HomeMy Public PortalAbout04-11-2023 Planning Commission PacketPOSTED AT CITY HALL: April 7, 2023
PLANNING COMMISSION AGENDA
TUESDAY, APRIL 11, 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 – Joe McCusker – 3844 Linden Dr E – Amendment to
Medina Highlands Planned Unit Development design standards to allow
deck on side of home (PID 1211823110049)
7.Meander Park and Boardwalk – Medina Ventures – 1472 Highway 55 –
Amendment to Planned Unit Development (PID 0211823330003)
8.Approval March 14, 2023 Draft Planning Commission Minutes
9.Adjourn
Planning Department Update Page 1 of 2 April 4, 2023
City Council Meeting
TO: Mayor Martin and Members of the City Council
FROM: Dusty Finke, Planning Director
DATE: March 30, 2023
MEETING: April 4, 2023 City Council
SUBJECT: Planning Department Updates
Land Use Application Review
A) 562/552 Hwy 55 lot rearrangement – Tom and Margaret Dykhoff have requested a lot line
rearrangement between two adjacent parcels. The Council recently approved of a lot
combination of 562 Hwy 55 and a portion of this combined parcel is proposed to be transferred to
552 Hwy 55. Staff intends to present to Council on April 4.
B) Cates Industrial Park – Comprehensive Plan Amendment– Oppidan has submitted preliminary
plat and site plan review for a 310,000 square foot warehouse/office development east of Willow
Drive, north of Chippewa Road. The Planning Commission held a public hearing at the March
14 meeting and recommended approval. The applicant is updating plans to address some of the
conditions, and requested that the City delay review until the plans are updated. Staff intends to
present at the April 18 meeting.
C) 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 PUD general
plan and preliminary plat approval on January 17. The applicant has now requested final plat
approval. City Council review is scheduled for the April 18 meeting.
D) Loram/Scannell Medina Industrial – Loram and Scannell have submitted materials for the City
to prepare an EAW for a warehouse/industrial development east of Arrowhead Drive, south of
Highway 55, to the south of Loram’s existing facility. The council granted approval of the
preliminary plat and site plan review at the February 7 meeting. Staff is awaiting final plans and
plat updates, and will present when complete, potentially at the April 18 meeting.
E) 3844 Linden Dr E. – Highlands PUD Amendment – Joe McCusker has requested an
amendment of the design standards of the Medina Highlands PUD to allow a deck to extend off
the side of his twinhome unit. The amendment would apply only to this lot. A public hearing is
scheduled for the April 11 Planning Commission meeting.
F) 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, potentially at the May 8 Planning Commission meeting.
G) BAPS Site Plan Review – 1400 Hamel Road – BAPS Minneapolis Medina has requested an
amendment to their approved site plan review. The applicant has submitted updated architectural
information based on the City’s updated regulations pertaining to architectural elements. The
applicant has also proposed minor adjustments to the site layout previously approved. The
Council reviewed at the November 9 meeting and recommended approval. The Council
approved the amended Site Plan Review at the December 6 meeting. The applicant has indicated
that they intend to start construction during the spring of 2023.
H) 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
MEMORANDUM
Planning Department Update Page 2 of 2 April 4, 2023
City Council Meeting
Planning Commission held a public hearing at their August 10 meeting and Council provided
comments on August 16. The developer met with neighbors on September 12 and the parties
have indicated that they will meet again to discuss the project.
I) Pioneer Highlands Final Plat – Onyx Investments has requested final plat approval of a four-lot
rural subdivision located south of Pioneer, east of Willow Drive. Council adopted a resolution of
approval on March 7. Staff will work with applicant on conditions of approval to prepare for
recording and construction.
J) 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.
K) 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.
L) Pioneer Trail Preserve – This project has been preliminarily approved and the City is awaiting
final plat application.
Other Projects
A) Bamboo Early Childhood – the applicant has requested Administrative Site Plan Review
approval to convert existing home at 562 Highway 55 into a daycare facility. The property is
zoned Commercial-Highway and review is underway.
B) Peg’s Countryside Café Addition – Rene Calle has requested Administrative Site Plan Review
for an addition to the rear of Peg’s Countryside Café. Materials are currently incomplete and
staff is awaiting updated information to review.
C) MS4 ordinances – Planning staff assisted with formatting of model ordinances required for pet
waste and salt storage
D) Quad City Agreement – staff has completed the capacity analysis and intends to present to
Council at the 4/4 meeting
E) Hackamore Road – staff has obtained four of the required easements and another owner has
agreed to the price per foot. Staff intends to present information on the remaining easements
during the 4/4 closed session.
F) Highway 55 (Arrowhead to CR19) Corridor of Commerce request – staff attended an update
meeting on the Corridor of Commerce request for funding to expand Hwy 55 to 4-lanes to
County Road 19. The cost estimate has been updated to $54 million. MnDOT staff anticipated
having an update around May 1 on whether projects seem to be progressing for funding.
TO: Honorable Mayor and City Council
FROM: Jason Nelson, Director of Public Safety
DATE: March 30, 2023
RE: Department Updates
On March 16, Finance Director Erin Barnhart, Sergeant Boecker, and I, testified in the Union
Arbitration Hearing in Minneapolis regarding former Officer Jeremiah Jessen and his grievance
involving terminal leave benefit payouts. The briefs are due to the arbitrator by April 14. The
arbitrator has up to 30 days after that to decide, but she indicated that she usually tries to get decisions
out faster than that.
On March 20, we conducted a department meeting. During this meeting we completed our annual
hearing tests, along with a fit test. Respirator fit testing is a medical evaluation that measures whether a
respirator properly fits an individual’s face and provides adequate protection against airborne hazards.
Respirator fit testing may only occur after the employee completes and passes an OSHA medical evaluation.
Officers have been busy working extra enforcement with the spring road restrictions. We do not have
as much building going on as in past years, but officers have located several overweight vehicles and
enforcement action has been taken. We work closely with our Public Works Department on
monitoring those vulnerable roads and do our best to stay on top of those using them.
We are currently in the middle of the Sergeant promotional process. On the final day, there ended up
being only one candidate who put it for the position. Congratulations to Officer Dave Hall. In May of
this year, Officer Hall will have been with the department for 20 years. Dave has done many things
over his past 20 years to prepare himself for this role. He will start in his new role on July 1, 2023.
This past week I was advised that one of my officers has been given a conditional employment offer,
pending he passes his background investigation, psychological, and physical. The estimated
timeframe is 3-5 weeks. I will advise the Council once a formal resignation letter is given.
Patrol:
The following are updates of Patrol Officers between March 15, 2023, and March 28, 2023:
Citations –38 Warnings – 54 PD Accidents – 4
PI Accidents – 0 Medicals – 6 Falls – 4
Suspicious Calls – 7 Traffic Complaints – 0 Other Agency Assists – 8
Business/Residential Alarms -
16
Welfare Checks - 3
On 03/16/2023 at 0013 hours officers were dispatched to a report of an unconscious female in the
4300 block of Chippewa Court. Upon arrival officers and first responders found the female breathing
but unresponsive. Patient was transported to the hospital by North Ambulance.
On 03/16/2023 at 2148 hours officers responded to a welfare check in the 100 block of Clydesdale
Trail. It was reported an elderly female that lived alone appeared to be home but was not answering
the door or phone. The reporting party had a key to the residence and allowed officers inside to
attempt to make contact. No one was found inside the residence. When officers made their way back
to the lobby, they were approached by another resident who stated the subject was in another
apartment having dinner and everything was fine.
On 03/17/2023 at 1404 hours officer stopped a vehicle for displaying expired registration (December
2020). Driver admitted she did not have a driver’s license and when she was run found she had a
felony warrant for her arrest. She was taken into custody without incident. Passenger also found to
have a warrant which was a sign and release warrant. She was provided a new court date. Vehicle
was found to be uninsured and was impounded. Passenger and an infant provided transport to a
residence in Long Lake.
On 03/17/2023 at 1701 hours officers were dispatched to a theft that had just occurred at Target. Asset
Protection attempted to stop the suspects, but they left prior to officers arriving. Target was able to
identify one of the suspects from prior Target thefts. Both suspects concealed several TurboTax
software packages and left. The case has been forwarded to investigations.
On 3/18/2023 at 1753 hours officer on patrol observed a vehicle approaching rapidly from behind on
Highway 55. Vehicle was clocked at 91 mph. Vehicle was stopped and driver said he was late for
class. He was issued a citation for driving more than 20 mph over the posted limit.
On 03/19/2023 Hennepin County Commissioner Kevin Anderson came in for a ride along.
On 03/23/2023 at 2320 hours officer was southbound on County Road 101 from Primrose Lane when
he observed a vehicle passing another vehicle northbound in a no passing zone. Officer went to make
a U-turn to stop the car and the car extinguished its lights and continued north. Officer found the
vehicle had attempted to turn eastbound onto a street and went off the road into a yard and became
stuck. Driver was found to be a 17-year-old male with his younger brother as a passenger. Vehicle
was impounded. Juvenile’s parents were contacted and came to the scene to pick up the juveniles.
Case will be forwarded to the Hennepin County Attorney’s Office for review for charging.
On 03/25/2023 at 1740 hours officer was dispatched to a suspicious person sitting in a vehicle along
Meadow Drive in Loretto. Officer made contact with a female in the car who said she and her
husband were looking at a home to buy which was near the railroad tracks. She was waiting for a train
to go by to see how loud the trains are when they pass.
On 03/26/2023 at 1115 hours officer was dispatched to a welfare check in the 3100 block of Cypress
Circle. Chisago County Sheriff’s Office located a vehicle on its side in the ditch in their county with
no one around. Registered owner was shown to reside at the Cypress Circle address. Officer was able
to contact the registered owner who advised he had sold the vehicle to a dealer auction in Brooklyn
Park in 2022. Chisago County was advised.
On 03/27/2023 at 2137 hours officer was dispatched to Target on a report of an intoxicated male inside
causing a disturbance. Officer located the male who appeared intoxicated. The male said he had been
at X-Golf and had been drinking. The male attempted to call a friend and was waiting for them.
Officer provided transport to get the male off the property. He was transported to a residence in
Corcoran.
Investigations:
Received a report of a gas drive off from a local gas station. The suspect was identified, and charges
were filed.
Received a report from a local business where nearly $2,000 in merchandise had been stolen. Through
investigation, a suspect was identified and charged.
Received two additional reports from local business regarding thefts that had occurred. One suspect
identified from one case. Both investigations ongoing.
Attended Towards Zero Deaths (TZD) grant meeting to coordinate enforcement times and funding for
our department for FY2023 – Quarter 3.
Attended Hennepin Traffic Advisory Committee meeting.
There are currently 6 cases assigned to investigations.
1
TO: Medina Mayor and Members of the City Council
FROM: Steve Scherer, Public Works Director
DATE: March 27, 2023
MEETING: April 4, 2023
SUBJECT: Public Works Update
STREETS
• There are plenty of potholes to go around this spring, most of the complaints are for
streets scheduled for pavement or reconstruction this season. Public Works is doing
our best to keep up with the worst of them using cold patch. RMC (the spray patch
company) is scheduled to start patching as soon as the weather warms up a bit.
• Spring road restrictions have been posted and flagged. Our website has been updated
and a map is available for contractors to access the information. This will continue
into April.
• The Hackamore Road street project is out for bid and Staff is working to gather
easements for road widening and utilities. Additionally, staff have been working with
the power company to relocate some lines serving a couple of homes in Medina. Bids
will be opened in mid-April.
• Public Works has been working on the few gravel streets that remain in Medina.
WATER/SEWER/STORMWATER
• Staff will bring forward a recommendation for the sewer connections to
Independence at the Council meeting.
• Public Works has installed over 200 of the radios for the water meter radio upgrade.
We are still waiting for delivery of around 900 more that were pushed back for supply
chain related reasons.
• The media replacement project is moving along at a good pace. Filter #1 is back
online, and the contractor has completed sand blasting filter #2. We anticipate much
faster completion on the second filter and hope to catch up a bit on the original
schedule.
PARKS/TRAILS
• Staff will be working with HAC in the next week to complete the contract for the
2023 baseball season.
MISC
• The annual Water Conservation Report for 2022 was successfully completed and
accepted by the Department of Natural Resources last week.
MEMORANDUM
McCusker – 3844 Linden Dr. E Page 1 of 4 April 11, 2023
Medina Highlands PUD Amendment Planning Commission Meeting
TO: Planning Commission
FROM: Dusty Finke, Planning Director
DATE: April 4, 2023
MEETING: April 11, 2023 Planning Commission
SUBJECT: Joe McCusker – 3844 Linden Dr. E. – Amendment to Medina Highland PUD
– Public Hearing Background
Joe McCusker has requested an amendment to the Medina Highlands Planned Unit Development
(PUD) design standards applicable to only 3844 Linden Dr. E. to allow a deck to be constructed
which extends past the side of the home. The Medina Highlands PUD did not appear to establish
specific setbacks, but instead approved a general plan with a layout of twinhome structures
within the development. Decks were shown upon the General Plan to the rear of all of the units,
not extending beyond the side wall of the homes.
The applicant requests to amend
the standards applicable only to
their property at 3844 Linden Dr.
E. to allow a deck to extend 8-
feet north of the sidewall of the
structure. The applicant requests
this change specifically for their
lot because the lot layout and the
way the home sits on the lot is
unique within the Medina
Highlands neighborhood.
Medina Highlands is located east
of County Road 101, south of
Evergreen Road. The subject site
is located in the northeast portion
of the development. A
stormwater pond is located to the
north with other homes in other
locations. Homes to the east are
within the City of Plymouth.
The location of the proposed
deck is shown in red on the aerial
at the top of the following page.
MEMORANDUM
McCusker – 3844 Linden Dr. E Page 2 of 4 April 11, 2023
Medina Highlands PUD Amendment Planning Commission Meeting
Comprehensive Plan/Zoning/PUD
Information
The subject site is guided Low Density
Residential in the City’s Comprehensive Plan
and is zoned as Planned Unit Development
(PUD). The PUD was approved in 2001.
Ordinance 346, which approved the PUD,
references the General Plan of Development.
The General Plan of Development establishes
the location and layout of the twinhomes
permitted to be constructed within the PUD.
The PUD General Plan identified four-season
porches and decks extending off the back of
each unit. The decks do not extend to the side
of the units further than the side walls of the
homes.
Amendments to a PUD
Section 827.41 of the Code describe the process for reviewing proposed amendments and
modifications from the terms or conditions of a PUD or an alteration in a project. This section
states that review of any amendment would follow the same review procedure as was followed
with respect to the General Plan of Development.
Purpose of PUD
Section 827.25 of the City Code establishes the following purpose for PUDs:
“PUD - Planned Unit Development 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:
Subd. 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.
Subd. 2. Higher standards of site and building design.
Subd. 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.
Subd. 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.
Subd. 5. Maintenance of open space in portions of the development site, preferably
linked to surrounding open space areas, and also enhanced buffering from adjacent
roadways and lower intensity uses.
McCusker – 3844 Linden Dr. E Page 3 of 4 April 11, 2023
Medina Highlands PUD Amendment Planning Commission Meeting
Subd. 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.
Subd. 7. An efficient use of land resulting in smaller networks of utilities and streets
thereby lower development costs and public investments.
Subd. 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.)
Subd. 9. A more desirable and creative environment than might be possible through the
strict application on zoning and subdivision regulations of the City.”
Usually, the City is considering this purpose when determining whether to approve of the
rezoning of a property from the underlying district to a PUD. The Planning Commission and
Council are weighing whether the proposed flexibility of the PUD better meets these and other
objectives of the City than would be achieved through standard zoning.
Staff believes the Purpose of the PUD and objectives of the Comprehensive Plan are relevant
when considering amendments to a PUD as well. Based upon the scale or significance of the
proposed amendment, it may not clearly meet the criteria. In this case, the proposed amendment
is very limited in scope. As such, most of the objectives do not appear relevant for the limited
scale of the amendment.
However, if the Planning Commission and City Council find that an amendment is inconsistent
with these purposes and other City objectives when compared to the unamended PUD, it would
be appropriate to deny the amendment.
Staff has attached relevant excerpts from the Vision, Goals, and Land Use chapters of the
Comprehensive Plan for convenience.
Analysis/Staff Recommendation
The City has a high level of discretion when considering Planned Unit Developments and
amendments to PUDs.
Staff does not believe the proposed amendment to the PUD is inconsistent with objectives of the
Comp Plan nor is it inconsistent with the purpose of the PUD ordinance. Staff believes the scope
of the amendment is so limited that impacts are unlikely to occur.
Staff believes the subject site is uniquely situated within the Medina Highlands PUD. The front
of the other homes within Medina Highlands are perpendicular to the street, but the home on the
subject site is oriented away from the street. The side of the home on the subject site oriented
towards the stormwater pond to the north whereas the sides of other homes in the neighborhood
are oriented toward each other or toward a street (corner lots). The subject site also has the
largest side yard of any lot within the development.
McCusker – 3844 Linden Dr. E Page 4 of 4 April 11, 2023
Medina Highlands PUD Amendment Planning Commission Meeting
Staff recommends approval of the amendment to the PUD subject to the following conditions:
1. A deck shall be permitted to extend a maximum of 8-feet north of the exterior wall of the
dwelling on Lot 3, Block 2.
2. The amendment shall apply only to Lot 3, Block 2, Medina Highlands. Except the
changes noted above, the requirements of the Medina Highlands Planned Unit
Development should remain unchanged and in full force and effect.
3. The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for
the cost of reviewing the amendment to the Planned Unit Development and related
documents.
Potential Action
If, following the public hearing, the Planning Commission finds that the proposed amendment to
the PUD is consistent with City objectives, the following motion could be taken:
Move to recommend approval of amendment to the Medina Highlands PUD to allow a deck
on the side of 3844 Linden Dr. E.
Attachments
1. Comp Plan Information – Residential Land Use
2. Narrative
3. Letter from Medina Highlands HOA
4. Proposed Amendment
Comprehensive Plan Excerpts
Future Land Use Plan Principles
The Future Land Use Plan guides the development of Medina through 2040, and will be used to
implement the City’s goals, strategies and policies. The Plan is guided by the Vision and
Community Goals as furthered by the following principles:
Development Patterns and Neighborhood Form
Encourage open spaces, parks and trails in all neighborhood developments. Surveys
indicate that a high quality of life is found when residents have visual access to green
spaces.
Create neighborhoods with a variety of housing types that are well connected with
roads, trails or sidewalks.
Maintain the integrity of rural neighborhoods and promote development patterns
consistent with existing rural residential development.
Recognize neighborhood characteristics and promote new development compatible in
scale, architectural quality and style with existing neighborhoods.
Stage residential growth to minimize the amount of adjacent developments which occur
within the same time period.
Guide density to areas with proximity to existing infrastructure and future infrastructure availability.
Concentrate higher density development near service oriented businesses to help promote
walkability.
Consider planned development in surrounding communities when making land use decisions in the
City.
Low Density Residential (LDR) identifies residential land uses developed between 2.0 units
per acre and 3.0.units per acre which are served, or are intended to be served, by urban
services. The primary use in this area is single- and two-family residential development.
Residential Uses
Objectives:
1. Require preservation of natural slopes, wetlands, woodlands, and other significant
natural characteristics of the property.
2. Consider exceptions to or modifications of density restrictions for developments that
protect the natural features or exceed other standards of the zoning district. Such
modification shall generally not exceed -10% of the minimum density or +20% of the
maximum density requirement of the relevant land use.
3. Restrict urban development to properties within the sewer service boundary.
4. Regulate land within the Mixed Residential land use to provide opportunities for
residential development with a density in excess of 8 units/acre. Flexibility is
purposefully provided within the land use to support opportunities for a single project
to provide both low- and high- density housing or for multiple developers to partner
on independent projects within a Mixed Residential area.
5. Encourage green building practices such as Leadership in Energy and Environmental
Design (LEED) principles in neighborhood planning and residential building and low
impact development design standards.
6. Regulate the rate and location of development in keeping with availability of public
facilities and the City's stated goals, including the undesignated MUSA and growth
strategies.
7. Restrict commercial and business development to areas designated in this Plan.
8. Protect property within the City's MUSA boundary from development prior to the
provision of urban services that will hinder future division.
9. Create flexible zoning standards that would allow for innovative arrangements of
homes, conservation easements, or other creative land use concepts that preserve the
City's open space and natural features.
10. Promote attractive, well-maintained dwellings on functional, clearly marked roads,
with adequate facilities and open space.
11. Emphasize resident and pedestrian safety.
12. Encourage a controlled mix of densities, housing types, age groups, economic levels,
lot sizes, and living styles that are of appropriate scale and consistent with appropriate
land use, market demands, and development standards.
13. Establish design criteria for platting and developing site plans which will be
compatible with surrounding physical features, existing land uses and the
preservation of ecologically significant natural resources.
14. Establish standards for higher density residential development so that such
development is compatible with surrounding uses. Such standards may include
enclosed parking, green space, landscape buffering and height limitations.
15. Require utilities to be placed underground wherever possible for reasons of aesthetic
enhancement and safety.
16. Plan interconnections between separate developments to encourage shared road use
to reduce costs and minimize the amount of road surface required.
17. Require planning of trails and walkway systems in the early design stages of all new
development so that residential areas are provided safe access to parks and open
space.
18. In urban residential zones with sanitary sewer service permit higher density in
PUD’s in exchange for (1) reduced land coverage by buildings, (2) provision of
more multi-family units; and, (3) sensitive treatment of natural resources.
19. Implement standards for lot sizes and setbacks which recognize the development
characteristics and natural resources of each existing neighborhood.
20. Regulate noise, illumination, and odors as needed to protect residential
neighborhoods and to maintain public health and safety.
March 30, 2023
City of Medina
2052 County Road 24
Medina, MN 55340
Dear Dusty,
Thank you for considering our PUD change at 3844 Linden Drive E. We are requesting a change to allow
for an 8' extension from the side wall of the home. When we bought the home in 2022, we did not
notice the reverse slope of the deck at that time. That being said, since we may need to potentially
remove the whole deck, we thought we should extend it, also. The design coming off of the sidewall is
unique in our development but the request is due to the unique positioning of our home on the lot and
within the development. Additionally, there is a right of way near the back of our home which limits
building towards the rear of the home and development.
This adjustment allows us additional room to enjoy outside time with our family more comfortably. We
worked with a professional builder to design and were careful to not impose on any of our neighbors’
sight lines or become an eyesore from the road or for any neighbors. Our homeowners association has
approved our request.
We appreciate your thoughtful consideration of this request and change. If there are any questions or
concerns we can address, please let us know.
Joe McCusker
March 7, 2023
Dusty Finke
Planning Director
City of Medina
Dusty –
The Board of Directors of the Medina Highlands Homeowners Association (MHHOA) met last
night and approved support of the PUD modification for 3844 Linden Drive East (McCusker)
subject to:
• Our reaffirmation that the Developer intended and the original PUD mandated a design
layout where no decks protrude further than the front “sidewall” due to privacy and the
visual sightlines of the fronts of the homes.
• Recognition that this lot (3844 Linden Drive East) represents a very unique situation
with no immediate neighbor near the “front” of this home and very little room for
expansion to the rear due to a drainage easement. Also no sightlines visible from the
street.
• The support of this PUD modification does not in any way imply support for any future
similar PUD modification request.
• McCusker will pay all costs related to this.
The current PUD and local zoning have served us all well so we are not requesting any changes!
As you know our MHHOA board has an architectural control process for all external
modifications that meet the city codes and PUD guidelines.
If you have any questions please feel free to contact me.
Regards,
Alan Grundei
Medina Highlands Homeowners Association
Ordinance No. ### 1
DATE
CITY OF MEDINA
ORDINANCE NO. ###
AN ORDINANCE AMENDING THE MEDINA HIGHLANDS
PLANNED UNIT DEVELOPMENT DISTRICT
RELATED TO 3844 LINDEN DR E
THE CITY COUNCIL OF MEDINA, MINNESOTA ORDAINS AS FOLLOWS:
Section 1. Recitals; Findings.
A. On September 4, 2001, the city council of the City of Medina adopted Ordinance
No. 346, approving the General Plan of Development for Medina Highlands and
rezoning certain land described therein to Planned Unit Development.
B. Property located at 3844 Linden Drive E., which is legally described as Lot 3, Block
2, Medina Highlands, Hennepin County, Minnesota (the “Property”), is located
within the Medina Highlands Planned Unit Development district (the “PUD”) and is
subject to the design and development standards established in Ordinance No. 346.
C. The approved design standards for the PUD provide that decks may be constructed
to the rear of the residential dwellings and that such decks shall not extend beyond
the side walls of the dwellings.
D. The City of Medina has received a request from the owner of the Property to amend
the standards of the PUD only as they relate to the configuration of a proposed deck
on the Property.
E. The request is compatible with the standards, purposes and intent of the city’s PUD
ordinance, is consistent with the goals of the Comprehensive Plan, it will not have a
negative impact on the neighborhood in which it is located, and it provides for
adequate internal site organization.
Section 2. Deck Configuration for Lot 3, Block 2. The standards of the Medina
Highlands Planned Unit Development district are hereby amended only as they pertain to the
Property described above (Lot 3, Block 2, Medina Highlands) as follows: A deck shall be
permitted to extend a maximum of 8-feet north of the exterior wall of the dwelling as displayed
in Exhibit A, attached hereto.
Section 3. Except to the extent explicitly modified in Section 2 above, all other aspects
of the PUD remain unchanged and in full force and effect, including the provisions contained in
Ordinance No. 346. This amendment only affects Lot 3, Block 2, Medina Highlands, Hennepin
County, Minnesota.
Section 4. A copy of this Ordinance and the updated map shall be kept on file at the
Medina City Hall.
Section 5. This Ordinance shall be effective upon its passage and publication.
Ordinance No. ### 2
DATE
Adopted by the Medina City Council this _____ day of _________, 2023.
CITY OF MEDINA
By:
Kathleen Martin, Mayor
Attest:
By:
Caitlyn Walker, City Clerk
Published in the Crow River News on this day the _____ of ________, 2023.
Ordinance No. ### 3
DATE
EXHIBIT A
Site Plan Displaying Amended Deck Configuration for Lot 3, Block 2
Meander Boardwalk and Park Page 1 of 4 January 10, 2023
PUD General Plan/Pre-Plat Planning Commission Meeting
TO: Planning Commission
FROM: Dusty Finke, Planning Director
DATE: April 4, 2023
MEETING: April 11, 2023 Planning Commission
SUBJECT: Medina Ventures – Medina Park and Boardwalk -
1472 Highway 55 (PID 0211823330003) – PUD General Plan Adjustment
Summary of Request
On January 17, 2023, the Medina City Council granted conditional
approval of a preliminary plat and rezoning ordinance for the
Meander Park and Boardwalk Planned Unit Development and
general plan.
The applicant has requested final approval which is now under
review by the City. During preparation of final plans, a discrepancy
of 0.9 feet was found in the location of the subject property’s eastern
property line. The surveyor found the eastern property line to be
0.9’ further to the west than shown on preliminary plans.
The applicant has requested to construct the improvements in the
same location as conditionally approved, although the setback to the
eastern property line would be 0.9’ less than previously described.
The primary effect of the request is that the shared driveway north of
Meander Road is proposed to be 4.1’ from the eastern property line
(instead of 5’ as previously assumed) and the parking lot south of
Meander Road is proposed 9.1’ from the eastern property line (instead of 10’ as previously
assumed).
The PUD Ordinance has technically not become effective at this time. One of the provisions of
the ordinance was that it would not take effect until after final approval of Meander Park and
Boardwalk.
Although the difference is only a foot, staff believed it was appropriate to seek Planning
Commission feedback because the eastern setback was the smallest proposed setback. The CH
district would generally require a 10-foot setback for parking and the driveway ordinance
generally requires a 5-foot setback.
Flexibility can be provided to these standards through the PUD process, if the City determined
that that PUD meets the objectives of the PUD ordinance. If the Planning Commission and
Council do not support allowing the reduction of setback, the applicant would need to adjust the
plans to shift the parking lot and shared driveway to the west by a foot.
Proposed Uses: Event Venue
14 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 4 January 10, 2023
PUD General Plan/Pre-Plat 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.
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.
Meander Boardwalk and Park Page 3 of 4 January 10, 2023
PUD General Plan/Pre-Plat Planning Commission Meeting
5. Maintenance of open space in portions of the
development site, preferably linked to surrounding
open space areas, and also 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.
Meander Boardwalk and Park Page 4 of 4 January 10, 2023
PUD General Plan/Pre-Plat Planning Commission Meeting
The PUD approval would remain valid if the Planning Commission and Council were supportive
of proceeding without shifting the improvements to account for the discrepancy. However, the
applicant would need to adjust the location of the improvements by a foot.
Staff believes it would be appropriate for the Planning Commission and Council to consider
whether they would have supported the PUD n the first place if these factors would have been
known (4’ setback from shared driveway on the north and 9’ setback for parking on the south).
Comment Received
The City received one comment in response to the public hearing notice, which is attached for
reference. The comment raised concerns about the broader development rather than the specific
question about the setback from the eastern property line.
Review Criteria
The City has a high level of discretion when reviewing a PUD because it is a rezoning, which is
a legislative action. A PUD should only be approved if it achieves the purposes of the PUD
district, the Comprehensive Plan, and other City policies.
The PUD process allows flexibility to the general zoning standards to result in a more desirable
development than would be expected through strict adherence to the requirements, which in this
case are the CH and R1 or R2 requirements. The process provides flexibility which is ultimately
at the discretion of the City. Such flexibility often cuts in both directions, certain aspects of the
development may not meet the general standards while other exceed minimum standards. The
flexibility provides the opportunity for collaboration in site design because the City can request
adjustments which may be seen as preferred, but would not be required under general standards.
Potential Actions
Staff recommends that the Planning Commission provide feedback on whether they recommend
that the applicant adjust the plans to account for the accurate property line location or if the
Commission supports the approving the plans as originally contemplated despite the eastern
property line being one-foot closer. The Commission can make one of the following motions:
a) Move to recommend that the PUD General Plan be approved without shifting
improvements in relation to the accurate location of the eastern property line; or
b) Move to recommend that the construction plans be updated to shift improvements to the
west in relation to the accurate location of the eastern property line.
Attachments
1. Applicant description of change
2. Comment received
3. Excerpts from Final Plans
4. Architectural information
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: April 5, 2023
Subject: East Perimeter Setback PUD Flexibility – Meander Park & Boardwalk
East Perimeter Setback PUD Flexibility Request
On behalf of the Meander Park & Boardwalk project’s developer, Medina Ventures, LLC, we are
asking for Planned Unit Development (PUD) Flexibility for parking and driveway setbacks along the
east perimeter of the property, involving both the north and south development parcels.
During PUD and Preliminary Plat approval the project’s existing conditions and property lines were
based on the SkySurv survey, however during our current Final Plat submittal application, SRF
Consulting Group provided Final Plat development and discovered discrepancies in the layout of
the property lines to the Title Commitment. In summary, the property lines and plat must match
the Title Commitment, and there was about one foot difference on the east perimeter between the
previous and current correct property line layout, resulting in a reduction of property to the original
PUD layout for both the north and south parcel development.
The development layout is limited and after review, it was our discovery that moving the pavement
one foot caused undesired reductions in other key areas and felt that a setback reduction was more
desirable, thus we are respectfully asking for a setback reduction flexibility as stated below. We have
also included Exhibit A, B, and C to graphically show the area in question.
North Parcel (Residential)
The private common driveway along the east perimeter was originally approved with a typical
residential 5-foot setback between the residential pavement edge and the property line. The correct
property line has now reduced this distance to a range of 4.07-foot to 4.38-foot, so we are asking for
a 4-foot minimum setback in this area and keeping this area as originally designed. Moving this
common driveway to accommodate the 5’ setback further reduces the landscape and residential
driveways, primarily at Unit 3 and Unit 4. Also, the adjacent property is currently a 60’ wide parcel
for an existing gravel driveway for two farmsteads and will most likely be developed as a future
driveway, landscape, or trail. Thus, adjacent residential lots would not occur, and the one-foot
reduction would hardly be noticed for the existing and future development of this parcel. In
addition, specific narrow ornamental grass is being proposed in this area that would accommodate
this 4-foot-wide landscape bed. It is our perspective that the setback reduction along the east
property is better suited than between the drive and residential units.
Dusty Finke – Planning Director April 5, 2023
East Perimeter Setback Flexibility Request – Meander Park & Boardwalk Page 2
North Parcel (Commercial)
The parking lot along the east perimeter was originally approved with a typical commercial 10-foot
setback between the commercial parking lot face-of-curb and the property line. The correct
property line has now reduced this distance to a range of about 9.09-foot, so we are asking for a 9-
foot minimum setback in this area and keeping this area as originally designed. Moving this parking
row to accommodate the 10’ setback further reduces the interior parking islands and landscaping.
Also, the adjacent property is currently a 60’ wide parcel for a previous gravel driveway for two
farmsteads but is unused at this time and will most likely be developed as a future trail or a portion
of the corridor to be sold to Medina Ventures, LLC. Thus, adjacent commercial development is
unlikely to occur at this edge, and the one-foot reduction would hardly be noticed for the existing
and future development of this parcel. In addition, specific narrower ornamental trees and sod are
being proposed in this area that would accommodate this approximate 9-foot wide landscape bed.
It is our perspective that the setback reduction along the east property is better suited than reducing
the more noticeable landscape islands.
End of Memo
H:\Projects\15000\15295.01\_Sent\City Medina\230405_CityMedina-
SetbackRequest\Memo_SRF_EastSetback_Meander_2023-04-05.docx
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RIM: 991.71
(RIM:991.42 PER PLAN)
INV(N): 969.82 (PER PLAN)
INV(S): 969.72 (PER PLAN)
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(RIM:1000.07 PER PLAN)
INV(N): 971.37 (PER PLAN)
INV(S): 971.27 (PER PLAN)
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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
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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.
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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
229 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'
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LIMITS OF STREET
IMPROVEMENTS
EX.
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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
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LIMITS
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SERVICE
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24.0'
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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
FUTURE
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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
13
6
.
2
'
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
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EXISTING GRAVEL
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE
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UNIT 1
RES
UNIT 3
DAY CARE
7,500 SF
RES
UNIT 2
RES
UNIT 4
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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
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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
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5
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B
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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
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50.0'
60.0'
70
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R28'
R28'
43.7'
45
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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
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
RES
UNIT 2
RES
UNIT 4
T
G
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
F/O(UG)
F/O(UG)
F/O(UG)F/O(UG)
|
|
|
|
|
|
|
|
|
G
G
G
G
G
G
G
(3) KARL FOERSTER FEATHER REED GRASS
(113) KARL FOERSTER FEATHER REED GRASS
(9) KARL FOERSTER FEATHER REED GRASS
(16) PRAIRIE DROPSEED
(16) PRAIRIE DROPSEED
(18) PRAIRIE DROPSEED
(16) PRAIRIE DROPSEED
(15) ALPINE CURRANT
(15) ALPINE CURRANT
(15) ALPINE CURRANT
(16) ALPINE CURRANT
PRIVATE DRIVE
ANT
TTPE
D
C
E(OH)
E(OH)
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
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
)
PIV
FDC
FDC
(20) MAY NIGHT SAGE
(48) GOLDSTRUM BLACK-EYED SUSAN
(25) MAY NIGHT SAGE
(3) STELLA SUPREME DAYLILY
(6) KARL FOERSTER FEATHER REED GRASS
(41) STELLA SUPREME DAYLILY
(11) STELLA SUPREME DAYLILY
(12) KARL FOERSTER FEATHER REED GRASS
(9) STELLA SUPREME DAYLILY
(19) STELLA SUPREME DAYLILY
(20) KARL FOERSTER FEATHER REED GRASS
(23) STELLA SUPREME DAYLILY
(26) STELLA SUPREME DAYLILY
(12) KARL FOERSTER FEATHER REED GRASS
(14) STELLA SUPREME DAYLILY
(19) PRAIRIE DROPSEED
(23) ANTHONY WATERER SPIREA
(20) GOLDSTRUM BLACK-EYED SUSAN
(21) MAY NIGHT SAGE
(7) KARL FOERSTER FEATHER REED GRASS
(13) ANTHONY WATERER SPIREA
(6) ANTHONY WATERER SPIREA
(21) STELLA SUPREME DAYLILY
OERSTER
EED GRASS
(2) HOLMSTRUP ARBORVITAE
(7) ANTHONY WATERER SPIREA
(4) MINT JULEP JUNIPER
(10) ANTHONY WATERER SPIREA
(22) MAY NIGHT SAGE
N
LANDSCAPE
ENLARGEMENT PLAN
L1.4
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
M
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A
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D
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R
P
A
R
K
&
BO
A
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D
W
A
L
K
D
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L
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P
M
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N
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14
7
2
S
T
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E
H
I
G
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W
A
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5
5
,
M
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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
SOUTH PARCEL LANDSCAPE ENLARGEMENT PLAN 21
L1.4
NORTH PARCEL LANDSCAPE ENLARGEMENT PLAN1
L1.4
N
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER
METAL LANDSCAPE EDGER APPROXIMATELY
4' FROM EDGE OF PRIVATE DRIVE
SHREDDED HARDWOOD MULCH
UNDER DECKS (4" DEPTH, TYP)
SHREDDED HARDWOOD MULCH
UNDER DECKS (4" DEPTH, TYP)
SPLIT RAIL FENCE. SOD
EDGE 1' OFF FENCE.
DAY CARE
RESTAURANT
1
Dusty Finke
From:Vinay Bhatia <vinbha@yahoo.com>
Sent:Thursday, April 6, 2023 12:00 PM
To:Dusty Finke
Subject:Meander Park and Boardway
Hi,
I am wri ng to express my concerns to the proposed Meander Park and Boardwalk development project, specifically the
four‐residence housing unit project planned for the area just behind my home at 4101 Cavanaugh Dr.
As a long me resident of this neighborhood, I have always enjoyed the beau ful view from my home. However, I believe
that this development project will have a nega ve impact on this view, as well as on the quality of life for myself and my
neighbors.
The proposed housing project will significantly reduce the open space and greenery in the area. Addi onally, the
increased traffic and noise that will come with the new development will detract from the peaceful and quiet
atmosphere that we have all come to appreciate and enjoy.
Furthermore, I am concerned about the poten al impact on property values in the area. The proposed development
could cause a decline in home values in the surrounding neighborhoods, including my own.
Considering these concerns, I urge you to reconsider the proposed housing project and to explore alternative options
that would preserve the natural beauty of the area while still meeting the needs of the community. I strongly believe
that it is possible to balance the needs of development with the protection of the environment and the well‐being of
residents.
Thank you for considering my concerns to this proposed development project. I look forward to hearing from you
regarding any updates or changes to the plans.
Sincerely,
Vinay Bhatia.
4101 Cavanaugh Dr Medina, MN 55340
GSOC
GOPHER STATE ONE CALL (GSOC)
STATE LAW REQUIRES CONTRACTOR TO CONTACT AND PROVIDE NOTICE
TO THE NOTIFICATION CENTER BEFORE BEGINNING ANY EXCAVATION.
(REFER TO MINNESOTA STATE STATUTE CHAPTER 216D FOR DETAILS)
E-TICKET:WWW.GSOCSUBMIT.ORG
BY PHONE:
EMERGENCY TICKETS:866-640-3637
TWIN CITIES METRO:651-454-0002
GREATER MN AREA:800-252-1166
NATIONALLY:811
DESCRIPTION
TITLE SHEET
EXISTING CONDITIONS & REMOVALS PLAN
SITE PLAN
SITE PLAN - MEANDER ROAD ALIGNMENT AND PROFILE
SITE PLAN - TRUCK CIRCULATION
PAVING PLAN
GRADING, DRAINAGE, AND EROSION CONTROL PLAN
SWPPP PLAN
UTILITY PLAN
CIVIL DETAILS
TREE PRESERVATION PLAN
LANDSCAPE PLAN
LANDSCAPE DETAILS
LANDSCAPE DETAILS - BOARDWALK AND DECK
SHEET NO.
C0.0
C1.0 - C1.2
C2.0 - C2.2
C2.3
C2.4
C3.0 - C3.2
C4.0 - C4.4
C4.5-C4.6
C5.0 - C5.4
C6.0-C6.17
T1.0-T1.2
L1.0-L1.5
L2.0
L2.1-L2.2
SHEET INDEX
MEANDER PARK &
BOARDWALK DEVELOPMENT
MEDINA, MN
100% DESIGN DEVELOPMENT
PROJECT LOCATION
VICINITY MAP
(NO SCALE)
PROJECT LOCATION
CONTACT NAME | PHONE NUMBER | EMAIL
NOTE:
DEVELOPER
CHRIS PEDERSON - MANAGER
MEDINA VENTURES, LLC
4130 FESCUE DRIVE
MEDINA, MN 55340
PH: 608-217-6330
EMAIL: madmrchristopher@gmail.com
CIVIL ENGINEER / LANDSCAPE ARCHITECT / SURVEYOR
PAUL SCHROEDER - PROJECT MANAGER
SRF CONSULTING GROUP, INC.
3701 WAYZATA BOULEVARD, SUITE 100
MINNEAPOLIS, MN 55416
PH: 763-249-6796
EMAIL: pschroeder@srfconsulting.com
CONTACT NAME | PHONE NUMBER | EMAIL
TITLE SHEET
C0.0
BENCHMARK
SW CORNER OF SEC 2, T118N, R23W
N: 194782.799
E: 453467.220
ELEV: 995.55
HORIZONTAL DATUM: NAD83(2011)
VERTICAL DATUM: NAVD88
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
M
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D
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&
BO
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A
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14
7
2
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A
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5
5
,
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,
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
HIGHW
A
Y
5
5
MEANDER ROAD
(1" =200')
VICINITY AERIAL
AR
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CA
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A
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A
U
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PROJECT SITE NORTH
PROJECT SITE SOUTH
MBMBMBMB
TR
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*
7
8
TR
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*
6
TR
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*
5
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*
4
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*
3
TR
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*
2
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3
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*
1
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>>
>>>>>>
>>>>>>
>>>>>>
S
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F
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EO
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-
E(
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)
E(
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E(OH)
E(OH)
E(OH)
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
F/O(UG)
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
|
|
|
|
|
|
|
|
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|
|
|
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>>
>>
G
G
F/
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(
U
G
)
F/
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(
U
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)
F/
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(
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)
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(
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)
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(
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)
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
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(PER P
L
A
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)
12
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P
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(
P
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)
99
699
5
99
4
99
3
992
99199098
998
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
98
8
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
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985
984
983
982
98
5
98
4
98
3
98
4
98
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X
X
XXX
X
X
X XX
X
XXX
XXXXXX
XXXXX
XXXX
XX
X X XXXXXXXXXXXXXXXXXXXX XX XX XXX XXX X
X
XX
X
N
EXISTING CONDITIONS AND SITE REMOVALS NOTES
1.EXISTING PROPERTY AND CONDITIONS ARE 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 AND UPDATED PROPERTY LINES ARE PROVIDED BY SRF
CONSULTING, SUMMER OF 2022 AND WINTER OF 2023. PROJECT BEARINGS ARE BASED ON HORIZONTAL DATUM NAD83(2011) AND VERTICAL DATUM NAV88.
SRF PROJECT BENCHMARK IS LOCATED AT: SW CORNER OF SECTION 2, T118N, R23W, N: 194782.799, E: 453467.220, ELEVATION 995.550.
2.CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION, AND NOTIFYING THE CIVIL ENGINEER AND
OWNER IMMEDIATELY OF ANY DISCREPANCIES. THIS INCLUDES, BUT NOT LIMITED TO, TOPOGRAPHY, ELEVATIONS, UTILITIES, VEGETATION, AND OTHER RELATED
ITEMS.
3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. THE CONTRACTOR SHALL SUBMIT A TICKET FOR PUBLIC UTILITY LOCATES 48 HOURS
PRIOR TO ANY GRADING, EXCAVATION, OR UTILITY WORK THROUGH "GOPHER STATE ONE CALL" (GSOC) AT WWW.GSOCSUBMIT.ORG, OR CALLING 811, ALONG
WITH ANY FOLLOW-UP TO MISSING INFORMATION. THE CONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE PRIVATE UTILITIES IN THE
CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
4.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS
AND IMPROVEMENTS. SEE EROSION CONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND RELATED DOCUMENTS.
5.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO
REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, REPAIRING, OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION
HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL.
PROVIDE SAWCUT AT PAVEMENT EDGE REMOVAL. PROVIDE SMOOTH TRANSITION OF ANY REMOVAL OR IMPROVEMENTS AT DISTURBANCE EDGE. HAUL AND
DISPOSE OF ALL REMOVAL ITEMS OFF-SITE.
6.CONTRACTOR SHALL DEMOLISH AND REMOVE ALL ITEMS ILLUSTRATED ON THE PLANS AND OTHER ITEMS, AS NECESSARY FOR THE PROJECT AND RELATED
IMPROVEMENTS. THIS INCLUDES ITEMS SUCH AS BUILDINGS, ACCESSORY STRUCTURES, FOUNDATIONS, PAVEMENTS, DEBRIS, VEGETATION, SUBSURFACE ITEMS
(UTILITIES), UNDESIRED SOIL, AND OTHER RELATED ITEMS. VERIFY ALL SOIL CORRECTIONS WITH GEOTECH REPORT AND RECOMMENDATIONS, UNLESS NOTED
OTHERWISE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE.
7.CONTRACTOR SHALL REMOVE, REPAIR AND/OR RELOCATE EXISTING PRIVATE OR PUBLIC UTILITIES AS NECESSARY, WHETHER STATED ON THE PLANS OR NOT,
INCLUDING ANY RELATED PERMITS AND FEES. CONTRACTOR TO COORDINATE AND RECEIVE APPROVAL FOR ACTIVITIES WITH OWNER AND UTILITY COMPANIES
BEFORE STARTING WORK.
8.CLEAR, GRUB, AND REMOVE ALL TREES AND VEGETATION WITHIN THE CONSTRUCTION LIMITS, OR AS NOTED. STRIP TOPSOIL, STOCKPILE, AND REDISTRIBUTE PER
GRADING PLAN.
9.TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN, OR AS ILLUSTRATED, WITHIN LIMITS OF DISTURBANCE PRIOR TO THE
START OF CONSTRUCTION AND MAINTAINED THROUGHOUT THE PROJECT. NO DETRIMENTAL CONDITIONS TO OCCUR AT TREE PRESERVATION AREAS, SUCH AS
STORAGE OF EQUIPMENT/MATERIALS, CHEMICAL WASH, OR EXCAVATION.
10.CONTRACTOR SHALL PROVIDE ALL STAGING AND TEMPORARY TRAFFIC CONTROL FOR THE PROJECT, AS APPROVED BY THE OWNER AND GOVERNING AGENCY.
PROVIDE MINIMAL DISRUPTION TO ADJACENT PROPERTIES AND STREETS, OR AS DIRECTED BY PROPERTY OWNER.
11.CONTRACTOR SHALL PROVIDE TEMPORARY CONDITIONS, SUCH AS CONSTRUCTION TRAILER, TEMPORARY FENCING, AND OTHER SECURITY MEASURES FOR THE
LENGTH OF THE ENTIRE PROJECT.
12.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE.
13.FOR ANY SALVAGE AND/OR REINSTALL ITEMS, CONTRACTOR TO PROVIDE ALL WORK RELATED TO RE-LOCATION (TEMP AND PERMANENT), STORAGE, AND
PROTECTION.
EXISTING CONDITIONS
/ REMOVALS PLAN
OVERALL
C1.0
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
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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
21" CSP STM CULVERT
21" CSP STM CULVERT
21" CSP STM CULVERT
21" APRON
INV: 981.30
21" APRON
INV: 981.40
21" APRON
INV: 981.81
21" APRON
INV: 981.68
21" APRON
INV: 981.75
21" APRON
INV: 981.64
SEE SHEETS C1.1 AND
C1.2 FOR ADDITIONAL
REMOVALS
EXISTING CONDITIONS / REMOVAL LEGEND
PROPERTY LINE
EXISTING TOPOGRAPHY TO REMAIN
(GRAY/FADED LINEWORK, TYP.)
ITEMS TO BE REMOVED
(BLACK LINEWORK, TYP.)
REMOVE BITUMINOUS PAVEMENT
REMOVE AGGREGATE SURFACE
CLEAR AND GRUB (TREE) AREA
CLEAR AND GRUB (TREE)
TREE PROTECTION
REMOVE CURB AND GUTTER
LIMITS OF DISTURBANCE
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FULL DEPTH SAWCUT
(FULL WIDTH OF REMOVAL)
FULL DEPTH SAWCUT
(FULL WIDTH OF REMOVAL)
HW
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5
5
EXISTINGWETLAND LINE
EXISTING WETLAND LINE
CAVANAUGH DRIVE
EXISTING GRAVEL PRIVATE DRIVE
RES
UNIT 1
RES
UNIT 3
DAY CARE
7,500 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
PLAY
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PLAY AREA
EVENT VENUE
15,577 SF
PLUS 7,033 SF
BASEMENT
(STORAGE / DATA
CENTER) PLUS
14 LODGING UNITS
(2ND/3RD FLOORS)
RETAIL
9,510 SF
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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:802,799 S.F. (18.429 AC), PER SURVEY BOUNDARY
442,152 S.F. (10.150 AC) = NORTH PARCEL
360,647 S.F. (8.279 AC) = SOUTH PARCEL
DEVELOPABLE PROPERTY AREA:317,556 S.F. (7.290 AC) = 39.6%
(EXCLUDING WETLAND)70,214 S.F. (1.612 AC) = 15.9% NORTH PARCEL
247,342 S.F. (5.678 AC) = 68.6% SOUTH PARCEL
DEVELOPABLE PROPERTY AREA:317,556 S.F. (7.290 AC) = 39.6%
(EXCLUDING WETLAND & WETLAND UPLAND BUFFER)52,322 S.F. (1.201 AC) = 11.8% NORTH PARCEL
204,459 S.F. (4.693 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):15,577 S.F. (FIRST LEVEL) PLUS 7,033 S.F. BASEMENT
SOUTH EVENT VENUE (BLOCK 2, LOT 1):14 LODGING UNITS (2ND AND 3RD FLOORS)
SOUTH DAY CARE (BLOCK 2, LOT 2):7,500 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:5.6% (45,315 / 802,799)
BUILDING SETBACKS:PER PUD
PROJECT IMPERVIOUS SURFACE - EXISTING:31,363 S.F., INCLUDING STREET / TRAIL IMPROVEMENTS
PROJECT IMPERVIOUS SURFACE - PROPOSED:202,990 S.F., INCLUDING STREET / TRAIL IMPROVEMENTS
PROJECT IMPERVIOUS SURFACE - INCREASE:171,627 S.F., 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:229 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):5,019 S.F. (5.67%) FOR 88,508 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.
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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
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
229 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
FUTURE
FREESTANDING
DEVELOPMENT
SIGN 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
41,955 SF
378,289 SF
3,908 SF
442,152 SF
0.103 ACRES
0.103 ACRES
0.103 ACRES
0.103 ACRES
0.96 ACRES
8.68 ACRES
0.090 ACRES
10.150 ACRES
PROPOSED PLAT NAME: MEANDER
PROPOSED PARCEL INFO:
PROPOSED PROPERTY
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
116,613 SF
29,585 SF
36,655 SF
40,830 SF
134,013 SF
2,678 SF
360,374 SF
2.677 ACRES
0.679 ACRES
0.841 ACRES
0.938 ACRES
3.077 ACRES
0.061 ACRES
8.273 ACRES
MEANDER - PLAT SUMMARY - SOUTH
LEGAL DESCRIPTION AREA ACRES
WETLAND BUFFER PRINCIPAL SETBACK
(MIN.15')
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EXISTING GRAVEL PRIVATE DRIVE
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PRIVATE DRIVE
RES
UNIT 1
RES
UNIT 3
DAY CARE
7,500 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
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EVENT VENUE
15,577 SF
PLUS 7,033 SF
BASEMENT
(STORAGE / DATA
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(2ND/3RD FLOORS)
RETAIL
9,510 SF
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98
5
987
990992993992 99199
0
990
997
998
999
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
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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
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CAVANAUGH DRIVE
EXISTING GRAVEL PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
TR
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7
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RES
UNIT 1
RES
UNIT 3
DAY CARE
7,500 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
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PLAY AREA
EVENT VENUE
15,577 SF
PLUS 7,033 SF
BASEMENT
(STORAGE / DATA
CENTER) PLUS
14 LODGING UNITS
(2ND/3RD FLOORS)
RETAIL
9,510 SF
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F/O(UG)
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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
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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
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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
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5
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CAVANAUGH DRIVE
EXISTING GRAVEL PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
TR
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7
8
TR
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*
2
8
TR
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*
2
9
TR
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3
3
TR
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6
2
TR
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6
1
TR
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0
TR
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5
9
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RES
UNIT 1
RES
UNIT 3
DAY CARE
7,500 SF
RES
UNIT 2
RES
UNIT 4
RESTAURANT
4,952 SF
PLAY
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PLAY AREA
EVENT VENUE
15,577 SF
PLUS 7,033 SF
BASEMENT
(STORAGE / DATA
CENTER) PLUS
14 LODGING UNITS
(2ND/3RD FLOORS)
RETAIL
9,510 SF
T
TT
T
S
G
G
L
G
L
-
PE
D
C
TF
O
B
+
TF
O
B
TF
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TF
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E(
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E(OH)
E(OH)
E(OH)
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
F/O(UG)
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
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>
>>
>>
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
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 7
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 8
ACER X FREEMANII 'JEFFERSRED'AUTUMN BLAZE® FREEMAN MAPLE 2.5" CAL.B&B SINGLE, STRAIGHT LEADER 10
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 3
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 17
ORNAMENTAL TREE COMMON NAME SIZE CONTAINER REMARKS QTY
MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE 2" CAL.B&B SINGLE, STRAIGHT LEADER 12
MALUS X 'PINK SPIRES'PINK SPIRES CRABAPPLE 2" CAL.B&B SINGLE, STRAIGHT LEADER 13
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.39
JUNIPERUS CHINENSIS 'MINT JULEP'MINT JULEP JUNIPER #5 CONT.PLANT 5` O.C.15
RIBES ALPINUM ALPINE CURRANT #5 CONT.PLANT 4` O.C.64
SPIRAEA X BUMALDA 'ANTHONY WATERER'ANTHONY WATERER SPIREA #5 CONT.PLANT 4` O.C.86
THUJA OCCIDENTALIS 'HOLMSTRUP'HOLMSTRUP ARBORVITAE #5 CONT.PLANT 5` O.C.7
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.287
HEMEROCALLIS X `STELLA SUPREME`STELLA SUPREME DAYLILY #1 CONT.PLANT 18" O.C.517
NEPETA X `WALKER`S LOW`WALKER`S LOW CATMINT #1 CONT.PLANT 24" O.C.117
RUDBECKIA FULGIDA `GOLDSTURM`GOLDSTRUM BLACK-EYED SUSAN #1 CONT.PLANT 18" O.C.118
SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SAGE #1 CONT.PLANT 18" O.C.112
SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.PLANT 24" O.C.85
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
M
E
A
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A
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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
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
7,500 SF
RESTAURANT
4,952 SF
PLAY
A
R
E
A
PL
A
Y
A
R
E
A
PLAY AREA
EVENT VENUE
15,577 SF
PLUS 7,033 SF
BASEMENT
(STORAGE / DATA
CENTER) PLUS
14 LODGING UNITS
(2ND/3RD FLOORS)
RETAIL
9,510 SF
T
TT
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
-
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P
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)
E(
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)
E(
U
G
)
E(
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)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)F/O(UG)F/O(UG)
>
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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
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)
F/
O
(
U
G
)
F/
O
(
U
G
)
S S
PIV
PIV
PIV
PIV
FD
C
FDC
FDC
(7) BLACK HILLS SPRUCE
(3) 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
(4) PINK SPIRES CRABAPPLE
(3) SPRING SNOW CRAB APPLE
(10) AUTUMN BLAZE®
FREEMAN MAPLE
(8) DISCOVERY ELM
(9) DISCOVERY ELM
(3) NORTHERN ACCLAIM HONEYLOCUST
(2) GOLDEN WEEPING WILLOW
(8) GOLDEN WEEPING WILLOW
(8) ARMSTRONG FREEMAN MAPLE
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
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
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H
I
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H
W
A
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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
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 = 2,435
·1 SHADE TREE PER 50 LF LOT PERIMETER = 49 REQUIRED
·1 ORNAMENTAL TREE PER 100 LF LOT PERIMETER = 25 REQUIRED
·1 SHRUB PER 30 LF LOT PERIMETER = 82 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 = 62
·PROPOSED ORNAMENTAL TREE = 25
·TOTAL NUMBER OF PROPOSED TREES = EXISTING TREES TO BE SAVED +
PROPOSED TREES = 98 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
TR
E
E
*
7
8
RES
UNIT 1
RES
UNIT 3
DAY CARE
7,500 SF
RES
UNIT 2
RES
UNIT 4
PLAY
A
R
E
A
PL
A
Y
A
R
E
A
PLAY AREA
T
G
G
L
G
L
-
TF
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B
+
TF
O
B
TF
O
B
TF
O
B
TF
O
B
-
UN
P
/
W
A
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E
R
V
A
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V
E
M
A
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K
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R
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H
-
E(
U
G
)
E(
U
G
)
E(
U
G
)
E(
U
G
)
E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)E(OH)
E(O
H
)
F/O(UG)F/O(UG)
>
>>>>>
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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
(3) NORTHERN ACCLAIM HONEYLOCUST
(8) ARMSTRONG FREEMAN MAPLE
PRIVATE DRIVE
M
E
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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
M
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&
BO
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M
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14
7
2
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E
H
I
G
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A
Y
5
5
,
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I
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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
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.
RETAIL
9,600 SF
RESTAURANT
5,000 SF
DAYCARE
7,500 SF
LEVEL 1&2 LODGING
9,100 SF
MAIN LEVEL VENUE
14,400
BASEMENT
6,800 SF
231 TOT
A
L
P
A
R
K
I
N
G
S
P
A
C
E
S
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
BOAR
D
W
A
L
K
BOARDWALK
PLAZA
GROTTO
POND
MEANDER ROAD
DE
C
K
PLAY AREA
WET
L
A
N
D
D
E
L
I
N
I
A
T
I
O
N
HWY 55
CO
U
R
T
Y
A
R
D
NOTE: REFER TO CIVIL FOR SITE PLAN.
LANDSCAPE FEATURE
\//\
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
04
/
0
3
/
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
1
Re
v
i
s
i
o
n
1
Da
t
e
1
UP
BASEMENT
TRASH
ELEVATOR
LOADING DOCK
EARTH
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: 1/8" 1'-0"
A100
VE
N
U
E
B
A
S
E
M
E
N
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F
L
O
O
R
P
L
A
N
04
/
0
3
/
2
3
Co
n
c
e
p
t
1/8" 1'-0"1 VENUE BASEMENT LEVEL PLAN
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
BASEMENT ROOM SCHEDULE
Name Area
BASEMENT 6,495 SF
ELEVATOR 120 SF
BATHROOM 89 SF
BATHROOM 89 SF
6,794 SF
NOTE: REFER TO CIVIL FOR SITE PLAN.
DN
UP
CONSERVATORY
BALLROOM
SUITE
LOUNGE
SUITE
RETAIL
TRASH
OPEN TO BELOW
OPEN TO BELOW
BOARDWALK PLAZA
BOARDWALK
LOUNGE PLAZA
GROTTO
BOARDWALK
MAIN ENTRY
PLAZA
DROP OFF
COURTYARD
MENS
ELEVATOR
WOMENS
MENS
WOMENS
KITCHEN
HALL
COATS
ELEV LOBBY
HALL
RECEPTION
ENTRY
STAIR
STAIR
ENTRY
RECEPTION
HALL
COATS
\//\
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
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N
L
E
V
E
L
F
L
O
O
R
P
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A
N
04
/
0
3
/
2
3
Co
n
c
e
p
t
1/8" 1'-0"1 VENUE MAIN LEVEL PLAN
No
.
De
s
c
r
i
p
t
i
o
n
Da
t
e
MAIN LEVEL ROOM SCHEDULE
Name Area
BALLROOM 4,635 SF
CONSERVATORY 3,383 SF
KITCHEN 1,122 SF
LOUNGE 1,033 SF
HALL 516 SF
SUITE 344 SF
ENTRY 340 SF
SUITE 317 SF
HALL 300 SF
ENTRY 264 SF
MENS 243 SF
WOMENS 243 SF
ELEV LOBBY 230 SF
STAIR 197 SF
STAIR 196 SF
MENS 168 SF
COATS 164 SF
WOMENS 155 SF
COATS 122 SF
ELEVATOR 120 SF
RECEPTION 118 SF
HALL 115 SF
RECEPTION 91 SF
14,417 SF
NOTE: REFER TO CIVIL FOR SITE PLAN.
DN
UP
DN
UP
DN
DNDN
ROOM 4 ROOM 8
ROOM 9
ROOM 3
ROOM 2
ROOM 1
ROOM 5
ROOM 7
ROOM 6
HALLWAY
STAIR
ELEVATOR
STAIR
SUITE 1
SUITE 2
ROOM 4
ELEVATOR
HALL
ROOM 3
STAIR
STAIR
ROOM 5
ROOF
BALCONY
BALCONY
\//\
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
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A
N
S
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 LODGING LEVEL 1
1/8" 1'-0"2 LODING LEVEL2
LEVEL 1 ROOM SCHEDULE
Name Area
ELEVATOR 120 SF
HALLWAY 427 SF
ROOM 1 427 SF
ROOM 2 479 SF
ROOM 3 497 SF
ROOM 4 497 SF
ROOM 5 785 SF
ROOM 6 626 SF
ROOM 7 349 SF
ROOM 8 336 SF
ROOM 9 753 SF
STAIR 195 SF
STAIR 197 SF
5,687 SF
LEVEL 2 ROOM SCHEDULE
Name Area
SUITE 1 917 SF
SUITE 2 947 SF
ROOM 3 581 SF
ROOM 4 304 SF
ROOM 5 353 SF
HALL 426 SF
ELEVATOR 120 SF
STAIR 197 SF
STAIR 194 SF
4,038 SF
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
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R
C
I
A
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F
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N
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04
/
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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
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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
GROUND0' - 0"
LEVEL 2
24' - 6"
BASEMENT
-9' - 0"
ROOF
36' - 6"
LEVEL 113' - 0"
VERT. GAP WD.
VERT. BOARD FORMED CONC.
BRICK
TILE
MTL.
PLANTERS
MTL.
GROUND0' - 0"
LEVEL 224' - 6"
BASEMENT-9' - 0"
ROOF36' - 6"
LEVEL 1
13' - 0"
PLANTERS
MTL.
MTL.
BRICK
TILE
GROUND
0' - 0"
LEVEL 2
24' - 6"
ROOF36' - 6"
LEVEL 113' - 0"
TILE
BRICK
TILE
MTL.
STONE
MTL.
VERT. GAP WD.
VERT BOARD FORMED CONC.
GROUND0' - 0"
LEVEL 224' - 6"
BASEMENT-9' - 0"
ROOF36' - 6"
LEVEL 1
13' - 0"
VERT. GAP WD.
VERT. BOARD FORMED CONC.
VERT BOARD
FORMED CONC.PLANTERS
BRICK
TILE
MTL.
\//\
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
04
/
0
3
/
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"
ROOF14' - 0"
2' -
0
"
2' -
0
"
ROOF17' - 0"
7' -
0
"
CONC.VERT. WD.
VERT. BOARD
FORMED CONC.
CORTEN STL.HORIZ. WD.VERT. BOARD FORMED CONC.
CORTEN STL.
HORIZ. WD.METAL
2' -
0
"
ROOF17' - 0"
2' -
0
"
2' -
0
"
2' -
0
"
7' -
0
"
ROOF14' - 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
ROOF27' - 0"
STONE
HORIZ. WD.
METAL
ROOF27' - 0"
7' -
0
"
VERT. BOARD
FORMED CONC.
HORZ. WD.
STONE.
METAL ROOF
HORZ. WD.
CONC.
CONC.
VERT. WD.
VERT. BOARD FORMED CONC.MTL.
2' -
0
"
CORTEN STL.
VERT. BOARD FORMED CONC.MTL.
STONE
HORIZ. WD.
METAL
\//\
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
04
/
0
3
/
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
GROUND0' - 0"
LEVEL 224' - 6"
BASEMENT-9' - 0"
ROOF36' - 6"
LEVEL 1
13' - 0"
VERT. GAP WD.
VERT. BOARD FORMED CONC.
BRICK
TILE
MTL.
MTL.
GROUND
0' - 0"
LEVEL 2
24' - 6"
BASEMENT-9' - 0"
ROOF36' - 6"
LEVEL 113' - 0"
MTL.
MTL.
BRICK
TILE
GROUND0' - 0"
LEVEL 2
24' - 6"
ROOF
36' - 6"
LEVEL 113' - 0"
TILE
BRICK
TILE
MTL.
STONE
MTL.
VERT. GAP WD.
GROUND
0' - 0"
LEVEL 224' - 6"
BASEMENT-9' - 0"
ROOF36' - 6"
LEVEL 113' - 0"
VERT. GAP WD.
VERT. BOARD FORMED CONC.
BRICK
TILE
MTL.
\//\
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"
A203
VE
N
U
E
E
L
E
V
A
T
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MAIN LEVEL
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SOFFIT
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T.O. ROOF
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\//\
VILLAMIL ARCHITECTURE
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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
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