2 district would require a minimum of 2 trees per unit. A buffer yard would be
required to the east and west of the subject residential development. In this case, there is a
wetland with a width more than 1000 feet to the west. The applicant has proposed 24 shade and
coniferous trees as well as a hedge of shrubs and perennials east of the shared driveway.
Transportation
Transportation considerations were reviewed at the time of original approval and the proposed
amendments would not change the outcome significantly. The applicant proposes one access for
the commercial property to Meander Road along the west of the project. The applicant has
submitted a traffic analysis which has been reviewed by the City Engineer. The analysis
recommended construction of a left-turn lane from Meander into the site.
The City completed a visioning study for future Tamarack Drive located approximately ¼ mile
to the east during the summer of 2020. The vision anticipated a signalized intersection at
Highway 55 and Tamarack Drive which would serve as the primary access for commercial
development in the area, including the subject site. The study included a broader study of the
future circulation for development property east and west of Tamarack Drive as well. The
conceptual layout approved at the end of the study calls for connection from Meander Road to
Tamarack Drive and for the commercial development in this area to have convenient access to
Requirement Required Proposed
Overstory trees 1 per 50’ site perimeter 49 trees 50
Ornamental trees 1 per 100’ site perimeter 25 trees 26
Shrubs 1 per 30’ site perimeter 82 shrubs 174+1074
perennials
Meander Boardwalk and Park Page 11 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
the connection to more easily reach Tamarack Dr. The City Council discussed potential
connectivity from this site to the commercial property to the east during concept plan review.
Ultimately, the City Council’s feedback during concept plan review was that the City should not
require a street connection through this subject site or a specific connection to the east. The
Council encouraged that the design provide flexibility for potential connection to the east so that
connectivity may be possible depending on the layout of the site to the east.
The proposed layout of this site includes parking along much of the eastern frontage. Staff
believes this provides a fair amount of flexibility, because an access could be extended to the
east almost anywhere along the edge of the parking lot. Staff recommends a condition
addressing the possibility of this future connection in the development agreement.
The Tamarack visioning study had identified the cost of improvements at Highway 55 to install
the signals and turn lanes and had estimated the area of different new uses which necessitate the
improvement. The subject site was estimated as 5.4% of the signal project and 8.2% of the
northern turn lanes at Highway 55. Staff recommends that the City require execution of a
Petition and Waiver allowing future assessment of this portion of the project against the lots in
the development.
Parking
As noted above, the applicant proposed to
construct 20 spaces more than shown on the
originally approved plan. Increasing the size of
the daycare building increases parking demand
less than 20 spaces and is expected to not occur
at the same peak as the event venue and
restaurant.
The applicant proposes approximately 249 parking spaces. Adding the total minimum parking
spaces for the uses, a minimum of 268 spaces would be required. The parking ordinances allows
adjustments to minimum parking requirements for shared parking when peak use does not
overlap.
Staff believes the venue and restaurant would share peak use, which would be at different times
from the daycare. As such, providing consideration for shared parking seems reasonable.
The applicant included a parking needs analysis as part of their traffic study. The analysis
concludes that parking would be sufficient during average parking generation. It concludes a
deficit at the 85 percentile of parking generation. The applicant notes that they would propose to
use valet parking and shuttling for large events. The applicant also anticipates significant
rideshare use for the venue.
Staff recommends a condition that the applicant implement these practices as necessary and that
agreements be recorded against the lots ensuring shared parking.
Sewer/Water
The applicant will extend sewer and water to the site from the east. Staff recommends that sewer
service be extended north of twinhomes because this is anticipated to serve future residential
Use Calculation # Required
stalls
Restaurant 1 stall/3 seats 250 seats 84
Venue 1 stall/3 seats 300 capacity 100
Daycare 1/250 s.f. 7500 s.f. 44
Retail 1/250 s.f. 10,000 s.f. 40
Total: 268
Meander Boardwalk and Park Page 12 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
development north of Fields of Medina. Staff recommends a condition that the applicant address
comments of the City Engineer, which are attached for reference.
Stormwater/Grading Review
The applicant proposes stormwater management with a dry retention basin for the twin home
area and a biofiltration basin and underground irrigation reuse for the commercial area. Staff
recommends a condition that the applicant meet the requirements of the Elm Creek Watershed
and address the comments of the City Engineer.
Lighting
The applicant proposes lantern-style light fixtures which are downcast but provide a decorative
shield which glows. The applicant also proposes lighting beneath the solar panels if these are
approved. Details are included with the plans. The CH district requires all lighting to be
downcast and that light not exceed 0.5 FC at the property line. The applicant has submitted
photometrics which show compliance with this requirement.
Park/Trails/Multi-Modal
The Park Commission is scheduled to consider park dedication
at their October 21 meeting. The approved plat and PUD
required a trail easement along the north of Meander Road and
cash-in-lieu of additional dedication. With the inclusion of the
property to the east, staff recommends reevaluating park dedication.
The City’s subdivision ordinance requires the following to be dedicated for parks, trails and
public open space purposes, at the City’s option:
• Land – 0.8 acre – Up to 10% of the buildable land
• Cash-in-lieu of land – estimated $60,000-$90,000 (to be confirmed by City Assessor) –
8% of the pre-developed market value; residential portion subject to minimum of
$3500/residential unit, maximum of $8000/residential unit
• Combination of the above
The Park at the Fields of Medina is located approximately ¼ acre to the northeast of the site and
no additional park improvement are identified in the City’s Park Plan. An existing trail is located
north of Meander Road to the northeast of the site. The City’s trail plan calls for the trail to be
extended westerly to Arrowhead Drive. Staff would recommend that necessary easements be
provided along the north of Meander Road and that the trail be constructed in connection with
the development, as least to the edge of the wetland.
The applicant proposes sidewalk, boardwalk and trail connections within the commercial
development as well. Staff would recommend that the sidewalk near the boardwalk be extended
to the eastern property line for potential connectivity in the future. As noted above, the Fire
Chief has requested a 2nd emergency access to the site. The applicant has indicated that they will
propose a wide and heavily constructed trail/sidewalk along the east of the site from Meander to
the parking lot. Staff believe this trail will provide good opportunities for connectivity to the
east in the future.
Park Dedication
• Trail along north of Meander
• Trail easement along east
• Park fee for remainder
Meander Boardwalk and Park Page 13 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
The potential route for the Diamond Lake Regional Trail is also in the vicinity of this property.
The route shows the corridor going from north of Fields of Medina with a grade-separated
crossing of Highway 55. The conceptual route approved by City Council for consideration in the
Master Plan is shown in green on the aerial to the right. The site is outlined in pink.
Although the conceptual route is east of the subject site, staff believes it is advisable to consider
alternative opportunities to provide the most flexibility for the trail to be connected in the future.
It may be advantageous to require
dedication of more easements than
may be necessary to provide more
flexibility to link the corridor with
adjacent sites. The City may not
utilize all of the easements, but could
vacate in the future. The City
obtained a large trail easement from
the Loram plat, located southeast of
Highway 55. Staff would
recommend that a trail easement be
considered along the east of the
commercial development to provide
an opportunity to connect from
Meander Road to a Highway 55
crossing location.
It should be noted that easements
could be required from future
development of the larger
commercial site further east, but staff
believes it may be advisable to obtain
the easement from this project,
because the timeline of development
to the east is not known.
Review Criteria/Staff
Recommendation
The City has a high level of
discretion when reviewing a PUD
because it is a rezoning, which is a
legislative action. The PUD purpose
and options of how an amendment to
a previously approved PUD may be framed are described on pages 2 and 3.
The most significant change appears to be the addition of the solar panel carports. The Planning
Commission and City Council are encouraged to consider how that change serves the purposes
of the PUD district. Staff does not believe the other changes significantly alter the original
approval.
Meander Boardwalk and Park Page 14 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
If the Planning Commission and Council determine that the proposed amendment meets the
objectives described above, the following action could be taken:
Move to recommend the amended PUD and plat subject to the following conditions:
1) Approval of the plat is contingent upon effectuation of a subdivision for the additional
property to the east.
2) The Applicant shall enter into a development agreement with the City, which shall include
the conditions described below as well as other requirements by City ordinance or policy.
3) The Applicant shall install all improvements shown on the plans dated 09/11/2023 except
as may be modified herein. The plans shall be updated to address the comments of the
City Engineer.
4) Use of the lower level of the event venue shall be limited to data center use or accessory
storage/service space for the venue.
5) Solar equipment shall be designed and constructed in compliance with all applicable
building and electrical codes and shall be in compliance with all state and federal
regulations regarding co-generation of energy.
6) The Applicant shall construct turn lane improvements on Meander Road as recommended
by the City Engineer.
7) The Applicant shall execute and record instrument(s) in a form and of substance
satisfactory to the City Attorney to ensure all lots have access to a public roadway.
8) The Applicant shall provide park dedication as determined by the City Council
9) The Applicant shall ensure that the secondary emergency access is maintained/plowed to
ensure usability.
10) Vehicle-resistant barriers or fencing shall be provided between Meander Road and the
play area for the daycare.
11) The watermain and hydrants within the commercial lots shall be privately maintained.
12) The Applicant shall submit a letter of credit in an amount of 150% of the cost of site
improvements in order to ensure completion.
13) The Applicant shall execute and record a Stormwater Maintenance Agreement in a form
and of substance acceptable to the City Attorney to describe the responsibility of the
property owners to maintain the private stormwater improvements.
14) The Applicant shall implement the Wetland Conservation Act Wetland Replacement Plan.
15) The Applicant shall establish Upland Buffers in the locations identified on the General Plan
of Development. Such buffers shall meet the requirements of the wetland protection
ordinance including but not limited to: execution and recordation of Upland Buffer
Easement Agreement in a form and of substance acceptable to the City Attorney, planting
of appropriate vegetation, and installation of signage.
16) The commercial property shall be subject to the City’s lawn and landscaping irrigation
regulations. No lawn or landscape irrigation systems shall be permitted to be connected to
the City water system.
17) The Applicant shall obtain all permits required by Elm Creek Watershed District, Minnesota
Department of Transportation, the Minnesota Department of Health, the Minnesota
Pollution Control Agency, the Metropolitan Council and any other relevant agencies.
18) The Applicant shall enter into a petition and waiver with the City in a form and of substance
acceptable to the City Attorney related to future assessment for construction of Tamarack
Drive.
Meander Boardwalk and Park Page 15 of 15 October 10, 2023
Amended Plat, PUD General Plan Planning Commission Meeting
19) The Applicant shall provide proof of agreement(s) for off-site parking during peak usage
that meets the satisfaction of the City.
20) The Applicant shall provide for ongoing active management of the lodging facilities located
on the commercial property.
21) Building plans shall be subject to review and approval by City staff for general compliance
with the general plan of development and Architectural Narrative document created by
Villamil Architecture dated 04/04/2023, except as required to be modified herein.
22) The Applicant shall address the comments of the City Attorney’s plat opinion and abide by
the recommendations of the City Attorney with regard to title matters and recording
instructions.
23) The plat shall be recorded in the office of the Hennepin County Recorder and Registrar of
Titles within 180 days of the date of the resolution or the approval shall be considered void,
unless a written request for time extension is submitted by the Applicant and approved by
the City Council.
24) The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for
the cost of reviewing the plat, general plan of development, construction plans, and other
relevant documents.
Attachments
1. Engineer Comments
2. Applicant Narrative
3. Plat
4. Plans
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
70
1
X
E
N
I
A
A
V
E
N
U
E
S
|
SU
I
T
E
3
0
0
| M
I
N
N
E
A
P
O
L
I
S
,
M
N
|
55
4
1
6
|
76
3
.
5
4
1
.
4
8
0
0
|
W
S
B
E
N
G
.
C
O
M
September 29, 2023
Mr. Dusty Finke
City Planning Director
City of Medina
2052 County Road 24
Medina, MN 55340-9790
Re: Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
City Project No. LR-23-341
WSB Project No. 019539-000
Dear Mr. Finke:
WSB staff have reviewed the Meander Park & Boardwalk PUD Plans and Final Plat submittal
dated September 11, 2023. The applicant proposes to construct a business park, boardwalk,
recreational amenities, and four townhomes on a total of 18-acres located along Meander Road
on the north side of TH 55 and east of Arrowhead Drive.
The documents were reviewed for general conformance with the City of Medina’s general
engineering standards and Stormwater Design Manual. We have the following comments with
regards to engineering and stormwater management matters.
Final Plat & General Comments
1. The City Planner will provide comments pertaining to the proposed landscaping,
sidewalk/trail connectivity/easements, and tree preservation plan under separate cover.
2. Provide additional right-of-way along Meander Road to accommodate future right turn
lanes into the applicant’s commercial site and the future commercial site further to the
east that will have an access road opposite Cavanaugh Drive. Complete.
3. Provide additional ROW on the north side of Meander Road, 2’ from far edge of trail. In
progress, the applicant is proposing a trail easement to accommodate the additional
area. Complete.
4. A visioning study was completed in August of 2020 that included this development area,
the adjacent commercial development area to the east, and the Tamarack Drive
extension corridor. The study included potential commercial site layouts that indicated
access between commercial parcels. For the primary access drive lane proposed from
Meander Road south and east adjacent to the future “Day Care” location provide cross
access easement agreements to provide flexibility in the connection of the driveway to
future easterly commercial areas. In-progress, applicant to provide.
Consider the reduction of parking spaces along this corridor to minimize conflict points.
See additional comments below within the traffic study section. Complete.
5. Provide confirmation that sufficient electrical service is available for the data center use.
Complete.
6. In order to calculate a letter of credit and construction engineering escrow amounts for
the final development agreement, an engineer’s estimate (in Excel format) of the
proposed street and utility improvements along with a schedule for completion of
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 2
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
construction will be required. The estimate should also include the cost of landscaping
items.
7. Additional comments have been provided directly on the plan sheets. Not all comments
on the plans have been summarized in this review letter.
Existing Conditions & Demolition Plans (Sheets C1.0 – C1.2)
8. With preliminary plat submittal, provide a removals/demolition plan to show what trees
are proposed to be removed, buildings to be demolished, impacts to Meander Road, etc.
Complete.
9. The existing site and demolition plans will also need to include existing utility pipe sizes,
pipe material types, etc. Complete.
Site & Paving Plans (C2.0 – C2.2 & C3.0 – C3.2)
10. Provide a figure showing truck movements throughout the site including the largest truck
(semi-truck) and the largest fire truck. Design driveways and circulation routes to
accommodate these vehicles and turnaround space(s) as required by the City Fire
Marshall. The Fire Marshall will review and provide comments under separate cover.
Provided and in-progress, awaiting Fire Marshall approval.
11. City design standards typically require horizontal and vertical curve lengths to meet a 30
MPH design speed (for the townhome road). Where site constraints do not allow this
standard to be met and the roadway is designated as private, the City will consider
alternative designs where emergency access requirements are met. Complete.
12. The proposed private road does not meet City design standards at 20’, refer to City
design standards. Complete,
13. The City standard for a trail width is 8’ with 5’ boulevard. The plans show a 10’ trail along
Meander Road. Complete, City staff is fine with 10’ wide trail.
14. A fence is shown directly adjacent to edge of emergency access to Meander, please
move at least 2’ from edge of trail to provide more clearance. Complete.
15. Add no parking signage along private driveway, this will be used as a fire lane. Complete.
16. Additional Meander Road comments:
a. Meander Road is a State aid street and so State Aid design standards are
necessary. Complete.
b. For the proposed improvements along Meander Road, the design standards for
horizontal and vertical curves will need to mee a 40 MPH design speed.
Complete.
c. Provide a profile view with future submittals that include vertical curve lengths.
Provide alignment data. Complete.
d. Lane widths meet state aid standards. Complete.
e. Provide confirmation that turn lane length sufficient to accommodate projected
turning movements into the site. Complete.
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 3
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
f. If this plan is submitted to MnDOT State Aid there will need to be an SEQ,
earthwork information, and cross sections. Complete, the applicant is not
submitting for funding and so this will not be needed.
Grading, Drainage, & Erosion Control (Sheets C4.0 – C4.4)
17. Provide a more detailed grading and drainage plan with future submittals. With final plat
submittal include drainage arrows on the grading plan showing the direction of flow and
slope percentages. Complete.
18. Provide EOF locations for all low points inside and outside the roadway. Complete.
19. A full review of the erosion/sediment control plan and SWPPP sheets will be completed
with final construction plans.
a. Silt fence should be shown around all wetland boundaries. Redundant perimeter
control is required adjacent to wetlands. Complete, the applicant has shown bio-
roll as the redundant BMP.
20. With final plat submittal provide the following
a. In general maintain all surface grades within the minimum of 2% and maximum
33% slopes. Vegetated swale grades shall also be a minimum of 2.0%.
Complete.
b. Drainage arrows on plans showing direction of runoff. Note specifically high
points between each side-yard swale. Complete.
c. Include percent slope In all other swale locations and verify that it meets the City
requirement of 2% minimum. Complete.
d. The City will require a common draintile collection system (rigid PVC Schedule
40 or SDR 26) for sump pump discharges. A separate foundation pipe system in
addition to the sump discharge system should be considered where full
basements are proposed. The size of the common collection system should be 6”
and comprised of PVC schedule 40 or SDR 26. Complete.
e. Add rip-rap quantities and class notes at each flared end section and pond
overflows (if applicable). Complete, provided on storm sewer sheets.
f. Note the size of proposed storm sewer structures. Complete, provided on storm
sewer sheets.
21. The grading of the Private Drive changed from the last submittal and no longer has the
“inverted crown” to direct drainage to the singular catch basin (CB-103). In general, an
alternative design should be considered with a more consistent crown and/or cross slope
that incorporates curb and additional catch basins. The prior/current design will be more
difficult to construct without the risk of unintended long term drainage consequences.
22. See other comments on the plans about specific drainage concerns/considerations.
SWPPP (Sheets C4.5 – C4.6)
23. The proposed project will disturb more than one acre. Develop and include a SWPPP
consistent with the MPCA CSWGP with future plan submittals. Complete.
24. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided
with the grading permit or with the building permit application for review, prior to
construction commencing. In-progress, provide copies of permit documents prior to the
start of construction.
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 4
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
25. A detailed review of erosion/sediment control and SWPPP will be conducted with the final
construction plan submittal. In-progress with plan updates.
26. Redundant erosion control, applicant is proposing the redundancy to be a bio-roll so
there is flexibility in moving and changing locations.
Utility Plans (Sheet C5.0 – C5.4)
General
27. With final construction plans, provide conformation of MDH (watermain) and MPCA
(sanitary sewer) plan review and permitting. The City Engineer will need to review and
sign the sanitary sewer permit. Based on the current design, it appears the applicant will
also need to apply for a permit from the DLI, provide copy to City. In-progress, awaiting
final permitting documents from applicant.
28. Any public sanitary sewer and watermain shall be encompassed by drainage and utility
easements where located outside of public road right of way. Drainage and utility
easements will need to allow for a 1:1 trench from the invert of the utility with a minimum
of 20’ centered on the utility. Additional easement needed for 30’ deep sanitary sewer,
verify need to acquire additional easement on adjacent property to the east.
29. Consider routes for the sewer/watermain that utilize the same tranches and/or connect in
similar locations. For example, make the connection with the proposed watermains at the
same location on Meander utilizing a cross instead of separate tees (easterly
connections). Complete.
30. The general location of existing/proposed watermain and sewer were shown on the
concept plan. With future submittals also show the nearest existing hydrants and valve
locations. Label the pipe size and pipe material for existing/proposed watermain and
sanitary sewer. Complete.
31. Add general notes to the utility plans to the effect of: Complete.
a. The City shall not be responsible for any additional costs incurred that are
associated with variations in the utility as-built elevations. All utility connections
shall be verified in the field.
b. The City, or agents of the City, are not responsible for errors and omissions on
the submitted plans. The Owner and Engineer of Record are fully responsible for
changes or modifications required during construction to meet the City’s
standards.
c. All watermain and sanitary sewer testing shall be conducted in accordance with
the City standards and specifications. Copies of all test results shall be submitted
to the City (Public Works Director, City Engineer), the Owner, and the Engineer
of Record.
d. Watermain shall have a minimum cover of 7.5’.
e. Tracer wire installation shall be in accordance with the latest edition of the MN
Rural Water Association Standards. See these standards for further details.
f. The City will require televising for sanitary sewer pipe installations prior to
accepting a warranty for the utility system; provide report and video files to the
City for review.
32. With final construction plan submittal provide the following:
a. Plan/profile sheets for watermain and sanitary sewer along the townhome access
road. The sanitary sewer will be considered a public main. Unchanged
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 5
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
b. Provide dimension notes from watermain to parallel sewer mains (storm and
sanitary sewer); the minimum horizontal separation between mains is 10 feet.
Where watermain crosses storm or sanitary sewer, add a note at each location to
the effect of “Maintain 18” Minimum Separation, 4” Rigid Insulation” on both the
plan view and profile view locations (both utility and storm sewer sheets).
Improved, but not provided at each location.
a. Show water/sewer service location to each lot and include the curb stop location
at utility easement location (10’ beyond ROW). For each lot location add the low
floor elevation, sewer service station from downstream manhole, sewer service
invert elevation at utility easement (10’ beyond ROW), riser height if applicable,
and curb stop elevation. Provide additional information, see markups on plan.
Watermain
33. Hydrant locations shall be approved of by the Fire Marshal; typically, a maximum of 250’
influence radius (approximately 400’ spacing) is required to serve the immediate
residential areas. Provide an exhibit showing hydrant influence spacing. In-progress,
awaiting Fire Marshall approval.
34. Watermain looping connections will be needed to minimize long dead-end watermain
sections. Consideration of further watermain looping needs, stubs for future phases, or
other adjacent developments may be required and will be reviewed with future submittals.
With that in mind, at the southeasterly portion of the site, provide an 8-inch stub to extend
east. Complete.
35. The watermain connections to the building(s) shall be reviewed and approved by the City
Fire Marshall. Show the location of the PIV (if sprinklered) and curb stop location on the
plan(s). The City requires that domestic and fire services are separate taps from the
main; A separate curb stop is required for the domestic service and gate valve (PIV) for
the fire line. Complete.
Sanitary Sewer
36. Sanitary sewer main extending to the north into the detached townhome development
area will need to be placed as deep as possible to account for future development
connections to the north. Complete.
37. The sewer service shown for the Day Care building should be directed downstream. The
City does not allow service to be connected directly to manholes. Sewer main
entering/existing a manhole should have at least a 90 degree separation where possible;
one of the manholes shown with less than a 90 degreed separation. If the existing
watermain stub will not be used, the City will require that it is removed up to the existing
watermain. Complete.
38. With future submittals show proposed sanitary sewer service line invert elevations on
plans; the City requires a minimum depth of 4’ from low floor elevations. A separate
water/sewer service. Complete.
39. Gravity sewer is being proposed to serve all units within the development. The City’s
typical standard is to place sewer a minimum of 10’ below the surface (18” vertical
separation below the watermain). Where this depth is not feasible, the City will allow an 8’
depth; depths less than 8’ will require review on a case-by-case basis.
Storm Sewer
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 6
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
40. With final construction plans, if basements are proposed with the detached townhomes,
the City will require draintile or other connections for sump pump discharges connecting
to the storm sewer system. A separate foundation pipe system in addition to the sump
discharge system should be considered. Complete.
41. Storm sewer stubs are shown on the plan, confirm whether these are for roof drains.
42. The City will require subgrade 4” draintile to extend 150’ upstream from the CB’s on
Meander Road. Note size/pipe material on plan, a cleanout is required at each upstream
end.
43. The City public works department is fine with 8” watermain through the commercial site,
unless calculations are provided that show a 10” pipe is needed for capacity and fire flow,
or required by the Fire Marshall.
Civil Details (Sheets C6.0 – C6.12)
44. The proposed street and pavement sections should be reviewed and designed by a
geotechnical engineer. Provide soil borings and geotechnical report with final plat
submittal. Geotechnical report referenced in pavement section details does not provide
for a specific design but more generalizations, provide full report. A typical section for the
private drive not provided.
45. A full review of standard details will be conducted with the final construction plan
submittal.
a. Inside drop details provided (Sheet C6.2) – Where on the plans are inside drop
manholes proposed? The City does not allow inside drops, they must be outside
drops.
b. Separate the retaining wall detail from detail plate STR-13 on Sheet C6.5.
c. The City no longer allows the internal “top-hat” on sanitary sewer manholes and
instead requires “Flex-Seal” to be installed. This is also an ESS Brothers product
or approved equal. Note correction on sanitary sewer manhole detail(s).
Stormwater Management
46. The applicant will need to submit a Stormwater Management Plan and modeling
consistent with Medina’s Stormwater Design Manual.
47. The development will need to meet the City’s volume control requirement to capture and
retain onsite 1.1” of runoff from the net new impervious surface. By satisfying the volume
requirement the water quality requirement is considered met. Follow the City’s
Stormwater Design Manual for alternative credits towards the volume requirement if
infiltration is not feasible. Stormwater treatment will be required north of Meander road
before discharging into the wetland. Complete.
48. Water quality control standards are considered satisfied if the volume control standard for
the site has been met. If it is infeasible to meet the volume control standard due to
contaminated soils, site constraints, or other factors, the proposed BMP will need to
detain and treat a sufficient volume of stormwater to achieve a phosphorus load reduction
of 20% from existing conditions using an approved BMP. Complete.
49. The applicant may want to consider using the stormwater ponds for irrigation. Credits for
volume control can be given for stormwater reuse. City ordinance does not allow for
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 7
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
municipal water system to be used for irrigation. Re-use for irrigation is being proposed,
however the additional credit is not needed to meet the volume control requirements.
Complete.
a. 2. Approved capacity of an irrigation practice will be based on:
i. Approved capacity of an irrigation practice will be based on:
1. An irrigation rate of 1.0 inches per week over the irrigated
pervious area(s) or the rate identified through the Stormwater
Reuse Calculator (whichever is less); or as approved by the City;
2. No greater than a 26 week (April 15th to October 15th) growing
season.
ii. Design of the irrigation system must include, but is not limited to, the
following items. Each system will be reviewed and approved by the City
on a site-by-site basis.
1. Plumbing code review, adherence, and permitting, if applicable.
2. Water reuse pump system design including supply line, intake,
meter, and pump.
3. Electrical and controls design.
4. Construction drawings, specifications, and system integration.
iii. Two (2) feet of permanent pool from the bottom of the pond must be
maintained following drawdown for irrigation. Stormwater Design Manual
City of Medina, MN WSB Project No. 011705-000 Page 20.
iv. Use rates should be monitored at least monthly for at least three years.
This should be compared to the water budget analysis of the design to
determine whether the modeled level of performance is being achieved.
50. The development will need to meet the City’s rate control requirement, which states that
post development discharge rates for the 2-year, 10-year, and 100-year Atlas 14 MSE 3,
24-hour storm events must be less than or equal to existing conditions discharge rates.
Complete.
51. The City requires two feet of freeboard from structure low openings to 100-year high
water levels and EOF’s. Provide maintenance access to all ponding facilities. Complete.
a. Provide EOF routes and HWL for the stormwater BMP’s to verify there is suitable
freeboard.
b. Legend shows symbol for EOF 944.5’ but does not appear on the basins. Please
update the EOF for each basin and label on the plan set.
c. Stabilized EOF’s should be provided for all low areas.
52. HWL elevations should be shown for each stormwater bmp on the plan set. Complete.
53. CB131 should be a sump with a minimum of 4’ to provide pretreatment before discharge
to filtration basin. Meander road CB should have pretreatment before discharging into
filtration basin. Complete.
54. Include soil borings to verify that is a minimum of 3’ of separation from the bottom of the
filtration basin to the seasonally saturated soils. Complete.
55. Provide size, amount, and slope of proposed drain tile within the filtration basin.
Complete.
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 8
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
56. The development will need to meet the appropriate watershed standards for Elm Creek
Water Management Commission and the applicant shall submit for the required permits.
In-progress, the applicant has applied but needs to provide copies of final permit
approval.
57. No private storm water facilities may be approved unless a long-term maintenance plan is
submitted that defines how access will be provided, who will conduct the maintenance,
the type of maintenance and the maintenance intervals. The long-term maintenance plan
along with other stormwater maintenance requirements may have been included with the
project development agreement. The applicant shall obtain all necessary easement or
other property interests to allow access to the facilities for inspection or maintenance for
both the responsible party and the City of Medina.
a. Include recommended maintenance and operation guidelines for all stormwater
bmp’s including water reuse. Manufacture recommendations should be included
when available.
Traffic & Access
58. Based on the proposed site plan the anticipated traffic generation would be
approximately 2,256 daily trips, 398 AM peak hour trips and 440 PM peak hour trips
assuming the uses outlined in the proposed site plan (venue space, daycare, restaurant,
twin homes, retail space). The proposed access to the site is located on Meander Road
approximately 470 feet west of Cavanaugh Drive and has an acceptable spacing (greater
than 400 feet). Complete, acknowledged by applicant.
59. Based on the anticipated traffic generation left and right turn lanes should be provided on
Meander Road at the site access for the commercial site to the south. Also, a two lane
northbound approach should be provided on the south site approach to Meander Road
(left / right turn lanes).
The site plan includes a left turn lane into the site and the two-lane northbound approach
from the site. The analysis indicates that the eastbound right turn lane would not be
required for capacity. It should also be looked at with respect to safety utilizing right turn
lane warrant criteria. Complete, the analysis was provided and ROW was included for
future turn lanes if needed.
60. Only one site access is proposed for the commercial area to the south. With the
anticipated traffic generation from the site, consideration of a secondary access in the
easterly direction which can accommodate the future development area to the east of the
site should be considered. The intention was to extend this internal site roadway up to the
future Tamarack Drive extension as indicated in the visioning and traffic study completed
in August 2020. A future access to the development area to the east is not included or
discussed with the proposed plan. This should be documented. Complete, currently the
second access is shown as emergency access only, but the plan appears to provide
flexibility for a future access to the east from the parking lot area if needed.
61. A traffic analysis should be completed documenting the queuing of vehicles at the site
access to Meander Road. The parking row should be located such that it does not
interfere with the queuing of vehicles. A traffic analysis was completed dated September
8, 2022. We have the following comments on the Traffic and Parking Study. Complete.
i. The Capacity and Level of Service worksheets should be provided.
Complete.
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 9
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
ii. The analysis indicates that the eastbound right turn lane would not be
required for capacity. However, based on the traffic conditions the right
turn lane volume is anticipated to be larger than the Meander Road thru
volume. The need for a right turn lane should also be looked at with
respect to safety utilizing right turn lane warrant criteria. - Complete
iii. The parking demand should be analyzed assuming “Shared Parking”.
This can be completed by evaluating the time-of-day peaking
characteristics of each use found in the ITE Parking Generation Manual.
This may improve the parking needs for the peak events. Complete.
iv. Is it reasonable that patrons would walk from the Loram property to the
event center? If so are facilities available to accommodate the pedestrian
movements? Complete.
v. Conclusion #4 indicates no roadway improvements. This should be
modified to include the turn lanes assumed (left turn lanes) and identified
in the study (possible right turn lane). Also address comment for left turn
lane. Complete.
62. A sight line analysis (vertical curves) should be completed at the driveway intersection on
Meander Road. Provide an exhibit. Provided, see plans provided with set, plan/profile
drawings. Complete.
Wetlands & Environmental
63. Permanent and temporary wetland impacts are proposed. Permanent impacts totaling
0.09 acres have been approved by the WCA, conditional on the purchase of 0.18 acres
of wetland credit from a wetland bank. A USACE Section 404 permit is also required for
the project. Complete. The USACE permit has been received and the purchase of
wetland credits has been verified by BWSR.
64. Upland buffers and buffer setbacks will be required for the project. The northern lobe of
Wetland 1, north of Meander Road is classified as a Preserve based on the City’s
functional classification of wetlands and requires an average 35-foot buffer (minimum 25
feet). Buffer shown on the site plan notes 17-foot minimum buffers in areas abutting a
proposed split rail fence, which do not meet the City’s ordinance.
The southern lobes of Wetland 1, south of Meander Road are classified as Manage 2 and
requires 25-foot average buffer (minimum 20-feet). Buffer shown on the site plan notes 2-
foot minimum buffers, which do not meet the City’s ordinance.
The city will determine if flexibility from the buffer ordinance is appropriate during the
PUD review process.
65. The proposed gazebo is an accessory structure and requires a 5-foot buffer setback. No
planned buffer was shown for the gazebo. Not applicable, gazebo removed from plans.
66. Approved wetland boundaries should be shown on the grading plans or the site plan of
the property. Complete.
67. Upland Buffer Zones and locations of buffer markers must be shown on the grading plans
or the site plan for the property. Complete.
68. The Meander Park & Boardwalk Development Wetland Buffer Memo (dated 9/9/22) notes
that the residential units on the north site would have decks that extend over the upland
buffer zone but would allow for vegetation to grow beneath. City ordinance requires that
upland buffer zones are preserved predominantly in their natural state and alterations,
City of Medina – Meander Park & Boardwalk PUD/Final Plat & Plans – Engineering Review
September 29, 2023
Page 10
K:\019539-000\Admin\Docs\2023-09-12 Submittal (Final Plat)\_2023-09-29 Meander Park & Bdwk Final Plat & Plans - WSB Engineering Review.docx
including mowing, removal of vegetation, or the introduction of non-native vegetation are
prohibited. Homeowners of the proposed residential units must be aware of this
prohibition such that mowing and unapproved plantings do not occur within the upland
buffer zone.
69. Similar to the comment above, the upland buffer zone beneath the proposed
boardwalk/deck area on the southern wetland, should an exemption from the Principal
Structure Setback Buffer requirement be approved, must remain predominantly in its
natural state.
70. Disturbed areas within the upland buffer zone must be seeded with a native seed mix.
Complete – Seed Mix 35-641 noted on landscape plan.
With future submittals, include a response to the comments in this letter. We would be happy to
discuss this review in more detail. Please contact me at 612-419-1549 if you have any questions
or if you would like to set up a time to meet.
Sincerely,
WSB
Jim Stremel, P.E.
City Engineer
Memorandum
www.srfconsulting.com
3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010
Equal Employment Opportunity / Affirmative Action Employer
SRF No. 15295.01
To: Dusty Finke, Planning Director
City of Medina
From: Paul Schroeder, Project Manager
Date: September 11, 2023
Subject: Meander Park & Boardwalk – Entitlement Project Revision Summary
Overview
On behalf of the development team of Chris Pederson-Medina Ventures, LLC, Pablo Villamil-
Villamil Architects, and Paul Schroeder-SRF Consulting Group, we are providing this memo to
summarize project revisions that are identified on the related resubmitted plans, reports, and
documents.
Meander Park & Boardwalk project was approved by the City of Medina City Council in April 2023
and advancements in project development proceeded. During the following months, an opportunity
arose to purchase additional land to enhance the project, which are described below.
It is our request that the City of Medina Planning Commission and City Council provide a simple re-
approval of our current application to accommodate the minor changes.
Project revisions are almost exclusive to the south commercial parcel with an exception of a small
modification to the drainage and utility easement by the underground storm chamber on the north
parcel.
Property
Medina Ventures, LLC has come to an agreement with the easterly adjacent property owner, Paul
Hermann and Robert Clarke, to purchase the entire 60-foot corridor, approximately 690 feet long
according to Hennepin County GIS records, between Meander Road and Highway 55 and adjacent
to the eastern edge of the development property. The Property Identification Number is
0211823310005 and contains a 60 foot wide parcel from Highway 55 to the farmsteads northeast of
the project, including the farmstead property itself. The 60-foot corridor, south of Meander Road
appears to previously contain the farmsteads driveway from Highway 55, but was truncated when
Meander Road was constructed. There has been little development activity for this corridor and has
been minimally maintained involving an old driveway and adjacent easterly grove of trees.
Of the 60 foot-wide corridor, Medina Ventures, LLC plans to incorporate approximately 34 feet on
the western side of the strip for the development as indicated in the updated civil site plan. It is our
understanding that City would favor pledging the remaining 26 foot strip of land on the eastern side
of the parcel towards park dedication, which Medina Ventures, LLC is agreeable with expectations
Dusty Finke – City of Medina September 11, 2023
Meander Park & Boardwalk – Entitlement Project Revision Summary Page 2
of it being credited towards the current $64,640 cash in-lieu park dedication fee, which we expect
would reduce that fee in accordance with the City’s park dedication formula.
It is our understanding that the City would prefer a lot split to subdivide the property before sale,
and then after sale, be included in the final platting of Meander Park & Boardwalk.
The platting of the south commercial property area will basically just extend the internal lot lines and
Meander ROW dedication line to the new easterly boundary.
Site Plans, Preliminary Plat, and Final Plat have been updated to on the civil site plan for the
development showing the 34’ wide parcel areas and updated drainage and utility easements. Any
additional site plan showing the entire 60’ parcel will be provided to the City as soon as needed
along with documentation showing the transfer of land ownership.
Site Plan and Site Lighting
The extra property for the south commercial area has allowed the expansion of the Day Care
building, going from 7,500 SF to 11,000 SF, which now accommodates a footprint more conducive
to a modern-day care (childcare) provider. This building enlargement retained the PUD 12’
minimum building setback to Meander Road and pushed the structure into the first row of parking
and further east toward the new additional property. The trash enclosure was flipped to the east
side of the building and the fire lane / play areas were adjusted accordingly.
The parking lot was modified by the day care building and expanded to the east which increased
parking from 229 spaces to 249 spaces. To further modernize the parking lot, solar carports are
being added to three dual rows of parking that will provide solar panels above on a butterfly
structure, that will provide both renewal energy and some parking cover. The three middle parking
islands under the solar carports will now contain Electric Vehicle charging stations and up to six
adjacent parking stalls will be marked as such. Additional images of the solar carports are within the
architectural plans.
The Event Venue has some minor footprint revisions but basically is the same size, however the
basement, containing storage, service/mechanical controls and a data center, is being enlarged to
cover the entire building footprint, versus the smaller previous submittal. The larger trash enclosure
and service drive under the boardwalk have been updated per the building demands and the
revisions are illustrated on the Site Plans. The Landscape Water Feature is still in the project and
generally located at the south end of the Event Venue, however the second location by the Event
Venue trash enclosure may have limited space and is currently not shown in this location.
Site Lighting
Site lighting is similar to previous approved plans and meet the city’s requirements, but have some
adjustments. The solar carports create a canopy over the parking areas, so lighting under the solar
panels will be provided, such as rope lighting or individual fixtures mounted to the carport structure.
The perimeter of the parking, excluding the carport area, is lit by parking pole lights, similar to
before and is represented in the revised Photometric plan.
Dusty Finke – City of Medina September 11, 2023
Meander Park & Boardwalk – Entitlement Project Revision Summary Page 3
Landscaping
Trees in the parking islands by the solar carports would have a detrimental effect on solar
performance, so these 18 trees in the 9 parking islands have been relocated along Meander Road and
at the southeast corner of the property. Shrubs and perennials still remain in the six end-parking
islands, however the solar carports cover the middle three island, so plants have been redistributed
elsewhere in the project and rock mulch is now provided in the landscape bed where the Electric
Vehicle charge stations will be located. Areas under the boardwalk/deck will have landscape rock
mulch cover, since there would be minimal plant growth. Landscape beds around Event Venue and
Day Care buildings have been updated due to the site revisions, and more strategic trees, shrubs, and
perennials have been provided along the blank north wall of the Event Venue.
Grading, Stormwater, and Utilities
The basement of the Event Venue needed more clearance, so the basement elevation was lowered
by 8 inches and the 1st floor raised by 8 inches to provide an overall increase of 1 foot and 4 inches,
which also included raising the Retail and Restaurant building by 8 inches and blending grades in the
parking lot. The Day Care building and easterly parking lot had some minor grade adjustments to
accommodate the new site plan.
The stormwater system, including the underground storm chamber was updated to reflect the
increased impervious surface, but has the general layout and design.
Sanitary Sewer and Watermain have been adjusted throughout the site, primarily at the easterly end
of the new parking lot and the project is now looking at implementing geothermal heating/cooling
to the site, with the underground pipe field in the boardwalk and wetland buffer area. Solar is also
scheduled for the roofs of some of the buildings and at the carports, as previously mentioned.
Updates have been provided on the Grading, Storm Sewer, and Utility Plans.
Parking and Traffic Study
The Parking and Traffic Study has been updated documenting the minor increase in Day Care
building size and additional parking spaces, but since the parking lot is shared and reviewed as a
Planned Unit Development, there is minimal issue.
Architectural
The Event Venue footprint is about the same as before but has added a full basement (15,600 SF)
below the 1st floor versus the previous partial basement (7,033 SF). However, the use is still just
scheduled for the similar size events with the lower level for storage and a data center. Interior uses
have been modified to further refine the Event Venue operations including stairs from the
boardwalk to the lower level and appropriate doors at all levels. The lodging on the second and
third floors have been slightly reduced from 14 units to 13 units. The trash enclosure has been
enlarged to accommodate the facility’s needs and have been moved further away from the building.
The Day Care building has been enlarged but shows the same façade character as previously
approved.
Dusty Finke – City of Medina September 11, 2023
Meander Park & Boardwalk – Entitlement Project Revision Summary Page 4
Solar carport in Parking Lot
We are looking for flexibility to install solar carport in the parking lot of our PUD given that
ground-mounted panels are technically not permitted in the underlying Commercial-Highway zoning
district. That being said, ground mounted solar panels continue to be installed in more and more
places across the US (and world), and many have likely seen ground mounted solar panels visible
from major highways and freeways across the State of Minnesota; a trend we expect to continue to
grow given the environmental benefits that reducing reliance on fossil fuels provides and the finite
nature of non-renewable energy sources. Structurally speaking, the solar panels installed at Meander
Park and Boardwalk would be static, meaning they will not move and do meet the footprint and
height limitations for ground mounted solar panels.
Furthermore, adding a solar carport to our already forward-thinking development plan will not only
provide significant renewable energy power to the development, but also offer shade from the sun
for any vehicles parking under them during the day as well as temporary rain protection for patrons
to be shielded from during inclement weather. They will also protect the asphalt underneath them
from the elements, which from a long-term thinking perspective will reduce maintenance and
prolong the life of the asphalt, making for a more sustainable development overall. After all, not
only does more renewable energy equal less fossil fuel reliance for electricity production, but by
minimizing asphalt repair and maintenance, also reduces fossil fuel reliance given that one of the
main ingredients that hold asphalt together is bitumen, which is a byproduct of petroleum. Lastly,
the lighting provided underneath the panels themselves are likely to cause less light pollution from
the development overall given the nature of positioning lights underneath a solar carport vs typical
parking lot lights which have higher height elevations and generally more visible from surrounding
area homes.
H:\Projects\15000\15295.01\_Sent\Medina Ventures\230907_MV-Draft Memo Project
Revisions\Memo_15295.01-Meander-ProjectRevisionSummary_SRF_2023-09-07.docx
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
TR
E
E
*
7
8
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
>>>>>>
>>>>>>
>>>>>>
S
W
E
L
L
PE
D
C
VL
T
C
C
F
O
PE
D
C E
E(
U
G
)
E(
U
G
)
F/O(UG)
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
>
>>
>>
G
G
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
S S
S N
PRELIMINARY PLAT
PP1.0
I hereby certify that this plan, survey, or report
was prepared by me or under my direct
supervision and that I am a duly Licensed Land
Surveyor under the laws of the State of
Minnesota.
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
15295
N. SCHAUFENBUEL
N. SCHAUFENBUEL
P. SCHROEDER
XXXXX
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
PRELIMINARY PLAT LEGEND
PROPERTY LINE - PROPOSED LOT LINE
EXISTING INTERNAL LOT LINES
EXISTING EASEMENT
PROPOSED EASEMENT
SETBACK LINE (VARIABLE, NOT SHOWN)
EXISTING CONDITIONS
PROPOSED CONDITIONS
DENOTES PROPOSED DRAINAGE AND
UTILITY EASEMENT AREA
LOT 1 BLOCK 1
LOT 2 BLOCK 1
LOT 3 BLOCK 1
LOT 4 BLOCK 1
OUTLOT A
OUTLOT B
ROW DEDICATION
TOTAL
4,500 SF
4,500 SF
4,500 SF
4,500 SF
42,256 SF
377,988 SF
3,908 SF
442,152 SF
0.103 ACRES
0.103 ACRES
0.103 ACRES
0.103 ACRES
0.970 ACRES
8.677 ACRES
0.090 ACRES
10.150 ACRES
THE FOLLOWING LEGAL DESCRIPTION IS AS SHOWN ON LOT SURVEY PRODUCED BY SKYSURV, DATED
NOVEMBER 17, 2021.
Parcel 1: The East Half of the Southwest Quarter of the Southwest Quarter of Section 2, Township 118, Range 23,
excepting therefrom the East 196.73 feet thereof; and the North 457.63 feet thereof.
Parcel 2: The East Half of the Southwest Quarter of the Southwest Quarter, Section 2, Township 118, Range 23
except that part thereof lying South of the North 457.63 fee of said Southwest Quarter and lying West of the East
196.73 feet of said Southwest Quarter and Except the East 60 feet thereof.
Parcel 3: That part of the Northwest Quarter of the Northwest Quarter of Section 11, Township 118, Range 23, lying
North of the railroad right-of-way, excepting therefrom the East 60 feet thereof, in Hennepin County, Minnesota.
EXISTING PROPERTY AREA = 866,174 SF (19.885 ACRES).
·NORTH PARCEL = 442,152 SF (10.150 ACRES).
·SOUTH PARCEL = 360,372 SF (8.273 ACRES).
·ROW EASEMENT = 40,575 SF (0.931 ACRES).
·ADDITIONAL EAST PROPERTY = 23,075 SF (0.530 ACRES).
EXISTING PROPERTY - LEGAL DESCRIPTION
1.EXISTING PROPERTY IS BASED ON LOT SURVEY COMPLETED BY SKYSURV, DATED NOVEMBER 17,
2021, WHICH ALSO REFERENCES CERTAIN ITEMS, LIKE WETLAND DELINEATION, PROVIDED BY
AREA M SHAPE FILE. SUPPLEMENTAL SURVEY DATA PROVIDED BY SRF CONSULTING, SUMMER
OF 2022, AND PLATTING IN 2023.
2.PROJECT BEARINGS ARE BASED ON HORIZONTAL DATUM NEAD83(2011) AND VERTICAL DATUM
NAVD88.
3.SRF PROJECT BENCHMARK IS LOCATED AT: SW CORNER OF SECTION 2, T118N, R23W, N:
194782.799, E: 453467.220, ELEVATION 995.550.
4.EXISTING ZONING - RURAL RESIDENTIAL URBAN RESERVE (RR-UR) = NORTH PARCEL,
COMMERCIAL HIGHWAY (CH) = SOUTH PARCEL.
5.PROPOSED ZONING - PLANNED UNIT DEVELOPMENT (PUD) = NORTH PARCEL, AND PLANNED UNIT
DEVELOPMENT (PUD) = SOUTH PARCEL.
6.BUILDING SETBACK LINES = VARIABLE (PUD).
7.EASEMENTS AS DESCRIBED AND ILLUSTRATED ON PLAN, AS APPLICABLE.
8.PROPOSED CONSTRUCTION IS RESIDENTIAL ATTACHED HOUSING FOR THE NORTH PARCEL, AND
COMMERCIAL RETAIL FOR THE SOUTH PARCEL. FIRST FLOOR ELEVATIONS, SEE DEVELOPMENT
GRADING PLAN.
9.SEE DEVELOPMENT PLANS FOR ADDITIONAL PROJECT INFO.
10.SEE UTILITY PLAN FOR DRAINAGE AND UTILITY EASEMENT DETAILS.
PLATTING NOTES
PROPOSED PLAT NAME: MEANDER
PROPOSED PARCEL INFO:
PROPOSED PROPERTY
MEANDER - PLAT SUMMARY - NORTH
LEGAL DESCRIPTION AREA ACRES
HIG
H
W
A
Y
5
5
M
E
A
N
D
E
R
R
O
A
D
LOT 1 BLOCK 2
LOT 2 BLOCK 2
LOT 3 BLOCK 2
LOT 4 BLOCK 2
OUTLOT C
ROW DEDICATION
TOTAL
121,073 SF
34,331 SF
50,713 SF
41,000 SF
133,304 SF
3,011 SF
383,432 SF
2.780 ACRES
0.788 ACRES
1.164 ACRES
0.941 ACRES
3.060 ACRES
0.069 ACRES
8.802 ACRES
MEANDER - PLAT SUMMARY - SOUTH
LEGAL DESCRIPTION AREA ACRES
BLOCK 2
BLOCK 1
LOT 1LOT 2LOT 3LOT 4
LOT 1
LOT 2LOT 3
LOT 4
S00°16'12"W 512.20
N00°10'09"E 1264.65
N6
9
°
5
9
'
3
2
"
E
6
4
9
.
6
5
N8
7
°
2
1
'
2
4
"
W
5
9
5
.
0
6
S8
7
°
2
1
'
2
4
"
E
6
0
5
.
9
3
19.79
D=25°36'41"
R=44.28
16.12
D=20°51'53"
R=44.28
S00°16'12"W 1328.42
N8
9
°
2
5
'
3
5
"
W
6
1
2
.
7
3
50.00
50.00
50.00 50.00
90
.
0
0
90
.
0
0
90
.
0
0
90
.
0
0
72
.
2
8
22
0
.
1
4
99.04
13
3
.
1
7
131.11241.35
72.
8
1
44
.
6
0
111.25 61.4231.00
27
.
0
0
7.8
6
62.58
51
.
9
9
85
.
6
3
139.25
27
.
0
0
62.00
31.00
45
.
0
0
95
.
7
6
75.57
24
3
.
8
5
PROPOSED 28' WIDE
DRAINAGE AND UTILITY
EASEMENT
PROPOSED PERIMETER 10'
WIDE DRAINAGE AND UTILITY
EASEMENT (TYP.)
PROPOSED PERIMETER 10'
WIDE DRAINAGE AND UTILITY
EASEMENT (TYP.)
PROPOSED DRAINAGE AND
UTILITY EASEMENT
PROPOSED DRAINAGE AND
UTILITY EASEMENT
PROPOSED 20' WIDE
DRAINAGE AND UTILITY
EASEMENT
PROPOSED 20' WIDE
DRAINAGE AND UTILITY
EASEMENT
PROPOSED VARIABLE WIDE
DRAINAGE AND UTILITY
EASEMENT
S00°05'24"E 164.65
ROW DEDICATION
6.50 X 607.43 X 16.12 X 597.91
MINIMUM 12' FROM
BACK OF CURB WITH
ADDITIONAL 10' TRAIL EASEMENT
ROW DEDICATION
6.01 X 312.00 X 6.00 X 312.00
MINIMUM 22' FROM
BACK OF CURB
ROW DEDICATION
VARIABLE SIZE
275' FUTURE RIGHT-TURN LANE AND TAPER
20' FROM BACK OF FUTURE CURB
FUTURE RIGHT-TURN LANE
BACK OF CURB
60
7
.
4
3
83
.
8
5
6.00
5.84
84
.
1
0
125.69
1 12-22-2022 REVISION
3 2-10-2022 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
70
.
9
5
93
.
5
5
49
.
0
0
59.10
41.98 29.03 66.00
87.00 95.41 26.4
6
41
.
0
4
6.82
46
.
2
5
68
.
0
1
25
.
9
5
16.63
66
.
7
9
43.
0
0
47.75 29.38 40.42
131.61
54.79 19.82
20.97 46.6
2
19.
6
9
51
.
4
6
OUTLOT B
OUTLOT A
OUTLOT C
54.56
43.
1
0
14
9
.
6
7
13
0
.
6
5
32
5
.
6
1
6.506.01
177.12
463.81 266.47
698.87
COU
N
T
Y
D
I
T
C
H
2
6
APP
R
O
X
I
M
A
T
E
C
E
N
T
E
R
L
I
N
E
NO
R
T
H
W
E
S
T
E
R
N
B
E
L
L
T
E
L
E
P
H
O
N
E
CO
M
P
A
N
Y
E
A
S
E
M
E
N
T
DO
C
.
N
O
.
2
4
2
5
8
5
1
PROPOSED 36' WIDE
DRAINAGE AND UTILITY
EASEMENT PROPOSED DRAINAGE AND
UTILITY EASEMENT
PROPOSED PERIMETER 10'
WIDE DRAINAGE AND UTILITY
EASEMENT (TYP.)
CAVANAUGH DRIVE
ADDITIONAL PROPERTY -
34' WIDE WESTERLY CORRIDOR OF
PID 0211823310005 FROM
MEANDER ROAD TO HIGHWAY 55
S00°05'24"E 177.12
66.06487.21
N6
9
°
5
9
'
3
2
"
E
3
5
.
0
2
68
.
1
5
MEANDER ROAD
EASEMENT
TOTAL
40,575 SF
40,575 SF
0.931 ACRES
0.931 ACRES
MEANDER - PLAT SUMMARY - EXISTING ROW
LEGAL DESCRIPTION AREA ACRES
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
T
TR
E
E
*
7
8
VL
T
C
C
F
O
PE
D
C E
E(
U
G
)
E(
U
G
)
E(
U
G
)
E(
U
G
)
F/O(UG)F/O(UG)
>>
>>
>>
S
S
·
·
·
N SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
P. SCHROEDER
15295
N. SCHAUFENBUEL
N. SCHAUFENBUEL
P. SCHROEDER
XXXXX 25721
MICHAEL C. AARON
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
SITE PLAN
NORTH
C2.2
WETLAND BUFFER PRINCIPAL STRUCTURE SETBACK (MIN. 15')
WETLAND UPLAND BUFFER
DELINEATED WETLAND LINE
10 TOTAL PARKING SPACES (INCLUDING 2 PER GARAGE AND 2 VISITOR)
UPPER LEVEL DECK,
LOWER LEVEL
WALKOUT (TYP.)
WETLAND
WETLAND
2 CAR
GARAGE
PER UNIT
(TYP.)
VISITOR PARKING
(9'X18' STALL)
FIRE TRUCK
HAMMERHEAD
TURN-AROUND,
PER MN STATE FIRE CODE
FIGURE D103.1 INVOLVING
"ACCEPTABLE ALTERNATIVE TO
120' HAMMERHEAD"
DRAINAGE & UTILITY
EASEMENT (TYP.),
SEE UTILITY PLAN AND
PRELIMINARY PLAT
10
'
B
I
T
U
M
I
N
O
U
S
T
R
A
I
L
W
/
5
'
B
O
U
L
E
V
A
R
D
SHARED RESIDENTIAL
CONCRETE DRIVEWAY
WITH RESIDENTIAL PRIVATE DRIVE,
EX. GRAVEL RESIDENT DRIVEWAY, AND TRAIL
EXISTING 12'± GRAVEL RESIDENT DRIVEWAY
4.5
'
20
.
0
'
4'
M
I
N
.
50.0'
60.0'
70
.
0
'
20.0'
R28'
R28'
43.7'
45
.
0
'
12.7'
17.5'
17.5'
3.0'
45
.
4
'
WETLAND UPLAND
BUFFER SETBACK PUD FLEXIBILITY
AT DEVELOPMENT, MIN. 25' AT GENERAL AREAS
AND 17' AT RESIDENTIAL UNITS WITH
SPLIT RAIL FENCE AT BACKYARD
PERIMETER (TYP.)
WETLAND UPLAND BUFFER SPLIT RAIL FENCE AT RESIDENTIAL DOCK AREA
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
1 10-20-2022 SUBM'T UPDATE
2 11-04-2022 SUBM'T UPDATE
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
RETAINING WALLS
WITH SPLIT RAIL FENCE
CAVANAUGH DRIVE
TYP. SECTION
A.TRAFFIC SIGNAGE - STOP SIGN (30"X30", R1-1)
B.TRAFFIC SIGNAGE - NO PARKING FIRE LANE (12"X18", R7)
C.TRAFFIC SIGNAGE - ADA PARKING SIGN (12"X18", R7-8M) WITH VAN ACCESSIBLE (6"X12", R7-8bP)
D.TRAFFIC SIGNAGE - DUAL TURN LANE ONLY OPPOSITE (36"X30", R3-8aa)
E.ENVIRO SIGNAGE - WETLAND BUFFER (TBD)
F.PAVEMENT MARKINGS - 4" WIDE SOLID - WHITE PAINT
G.PAVEMENT MARKINGS - 4" WIDE SOLID - YELLOW PAINT
H.PAVEMENT MARKINGS - DOUBLE 4" WIDE SOLID WITH 4" GAP - YELLOW PAINT
I.PAVEMENT MARKINGS - DOUBLE 4" WIDE SOLID OUTSIDE, DASHED INSIDE (10' W/ 40' GAP) WITH 4" GAP -
YELLOW PAINT
J.PAVEMENT MARKINGS - ADA SYMBOL AND NO PARKING ACCESS AISLE - WHITE PAINT
K.PAVEMENT MARKINGS - LEFT TURN ARROW (PMA-2L) - WHITE PAINT
L.PAVEMENT MARKINGS - RIGHT TURN ARROW (PMA-2R) - WHITE PAINT
M.PAVEMENT MARKINGS - PEDESTRIAN CROSSING (3'X8' WITH 3' GAP) - WHITE PAINT
N.PAVEMENT MARKINGS - 4" WIDE SOLID (45 DEGREE ANGLE WITH 4' GAP), YELLOW PAINT
O.TRAFFIC SIGNAGE - PEDESTRIAN CROSSING SIGN WITH DIRECTIONAL ARROW SIGN (30"X30", W11-2,
AND W16-7P)
SIGNAGE AND STRIPING KEY NOTES
STORM BASIN
13
.
4
'
13
.
9
'
RESIDENTIAL CONCRETE DRIVEWAY APRONS
TO MEET CITY STANDARD PLATE STR-12
SITE LEGEND
PROPERTY LINE
EASEMENT
SETBACK LINE (PER CODE)
EXISTING CONDITIONS
TRUNCATED DOMES
EXISTING RESIDENTIAL DRIVEWAY RESTORATION
CURB AND GUTTER
CURB AND GUTTER (TIP-OUT)
SPLIT RAIL FENCE
PARKING LOT POLE LIGHT
RETAINING WALL
PARKING SPACES PER ROW
WETLAND DELINEATION LINE
WETLAND AVERAGE UPLAND BUFFER
WETLAND UPLAND BUFFER & WETLAND BUFFER
PRINCIPAL STRUCTURE SETBACK
LIMITS OF DISTURBANCE
M
E
A
N
D
E
R
R
D
EXISTING GRAVEL PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
TR
E
E
*
7
8
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
>>>>>>
>>>>>>
>>>>>>
N
1.SEE EXISTING CONDITIONS AND REMOVAL PLAN, ALONG WITH ANY RELATED SURVEYS FOR DETAILS ON
PROPERTY BACKGROUND INFORMATION.
2.REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION ON BUILDINGS, MONUMENT SIGNS, TRASH
ENCLOSURES, AND OTHER RELATED ITEMS. VERIFY WITH ARCHITECTURAL PLANS THE EXACT BUILDING
DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, TRUCK DOCKS/SERVICE, AND OTHER RELATED BUILDING ITEMS.
3.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR
SITE LIGHTING LOCATIONS, DETAILS AND PHOTOMETRICS.
4.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF CONCRETE, OR EXTERIOR FACE OF BUILDING, UNLESS NOTED
OTHERWISE.
5.ALL CURB RADII SHALL BE 5.0 FEET (TO FACE OF CURB), UNLESS OTHERWISE NOTED.
6.ALL CURB AND GUTTER SHALL BE CONCRETE B612 UNLESS OTHERWISE NOTED.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH
AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS, AND LIGHTS TO CONTROL THE MOVEMENT
OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY PRIOR TO
PLACEMENT. TRAFFIC CONTROL DEVICES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO APPROPRIATE MNDOT
STANDARDS, OR AS APPROVED.
8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF
THE GEOTECHNICAL ENGINEER, OR AS NOTED. PAVEMENT AND OTHER IMPROVEMENTS TO ADHERE TO ALL
AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS FOR ACCESSIBILITY, INCLUDING SLOPE. CONTACT
ENGINEER IMMEDIATELY INVOLVING ANY DISCREPANCIES.
9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL
PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.
10.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING.
11.CONTRACTOR SHALL PROVIDE ALL SITE GOVERNMENTAL PERMITS AND FEES.
12.SEE SHEET C2.2 FOR MEANDER ROAD TYPICAL SECTION.
SITE NOTES
1.ALL TRAFFIC SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL
CONFORM TO THE STANDARDS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MMUTCD), OR AS NOTED OTHERWISE.
2.PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF PAINT. CONTRACTOR
SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE (TWO COATS).
3.ACCESSIBLE PARKING SIGNS AND MARKINGS PER LATEST ADA CODE AND REQUIREMENTS.
CONTRACTOR SHALL PAINT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN EACH
DESIGNATED ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER (TWO COATS OF
PAINT). CONTRACTOR SHALL PAINT THE WORDS "NO PARKING" IN EACH ACCESSIBLE ISLE
ADJACENT TO AN ACCESSIBLE SPACE IN WHITE LETTERS MINIMUM 12" IN HEIGHT. SIGNS TO BE
LOCATED AT THE HEAD OF THE PARKING SPACE. SEE ACCESSIBLE PARKING DETAILS.
4.ALL SIGNS SHALL INCLUDE MOUNTING HARDWARE, POST, CONCRETE FOOTING AND CASING
WHERE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS NOT
PROTECTED BY CURB.
5.IF NOTED, ALL STOP SIGNS SHALL INCLUDE A 12" WIDE PAINTED STOP BAR IN WHITE PAINT
(TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK. ALL
STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO THE CURB.
6.ALL SIGNS SHALL BE PLACED 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE NOTED.
SIGNAGE AND STRIPING NOTES
SITE DEVELOPMENT SUMMARY
PROPERTY ADDRESS / PID:1472 STATE HIGHWAY 55 (PID 0211823330003)
MEDINA, MN 55340
PROPERTY AREA:825,599 S.F. (18.953 AC), EXCLUDES MEANDER ROAD EASEMENT (40,575 SF)
442,152 S.F. (10.150 AC) = NORTH PARCEL
383,447 S.F. (8.279 AC) = SOUTH PARCEL (W/ ADD. EAST PROPERTY)
DEVELOPABLE PROPERTY AREA:340,631 S.F. (7.820 AC) = 41.3%
(EXCLUDING WETLAND)70,214 S.F. (1.612 AC) = 15.9% NORTH PARCEL
270,417 S.F. (6.208 AC) = 79.4% SOUTH PARCEL
DEVELOPABLE PROPERTY AREA:279,856 S.F. (6.424 AC) = 33.9%
(EXCLUDING WETLAND & WETLAND UPLAND BUFFER)52,322 S.F. (1.201 AC) = 11.8% NORTH PARCEL
227,534 S.F. (5.223 AC) = 56.69% SOUTH PARCEL
PROPERTY OWNER:R & J PARTNERSHIP OF MEDINA
PROPERTY DEVELOPER:MEDINA VENTURE, LLC
EXISTING ZONING:RR-UR (RURAL RESIDENTIAL URBAN RESERVE) = NORTH
CH (COMMERCIAL HIGHWAY) = SOUTH
PROPOSED ZONING:PUD (PLANNED UNIT DEVELOPMENT) BOTH NORTH AND SOUTH
GUIDED R2 = NORTH
GUIDED CH = SOUTH
BUILDING SUMMARY:
NORTH RESIDENTIAL (BLOCK 1, LOT 1-4):4 UNITS (2 DUPLEX), 2 LEVELS PLUS WALK OUT BASEMENT
(1,944 S.F. FOOTPRINT OF EACH UNIT)
SOUTH EVENT VENUE (BLOCK 2, LOT 1):15,600 S.F. =FIRST LEVEL, 15,600 S.F.=BASEMENT (STORAGE/DATA CENTER)
SOUTH EVENT VENUE (BLOCK 2, LOT 1):13 LODGING UNITS (2ND AND 3RD FLOORS=10,200 S.F.)
SOUTH DAY CARE (BLOCK 2, LOT 2):11,000 S.F.
SOUTH RESTAURANT (BLOCK 2, LOT 3):4,952 S.F.
SOUTH RETAIL (BLOCK 2, LOT 4):9,510 S.F.
FLOOR AREA RATIO (FAR) - REQUIRED:PER PUD
FLOOR AREA RATIO (FAR) - PROVIDED:PER PUD
BUILDING COVERAGE MAXIMUM:PER PUD
BUILDING COVERAGE PROVIDED:5.9% (48,838 / 825,599)
BUILDING SETBACKS:PER PUD
PROJECT IMPERVIOUS SURFACE - EXISTING:35,720 S.F. (0.82 AC), INCLUDING STREET / TRAIL IMPROVEMENTS
PROJECT IMPERVIOUS SURFACE - PROPOSED:227,820 S.F. (5.23 AC), INCLUDING STREET / TRAIL IMPROVEMENTS
PROJECT IMPERVIOUS SURFACE - INCREASE:192,100 S.F. (4.41 AC), INCLUDING STREET / TRAIL IMPROVEMENTS
PARKING REQUIRED:PER PUD, SHARED PARKING
PARKING PROVIDED:PER PUD, SHARED PARKING
NORTH - RESIDENTIAL:10 SPACES (8 WITHIN GARAGES AND 2 VISTOR), EXCLUDING DRIVEWAY
SOUTH - COMMERCIAL:249 SPACES (W/ 8 ACCESSIBLE)
PARKING SIZE MIN. REQUIRED/PROVIDED:9' WIDE X 18' DEEP, 24' DRIVE AISLE (22' MIN.)
PARKING SETBACK:PER PUD
PARKING LANDSCAPE (COMMERCIAL ONLY):3,741 S.F. (3.97%) FOR 94,220 S.F. PERIMETER
SITE PLAN
OVERALL
C2.0
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
P. SCHROEDER
15295
N. SCHAUFENBUEL
N. SCHAUFENBUEL
P. SCHROEDER
XXXXX 25721
MICHAEL C. AARON
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
LANDSCAPE
WATER FEATURE
WETLAND CLASSIFICATION
NORTH PARCEL PRESERVE
SOUTH PARCEL MANAGE 2
UPLAND BUFFER ZONE AVERAGE WIDTH
NORTH PARCEL 50 FEET (CITY ALLOWS 35 FEET)
SOUTH PARCEL 25 FEET
MINIMUM UPLAND BUFFER ZONE MINIMUM WIDTH
NORTH PARCEL 30 FEET (CITY MAY ALLOW LESS)
SOUTH PARCEL 20 FEET
BUFFER SETBACK (PRINCIPAL STRUCTURE)
NORTH PARCEL 15 FEET
SOUTH PARCEL 15 FEET
BUFFER SETBACK (ACCESSORY STRUCTURE)
NORTH PARCEL 5 FEET
SOUTH PARCEL 5 FEET
WETLAND AVERAGE UPLAND BUFFER AREA 60,744 SF - EXISTING
NORTH EXISTING 27,485 SF (35 FOOT AVERAGE)
SOUTH EXISTING 33,259 SF (25 FOOT AVERAGE)
WETLAND AVERAGE UPLAND BUFFER AREA 60,775 SF - PROPOSED (CROSS HATCHED AREA)
NORTH PROPOSED 17,892 SF (20,295 SF SHOWN)
SOUTH PROPOSED 42,883 SF
PUD FLEXIBILITY
NORTH PARCEL MINIMUM UPLAND BUFFER ZONE WIDTH
(17 FEET MINIMUM AT DEVELOPMENT)
NORTH PARCEL AREA REDUCTION WITH MITIGATION ON SOUTH PARCEL
SOUTH PARCEL MINIMUM UPLAND BUFFER ZONE WIDTH
(2 FEET MINIMUM AT LANDSCAPE WATER FEATURE)
WETLAND BUFFER PRINCIPAL STRUCTURE SETBACK (MIN. 15')
WETLAND UPLAND BUFFER
DELINEATED WETLAND LINE
WETLAND BUFFER PRINCIPAL STRUCTURE SETBACK (MIN. 15')
DELINEATED WETLAND LINE
BLOCK 2
BLOCK 1
OUTLOT
LOT 1LOT 2LOT 3LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
249 TOTAL PARKING SPACES (INCLUDING 8 ADA)10 TOTAL PARKING SPACES
(INCLUDING 2 PER GARAGE AND 2 VISITOR)
ELEVATED BOARDWALK
ELEVATED
BOARDWALK
UPPER LEVEL
DECK, LOWER
LEVEL
WALKOUT
(TYP.)
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
MEANDER ROAD
PUBLIC STREET IMPROVEMENTS
- URBAN SECTION WITH CURB
- WEST BOUND LEFT TURN LANE
- LANE CENTER LINE RADIUS TO
ACCOMMODATE 40 MPH SPEED
(667' MIN.)
- CITY TRAIL CROSSING
10' CITY BITUMINOUS TRAIL
WITH 5' BOULEVARD
COMMERCIAL DRIVEWAY
WITH DEDICATED OUTBOUND
LEFT AND RIGHT LANES
RESIDENTIAL DRIVEWAY
EXISTING FARMSTEAD RESIDENTIAL DRIVEWAY
SITE LEGEND
PROPERTY LINE
EASEMENT
SETBACK LINE (PER CODE)
EXISTING CONDITIONS
TRUNCATED DOMES
EXISTING RESIDENTIAL DRIVEWAY RESTORATION
CURB AND GUTTER
CURB AND GUTTER (TIP-OUT)
ORNAMENTAL FENCE
PARKING LOT POLE LIGHT
RETAINING WALL
PARKING SPACES PER ROW
WETLAND DELINEATION LINE
WETLAND AVERAGE UPLAND BUFFER
WETLAND UPLAND BUFFER & WETLAND BUFFER
PRINCIPAL STRUCTURE SETBACK
LIMITS OF DISTURBANCE
WETLAND UPLAND
BUFFER SETBACK PUD FLEXIBILITY
AT DEVELOPMENT, MIN. 25' AT
GENERAL AREAS AND 17' AT
RESIDENTIAL UNITS WITH
SPLIT RAIL FENCE AT BACKYARD
PERIMETER (TYP.)
WETLAND UPLAND BUFFER
WETLAND UPLAND
BUFFER SETBACK
PUD FLEXIBILITY
AT LANDSCAPE
WATER FEATURE,
MIN. 2' (TYP.)
WETLAND
UPLAND
BUFFER
DELINEATED WETLAND LINE
WETLAND UPLAND BUFFER SUMMARY
WETLAND UPLAND BUFFER
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
1 10-20-2022 SUBM'T UPDATE
2 11-04-2022 SUBM'T UPDATE
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
FUTURE
FREESTANDING
DEVELOPMENT
SIGN AREA
PROPOSED PLAT NAME: MEANDER
PROPOSED PARCEL INFO:
PROPOSED PROPERTY
WETLAND BUFFER PRINCIPAL SETBACK
(MIN.15')
M
E
A
N
D
E
R
R
D
HW
Y
5
5
CAVANAUGH DRIVE
EXISTING GRAVEL PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
LOT 1 BLOCK 1
LOT 2 BLOCK 1
LOT 3 BLOCK 1
LOT 4 BLOCK 1
OUTLOT A
OUTLOT B
ROW DEDICATION
TOTAL
4,500 SF
4,500 SF
4,500 SF
4,500 SF
42,256 SF
377,988 SF
3,908 SF
442,152 SF
0.103 ACRES
0.103 ACRES
0.103 ACRES
0.103 ACRES
0.970 ACRES
8.677 ACRES
0.090 ACRES
10.150 ACRES
MEANDER - PLAT SUMMARY - NORTH
LEGAL DESCRIPTION AREA ACRES
LOT 1 BLOCK 2
LOT 2 BLOCK 2
LOT 3 BLOCK 2
LOT 4 BLOCK 2
OUTLOT C
ROW DEDICATION
TOTAL
121,073 SF
34,331 SF
50,713 SF
41,000 SF
133,304 SF
3,011 SF
383,432 SF
2.780 ACRES
0.788 ACRES
1.164 ACRES
0.941 ACRES
3.060 ACRES
0.069 ACRES
8.802 ACRES
MEANDER - PLAT SUMMARY - SOUTH
LEGAL DESCRIPTION AREA ACRES
MEANDER ROAD
EASEMENT
TOTAL
40,575 SF
40,575 SF
0.931 ACRES
0.931 ACRES
MEANDER - PLAT SUMMARY - EXISTING ROW
LEGAL DESCRIPTION AREA ACRES
DAY CARE
(CHILD CARE)
11,000 SF
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
>>
S
PE
D
C
UN
P
/
W
A
T
E
R
V
A
L
V
E
M
A
R
K
E
R
VL
T
C
C
F
O
PE
D
C E
E(
U
G
)
E(
U
G
)
E(
U
G
)
E(
U
G
)
F/O(UG)F/O(UG)
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>
>
G
G
G
G
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
EX SAN MH
RIM: 991.71
(RIM:991.42 PER PLAN)
INV(N): 969.82 (PER PLAN)
INV(S): 969.72 (PER PLAN)
>
EX SAN MH
RIM: 1000.24
(RIM:1000.07 PER PLAN)
INV(N): 971.37 (PER PLAN)
INV(S): 971.27 (PER PLAN)
EX SAN MH
RIM: 1004.83
(RIM:1003.78 PER PLAN)
INV(W): 973.28 (PER PLAN)
INV(E): 981.38 (PER PLAN)
INV(S): 972.98 (PER PLAN)
S S
S
8" PVC C900 SAN (PER PLAN)8" PVC C900 SAN (PER PLAN)
N SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
P. SCHROEDER
15295
N. SCHAUFENBUEL
N. SCHAUFENBUEL
P. SCHROEDER
XXXXX 25721
MICHAEL C. AARON
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
SITE PLAN
SOUTH
C2.1
PLAY STRUCTURES
AND FENCE PER
DAY CARE PROVIDER
249 TOTAL PARKING SPACES (INCLUDING 8 ADA)
TRASH
ENCLOSURE
TRASH
ENCLOSURE
TRASH
ENCLOSURE
TRASH
ENCLOSURE
LANDSCAPE
WATER FEATURE
(BY OWNER)
LANDSCAPE
WATER FEATURE
(BY OWNER)
ELEVATED BOARDWALK
WETLAND
WETLAND WETLAND
WETLAND UPLAND BUFFER
WETLAND BUFFER PRINCIPAL STRUCTURE SETBACK (MIN. 15')
WETLAND UPLAND BUFFER
DELINEATED WETLAND LINE
ELEVATED BOARDWALK
WETLAND
12'15.5'15.5'
15.5'15.5'
EX.
12'
EX.
12'
LE
F
T
T
U
R
N
L
A
N
E
LIMITS OF STREET
IMPROVEMENTS
LIMITS OF STREET
IMPROVEMENTS
EX.
15.5'EX.
12'
EX.
15.5'
EX.
15.5'EX.
15.5'
EX. STREET
RURAL SECTION
WITH SHOULDER
EX. STREET
URBAN SECTION
WITH CURB & GUTTER
STRIPED MEDIAN
STRIPED MEDIAN
COMMERCIAL
BITUMINOUS DRIVEWAY
PEDESTRIAN
CURB RAMP
AND CROSSWALK
10
'
B
I
T
U
M
I
N
O
U
S
T
R
A
I
L
W
/
5
'
B
O
U
L
E
V
A
R
D
6' CONCRETE
SIDEWALK
8' CONCRETE
SIDEWALKBASEMENT
LIMITS
BASEMENT
SERVICE
DOORS
BASEMENT
10' CONCRETE
SERVICE ROUTE
(UNDER BOARDWALK)
12
'
12
'
12
'
30
.
0
'
8.0
'
9.0
'
24
.
0
'
19
.
0
'
19.0'
19.0'
24.0'
19.0'
19.0'
24.0'
19.0'
19.0'
24.0'
19.0'
19.0'
24.0'
19.0'
19.0'
24.0'
12'
16'
11
'
21
.
9
'
12.2'
49.6'
59.3'
49.6'
59.2'
75.0'
10.7'
10.0'
49.2'
88.8'
80.2'
84
.
5
'
60
.
1
'
60
.
0
'
60
.
4
'
73
.
4
'
77
.
4
'
61
.
4
'
35
.
7
'
DELINEATED WETLAND LINE
DELINEATED WETLAND LINE
WETLAND UPLAND BUFFER
WETLAND UPLAND
BUFFER SETBACK
PUD FLEXIBILITY
AT LANDSCAPE
WATER FEATURE,
MIN. 2' (TYP.)
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
1 10-20-2022 SUBM'T UPDATE
2 11-04-2022 SUBM'T UPDATE
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
FUTURE
FREESTANDING
DEVELOPMENT
SIGN AREA
34
.
3
'
FIRE LANE WITH
SURMOUNTABLE CURB
PLAY AREA FENCE
ALONG MEANDER ROAD
TO BE VEHICLE-RESISTANT
ARCHITECTURAL
PATIO WALL
SIGNAGE AND STRIPING KEY NOTES
A.TRAFFIC SIGNAGE - STOP SIGN (30"X30", R1-1)
B.TRAFFIC SIGNAGE - NO PARKING FIRE LANE (12"X18", R7)
C.TRAFFIC SIGNAGE - ADA PARKING SIGN (12"X18", R7-8M) WITH VAN ACCESSIBLE (6"X12", R7-8bP)
D.TRAFFIC SIGNAGE - DUAL TURN LANE ONLY OPPOSITE (36"X30", R3-8aa)
E.ENVIRO SIGNAGE - WETLAND BUFFER (TBD)
F.PAVEMENT MARKINGS - 4" WIDE SOLID - WHITE PAINT
G.PAVEMENT MARKINGS - 4" WIDE SOLID - YELLOW PAINT
H.PAVEMENT MARKINGS - DOUBLE 4" WIDE SOLID WITH 4" GAP - YELLOW PAINT
I.PAVEMENT MARKINGS - DOUBLE 4" WIDE SOLID OUTSIDE, DASHED INSIDE (10' W/ 40' GAP) WITH 4" GAP -
YELLOW PAINT
J.PAVEMENT MARKINGS - ADA SYMBOL AND NO PARKING ACCESS AISLE - WHITE PAINT
K.PAVEMENT MARKINGS - LEFT TURN ARROW (PMA-2L) - WHITE PAINT
L.PAVEMENT MARKINGS - RIGHT TURN ARROW (PMA-2R) - WHITE PAINT
M.PAVEMENT MARKINGS - PEDESTRIAN CROSSING (3'X8' WITH 3' GAP) - WHITE PAINT
N.PAVEMENT MARKINGS - 4" WIDE SOLID (45 DEGREE ANGLE WITH 4' GAP), YELLOW PAINT
O.TRAFFIC SIGNAGE - PEDESTRIAN CROSSING SIGN WITH DIRECTIONAL ARROW SIGN (30"X30", W11-2,
AND W16-7P)STORM BASIN
14
7
.
0
'
WETLAND BUFFER PRINCIPAL
STRUCTURE SETBACK (MIN. 15')
SITE LEGEND
PROPERTY LINE
EASEMENT
SETBACK LINE (PER CODE)
EXISTING CONDITIONS
TRUNCATED DOMES
EXISTING RESIDENTIAL DRIVEWAY RESTORATION
CURB AND GUTTER
CURB AND GUTTER (TIP-OUT)
ORNAMENTAL FENCE
PARKING LOT POLE LIGHT
RETAINING WALL
PARKING SPACES PER ROW
WETLAND DELINEATION LINE
WETLAND AVERAGE UPLAND BUFFER
WETLAND UPLAND BUFFER & WETLAND BUFFER
PRINCIPAL STRUCTURE SETBACK
LIMITS OF DISTURBANCE
FENCE TO BE 2' CLEAR OF
FIRE LANE PAVEMENT
M
E
A
N
D
E
R
R
D
HW
Y
5
5
CAVANAUGH DRIVE
EXISTING GRAVEL
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE
D
R
I
V
E
15.5'
12
.
0
'
9'
8'
8'
8'
8'
8'
8'
ELECTRICAL VEHICLE
CHARGING STATION
AND PARKING (TYP.),
6 SPACES
SOLAR CARPORTS AND
STRUCTURAL FOOTING (TYP.)
- 3 DUAL PARKING ROWS
ADDITIONAL PROPERTY -
34' CORRIDOR ON EAST PROPERTY
LINE FROM HIGHWAY 55 TO
MEANDER ROAD
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
TR
E
E
*
7
8
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
>>>>>>
>>>>>>
>>>>>>
S
PE
D
C
VL
T
C
C
F
O
PE
D
C E
E(
U
G
)
E(
U
G
)
F/O(UG)
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
>
>>
>>
G
G
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
S S
S
12
"
P
V
C
W
A
T
(
P
E
R
P
L
A
N
)
10" PV
C
W
A
T
(PER P
L
A
N
)
12
"
P
V
C
W
A
T
(
P
E
R
P
L
A
N
)
99
699
5
99
4
99
3
992
99199098998
8
98
8
98
999
0
99
1
99
2
99
3
99
4 99
1 99
0 98
9
994
99
3
992
991
990
989
988
988
987
986
985
98
4
986
987
988
989
990
991
992
993
994
995
996
997
998
999
1000
1001
100
2
100
3
10
0
0
99
9
998
997
996 995
994
993
992
991
990
989
988
987
986
985
984
983
982
98
5
98
4
98
3
98
4
98
3
99
699
5
99
4
99
3
992
99199098998
8
98
8
98
999
0
99
1
99
2
99
3
99
4 99
1 99
0 98
9
994
99
3
992
991
990
989
988
988
987
986
985
98
4
986
987
988
989
990
991
992
993
994
995
996
997
998
999
1000
1001
100
2
100
3
10
0
0
99
9
998
997
996 995
994
993
992
991
990
989
988
987
986
985
984
983
982
98
5
98
4
98
3
98
4
98
3
996
997 99
8
99
5
99
2
99
0
995
994
993
992991990
996997998
1000
998999
98
5
98
698
798
8
98
999
099
199
2
995
990
986988989990
985
984
990
992
994
996
998
1000
988
986
98
5
987
990992993992 99199
0
990
998
997
999
991
992
991
991
999999999999999999999
9
9 9 9 9 9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9 9 9
9
9
9 9 9 9 9 9 9 9 9 9 9 9
9
9
9
9
999999999
9999
999
9
9
9
9
9
9
9
9
9
9
9
9
PIV
PIV
PIV
PIV
N
1.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED “STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA.”
2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR VARIATIONS FROM THE PLANS.
3.CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS, TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS.
4.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.
6.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND
REDISTRIBUTE EXISTING TOPSOIL, AS SUITABLE.
7.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF
BURIED WALL COURSES).
8.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.
9.DUST SHALL BE ADEQUATELY CONTROLLED.
10.ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT: MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.
11.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.
12.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR
ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.
13.FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL
PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE
POND/BASIN TO DESIGN CAPACITY.
14.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BEST MANAGMENT PRACTICES (BMP) - THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY.
15.SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS,
INSPECTIONS, AND DOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FOR THE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE.
16.CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTS SUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS.
17.IF GROUND WATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER OR ENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER.
18.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID MEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE
CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES AND DISPOSE OF OFF SITE.
19.CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED MANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF
SEDIMENT AND/OR DEBRIS AND IS FULLY FUNCTIONAL.
20.CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT AND DOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL
EVENT, PER REQUIREMENTS. CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS.
21.ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCE OPERATIONS.
22.WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE, IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
23.CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK.
24.WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES, IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY.
25.ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THE CONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM
THE CONTRACTOR'S REMOVAL OF THE SEDIMENT, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE.
26.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, “EXCAVATIONS AND TRENCHES.” THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
27.THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN. TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE
ESTABLISHED. CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL.
28.CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING.
29.SEE LANDSCAPING PLANS FOR EROSION CONTROL BLANKET TYPE AND PLACEMENT LOCATION.
30.CONTRACTOR TO PROVIDE AND INSTALL ROLLED EROSION PREVENTION CATEGORY 70 FOR POND EMERGENCY OVERFLOWS.
20.COORDINATE STORMWATER REUSE WITH IRRIGATION SYSTEM. IRRIGATION SYSTEM TO BE DESIGN BUILD BY IRRIGATION CONTRACTOR.
GRADING, DRAINAGE, AND EROSION CONTROL NOTES
GRADING, DRAINAGE,
& EROSION CONTROL
PLAN OVERALL
C4.0
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
15295
N. SCHAUFENBUEL
N. SCHAUFENBUEL
P. SCHROEDER
XXXXX 25721
MICHAEL C. AARON
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
WETLAND DELINEATION LINE
WETLAND AVERAGE UPLAND BUFFER
WETLAND BUFFER PRINCIPAL
STRUCTURE SETBACK (MINIMUM 15')
WETLAND DELINEATION LINE
WETLAND AVERAGE UPLAND BUFFER
WETLAND BUFFER PRINCIPAL
STRUCTURE SETBACK (MINIMUM 15')
FLOODPLAIN FILL VOLUME 210 CY
COMPENSATORY FLOODPLAIN FILL VOLUME PROVIDED 230 CY
TOTAL WETLAND IMPACT AREA 5,415 SF (TEMP=1,504 SF, PERM= 3,911 SF)
FLOODPLAIN ELEVATION 986.0
GRADING AND EROSION CONTROL LEGEND
PROPERTY LINE
PROPOSED CONTOURS (MAJOR)
PROPOSED CONTOURS (MINOR)
EXISTING CONTOURS (MAJOR)
EXISTING CONTOURS (MINOR)
PROPOSED SPOT ELEVATION
FLOW LINE UNLESS NOTED OTHERWISE
TC = TOP OF CURB
D = DECK/BOARDWALK FINISHED FLOOR
ELEVATION
HP/LP = HIGH/LOW POINT
± = MATCH EXISTING, FIELD VERIFY
BW/TW = FINISHED GRADE AT LOW/HIGH
SIDE OF WALL (DOES NOT INCLUDE
BURIED WALL OR CAP)
SI = STORM INLET RIM
EMERGENCY OVERFLOW
PROPOSED SURFACE SLOPE
SILT FENCE
BIO ROLL
INLET PROTECTION
ROCK CONSTRUCTION ENTRANCE
RIP-RAP
STORM SEWER (SEE UTILITY PLAN)
DRAIN TILE (SEE UTILITY PLAN)
RETAINING WALL
TIP-OUT GUTTER
LIMITS OF DISTURBANCE
FLOODPLAIN FILL AREA
FLOODPLAIN COMPENSATORY STORAGE
WETLAND IMPACT AREA
9 9 9 9NORTHERN WETLAND
IMPACT AREA 3,016 SF
(3,016 SF PERMANENT)
SOUTHERN WETLAND
IMPACT AREA 2,399 SF
(1,504 SF TEMPORARY,
895 SF PERMANENT)
ELEVATED BOARDWALK
ELEVATED DECK
MINIMUM EROSION CONTROL QUANTITIES
SILT FENCE 2,385 LF
BIO ROLL 2,627 LF
INLET PROTECTION 18 EA
RIP-RAP 56 CY
ROLLED EROSION PREV. 52 SY
PRODUCT CAT. 70
M
E
A
N
D
E
R
R
D
HW
Y
5
5
CAVANAUGH DRIVE
EXISTING GRAVEL PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
TR
E
E
*
7
8
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
>>>>>>
>>>>>>
>>>>>>
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
S
PE
D
C
VL
T
C
C
F
O
PE
D
C E
E(
U
G
)
E(
U
G
)
F/O(UG)
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
>
>>
>>
G
G
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
EX SAN MH
RIM: 991.71
(RIM:991.42 PER PLAN)
INV(N): 969.82 (PER PLAN)
INV(S): 969.72 (PER PLAN)
>
EX SAN MH
RIM: 1000.24
(RIM:1000.07 PER PLAN)
INV(N): 971.37 (PER PLAN)
INV(S): 971.27 (PER PLAN)
EX SAN MH
RIM: 1004.83
(RIM:1003.78 PER PLAN)
INV(W): 973.28 (PER PLAN)
INV(E): 981.38 (PER PLAN)
INV(S): 972.98 (PER PLAN)
S S
S
8" PVC C900 SAN (PER PLAN)8" PVC C900 SAN (PER PLAN)
12
"
P
V
C
W
A
T
(
P
E
R
P
L
A
N
)
10" PV
C
W
A
T
(PER P
L
A
N
)
12
"
P
V
C
W
A
T
(
P
E
R
P
L
A
N
)
PIV
PIV
PIV
PIV
N
UTILITY NOTES
UTILITY PLAN
OVERALL
C5.0
UTILITY LEGEND
PROPERTY LINE
STORM SEWER
DRAIN TILE
SANITARY SEWER
WATER MAIN
ELECTRIC (BURIED)
ELECTRIC (OVERHEAD)
TELEPHONE (BURIED)
TELEPHONE (OVERHEAD)
TELEVISION (BURIED)
TELEVISION (OVERHEAD)
FIBER OPTIC (BURIED)
FIBER OPTIC (OVERHEAD)
COMMUNICATION (UNDEFINED)
NATURAL GAS LINE
LIMITS OF DISTURBANCE
DRAINAGE & UTILITY EASEMENTS
STORM MANHOLE/CATCH BASIN
STORM FLARED END SECTION
CLEAN OUT (CO)
SANITARY MANHOLE
HYDRANT
GATE VALVE
1.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED “STANDARD GUIDELINES
FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.”
2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. CONTACT GOPHER SATE ONE CALL PER STATE STATUTES FOR PUBLIC UTILITY LOCATES PRIOR TO ANY EXCAVATION. THE CONTRACTOR
MUST HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION.
3.SEE EXISTING CONDITIONS FOR SURVEY INFORMATION. THE ENGINEER CAN NOT BE HELD RESPONSIBLE FOR INACCURACIES RELATED TO THE SURVEY INFORMATION.
4.COMPLY WITH ALL LOCAL AND STATE REQUIREMENTS FOR UTILITY MATERIALS, INSTALLATION, AND TESTING.
5.OBTAIN ALL PERMITS OR APPROVALS FROM LOCAL UTILITY OWNERS PRIOR TO BEGINNING UTILITY INSTALLATIONS. NOTIFY UTILITY OWNERS OF THE START OF CONSTRUCTION FOR THE PROJECT AND ANY SPECIFIC
UTILITY WORK AT LEAST 48 HOURS IN ADVANCE.
6.FIELD VERIFY AND COORDINATE ALL BUILDING UTILITY CONNECTIONS AND PUBLIC UTILITY SERVICE CONNECTIONS PRIOR TO CONSTRUCTION, INCLUDING LOCATION, TYPE, SIZE, AND INVERT ELEVATION. NOTIFY
ENGINEER OF ANY DISCREPANCIES FROM THE PLAN FOR RESOLUTION PRIOR TO BEGINNING UTILITY INSTALLATIONS.
7.ADJUST, OR ARRANGE TO BE ADJUSTED BY UTILITY OWNER, ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS.
STRUCTURES BEING RESET IN PAVED AREAS TO MEET OWNER'S REQUIREMENTS FOR TRAFFIC LOADING.
8.SERVICE UTILITIES, SUCH AS ELECTRIC (TRANSFORMER), GAS, TELEPHONE, CABLE, FIBER OPTIC, AND OTHER RELATED SMALL UTILITIES, MAY BE SHOWN FOR GENERAL REFERENCE AND ARE DEEMED CONCEPTUAL
LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING ALL LOCATIONS OF SERVICE UTILITY CONNECTIONS AND RELATED ITEMS WITH SERVICE PROVIDERS.
9.WATERMAIN AND WATER SERVICE CONNECTIONS TO BE C900 POLYVINYL CHLORIDE (PVC), UNLESS NOTED OTHERWISE. MAINTAIN 7.5' OF COVER ON ALL NEW WATERMAIN, PROVIDE WATERMAIN THRUST
RESTRAINTS AT CHANGE OF DIRECTION, AND PROVIDE 18" SEPARATION BETWEEN SEWER PIPE. ADJUST WATERMAIN VERTICALLY, AS NECESSARY, AS APPROVED BY THE ENGINEER. IF INSULATION IS REQUIRED,
PROVIDE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, AT 4-INCH THICKNESS. RESIDENTIAL WATER SERVICE TO BE 1" HIGH DENSITY POLY ETHYLENE (HDPE). COMMERCIAL WATER SERVICE (DOMESTIC AND
FIRE) TO BE SCHEDULE 40 POLY VINYL CHLORIDE, SIZE AS INDICATED ON THE PLAN.
10.WATERMAIN SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM) STANDARDS OR THE CITY'S WATERMAIN INSTALLATION STANDARDS. WHERE CONFLICTS
OCCUR, THE MORE RESTRICTIVE REQUIREMENT SHALL GOVERN.
11.SANITARY SEWER PIPE OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SDR35 OR 26. SDR 26 REQUIRED FOR DEPTHS GREATER THAN 15 FEET.
12.STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), WITH R-4 GASKETS. RCP CLASS 5 FOR PIPE DIAMETERS 18" OR SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE
NOTED. POLYVINYL CHLORIDE PIPE (PVC) TO BE SCHEDULE 40. IF ALLOWED BY THE CITY, HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE WATER TIGHT
ACCORDING TO ASTM D3212 REQUIREMENTS. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS AND ROCK RIP-RAP.
13.OUTSIDE OF PUBLIC RIGHT OF WAY, INLET AND OUTLET CONNECTIONS TO SEWER STRUCTURES SHALL USE APPROVED RESILIENT RUBBER JOINTS TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH
BASINS, AND OTHER STRUCTURES.
14.ALL MANHOLE COVERS TO BE STAMPED EITHER SANITARY OR STORM SEWER.
15.PIPE LENGTHS THAT MAY BE SHOWN ARE HORIZONTALLY FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
16.SITE UTILITY SERVICES TYPICALLY TERMINATE 5 FEET FROM BUILDING, UNLESS NOTED OTHERWISE.
17.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, “EXCAVATIONS AND TRENCHES.” THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
18.DRAINTILE LOCATIONS AND QUANTITIES ARE APPROXIMATE AS ILLUSTRATED. FIELD VERIFY FINAL LOCATIONS.
19.AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR
CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.
20.COORDINATE STORMWATER REUSE WITH IRRIGATION SYSTEM. IRRIGATION SYSTEM TO BE DESIGN BUILD BY IRRIGATION CONTRACTOR.
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Professional Engineer under the laws of the
State of Minnesota.
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
P. SCHROEDER
15295
N. SCHAUFENBUEL
N. SCHAUFENBUEL
P. SCHROEDER
XXXXX 25721
MICHAEL C. AARON
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
CITY OF MEDINA GENERAL UTILITY NOTES
A.THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE
ASSOCIATED WITH VARIATIONS IN THE UTILITY AS-BUILT ELEVATIONS. ALL UTILITY CONNECTIONS
SHALL BE VERIFIED IN THE FIELD.
B.THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE
SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGES
OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS.
C.ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
CITY STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE
CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER AND THE ENGINEER OF RECORD.
D.WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5'.
E.TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN
RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS.
F.THE CITY WILL REQUIRE TELEVISING FOR SANITARY SEWER PIPE INSTALLATIONS PRIOR TO
ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY
FOR REVIEW.
M
E
A
N
D
E
R
R
D
HW
Y
5
5
CAVANAUGH DRIVE
EXISTING GRAVEL PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
TR
E
E
*
7
8
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
S
G
G
L
G
L
-
PE
D
C
TF
O
B
+
TF
O
B
TF
O
B
TF
O
B
TF
O
B
-
UN
P
/
W
A
T
E
R
V
A
L
V
E
M
A
R
K
E
R
VL
T
C
C
F
O
PE
D
C E
E(
U
G
)
E(
U
G
)
F/O(UG)
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
>
>>
>>
G
G
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
S S
S
PIV
PIV
PIV
PIV
FD
C
FDC
FDC
FDC
HIG
H
W
A
Y
5
5
CAVANAUGH DRIVE
PRIVATE DRIVE
M
E
A
N
D
E
R
R
O
A
D
PRIVATE DRIVE
EX.GRAVEL PRIVATE DRIVE
CONIFEROUS TREES COMMON NAME SIZE CONTAINER REMARKS QTY
PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE 6` HT.B&B SINGLE, STRAIGHT LEADER 18
DECIDUOUS TREES COMMON NAME SIZE CONTAINER REMARKS QTY
ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 5
ACER X FREEMANII 'ARMSTRONG'ARMSTRONG FREEMAN MAPLE 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 10
ACER X FREEMANII 'JEFFERSRED'AUTUMN BLAZE® FREEMAN MAPLE 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 5
BETULA NIGRA `CULLY` TM HERITAGE RIVER BIRCH 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 6
CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 7
GINKGO BILOBA `AUTUMN GOLD` TM AUTUMN GOLD GINKGO 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 3
GLEDITSIA TRIACANTHOS INERMIS `HARVE`NORTHERN ACCLAIM HONEYLOCUST 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 3
QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.CONT.SINGLE, STRAIGHT LEADER 7
QUERCUS X MACDANIELLI `CLEMONS` TM HERITAGE OAK 2.5" CAL.CONT.SINGLE, STRAIGHT LEADER 4
SALIX ALBA `TRISTIS`GOLDEN WEEPING WILLOW 1.5" CAL.B&B SINGLE, STRAIGHT LEADER 10
ULMUS DAVIDIANA JAPONICA `DISCOVERY`DISCOVERY ELM 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 8
ORNAMENTAL TREE COMMON NAME SIZE CONTAINER REMARKS QTY
MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE 2" CAL.B&B SINGLE, STRAIGHT LEADER 13
MALUS X 'PINK SPIRES'PINK SPIRES CRABAPPLE 2" CAL.B&B SINGLE, STRAIGHT LEADER 12
SHRUBS COMMON NAME SIZE CONTAINER REMARKS QTY
CORNUS STOLONIFERA `FARROW`ARCTIC FIRE RED TWIG DOGWOOD #5 CONT.PLANT 4` O.C.27
COTONEASTER LUCIDUS HEDGE COTONEASTER #5 CONT.PLANT 4` O.C.14
JUNIPERUS CHINENSIS 'MINT JULEP'MINT JULEP JUNIPER #5 CONT.PLANT 5` O.C.9
RIBES ALPINUM ALPINE CURRANT #5 CONT.PLANT 4` O.C.61
SPIRAEA X BUMALDA 'ANTHONY WATERER'ANTHONY WATERER SPIREA #5 CONT.PLANT 4` O.C.109
THUJA OCCIDENTALIS 'HOLMSTRUP'HOLMSTRUP ARBORVITAE #5 CONT.PLANT 5` O.C.4
PERENNIALS AND GRASSES COMMON NAME SIZE CONTAINER REMARKS QTY
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT.PLANT 3` O.C.309
HEMEROCALLIS X `STELLA SUPREME`STELLA SUPREME DAYLILY #1 CONT.PLANT 18" O.C.598
NEPETA X `WALKER`S LOW`WALKER`S LOW CATMINT #1 CONT.PLANT 24" O.C.53
RUDBECKIA FULGIDA `GOLDSTURM`GOLDSTRUM BLACK-EYED SUSAN #1 CONT.PLANT 18" O.C.48
SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SAGE #1 CONT.PLANT 18" O.C.89
SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.PLANT 24" O.C.105
N
LANDSCAPE NOTES
LANDSCAPE PLAN -
OVERALL
L1.0
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Landscape Architect under the laws of the State
of Minnesota.
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Landscape Architect under the laws of the State
of Minnesota.
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
15295
J. FILLMORE
J. FILLMORE
P. SCHROEDER
XXXXX 25820
PAUL D. SCHROEDER
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
LANDSCAPE LEGEND
PROPERTY LINE
DECIDUOUS TREE
CONIFEROUS TREE
ORNAMENTAL TREE
SHRUBS/PERENNIALS
ROCK MULCH
SOD
MESIC PRAIRIE SOUTHEAST (MNDOT SEED MIX 35-641)
WITH WITH CATEGORY 20 EROSION CONTROL BLANKET
STORMWATER SOUTH & WEST (MNDOT SEED MIX 33-261)
WITH CATEGORY 10 EROSION CONTROL BLANKET ON
BOTTOM OF BASIN AND CATEGORY 20 ON SIDE SLOPES
WETLAND BUFFER
EXISTING TREE/SHRUBS TO REMAIN
LIMITS OF DISTURBANCE
LANDSCAPE EDGER
LIMITS OF IRRIGATION (NOT SHOWN)
1.CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL
2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SOIL CONDITIONS.
3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
4.COORDINATE ALL LANDSCAPE WORK WITH APPROPRIATE TEMPORARY AND PERMANENT EROSION CONTROL.
5.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.
6.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHlTECT'S OR OWNER'S WRITTEN
ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.
7.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:
-ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.
-ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
-ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFlNG.
-CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3.
8.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
9.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.
10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY.
11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO
THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.
12.OPEN TOP OF BURLAP ON B&B MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.
13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES.
14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.
15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED
OF ANY SOIL AMENDMENTS.
17.TOPSOIL (AND PLANTING SOIL) TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW), AND TO BE FREE OF ROOTS, ROCKS (LARGER THAN ONE INCH), SUBSOIL
DEBRIS, AND LARGE WEEDS, UNLESS SPECIFIED OTHERWISE. UTILIZE EXISTING ON-SITE TOPSOIL AS APPROPRIATE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH
TOPSOIL (PLANTING SOIL) FOR TREE, SHRUBS. AND PERENNIALS.
18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, LANDSCAPE BED, AND MAINTENANCE AREAS, OR AS INDICATED ON THE PLAN. SHREDDED HARDWOOD MULCH TO BE A MINIMUM 4-INCH
DEPTH, RED COLORED (OR AS DIRECTED), AND FREE OF DELETERIOUS MATERIAL. ROCK MULCH TO BE A MINIMUM 3-INCH DEPTH, BUFF LIMESTONE (OR AS DIRECTED), AND 1.5-INCH TO
3-INCH DIAMETER. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WlTH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER
PRIOR TO INSTALLATION.
19.EDGING TO BE PROVIDED BETWEEN MULCH AND LAWN TURF AREAS, OR AS INDICATED. STEEL EDGING BETWEEN LANDSCAPE BEDS AND LAWN TURF AREAS TO BE COMMERCIAL BLACK STEEL
EDGING, INSTALLED PER MANUFACTURER'S INSTALLATION GUIDELINES. BLACK STEEL EDGING SHALL BE PLACED WITH CONNECTORS AND METAL STAKES NO GREATER THAN 4-FOOT ON
CENTER AND ELEVATION BELOW LAWN MOWER CUT LINE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. INDIVIDUAL TREE AND SHRUB AREAS TO BE SPADED EDGE BETWEEN
MULCH AND LAWN TURF GRASS AREAS WITH V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION.
20.All DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND/OR HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. SEED
MIX AND APPLICATION RATE AS SPECIFIED PER MN/DOT SPECIFICATIONS, OR AS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE POSITIVE DRAINAGE.
SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. REPAIR, REPLACE, OR RESEED ANY DAMAGED OR UNESTABLISHED
AREAS UNTIL PROJECT ACCEPTANCE AND COMPLETION OF WARRANTY.
21.PROVIDE IRRIGATION TO ALL LANDSCAPE AREAS ON SlTE, OR AS COORDINATED. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO
PROVIDE IRRIGATION SYSTEM DESIGN PLANS, CALCULATIONS, AND SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE OPERATION
MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR
WARRANTY ON ALL PARTS AND LABOR. COORDINATE ALL IRRIGATION PIPES, WIRING, SLEEVING, AND OTHER COMPONENTS WITH OTHER PROJECT IMPROVEMENTS.
22.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.
23.REPAIR ALL DAMAGE FROM PLANTING OPERATIONS AT NO COST TO OWNER.
WETLAND UPLAND BUFFER
WETLAND
WETLAND UPLAND BUFFER
WETLAND
PLANT SCHEDULE
TR
E
E
*
2
8
TR
E
E
*
2
9
TR
E
E
*
3
3
TR
E
E
*
6
2
TR
E
E
*
6
1
TR
E
E
*
6
0
TR
E
E
*
5
9
TR
E
E
*
5
8
TR
E
E
*
5
7
>>
>>
DAY CARE
(CHILD CARE)
11,000 SF
RESTAURANT
4,952 SF
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
RETAIL
9,510 SF
T
TT
T
EV
EV
EV
EV
EV
EV
EVENT VENUE
15,600 SF
BASEMENT
(STORAGE / DATA)
15,600SF
13 LODGING UNITS
(2ND/3RD FLOORS)
10,200 SF
T
S
G
G
L
G
L
-
PE
D
C
TF
O
B
+
TF
O
B
TF
O
B
TF
O
B
TF
O
B
-
UN
P
/
W
A
T
E
R
V
A
L
V
E
M
A
R
K
E
R
E(
U
G
)
E(
U
G
)
E(
U
G
)
E(
U
G
)
F/O(UG)F/O(UG)
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
>
>
G
G
G
G
F/O(U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
F/
O
(
U
G
)
S S
PIV
PIV
PIV
PIV
FD
C
FDC
FDC
FDC
(7) BLACK HILLS SPRUCE
(4) HERITAGE OAK
(3) AUTUMN GOLD GINKGO
(3) COMMON HACKBERRY
(4) COMMON HACKBERRY
(4) SWAMP WHITE OAK
(3) PINK SPIRES CRABAPPLE
(3) SPRING SNOW CRAB APPLE
(3) PINK SPIRES CRABAPPLE
(3) SPRING SNOW CRAB APPLE
(3) PINK SPIRES CRABAPPLE
(3) SPRING SNOW CRAB APPLE
(3) PINK SPIRES CRABAPPLE
(4) SPRING SNOW CRAB APPLE
(3) AUTUMN BLAZE® FREEMAN MAPLE
(3) NORTHERN ACCLAIM HONEYLOCUST
(2) GOLDEN WEEPING WILLOW
(8) GOLDEN WEEPING WILLOW
(10) ARMSTRONG
FREEMAN MAPLE
(2) DISCOVERY ELM
(3) DISCOVERY ELM
(3) DISCOVERY ELM
(8) BLACK HILLS SPRUCE
(3) BLACK HILLS SPRUCE
(2) DISCOVERY ELM
HIG
H
W
A
Y
5
5
M
E
A
N
D
E
R
R
O
A
D
PRIVATE DRIVE
N
LANDSCAPE PLAN -
SOUTH
L1.1
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Landscape Architect under the laws of the State
of Minnesota.
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Landscape Architect under the laws of the State
of Minnesota.
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
15295
J. FILLMORE
J. FILLMORE
P. SCHROEDER
XXXXX 25820
PAUL D. SCHROEDER
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
LANDSCAPE LEGEND
PROPERTY LINE
DECIDUOUS TREE
CONIFEROUS TREE
ORNAMENTAL TREE
SHRUBS/PERENNIALS
ROCK MULCH
SOD
MESIC PRAIRIE SOUTHEAST (MNDOT SEED MIX 35-641)
WITH WITH CATEGORY 20 EROSION CONTROL BLANKET
STORMWATER SOUTH & WEST (MNDOT SEED MIX 33-261)
WITH CATEGORY 10 EROSION CONTROL BLANKET ON
BOTTOM OF BASIN AND CATEGORY 20 ON SIDE SLOPES
WETLAND BUFFER
EXISTING TREE/SHRUBS TO REMAIN
LIMITS OF DISTURBANCE
LANDSCAPE EDGER
LIMITS OF IRRIGATION (NOT SHOWN)
SOUTH PARCEL LANDSCAPE SUMMARY
MINIMUM NUMBER OF TREES AND SHRUBS REQUIRED
·SOUTH PARCEL LOT PERIMETER = 2,525
·1 SHADE TREE PER 50 LF LOT PERIMETER = 51 REQUIRED
·1 ORNAMENTAL TREE PER 100 LF LOT PERIMETER = 26 REQUIRED
·1 SHRUB PER 30 LF LOT PERIMETER = 85 REQUIRED
PROPOSED NUMBER OF TREES AND SHRUBS
·EXISTING TREES TO BE SAVED AND CREDITED TOWARD THE MINIMUM
REQUIRED TREES ON A SITE = 8
·PROPOSED SHADE TREE = 50
·PROPOSED ORNAMENTAL TREE = 26
·TOTAL NUMBER OF PROPOSED TREES = EXISTING TREES TO BE SAVED +
PROPOSED TREES = 58 TREES
·PROPOSED SHRUBS = 174
·PROPOSED PERENNIALS = 1,045
WETLAND UPLAND BUFFER
WETLAND
ALL EXISTING VEGETATION DISTURBED
BY CONSTRUCTION ACTIVITIES IN THE
WETLAND BUFFER TO BE RESTORED
WITH MESIC PRAIRIE SEED MIX
APPROXIMATE IRRIGATION SYSTEM
CONTROLS AND WATER SUPPLY
(REUSE ROOF WATER CISTERN AND
SUPPLEMENTAL WELL)
OVERHEAD UTILITIES
STORMWATER SOUTH & WEST SEED MIX WITH
CATEGORY 10 EROSION CONTROL BLANKET ON
BOTTOM OF BASIN AND CATEGORY 20 ON
SIDE SLOPES
MESIC PRAIRIE SOUTHEAST SEED MIX WITH
CATEGORY 20 EROSION CONTROL BLANKET
SOD
SYNTHETIC TURF
ARCHITECTURAL
PATIO AREA
TREES TO BE
PLANTED 10'
MINIMUM FROM
BACK OF CURB
WELL
NOTE
SEE SHEET L1.3, L1.4, AND L1.5 FOR SHRUB
AND PERENNIAL BED PLANTING LAYOUT
ROCK MULCH AND WEED BARRIER FABRIC
BELOW BOARDWALK DECK, TYP.
TR
E
E
*
7
8
RES
UNIT 1
RES
UNIT 3
DAY CARE
(CHILD CARE)
11,000 SF
RES
UNIT 2
RES
UNIT 4
NORT
H
P
L
A
Y
AREA
6
5
0
0
S
F
PL
A
Y
A
R
E
A
WEST PLAY
AREA 3,800SF
T
G
G
L
G
L
-
TF
O
B
+
TF
O
B
TF
O
B
TF
O
B
TF
O
B
-
UN
P
/
W
A
T
E
R
V
A
L
V
E
M
A
R
K
E
R
E(
U
G
)
E(
U
G
)
E(
U
G
)
E(
U
G
)
F/O(UG)F/O(UG)
>
>>>>>
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
>
G
G
G
G
S
(7) BLACK HILLS SPRUCE
(3) HERITAGE RIVER BIRCH
(3) SWAMP WHITE OAK
(3) NORTHWOOD MAPLE
(1) NORTHWOOD MAPLE
(3) COMMON HACKBERRY
(4) COMMON HACKBERRY
(1) NORTHWOOD MAPLE
(3) HERITAGE RIVER BIRCH
(4) SPRING SNOW CRAB APPLE
(3) AUTUMN BLAZE® FREEMAN MAPLE
(3) NORTHERN ACCLAIM HONEYLOCUST
(10) ARMSTRONG
FREEMAN MAPLE
(8) BLACK HILLS SPRUCE
PRIVATE DRIVE
M
E
A
N
D
E
R
R
O
A
D
PRIVATE DRIVE
EX.GRAVEL PRIVATE DRIVE
NORTH PARCEL LANDSCAPE SUMMARY
MINIMUM NUMBER OF TREES AND SHRUBS REQUIRED
·4 TREES PER UNIT (16 TOTAL)
·0.2 OPACITY BUFFER YARD TO EAST AND WEST
·NO SHRUBS OR PERENNIALS REQUIRED
PROPOSED NUMBER OF TREES AND SHRUBS
·EXISTING TREES TO BE SAVED AND CREDITED TOWARD THE MINIMUM
REQUIRED TREES ON A SITE = 1
·SHADE TREE/EVERGREEN TREES = 24
·TOTAL NUMBER OF PROPOSED TREES = EXISTING TREES TO BE SAVED +
PROPOSED TREES = 25 TREES
·PROPOSED SHRUBS = 64
·PROPOSED PERENNIALS = 191
PROPOSED EAST BUFFER YARD CALCULATION
·BUFFER YARD WIDTH = 5'
·BUFFER YARD LENGTH = 225'
·BUFFER YARD POINTS PER 100 LF = 84
·BUFFER YARD POINTS REQUIRED = 225100 = 2.25*84 = 189
·BUFFER YARD POINTS PER 'TALL DECIDUOUS SHRUB' = 5
·TOTAL NUMBER OF BUFFER YARD POINTS = 113*5 = 565
PROPOSED WEST BUFFER YARD CALCULATION
·BUFFER YARD WIDTH = VARIES, ASSUME 15'
·BUFFER YARD LENGTH = 240'
·BUFFER YARD POINTS PER 100 LF = 198
·BUFFER YARD POINTS REQUIRED = 240100 = 2.40*198 = 476
·BUFFER YARD POINTS PER '2.5" CAL OVERSTORY TREE' = 50
·TOTAL NUMBER OF BUFFER YARD POINTS = 10*50 = 500
N
LANDSCAPE PLAN -
NORTH
L1.2
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Landscape Architect under the laws of the State
of Minnesota.
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly Licensed
Landscape Architect under the laws of the State
of Minnesota.
SHEET
SHEET TITLE
PROJECT INFO
DRAWN:
DESIGNED:
CHECKED:
PROJECT NO:
ISSUE RECORD
Signature Name:
Date:Lic. No.:
Print Name:
CERTIFICATION
Signature Name:
Date:Lic. No.:
PREPARED FOR
PROJECT
Print Name:
3 02-10-2023 CITY RESUBMIT
4 04-04-2023 CITY COMMENTS
5 09-11-2023 CITY RESUBMIT
M
E
A
N
D
E
R
P
A
R
K
&
BO
A
R
D
W
A
L
K
D
E
V
E
L
O
P
M
E
N
T
14
7
2
S
T
A
T
E
H
I
G
H
W
A
Y
5
5
,
M
E
D
I
N
A
,
M
N
5
5
3
4
0
15295
J. FILLMORE
J. FILLMORE
P. SCHROEDER
XXXXX 25820
PAUL D. SCHROEDER
3701 WAYZATA BOULEVARD
SUITE 100
MINNEAPOLIS, MN 55416-3791
PH: 763-475-0010
www.srfconsulting.com
NO. DATE DESCRIPTION
0 09-09-2022 CITY SUBMITTAL
LANDSCAPE LEGEND
PROPERTY LINE
DECIDUOUS TREE
CONIFEROUS TREE
ORNAMENTAL TREE
SHRUBS/PERENNIALS
ROCK MULCH
SOD
MESIC PRAIRIE SOUTHEAST (MNDOT SEED MIX 35-641)
WITH WITH CATEGORY 20 EROSION CONTROL BLANKET
STORMWATER SOUTH & WEST (MNDOT SEED MIX 33-261)
WITH CATEGORY 10 EROSION CONTROL BLANKET ON
BOTTOM OF BASIN AND CATEGORY 20 ON SIDE SLOPES
WETLAND BUFFER
EXISTING TREE/SHRUBS TO REMAIN
LIMITS OF DISTURBANCE
LANDSCAPE EDGER
LIMITS OF IRRIGATION (NOT SHOWN)
EXISTING OVERHEAD UTILITIESPROPERTY LINE
STORMWATER SOUTH & WEST SEED MIX WITH
CATEGORY 10 EROSION CONTROL BLANKET ON BOTTOM
OF BASIN AND CATEGORY 20 ON SIDE SLOPES
MESIC PRAIRIE SOUTHEAST SEED MIX WITH
CATEGORY 20 EROSION CONTROL BLANKET
ALL EXISTING VEGETATION DISTURBED
BY CONSTRUCTION ACTIVITIES IN THE
WETLAND BUFFER TO BE RESTORED
WITH MESIC PRAIRIE SEED MIX
SEE SHEET L1.4 FOR SHRUB AND
PERENNIAL BED PLANTING LAYOUT
WETLAND UPLAND BUFFER
WETLAND
SOD
SEE SHEET L1.4 FOR
ADDITIONAL INFORMATION
TREES TO BE
PLANTED 10'
MINIMUM
FROM BACK
OF CURB
2' WIDE SOD STRIP, TYP.NOTE
SEE SHEET L1.4 FOR SHRUB AND
PERENNIAL BED PLANTING LAYOUT
ALL EXISTING VEGETATION DISTURBED
BY CONSTRUCTION ACTIVITIES OUTSIDE
WETLAND BUFFER TO BE RESTORED
WITH SOD.
SPLIT RAIL FENCE. SOD
EDGE 1' OFF FENCE.
T
T
T
NO PAR
K
I
N
G
NO PA
R
K
I
N
G
NO PA
R
K
I
N
G
NO PAR
K
I
N
G
EV
EV
EV
EV
EV
EV
RETAIL
9,600 SF
RESTAURANT
4,800 SF
CHILD CARE
11,000 SF
LEVEL 1&2 LODGING
10,200 SF
MAIN LEVEL VENUE
15,600
BASEMENT
15,600 SF
PR
I
V
A
T
E
D
R
I
V
E
RES
UNIT 4
2900 SF
RES
UNIT 3
2900 SF
RES
UNIT 2
2900 SF
RES
UNIT 1
2900 SF
WATE
R
F
E
A
T
U
R
E
BO
A
R
D
W
A
L
K
BOARD
W
A
L
K
BOARDWALK
PLAZA
GROTTO
MEANDER ROAD
DE
C
K
HWY 55
CO
U
R
T
Y
A
R
D
NOTE: REFER TO CIVIL FOR SITE PLAN.
BOARD
W
A
L
K
TR
A
S
H
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1" 40'-0"
A000
SIT
E
P
L
A
N
09
/
0
1
/
2
3
Co
n
c
e
p
t
1" 40'-0"1 SITE PLAN
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
UP
T
T
T
NO
P
A
R
K
I
N
G
NO
P
A
R
K
I
N
G
NO
P
A
R
K
I
N
G
NO
P
A
R
K
I
N
G
EV EV EV EV EV EV98996 99 9 13
8
779101112
9
13
1418
UP
UP
LOADING DOCK
4,160 SF
BASEMENT
1,230 SF
KITCHEN310 SF
COOLER
100 SF
FREEZER
3,550 SF
CONSERVATORY
BASEMENT
160 SF
STAIR
NOTE: REFER TO CIVIL FOR SITE
PLAN.
120 SF
ELEVATOR
4,390 SF
BALLROOM
BASEMENT
06 07 08 09 10 11 12 130102030405
A
C
D
E
F
G
H
B
AA
J 260 SF
LAUNDRY
60 SF
T.R.
60 SF
T.R.
60 SF
T.R.
360 SF
MECH UTILITY
EDGE OF BOARDWALK ABOVE.
170 SF
FOUNTAIN
UTILITY
220 SF
ELECTRIC
UTILITY
TRASHLAUNDRY
TLVENT
DATA CENTER
DATA CENTER
STORAGE
320 SF
TRASH
EQ
EQ
EQ
EQ
EQ
EQ
HOOD
TRASH
19
'
-
9
"
59
'
-
1
"
21
'
-
7
"
9' - 9"39' - 4"10' - 5"10' - 0"5' - 10"8' - 1"8' - 1"8' - 1"6' - 4"12' - 8"18' - 1"21' - 0"47' - 9"13' - 0"
12
'
-
9
"
11
'
-
0
"
10
'
-
1
1
"
10
'
-
1
1
"
13
'
-
0
"
9' -
0
"
11
'
-
2
"
0' -
1
1
"
6' -
6
"
14
'
-
2
"
36' - 2"
9' -
9
"
1/8" 1'-0"1 BASEMENT
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/8" 1'-0"
A100
VE
N
U
E
B
A
S
E
M
E
N
T
F
L
O
O
R
P
L
A
N
09
/
0
1
/
2
3
Co
n
c
e
p
t
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
DN
DN
DN
T
T
T
NO
P
A
R
K
I
N
G
NO
P
A
R
K
I
N
G
NO
P
A
R
K
I
N
G
NO
P
A
R
K
I
N
G
EV EV EV EV EV EV98996 99 9 13
8
779101112
9
13
1418
UP UP
1,230 SF
KITCHEN
240 SF
MENS
240 SF
WOMENS
120 SF
COATS
120 SF
ELEVATOR
230 SF
ELEV LOBBY
300 SF
ENTRY
70
S
F
RE
C
E
P
T
I
O
N
190 SF
STAIR
200 SF
STAIR
170 SF
COATS
340 SF
ENTRY
70
S
F
RE
C
E
P
T
I
O
N
370 SF
HALL
1,010 SF
LOUNGE
340 SF
UNISEX
320 SF
SUITE
340 SF
SUITE
3,710 SF
CONSERVATORY
4,630 SF
BALLROOM
3,080 SF
BALLROOM PLAZA
830 SF
BOARDWALK
1,390 SF
GROTTO
130 SF
HALL110 SF
HALL
280 SF
HALL
970 SF
COURTYARD
06 07 08 09 10 11 12 130102030405
A
C
D
E
F
G
H
B
AA
J
TL
LAUNDRY
TRASH
VENT
320 SF
TRASH
OPEN TO BELOW
OPEN TO BELOW
HOOD
49' - 8"9' - 10"9' - 11"5' - 10"24' - 3"5' - 11"13' - 1"7' - 9"11' - 2"80' - 5"
9' - 9"7' - 0"18' - 0"17' - 7"16' - 2"10' - 6"7' - 3"
12
'
-
2
"
8' -
6
"
12
'
-
1
"
10
'
-
9
"
11
'
-
4
"
21
'
-
1
1
"
11
'
-
0
"
12
'
-
9
"
60
'
-
0
"
78
'
-
1
0
"
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/8" 1'-0"
A101
VE
N
U
E
M
A
I
N
L
E
V
E
L
F
L
O
O
R
P
L
A
N
04
/
0
3
/
2
3
Co
n
c
e
p
t
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
1/8" 1'-0"1 GROUND
DN
DN DNUPUP DNDN
480 SF
ROOM 3
330 SF
ROOM 4
760 SF
ROOM 2
500 SF
ROOM 5
460 SF
ROOM 7
490 SF
ROOM 9
780 SF
ROOM 1
340 SF
ROOM 6 630 SF
ROOM 8
440 SF
HALLWAY
190 SF
STAIR
120 SF
ELEVATOR
200 SF
STAIR
06 07 08 09 10 11 1205
A
C
D
E
F
G
H
B
AA
J
TL
LAUNDRY
TRASH
ICE VEND.
VENT
16
'
-
9
"
9' -
1
1
"
8' -
1
"
9' -
9
"
27
'
-
1
0
"
8' - 11"3' - 8"14' - 4"5' - 11"8' - 1"6' - 5"8' - 1"5' - 11"7' - 2"7' - 8"10' - 1"
12' - 7"14' - 4"5' - 5"8' - 7"6' - 2"8' - 4"13' - 1"9' - 3"8' - 0"
1,030 SF
SUITE 1
730 SF
SUITE 2
770 SF
ROOM 3
120 SF
ELEVATOR
430 SF
HALL
420 SF
ROOM 4
200 SF
STAIR 190 SF
STAIR
ROOF
ROOF
06 07 08 09 10 11 1205
TL
LAUNDRY
TRASH
ICEVEND.VEND.VENT
580 SF
BALCONY 2 640 SF
BALCONY 1
9' - 11"7' - 6"14' - 0"22' - 7"5' - 0"7' - 8"10' - 1"
10
'
-
1
0
"
8' -
8
"
8' -
3
"
9' -
8
"
4' -
2
"
15
'
-
7
"
13
'
-
9
"
9' - 11"7' - 6"14' - 0"5' - 11"8' - 7"13' - 1"17' - 9"
43' - 10"48' - 4"
1/8" 1'-0"1 LODGING LEVEL 1
1/8" 1'-0"2 LODING LEVEL2
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/8" 1'-0"
A102
LO
D
G
I
N
G
L
E
V
E
L
1
&
2
F
L
O
O
R
P
L
A
N
S
09
/
0
1
/
2
3
Co
n
c
e
p
t
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
RETAIL
3,380 SF
RETAIL
2,870 SF
RETAIL
4,760 SF
RESTAURANT
TRASH
TRASH
PLAZA
DROP OFF
RETAIL
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/8" 1'-0"
A103
CO
M
M
E
R
C
I
A
L
F
L
O
O
R
P
L
A
N
S
04
/
0
3
/
2
3
Co
n
c
e
p
t
1/8" 1'-0"1 RETAIL FLOOR PLAN
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
NOTE: REFER TO CIVIL FOR SITE PLAN.
DN
DN
UP
UP
DN
UP
UP
GARAGE
KITCHEN
BED
BATH BED
ENTRYDININGHALL
DECK
CLOSET
HALLWAY
ROOF TERRACE
DECK BELOW
MASTER BATH
BATH
BED
CLOSET
CLOSET
BED
LIVING
CLOSET
BATH
PATIO
EARTH
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/4" 1'-0"
A104
DU
P
L
E
X
F
L
O
O
R
P
L
A
N
S
12
/
2
2
/
2
2
ME
D
I
N
A
T
O
W
N
H
O
M
E
S
1/4" 1'-0"2 MAIN LEVEL
1/4" 1'-0"3 UPPER LEVEL
1/4" 1'-0"1 BASEMENT
BASEMENT CLOSET 50 SF
BASEMENT BATH 52 SF
BASEMENT BED 143 SF
BASEMENT LIVING 527 SF
772 SF
MAIN LEVEL CLOSET 38 SF
MAIN LEVEL HALL 66 SF
MAIN LEVEL BATH 78 SF
MAIN LEVEL ENTRY 94 SF
MAIN LEVEL KITCHEN 124 SF
MAIN LEVEL BED 153 SF
MAIN LEVEL BED 244 SF
MAIN LEVEL DINING 358 SF
1,156 SF
ROOM SCHEDULE
Level Name Area
UPPER LEVEL CLOSET 42 SF
UPPER LEVEL BATH 69 SF
UPPER LEVEL HALLWAY 74 SF
UPPER LEVEL CLOSET 88 SF
UPPER LEVEL BATH 149 SF
UPPER LEVEL BED 242 SF
UPPER LEVEL MASTER 348 SF
1,013 SF
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
GROUND
0' - 0"
LEVEL 225' - 6"
LODGING ROOF37' - 6"
LEVEL 1
14' - 0"
VERT. GAP WD.
VERT. BOARD
FORMED CONC.
BRICK
MTL.
PLANTERS
BASEMENT
-10' - 4"
MTL.
BALLROOM ROOF22' - 0"
GROUND0' - 0"
LEVEL 2
25' - 6"
LODGING ROOF37' - 6"
LEVEL 114' - 0"
WATER FEATURE & PLANTINGS
MTL.
BRICK
TILE
BASEMENT-10' - 4"
MTL.
GROUND
0' - 0"
LEVEL 225' - 6"
LODGING ROOF
37' - 6"
LEVEL 114' - 0"
TILE
BRICK
TILE
MTL.
STONE
VERT. GAP WD.
VERT BOARD FORMED CONC.
MTL.
MTL.
BALLROOM ROOF22' - 0"
GROUND0' - 0"
LEVEL 2
25' - 6"
LODGING ROOF37' - 6"
LEVEL 114' - 0"
VERT. GAP WD.
VERT. BOARD FORMED CONC.
PLANTERS
BRICK
TILE
MTL.
BASEMENT-10' - 4"
MTL.
MTL.
TILE
STONE
BALLROOM ROOF22' - 0"
1' -
0
"
10
'
-
5
"
1' -
5
"
8' -
0
"
1' -
0
"
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/8" 1'-0"
A200
VE
N
U
E
E
L
E
V
A
T
I
O
N
S
09
/
0
1
/
2
3
Co
n
c
e
p
t
WEST
SOUTH
EAST
NORTH
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
1/8" 1'-0"
TRASH ENCLOSURE EAST
ROOF14' - 0"
ROOF
17' - 0"CONC.VERT. WD.
VERT. BOARD
FORMED CONC.
CORTEN STL.HORIZ. WD.VERT. BOARD FORMED CONC.
CORTEN STL.
HORIZ. WD.METAL
ROOF17' - 0"ROOF16' - 0"
HORIZ. WD.
CORTEN STL.
VERT. BOARD FORMED CONC.HORIZ. WD.
CORTEN STL.
VERT. BOARD
FORMED CONC.
VERT. BOARD
FORMED CONC.
VERT. WD.CONC.
METAL
HORIZ. WD.
METAL
ROOF29' - 0"
VERT. BOARD
FORMED CONC.
HORZ. WD.METAL ROOF
HORZ. WD.
CONC.CONC.
VERT. WD.
VERT. BOARD FORMED CONC.MTL.
CORTEN STL.
VERT. BOARD FORMED CONC.MTL.
HORIZ. WD.
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/8" 1'-0"
A201
RE
T
A
I
L
E
L
E
V
A
T
I
O
N
S
09
/
0
1
/
2
3
Co
n
c
e
p
t
RESTAURANT SOUTH
RETAIL NORTH
DAYCARE SOUTH DAYCARE EAST
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
1/8" 1'-0"
(NORTH IS SAME BUT MIRRORED)
RETAIL SOUTH
RESTAURANT NORTH
RETAIL WEST RETAIL EAST RESTAURANT WEST RESTAURANT EAST
DAYCARE WEST
MAIN LEVEL10' - 0"
UPPER LEVEL21' - 6"
ROOF31' - 6"
VERT. GAP WD.
HORIZ. WD.HORIZ.
WD.
MAIN LEVEL10' - 0"
UPPER LEVEL
21' - 6"
ROOF31' - 6"
VERT. GAP WD.
MTL.
VERT. GAP WD.
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/4" 1'-0"
A202
DU
P
L
E
X
E
L
E
V
A
T
I
O
N
S
01
/
3
1
/
2
3
ME
D
I
N
A
T
O
W
N
H
O
M
E
S
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
EAST
WESTSOUTH
MAIN LEVEL
0' - 0"
SOFFIT
20' - 0"
T.O. ROOF
32' - 0"
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale: 1/4" 1'-0"
A204
DU
P
L
E
X
E
L
E
V
A
T
I
O
N
S
H
I
P
-
R
O
O
F
03
/
2
8
/
2
3
Pr
o
j
e
c
t
S
t
a
t
u
s
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
EAST
1' -
0
"
12
'
-
0
"
3' -
6
"
8' -
0
"
25' - 0"25' - 0"
15
'
-
3
"
W24X68
3' - 0"
BO
A
R
D
W
A
L
K
PERIMITER LIGHTING ON
SOLAR ILLUMINATES
PARKING SPOTS UNDER
CANOPY.
UNDERGROUND
CONDUIT FOR SOLAR
1,295 SOLAR PANELS
\//\
VILLAMIL ARCHITECTURE
Plo
t
S
t
a
m
p
:
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Architect
Pablo Villamil
(612) 388-6622
PabloV@VillamilArchitecture.com
Owner
Chris Pederson
Medina Ventures LLC
MadMrChristopher@gmail.com
General Contractor
Kalcon LLC
(612) 244-1141
KalconLLC.com
Scale:As indicated
A300
SO
L
A
R
A
R
R
A
Y
09
/
0
1
/
2
3
Co
n
c
e
p
t
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
2 SOLAR ARRAY PERSPECTIVE
1/8" 1'-0"3 SOLAR ARRAY STRUCTURE
1" 20'-0"1 SITE PLAN SOLAR
1
CITY OF MEDINA 1
PLANNING COMMISSION 2
DRAFT Meeting Minutes 3
Tuesday September 12, 2023 4
5
1. Call to Order: Chairperson Rhem called the meeting to order at 7:00 p.m. 6
7
Present: Planning Commissioners Adeel Ahmed, John Jacob, Beth Nielsen, and Braden 8
Rhem. 9
10
Absent: Planning Commissioner Justin Popp, Matt Plec, and Cindy Piper. 11
12
Also Present: City Planning Director Dusty Finke and City Planner Deb Dion. 13
14
2. Changes to Agenda 15
16
No comments made. 17
18
3. Update from City Council Proceedings 19
20
Finke provided updates on recent City Council actions. He also provided details on ash trees 21
and the funding available to assist with surveying and implementation plans. He noted that 22
the Park Commission will review the results of the pickleball noise study at its September 23
meeting and a recommendation will be forwarded to the Council for review at its first 24
meeting in October. 25
26
4. Representative at Next City Council Meeting 27
28
Finke advised that the Council will be meeting the following Tuesday and Rhem volunteered 29
to attend in representation of the Commission. 30
31
5. Planning Department Report 32
33
Finke provided an update. 34
35
6. Public Hearing – Ordinance Amendment – Chapter 6 of the City Code 36
Prohibiting the Sale of Edible Cannabinoid Products 37
38
Finke provided background on the hemp derived edibles and beverages which were legalized 39
in 2022, noting that the Council adopted a moratorium prohibiting the sale of those items in 40
November of 2022 which will expire in November of 2023. He stated that this summer the 41
legislature legalized adult use cannabis, with licenses for sale to be handled through the state 42
and anticipated to begin in January of 2025. He stated that state statute does allow a 43
moratorium to prohibit the sale of adult use cannabis products until the state begins licensing 44
of sales. He noted that the hemp derived products are regulated differently until the time the 45
state begins its licensing. He explained that the City needs to determine how it would 46
regulate the sale of lower potency hemp derived products until the state handles that 47
regulation. He stated that the City Council discussed this and would like to prohibit the sale 48
of these lower dose products as well. He stated that liquor stores do sell intoxicating products 49
and theoretically those businesses could be allowed to sell this type of product. 50
51
2
Rhem asked if there would be an opportunity in 2025 to have land use regulation that would 52
determine the placement for these types of businesses. 53
54
Finke confirmed that the City would have the ability to enact land use regulations, if the City 55
chose to do so, similar to establishments that sell alcohol. 56
57
Jacob asked if businesses allowed to sell the lower dose hemp products today would be 58
grandfathered in when state licensing becomes available. 59
60
Finke noted that the City regulations would become irrelevant once the state licensing 61
regulations begin. He stated that, as proposed, this ordinance would prohibit all businesses 62
from selling the low dose hemp derived products. 63
64
Jacob asked if internet sales would be allowed, using the scenario that someone were to sell 65
those products from their home. 66
67
Finke believed that would not be allowed under this ordinance. He stated that home 68
occupation regulations would apply to a home-based business. 69
70
Rhem opened the public hearing at 7:36 p.m. 71
72
No comments. 73
74
Rhem closed the public hearing at 7:36 p.m. 75
76
Rhem commented that the ordinance as proposed makes sense as it would allow time for the 77
state regulations to be developed. 78
79
Jacob agreed. 80
81
Nielsen commented that she could go either way and kind of liked the idea about allowing 82
sales at the liquor stores. 83
84
Motion by Nielsen, seconded by Jacob, to recommend approval of the ordinance 85
amendment prohibiting the sale of edible cannabinoid products as proposed. Motion carries 86
unanimously. (Absent: Piper, Plec, and Popp) 87
88
7. Public Hearing – Ordinance Amendment – Chapter 8 of the City Code Related to Tree 89
Preservation 90
91
Rhem noted that this is a continuation of the public hearing from the last meeting. 92
93
Finke stated that the draft resolution includes the changes as discussed at the last meeting and 94
provided a brief summary of those changes. He stated that the ordinance as proposed also 95
adjusts the replacement ratios for Uptown Hamel and provided a summary as well as 96
additional options that could be considered for that area. He stated that there was additional 97
discussion related to less desirable trees and reviewed proposed regulation on how those trees 98
could be addressed within the ordinance. He also provided examples used by other 99
communities. 100
101
Rhem commented that the layers of complexity would seem to go against the intent to 102
simplify the ordinance. He commented that as drafted it would seem relatively burdensome. 103
3
He acknowledged that it would make sense to incentivize removal of diseased trees, or low 104
value trees, rather than high value trees, but the process seems burdensome. 105
106
Finke stated that the survey would already be completed, and the intent would be to require 107
that information to be provided on an electronic spreadsheet to make calculations and 108
changes easier. He noted that staff is already doing the work on the fly without these guides. 109
110
Jacob noted that ultimately you need to consider what you want the lot to look like in terms 111
of the canopy. 112
113
Finke noted that the City avoids the situation of overplanting and in those situations where 114
trees would not be viable if replanted in the required numbers through payment to the 115
reforestation fund. 116
117
Ahmed used the Meander Boardwalk site as an example and asked how this would apply to a 118
certain area. 119
120
Finke replied that area is not being purchased and therefore would not be touched as part of 121
that project. He commented that in that type of scenario where trees are out of the way, 122
removal of those trees would be more likely to be avoided as a result of the regulations. 123
124
Rhem commented that he is comfortable with the changes but asked if it could be simplified, 125
although he did not have a suggestion on how that could be done. 126
127
Nielsen commented that while she does not disagree, staff is in charge of enacting these 128
regulations and therefore feels comfortable if staff is proposing that type of calculation. She 129
liked the idea of requiring the electronic spreadsheet. 130
131
Finke asked and received confirmation that the Commission supports the language as 132
presented related to ash and elm trees. 133
134
Rhem asked the type of impact that would have on the reforestation fund, as that fund could 135
be used to mitigate ash trees. 136
137
Nielsen asked if staff is comfortable with the language as drafted, as staff would be 138
implementing the regulations. 139
140
Finke stated that in terms of implementing, he is not concerned. He stated that idea of the 141
impact on the reforestation fund is a good point as that would be a significant reduction. He 142
recognized that while the payment into the fund for a large diseased tree is helpful, there 143
should also be consideration that the tree would ultimately need to come down at some time 144
in the future at a cost as well. 145
146
Rhem noted that the Council could have additional discussions about the impact to the 147
reforestation fund. 148
149
Motion by Nielsen, seconded by Rhem, to recommend approval with the additional 150
requirement that the tree survey be submitted as an electronic spreadsheet. Motion carries 151
unanimously. (Absent: Piper, Plec, and Popp) 152
153
Rhem closed the public hearing at 8:04 p.m. 154
155
8. Approval of the August 8, 2023 Draft Planning Commission Meeting Minutes. 156
4
157 Motion by Jacob, seconded by Nielsen, to approve the August 8, 2023, Planning 158
Commission minutes with noted changes. Motion carries unanimously. (Absent: Piper, Plec, 159
and Popp) 160
161
9. Adjourn 162
163
Motion by Nielsen, seconded by Ahmed, to adjourn the meeting at 8:08 p.m. Motion 164
carried unanimously. 165