HomeMy Public PortalAbout03-08-2022 Planning Commission Packet POSTED AT CITY HALL: March 4, 2022
PLANNING COMMISSION AGENDA
TUESDAY, MARCH 8, 2022
7:00 P.M.
Meeting to be held telephonically/electronically
pursuant to Minn. Stat. Sec. 13D.021
Call-in Information: 612-517-3122 (Conference ID: 512 276 066#)
Electronic access (via Microsoft Teams): link available at https://medinamn.us/pc
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 – Weston Woods of Medina – Planned Unit
Development and Plat Amendment – Mark and Kathleen Smith – east of
Mohawk Dr, north of Hwy 55
7. McDonald’s – Conditional Use Permit to modify and expand drive
through service – 822 Highway 55 (PID 1111823140020).
8. Land Acquisition – PID 03-118-23-24-0002
9. Approval of February 8, 2022 Planning Commission Minutes
10. Adjourn
Planning Department Update Page 1 of 2 March 1, 2022
City Council Meeting
TO: Mayor Martin and Members of the City Council
FROM: Dusty Finke, Planning Director
DATE: February 24, 2022
MEETING: March 1, 2022 City Council
Land Use Application Review
A) Marsh Pointe Preserve Preliminary Plat – 4250-4292 Arrowhead Drive – BPS Properties has
requested Preliminary Plat approval for a 30-lot subdivision east of Arrowhead Drive south of
Bridgewater. The City previously reviewed a concept plan for the project. The Council
reviewed on February 2 and directed staff to prepare approval documents, which staff intends to
present at the March 1 meeting.
B) Abraham Accessory Dwelling Unit CUP – 3003 Hamel Road – Chad and MT Abraham have
requested a CUP for a guest home to be constructed along with their new home at 3003 Hamel
Road. The Planning Commission held a public hearing at the February 8 meeting and
unanimously recommended approval. Staff intends to present to the Council on March 1.
C) Deng Septic Variance – 2472 Parkview Drive – Jet Deng has requested a variance to
reconstruct and expand an existing septic drainfield in its existing location. Staff has scheduled
a public hearing for the March 1 City Council meeting.
D) Cates Ranch/Willow Drive Warehouse Industrial – Comprehensive Plan Amendment and
Environmental Assessment Worksheet – Oppidan has requested review of an EAW and a
Comprehensive Plan Amendment for a warehouse/industrial development east of Willow Drive,
north of Chippewa Road. The Planning Commission held a public hearing on January 11 and
voted 4-3 to recommend approval of the Comprehensive Plan amendment. The comment period
has ended and staff is preparing findings for the EAW. Staff is tentatively planning to present
the EAW at the March 1 meeting and the Comp Plan Amendment at the March 15 meeting.
E) Prairie Creek Final Plat – Stelter Enterprises has requested final plat approval for a 17-lot villa
subdivision at 500 Hamel Road. Staff is conducting preliminary review and will present to the
City Council when complete, potentially at the March 15 meeting.
F) Hamel Townhomes Pre Plat and Site Plan Review – Hamel Townhomes LLC has requested
preliminary plat and site plan review approval for a 30-unit townhome development at 342
Hamel Road. Staff is conducting preliminary review and will schedule for a public hearing
when complete.
G) Loram/Scannell Environmental Assessment Worksheet (EAW) – 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 authorized release of the EAW for comment on February 2. The comment period will
expire on March 17 and staff will present draft findings after the deadline.
H) 744 Aster Road Easement Vacation – Balaji Venkatasubranian has requested to vacate the
southern two feet of a 20-foot wide drainage and utility easement running through the rear
yard of 744 Aster Road. The Council adopted a resolution approving the vacation at the
February 15 City Council meeting. The project will be closed
MEMORANDUM
Planning Department Update Page 2 of 2 March 1, 2022
City Council Meeting
I) 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.
J) Meander Boardwalk and Park PUD Concept Plan – south of Meander Road, west of
Cavanaugh Drive – Medina Ventures has requested review of a PUD Concept Plan for a
commercial development. The concept shows a day care facility (7,500 s.f.), a venue
(concerts/weddings/educational), and approximately 12,000-15,000 s.f. commercial space. The
Planning Commission held a public hearing on January 11, provided comments, and was
generally supportive of the concept. The City Council provided comments at the February 2
meeting. The project will now be closed and staff will await a formal application.
K) BAPS Site Plan Review – 1400 Hamel Road – Bochasanwasi Shri Akshar Purushottam
Swaminarayan Sanstha (BAPS), Minneapolis, has requested Site Plan Review for construction
of a place of assembly. The Planning Commission reviewed at the September 14 meeting and
recommended approval. The City Council reviewed on October 5, October 19, and November 3
meeting. The applicant updated plans to be consistent with the recently adopted interim
ordinance pertaining to rooftop elements. The Council adopted a resolution for approval at the
November 16 meeting. The applicant has indicated that they will likely not begin construction
until spring.
L) Life-Style Auto Condo – South of Hwy 55, west of Pioneer – SH Ventures has requested
review of a PUD Concept Plan for development of 12 buildings with approximately 258,000
square feet of space for privately owned garage condos. The Planning Commission held a
public hearing and provided comments at the October 12 meeting. Most Commissioners
generally did not believe the proposal was consistent with the objectives of FDA land use of the
Comp Plan. The Council reviewed at the November 16 Council meeting and provided
comments. The applicant has requested that the City Council remain open, as they are
considering potential updates to their Concept Plan.
M) Adam’s Pest Control Site Plan Review, Pre Plat, Rezoning – Pioneer Trail Preserve – These
projects have been preliminarily approved and the City is awaiting final plat application.
N) Caribou Cabin-Pinto Retail, Baker Park Townhomes, Johnson ADU CUP, Hamel Brewery,
St. Peter and Paul Cemetery – The City Council has adopted resolutions approving these
projects, and staff is assisting the applicants with the conditions of approval in order to complete
the projects.
O) Weston Woods, Hamel Haven subdivision – These subdivisions have received final approval.
Staff is working with the applicants on the conditions of approval before the plat is recorded.
Other Projects
A) Rooftop Elements Moratorium – Staff began researching regulations in other communities and
reviewing existing rooftop elements within the City. The Planning Commission recommended
approval of the ordinance at the January 11 meeting and the City Council discussed on January
18 and February 15. Staff intends to present the ordinance for potential adoption on March 1.
B) Uptown Hamel RFP – staff prepared a draft RFP for consideration for the City Council at the
March 1 meeting. The RFP would solicit for a consultant to prepare a market study,
redevelopment feasibility, and action plan to support development and improvement in Uptown
Hamel.
TO: Honorable Mayor and City Council
FROM: Jason Nelson, Director of Public Safety
DATE: February 25, 2022
RE: Department Updates
The past two weeks things have slowed down somewhat at the police department. We are still
working on year-end reporting and dealing with data requests in reference to the trespassing complaint
investigation at Hennepin County Public Works Facility. We continue to get additional data requests
and have been working with Kennedy and Graven on those requests to ensure that we are in
compliance with state law.
It appears we have made it through another spike of COVID and things are sharply declining. We
have had officers, as like many of you, that were impacted either by getting infected themselves or
having family members getting it. We are very thankful that they were very short-term illnesses and
absences from work. Everyone has stepped up and answered the challenges that have been asked of
them so that there were no interruptions in our service levels to the community.
Last week we held our annual drug task force luncheon. Thank you to Councilmembers Albers and
Deslauriers and City Administrator Johnson for attending. This is an annual luncheon where officers
are recognized for the great work they do in front of some elected officials. This past year was another
record breaking for our task force. I cannot give them enough credit for all they do to reduce drugs
and crime from our communities. I look forward to sharing with you in the annual report a recap of
what they have accomplished and highlighting all their statistics.
This past week we conducted our annual use of force training. This is something that is required by
our licensing board. Sergeant Boecker is our use of force instructor and does a great job making sure
that all the mandates are covered.
Patrol:
The following are updates from Patrol Officers between February 9, 2022 and February 22, 2022:
Officers issued 11 citations and 14 warnings for various traffic offenses, responded to 2 property
damage accidents, 10 medicals, 3 suspicious calls, 3 traffic complaints, 4 assists to other agencies, and
6 business/residential alarms.
On 02/09/2022 Officers were called to an assault at Casey’s General Store, 700 block of Highway 55.
Officers learned a customer had prepaid for fuel but was having issues with the pumps not pumping
gas. The customer eventually asked for a refund which the employee said she could not do at the time.
Customer then asked for a receipt to show she was going to be refunded and employee refused this as
well. The customer became irate and knocked a store display off the counter and walked out of the
store. The store employee then walked out after her and attacked the customer, striking her several
times before another customer broke the two of them up. The customer was cited for disorderly
conduct. The employee was arrested for assault and booked and released at our Police Department.
On 02/11/2022 Officer was dispatched to a civil matter in the 300 block of Sunnyridge Lane, Loretto.
Resident reported loaning her car to a friend who she had not known very long. The friend was
supposed to return the car later that day but had failed to do so. Attempts to contact the person were
unsuccessful. Officer eventually made contact with the party who said he would return the car later in
the day. The following day the vehicle was still not returned. Attempts to contact the person were
unsuccessful. The next day officers stopped by the residence to follow up and learned the car had
been returned overnight at some point without the owner being notified. No charges are pending in
this case.
On 02/12/2022 Officer was dispatched to a report of an unconscious female in the 700 block of Lilium
Trail. Upon arrival the officer learned the female was not conscious and feeling like the room was
spinning. North Ambulance arrived to evaluate the patient.
On 02/14/2022 Officer took a fraud report by phone. Resident reported that someone had opened up a
Verizon account in their name and they had received a bill from Verizon for the fraudulent account.
The resident reported Verizon needed a police report number to open up a fraud investigation but
suspected that the account would be canceled and not expected to be responsible for any of the
charges.
On 02/15/2022 Officer was notified of an abandoned vehicle parked at the gas pumps of the Casey’s
for more than a week. Officers were unable to make contact with the owner of the vehicle and the
store was advised the vehicle was on private property and they could have it towed on their own.
On 02/16/2022 business contacted our department after finding a small vial containing a white
powdery substance in a common area. The substance was found to test positive as being cocaine. It is
not expected that the owner of the cocaine will call to report losing it so it will be marked for disposal.
On 02/16/2022 Officer responded to take a theft report from a construction trailer at the
Automotorplex. It was learned that a company who did some painting on one of the buildings
reported tools missing from one of their trailers and possibly saw another company using some of their
stolen tools. Case was forwarded to investigations for follow-up.
On 02/16/2022 Officer was dispatched to a possible deceased dog in the area of County Road 24 and
Hickory Drive. Upon arrival the officer determined that the deceased animal was a raccoon. The
deceased animal was removed from the roadway.
On 02/17/2022 Officers were dispatched to a vehicle in the ditch in the area of County Road 19 and
Hamel Road. The 911 caller also reported that they believed the driver to be intoxicated. Upon arrival
officers found a male sitting in the driver’s seat with his head down. Officers were eventually able to
get the attention of the male who showed indications of being intoxicated. The male was arrested for
suspicion of DWI. The driver later refused to submit to a breath test. He was transported to Hennepin
County Jail.
On 02/19/2022 Officer took a theft report by phone. Resident reported hiring a moving company to
deliver a bed. Resident reported receiving a fraud alert on their American Express card and found a
card to be missing from a nightstand in the room that the bed had been delivered to. The case was
forwarded to investigations for follow up.
Investigations:
Received a report where an employee from a moving company stole a credit card and attempted to use
the card for more than $800. The suspect was identified and later admitted to the theft and attempted
use of the card. The case was submitted for charging.
A suspect from a theft ($35,000 worth of tools) in June of 2021 was located this week and a warrant
was obtained for a DNA sample to compare against the sample that was submitted to the Hennepin
County Crime Lab. Investigation ongoing.
Received a report of a theft from a construction site sometime between September and October of
2021. An investigation has been started and is ongoing.
There are currently 17 cases assigned to investigations.
1
TO: Honorable Mayor and City Council
FROM: Steve Scherer, Public Works Director
DATE February 24, 2022
MEETING: March 1, 2022
SUBJECT Public Works Update
STREETS
• There has been just one snow event since the last update. Plowing went well with
no incidents.
• The road material bids have been sent out for the 2022 construction season. We
are expecting increases on almost all items.
• It’s still cold, but spring road restrictions are right around the corner. We’re
reviewing maps to document any updates.
WATER/SEWER/STORMWATER
• I am working to obtain quotes for the replacement of approximately 1300 water
meter radio boxes. This is a large expense that we planned and budgeted for. In
addition to the radios, the VGB drive-by reader and laptop will be replaced
because our current reader is no longer being supported and can only read older
radios. I plan to order meters next week in a single purchase to save up to $20.00
per unit.
• The treatment plant expansion feasibility report is almost finalized and will be
included in the March 15th packet for review.
• We completed our Risk and Resilience Plan as required by the EPA. I’m proud of
the work and thoughtfulness put into establishing a great working document that
The City will now reference in the event of an emergency with our water system -
or any emergency that may arise. Distribution of this document is selective to
protect the sensitive information, so will not be reviewed in a public environment.
• Most of Public Works Staff will be attending the annual Minnesota Rural Water
Association conference the first week of March to attend classes and earn the
required certification credits for water and sewer. Lisa is here to answer phones,
and Jack and Jeff will handle any matters that come up.
• Numerous loads of compost material have been removed from our compost site to
make room for the machine to begin brush grinding next week.
MEMORANDUM
2
PARKS/TRAILS
• RFPs went out, and the deadline for lawn and grounds maintenance on city
properties is March 2nd . Historically we’ve entered into a two-year agreement
with the sub-contractor.
• A purchase agreement for the parkland acquisition on Chippewa Road is in the
hands of the seller and I expect to have it signed soon.
• We received an application from Mr Will Gunter for the open park commission
seat. The interview panel included the Park Commission Chair and Secretary, the
City Council Liaison, and members of Staff. The panel unanimously
recommends appointing Mr Gunter to the Park Commission (on your consent
agenda).
• Public Works has been cleaning up dead trees in Hariots Woods (Enclave) as a
continuation of our clearing and reforestation efforts.
PERSONNEL
• We received three applications for the Public Works Maintenance position and
will be conducting interviews in the upcoming week.
MISC
• Cleanup Day is on the calendar for Saturday April 30, 2022. Lisa has started the
process of coordinating services for the event. In March we will evaluate the
status of the pandemic and make a recommendation to Council on whether the
event should open back up to include food.
• A weed control and fertilization contract is enclosed in your packet.
Weston Woods Page 1 of 6 March 8, 2022
PUD and Plat Amendment Planning Commission Meeting
TO: Planning Commission
FROM: Dusty Finke, Planning Director
DATE: March 3, 2022
MEETING: March 8, 2022 Planning Commission
SUBJECT: Weston Woods – Mark and Kathleen Smith – Amended PUD and Plat -
East of Mohawk Dr., North of Hwy 55
Summary of Request
Mark and Kathleen Smith have requested an amendment to the Planned Unit Development
(PUD) and Plat for Weston Woods of Medina. The applicant proposes the following primary
changes:
1) Change 10 twin-home lots to 9 detached villa
lots in NE portion of site (reduction of one lot)
2) Widen single-family lots throughout southern
portion of site (reduction of two lots)
3) Allow option for one single-family lot to be
used for community pool
4) Amend certain lot standards
The City Council granted approval of
the PUD in January 2021 and Final Plat
approval in October 2021. These
approvals would still be in place if the
City does not approve the amendments
to the PUD. The approvals were
subject to a series of requirements and
conditions which are not significantly
affected by the proposed changes.
Information on the review of the
previously approved application is
available upon request.
Comprehensive Plan
Most of the subject property (45 net
acres) was reguided to Low Density
Residential (LDR) in 2020, requiring
residential density of 2-3 units/net acre.
The proposed amendment would change
the density from 2.62 units/net acre to
Prev.
approved
Proposed
Attached townhomes 32 32
Twinhomes 76 66
Detached Villas 0 9
Single-family 42 40
Total Lots 150 147
MEMORANDUM
Weston Woods Page 2 of 6 March 8, 2022
PUD and Plat Amendment Planning Commission Meeting
2.56 units/net acre. A smaller 4.7 net acre area in the east central portion of the site is guided
Medium Density Residential (MDR) and planned for attached townhomes. No amendments are
proposed to that portion of the PUD and plat at this time.
Proposed Amendment – Villahome Lots
The applicant proposes to plat 9 detached villa lots in the northeast portion of the site rather than
10 twinhome lots previously approved. The applicant proposes the following lot standards for
the villahome lots, which are compared to the underlying R2 zoning district:
R2 Proposed Villahomes
Minimum Lot Size 8,000 s.f. 6,000 s.f. (>9,000 s.f. w/ open space behind
units)
Minimum Lot Width 60 feet 60 feet
Minimum Lot Depth 90 feet 1000 feet
Front Yard Setback 25 feet 25’ to curb (equiv. to 13’ to right-of-way)
Front Yard Setback (garage) 25 feet 25’ to curb (equiv. to 13’ to right-of-way)
Side Yard Setback (combined) 15 feet (10/5) 15 feet (7.5/7.5)
Side Yard (corner) 25 feet 25 feet
Rear Yard Setback 25 feet 25 feet
Max. Hardcover 50% 70% of platted lot; < 50% if including
boulevard and open space behind lots
While the table above compares the proposed villahomes to the R2 district standards, staff
believes it is important to compare the proposed lots to the Twinhome standards as well. If the
City were not to approved the amendment, these lots would remain Twinhome Lots under the
approved PUD. The Twinhome standards are described in the next section.
Proposed Amendment – Twinhome Lots
The applicant requests to amend the PUD to reduce the minimum required setback between
Twinhome buildings from 30 feet to 25 feet. Below are approved standards for the Twinhome
Lots with the proposed change highlighted.
Twinhomes Lots
Minimum Lot Size 3,948 s.f. (>5,000 s.f. including open space between lots)
Minimum Lot Width 42 feet
Minimum Lot Depth 90 feet
Front Yard Setback 25’ to curb (equiv. to 13’ to right-of-way)
Front Yard Setback (garage) 25’ to curb (equiv. to 13’ to right-of-way)
Side Yard Setback 30 feet between buildings {25’ proposed}
Side Yard (corner) 25 feet
Rear Yard Setback 15 feet
Max. Hardcover 70% of platted lot; (<50% if including boulevard and open space
between buildings
The proposed distance between buildings is equivalent to the minimum setbacks of the R1
district and exceed the minimum setbacks of the R2 district. Staff does not oppose the
amendment.
Weston Woods Page 3 of 6 March 8, 2022
PUD and Plat Amendment Planning Commission Meeting
Proposed Amendment – Single-Family Lots
The applicant proposes to increase the width and lot area of many of the single-family lots in the
southern portion of the site from what was shown on the approved plat. The lots would still
occupy the same overall footprint on the site. Because larger lots are proposed within the same
area, the change would result in a net reduction of two lots.
The applicant does not propose to amend the minimum lot width or lot size of the PUD. Since
these are minimum standards, the lots can be platted to exceed the standards by a larger degree.
The applicant does propose one alteration to the lot standards of Single-Family lots. The
applicant proposes to increase the maximum hardcover permitted on the lots from 40% to 45%.
The lot standards of the Single-Family Lots within the PUD are described below compared to the
requirements of either the R1 or R2 district. The proposed amendment is highlighted.
R1 R2 Proposed
Single Family
Minimum Lot Size 11,000 s.f. 8,000 s.f. 9,000 s.f.
Minimum Lot Width 90 feet 60 feet 70 feet
Minimum Lot Depth 100 feet 90 feet 130 feet
Front Yard Setback 25 feet 25 feet 25 feet
Front Yard Setback (garage) 30 feet 30 feet 30 feet
Side Yard Setback (combined) 25 feet (15&10) 15 feet (10&5) 20 feet (10 & 10)
Side Yard (corner) 25 feet 25 feet 25 feet
Rear Yard Setback 30 feet 25 feet 30 feet
Collector Road Setback 40 feet 40 feet 40 feet
Max. Hardcover 40% 50% 40% {45% proposed}
The proposed PUD standards commonly fall between the requirements of the R1 and R2 district.
The proposed amendment would similarly split the difference between the City’s standard
districts. The applicant requests this additional hardcover to allow flexibility for sport courts,
patios, swimming pools, and similar improvements. Staff does not oppose the proposed
amendment, which seems consistent with the standards which fall between the R1 and R2
districts.
Proposed Amendment – Allow Community Pool
The applicant requests language within the PUD which would explicitly allow one of the single-
family lots to be used for a community pool and amenity space. The applicant requests the
flexibility to decide in the future whether to construct the pool or to build a home on the lot. The
layout of the lot would remain the same. The applicant has identified either Lot 1, Block 1 or
Lot 5, Block 6 as a potential location. These lots are located just south of Chippewa Road, either
east or west of Hillside Drive and are circled in blue on the site plan on page 1. Staff supports
allowing this flexibility. The pool and any structure would be subject to the same setbacks as
homes on the Single-Family Lots. Staff believes it may be advisable to consider widening
Hillside Drive adjacent to these lots by a few feet to accommodate more common parking,
especially with the location near the intersection with Chippewa Road.
Weston Woods Page 4 of 6 March 8, 2022
PUD and Plat Amendment Planning Commission Meeting
Review Criteria
The City has a high level of discretion when considering requests for PUD, and similarly has a
high level of discretion when considering proposed 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.
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.”
When the City is considering the initial rezoning to a PUD, 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.
When considering proposed amendments to a PUD, staff believes it is appropriate to consider the
Purpose of the PUD and objectives of the Comprehensive Plan. However, it is appropriate to
approach the calculation differently. If the City does not approve of the amendment, the
previously approved PUD would still be in place.
Weston Woods Page 5 of 6 March 8, 2022
PUD and Plat Amendment Planning Commission Meeting
Based upon the scale or significance of the proposed amendment, it may not clearly meet the
criteria but still be acceptable. On the other hand, 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 may 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.
Preliminary Plat Criteria
The City generally has a lower level of discretion on review of the preliminary plat, but in this
case the plat is contingent upon approval of the PUD. If the PUD is approved, review of the
preliminary plat is guided by Subd. 10 of Section 820.21:
In the case of all subdivisions, the City shall deny approval of a preliminary or final
plat if one or a combination of the following finding are made:
(a) That the proposed subdivision is in conflict with the general and specific plans of the city, or
that the proposed subdivision is premature, as defined in Section 820.28.
(b) That the physical characteristics of this site, including but not limited to topography,
vegetation, soils, susceptibility to flooding, water storage, drainage and retention, are such
that the site is not suitable for the type of development or use contemplated.
(c) That the site is not physically suitable for the proposed density of development or does not
meet minimum lot size standards.
(d) That the design of the subdivision or the proposed improvements are likely to cause
substantial environmental damage.
(e) That the design of the subdivision or the type of improvements are likely to cause serious
public health problems.
(f) That the design of the subdivision or the type of improvements will conflict with public or
private streets, easements or right-of-way.
Staff does not believe the reduction of three lots and proposed amendments to the plat change
any of the findings for the plat from what was previously decided when approving the original
version of the plat.
Potential Action
The proposed amendments to the previously approved PUD are:
1) Create 9 Villahome Lots in place of 10 Twinhome Lots (and create standards for the lots)
2) Increase width and size of Single Family Lots (resulting in reduction of 2 lots)
3) Add explicit allowance for one Single-Family Lot to be used for community pool
4) Reduce minimum distance between Twinhome buildings from 30 feet to 25 feet
5) Increase maximum hardcover on Single-Family Lots from 40% to 45%
Staff believes it is reasonable to find that the proposed amendments are acceptable within the
context of the previously approved PUD. Staff does not believe the proposed amendments to the
PUD and plat significantly change the conditions attached to the final plat which was previously
approved, unless the Planning Commission recommends widening the street adjacent to the
potential community pool site for more space for parking.
Weston Woods Page 6 of 6 March 8, 2022
PUD and Plat Amendment Planning Commission Meeting
If the Planning Commission concurs that the amendment is not inconsistent with the purpose of
the PUD ordinance, objectives of the Comp Plan, and findings of the subdivision ordinance, the
following motion could be made:
Move to recommend approval of the amendment to the Weston Woods PUD and Plat.
Attachments
1. Comp Plan Info
2. PUD Ordinance with proposed amendments
3. Applicant narrative
4. Updated Plat
5. Updated Plans
Excerpts from Comprehensive Plan
Community Vision
The following statement provides a vision of the community for the future and the resultant
goals and strategies.
Medina is a community united by a common goal: to sustain and enhance the quality of life of its
residents. Medina will protect its significant natural resources and open space throughout the City,
while honoring its rural heritage and fostering safe and well-designed neighborhoods, places of recreation
and destinations for citizens to gather. Development within the City will be commensurate with available
transportation systems, municipal services and school capacity.
Community Goals
The following Community Goals are derived from the Vision Statement and inform objectives
and strategies throughout the various aspects of the Comprehensive Plan.
• Preserve rural vistas, open spaces, and wetlands in all parts of the community to
promote the rural character of Medina.
• Protect and enhance the environment and natural resources throughout the community.
• Encourage and incent innovative and environmentally friendly approaches to planning,
engineering and development.
• Expand urban services only as necessary to accommodate regionally forecasted
residential growth, desired business opportunities and achievement of other
Community Goals. Such development and growth shall be at a sustainable pace
proportionate with capacity of schools and transportation, water supply and wastewater
infrastructure available to the City.
• Spread development so that it is not geographically concentrated during particular
timeframes.
• Promote public and private gathering places and civic events that serve the entire
community.
• Preserve and expand trails and parks to provide community recreational facilities,
connect neighborhoods, and encourage healthy lifestyles of its residents.
• Provide opportunities for a diversity of housing at a range of costs to support residents
at all stages of their lives.
• Encourage an attractive, vibrant business community that complements the residential
areas of the City.
• Maintain its commitment to public safety through support of the City’s police
department and coordinate with its contracted volunteer fire departments.
• Manage the City through prudent budgeting processes, retaining a skilled and efficient
staff and long-range planning and financial management.
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.
Road Patterns
• Recognize regional highway capacity and planned improvements, along with use
forecasts, as major factors in planning for growth and land use changes.
• Establish collector streets with good connections through the community’s growth
areas.
• Promote trails and sidewalk access near roads and thoroughfares to encourage multi-
modal transportation choices.
• Consider opportunities to improve north-south travel within the City.
Open Spaces and Natural Resources
• Preserve natural resources throughout the community and provide educational
opportunities to residents to help them understand the value of natural areas.
• Preserve open spaces and natural resources.
• Protect wooded areas and encourage improvement of existing resources and
reforestation. Evaluate existing woodland protections and supplement as necessary.
• Support the guidelines identified in the Open Space Report to preserve the City’s
natural systems.
Business Districts and Commercial Areas
• Focus service businesses and development near urban residential densities and along
primary transportation corridors.
• Provide connections between residents and commercial areas and promote businesses
within mixed-use areas.
• Work to create job opportunities in the community for Medina residents to reduce
traffic and commuting demands.
• Emphasize service and retail uses which serve the needs of the local community and
provide opportunities for the community to gather.
• Support business development with a corporate campus style which provides
open spaces and protects natural resources.
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.
Ordinance No. 667___ 1
January 5, 2021___________ __, 2022
CITY OF MEDINA
ORDINANCE NO. 667___
AN ORDINANCE ESTABLISHING A PLANNED UNIT DEVELOPMENT DISTRICT
FOR “WESTON WOODS OF MEDINA”
AND AMENDING THE OFFICIAL ZONING MAP
THE CITY COUNCIL OF MEDINA, MINNESOTA ORDAINS AS FOLLOWS:
Section 1. The City of Medina received a request to change the zoning classification of
the property legally described in Exhibit A (the “Property”) to Planned Unit Development.
Based on the written and oral record before the Planning Commission and City Council during
review of the request as well as all additional testimony submitted to the City, the City Council
has found that the proposed rezoning of the Property to Planned Unit Development is consistent
with the Comprehensive Plan and serves the purpose of the Planned Unit Development district.
Section 2. The Property is hereby rezoned to PUD, Planned Unit Development. The
location of the zoning amendment is depicted on the map in Exhibit B, attached hereto.
Section 3. The Weston Woods of Medina Planned Unit Development General Plan is
hereby approved.
A. All entitlements, including but not limited to, allowed uses, density, dimensional
standards, setbacks and development standards established within this PUD
District are hereby set forth by the Weston Woods General Plan dated 12/4/2020,
which are incorporated herein by reference, except as may be modified by this
ordinance or Resolution 2021-03.
B. Any standards not specifically addressed by this Ordinance shall be subject to the
requirements set forth by the City of Medina Zoning Ordinance, including the
Single- and Two-Family Residential (“R2”) and Mid-Density Residential (“R3”)
zoning districts and other relevant standards.
C. The lots within the Property shall be classified as “Single Family,” “Twinhome,”
“Villahome” or “Rowhome” as described in Exhibit B and shall be subject to the
relevant standards described herein.
Section 4. Allowed Uses. The allowed uses within the PUD District shall be as follows:
A. Single Family Lots. The permitted, conditional, and accessory uses shall be
those described in the R2 zoning district. A community pool shall allowed on a
single family lot within the PUD.
B. Twinhome Lots. The permitted, conditional, and accessory uses shall be those
described in the R2 zoning district, except that Accessory Dwelling Units shall
not be permitted.
Ordinance No. 667___ 2
January 5, 2021___________ __, 2022
C. Villahome Lots. The permitted, conditional, and accessory uses shall be those
described in the R2 zoning district, except that Accessory Dwelling Units shall
not be permitted.
C.D. Rowhome Lots.
i. The following shall be permitted uses within the Rowhome Lots:
a. Townhouse Dwellings, provided no structure contains more than six
dwelling units
b. Parks and Open Space
c. Essential Services
ii. There shall be no conditional uses permitted within the Rowhome Lots
iii. The accessory uses shall be those described in the R3 zoning district.
Section 5. Lot Standards.
A. The Single Family Lots shall be subject to the requirements of the R2 zoning district
except as explicitly described below.
i. Minimum lot size: 9,000 square feet
ii. Minimum lot width: 70 feet
iii. Minimum lot depth: 130 feet
iv. Minimum front yard setback: 25 feet, except garage doors facing the street
shall be setback a minimum of 30 feet
v. Minimum side yard setback: 10 feet
vi. Minimum rear yard setback: 30 feet. The rear yard setback may be reduced
to 20 feet if abutting a preserved open space or common area, but may not be
reduced if abutting public park property.
vii. Minimum Collector Roadway setback: 40 feet
viii. Maximum impervious surface coverage: 4045%
B. The Twinhome Lots shall be subject to the requirements of the R2 zoning district
except as explicitly described below.
i. Minimum lot size: 3,948 square feet
ii. Minimum lot width: 42 feet
iii. Minimum lot depth: 90 feet
iv. Minimum front yard setback: 25 feet to back of curb
v. Minimum distance between buildings: 3025 feet. Bay windows, balconies,
eaves, overhangs, canopies and other ornamental features not affixed to the
ground may extend into this setback, provided they do not extend a distance
greater than three feet from the structure.
vi. Minimum side yard setback: 5 feet, except the side yard setback shall be
reduced to zero for the common wall between two dwelling units. Bay
windows, balconies, eaves, overhangs, canopies and other ornamental features
not affixed to the ground may extend into this setback.
vii. Minimum rear yard setback: 15 feet
viii. Minimum Collector Roadway setback: 40 feet
ix. Maximum impervious surface coverage: 70%
Ordinance No. 667___ 3
January 5, 2021___________ __, 2022
C. The Villahome Lots shall be subject to the requirements of the R2 zoning district
except as explicitly described below.
i. Minimum lot size: 6,000 square feet
ii. Minimum lot width: 60 feet
iii. Minimum lot depth: 100 feet
iv. Minimum front yard setback: 25 feet to back of curb
v. Minimum distance between buildings: Based on side yard setback, except bay
windows, balconies, eaves, overhangs, canopies and other ornamental features
not affixed to the ground may extend into this setback, provided they do not
extend a distance greater than three feet from the structure.
vi. Minimum side yard setback: 7.5 feet. Bay windows, balconies, eaves,
overhangs, canopies and other ornamental features not affixed to the ground
may extend into this setback.
vii. Maximum impervious surface coverage: 70%
C.D. The Rowhome Lots shall be subject to the requirements of the R3 zoning district
except as explicitly described below.
i. Minimum Setback from Perimeter of Site: 40 feet
ii. Private street setback: 23 feet to back of curb
iii. Collector Roadway Setback: 40 feet
iv. Minimum distance between buildings: 24 feet
Section 6. Design and Development Standards. All standards not specified by this
ordinance are to be the same as found in the Medina Zoning Ordinance for the relevant
underlying zoning district. The following deviations from the underlying performance standards
are hereby in place for the Weston Woods of Medina Planned Unit Development:
A. Building Materials and Design shall be consistent with the standards approved by
the City Council at the time of final plat review, which shall be subject to review
for consistency with the enhancements required in Resolution 2021-03.
B. Landscaping shall be consistent with the landscaping plan approved by the City
Council at the time of final plat review, which shall be subject to review for
consistency with the enhancements required in Resolution 2021-03.
Section 7. The City of Medina Zoning Administrator is hereby directed to place this
ordinance into effect and to make the appropriate changes to the official zoning map of the City of
Medina to reflect the change in zoning classifications as set forth above only upon adoption of the
Comprehensive Plan Amendment related to the Property and recording of the Weston Woods of
Medina plat.
Section 8. A copy of this Ordinance and the updated map shall be kept on file at the
Medina City Hall.
Ordinance No. 667___ 4
January 5, 2021___________ __, 2022
Section 9. This Ordinance shall be effective upon its passage, publication, and recording
of the Weston Woods of Medina of Medina plat.
Adopted by the Medina City Council this 5th day of January, 2021April, 2022.
CITY OF MEDINA
By:
Kathleen Martin, Mayor
Attest:
By:
Jodi M. Gallup, City Clerk
Published in the Crow River News on this day the 14th___ of January, 2021_____, 2022.
Ordinance No. 667___ 5
January 5, 2021___________ __, 2022
EXHIBIT A
Legal Description of the Property
Ordinance No. 667___ 6
January 5, 2021___________ __, 2022
Ordinance No. 667___ 7
January 5, 2021___________ __, 2022
Ordinance No. 667___ 8
January 5, 2021___________ __, 2022
Ordinance No. 667___ 9
January 5, 2021___________ __, 2022
EXHIBIT B
Map Depicting “Single Family,” “Twinhome,” and “Rowhome” Lots
4875-4002-4847, v. 2
February 24, 2022
Dusty Finke AICP
City Planner
City of Medina
2052 County Road 24
Medina, MN 55340-9790
Re: Weston Woods of Medina; PUD Amendment for PIDs 03-118-23-42-0001, 03-118-23-
41-0001, and 03-118-23-43-0005
Dear Mr. Finke:
We represent Mark of Excellence Homes (“MOE”) and Mark and Kathleen Smith, the developer
of Weston Woods of Medina (the “Project”). This letter and the accompanying materials
constitute a request for amendment of the PUD to address market conditions and demand for a
variety of housing types, including Villahomes within the Project.
Background and Project Description
The Developer of the above project obtained approval of Comprehensive Plan amendments,
rezoning and PUD Development Plan from the City of Medina (the “City”) for what are
described below as Twinhomes, Rowhomes and Single-Family lots. In addition, with City
approval, the Developer has commenced construction of public improvements contained within
the approved PUD Development Plan.
In response to market conditions and the input of home builders, the Developer has made modest
adjustments to dimensional requirements and added Villahomes as a product type. Pursuant to
Section 830, Subd. 3(i), the Developer has applied to amend the PUD to provide for these
changes. In summary, the Twinhomes will be reduced from 76 units to 66 units. Nine
Villahomes will be added to the mix of housing. Single-family lots will be reduced from 42
units to 40 units with one lot reserved for a possible community swimming pool.
Proposed Minimum Standards
Concurrent with this amendment, the City will consider adoption of an ordinance updating and
establishing minimum standards for the PUD, including the following:
A. The Single Family Lots shall be subject to the requirements of the R2 zoning district
except as explicitly described below.
i. Minimum lot size: 9,000 square feet
Dusty Finke AICP
February 24, 2022
Page 2
ii. Minimum lot width: 70 feet
iii. Minimum lot depth: 130 feet
iv. Minimum front yard setback: 25 feet, except garage doors facing the street
shall be setback a minimum of 30 feet
v. Minimum side yard setback: 10 feet
vi. Minimum rear yard setback: 30 feet. The rear yard setback may be reduced
to 20 feet if abutting a preserved open space or common area, but may not be
reduced if abutting public park property.
vii. Minimum Collector Roadway setback: 40 feet
viii. Maximum impervious surface coverage: 45%
B. The Twinhome Lots shall be subject to the requirements of the R2 zoning district
except as explicitly described below.
i. Minimum lot size: 3,948 square feet
ii. Minimum lot width: 42 feet
iii. Minimum lot depth: 90 feet
iv. Minimum front yard setback: 25 feet to back of curb
v. Minimum distance between buildings: 25 feet. Bay windows, balconies,
eaves, overhangs, canopies and other ornamental features not affixed to the
ground may extend into this setback, provided they do not extend a distance
greater than three feet from the structure.
vi. Minimum side yard setback: 5 feet, except the side yard setback shall be
reduced to zero for the common wall between two dwelling units. Bay
windows, balconies, eaves, overhangs, canopies and other ornamental features
not affixed to the ground may extend into this setback.
vii. Minimum rear yard setback: 15 feet
viii. Minimum Collector Roadway setback: 40 feet
ix. Maximum impervious surface coverage: 70%
C. The Villahome Lots shall be subject to the requirements of the R2 zoning district
except as explicitly described below.
i. Minimum lot size: 6,000 square feet
ii. Minimum lot width: 60 feet
iii. Minimum lot depth: 100 feet
iv. Minimum front yard setback: 25 feet to back of curb
v. Minimum distance between buildings: Based on side yard setback, except bay
windows, balconies, eaves, overhangs, canopies and other ornamental features
not affixed to the ground may extend into this setback, provided they do not
extend a distance greater than three feet from the structure.
vi. Minimum side yard setback: 7.5 feet. Bay windows, balconies, eaves,
overhangs, canopies and other ornamental features not affixed to the ground
may extend into this setback.
vii. Maximum impervious surface coverage: 70%
Dusty Finke AICP
February 24, 2022
Page 3
D. The Rowhome Lots shall be subject to the requirements of the R3 zoning district
except as explicitly described below.
i. Minimum Setback from Perimeter of Site: 40 feet
ii. Private street setback: 23 feet to back of curb
iii. Collector Roadway Setback: 40 feet
iv. Minimum distance between buildings: 24 feet
The changes contained within this amendment are consistent with the Comprehensive Plan, as
well as the findings and criteria for approval of the PUD for Weston Woods of Medina. Please
contact me with any questions about the above narrative or the enclosed materials.
Sincerely,
William C. Griffith, for
Larkin Hoffman
Direct Dial: 952-896-3290
Direct Fax: 952-842-1729
Email: wgriffith@larkinhoffman.com
cc: Mark Smith
4879-9314-1007, v. 2
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493.55 N89°23'02"W
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33.01
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88.2
7
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5
6
60.6
5
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1
N2
0
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N
2
0
°
0
0
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0
0
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W
2
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1
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2
4
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3
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1
7
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10
8
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7
7
288
.
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2
N
5
5
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1
3
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4
5
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E
54
1
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0
6
N
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3
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0
6
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61
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WET LAND
WET LAND
WE
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WET LAND
WET LAND
WET LAND
13
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.
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DEERLEAPING
BR
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1979.01 S89°23'02"E
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R =7 14 .0 0 Δ =1 9 °1 6 '1 0 "2 4 0 .1 3
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CHIPPEWA ROAD 40
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4
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13
0
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S. 1/4 corner of
Sec. 3, T. 119, R. 23
Hennepin County Monment
INSET D
See sheet 7 of 7 sheets
152.90444.84
131.32 N89°39'16"E
WET LAND
CI
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4
6
Road easement per
Doc. No. 937445
24
4
.
8
6
N
2
9
°
1
3
'
0
9
"
E
197.4
1
N
6
7
°
3
1
'
2
2
"
E
31
6
.
3
3
N
1
°
2
5
'
3
3
"
E
Road easement per
Doc. No. 937448
WESTON WOODS OF MEDINA
NORTH
0 100 200
SECTION BREAKDOWN DETAIL
N 1/4 Cor.
CIM-HCM
W 1/4 Cor.
CIM-HCM
S 1/4 Cor.
CIM-HCM
E 1/4 Cor.
CIM-HCM
No Scale
SE Cor.
CIM-HCM
OUTLOT I
Drainage and Utility Easement
over all of OUTLOT I
5
4
3
2
1
9
8
7
6
16
15
14
13
12
11
10
9
8
7
10
9
8
7
6
5
4
3
2
1
1
2
3
4
5
6
7
8
9
10
WE
T
L
A
N
D
WET LAND
62
.
0
0
60
.
0
0
60
.
0
0
60
.
0
0
60
.
0
0
60
.
0
0
60
.
0
0
62
.
0
0
N89°22'58"E
110.84
N89°22'58"E
110.84
N89°22'58"E
110.84
N89°22'58"E
110.84
N89°22'58"E
110.84
N89°22'58"E
110.84
N89°22'58"E
110.00
S78°12'29
"
W
68.98
4
6
.
9
7
62
.
0
0
71
.
2
2
62
.
0
0
62
.
0
0
60
.
0
0
60
.
0
0
62
.
0
0
62
.
0
0
62
.
0
0
94
.
1
1
9
6
.
9
5
44
1
.
4
6
850.82
43
4
.
4
6
S
0
0
°
3
7
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0
2
"
E
56
.
2
5
55
.
9
8
58
.
0
2
58
.
0
2
55
.
9
8
57
.
2
7
44
8
.
9
1
S
0
0
°
3
7
'
0
2
"
E
105.38 N89°22'58"E
55
.
3
4
58
.
6
6
50
.
0
0
35.55
58
.
6
6
55
.
3
4
70.1
9
S71°
3
8
'
3
2
"
E
N41
°
5
5
'
2
0
"
E
42.
5
6
18.64
23
.
3
2
N20°03'41"E
15.45
102.90 N89°57'27"E
57
.
3
9
56
.
2
5
N89°22'58"E
110.84
20
110.84 S89°23'31"W
110.84
57
.
3
9
57
.
2
7
47
.
3
4
47
.
3
3
47
.
3
1
47
.
3
5
136.12 N89°22'58"E
26.12 25.2884.72
110.00 N89°22'58"E
10
7
.
3
9
S
0
0
°
3
7
'
0
2
"
E
10
7
.
3
9
S
0
0
°
3
7
'
0
2
"
E
50
.
0
0
57
.
3
9
57
.
3
9
50
.
0
0
16
.
2
4
53.0
0
S
6
9
°
4
5
'
0
3
"
E
133.68 N89°57'27"E
53.0
0 N88°23'13"E
68.48
132
.
5
4
S
4
8
°
5
7
'
1
2
"
W
1
0
4
.
1
2
N
4
1
°
0
2
'
4
8
"
W
1
1
8
.
7
5
N
4
1
°
4
6
'
4
7
"
W
1
4
0
.
5
1
N
2
6
°
5
3
'
3
8
"
W
1
0
4
.
3
8
N
2
6
°
5
3
'
3
8
"
W
S48
°
5
7
'
1
2
"
W
110
.
6
4
S56°
2
5
'
2
3
"
W
112.
4
7
S63°0
6
'
2
2
"
W
111.7
1
S74°45'
4
1
"
W
114.06
S75°44'5
4
"
W
114.04
S75°44'5
4
"
W
114.04
5
7
.
0
0
5
5
.
5
9
7
3
.
9
5
6
6
.
5
6
6
8
.
7
4
5
0
.
0
0
5
0
.
0
0
5
4
.
1
2
5
3
.
4
7
5
0
.
9
1
5
3
.
6
2
5
7
.
0
0
5
7
.
0
0
5
7
.
0
0
4
6
.
8
5
4
7
.
1
5
4
6
.
9
8
4
7
.
0
2
Drainage and
Utility Easement
Drainage and
Utility Easement
2
0
Drainage and
Utility Easement
S75°44'5
4
"
W
114.04
S75°44'5
4
"
W
110.001
0
6
.
7
0
N
1
4
°
1
5
'
0
6
"
W
110.00 S
7
5
°
4
4
'
5
4
"
W
1
0
6
.
7
0
N
1
4
°
1
5
'
0
6
"
W
123.76 N
7
5
°
4
4
'
5
4
"
E
114.04
9.71
13.76
2
2
4
.
9
2
N
1
4
°
1
5
'
0
6
"
W
2
2
6
.
8
8
N
1
4
°
1
5
'
0
6
"
W
5
7
.
3
0
5
7
.
3
0
5
6
.
7
0
5
0
.
0
0
5
6
.
7
0
5
0
.
0
0
1
0
7
.
0
0
S
1
4
°
1
5
'
0
6
"
E
1
1
6
.
5
6
S
1
5
°
0
9
'
0
6
"
E
1
5
0
.
8
1
S
1
5
°
4
6
'
4
1
"
E
1
3
1
.
9
6
S
1
4
°
1
5
'
0
6
"
E
1
7
0
.
3
1
S
1
4
°
3
1
'
5
9
"
E
8
6
.
5
6
S
1
5
°
4
6
'
4
1
"
E
106
.
4
9
S
6
6
°
1
4
'
1
1
"
E
119
.
3
9
N
3
6
°
5
8
'
0
8
"
E
11
3
.
8
8
S
5
8
°
4
1
'
5
4
"
E
1
1
8
.
3
3
S
3
7
°
2
7
'
4
4
"
E
112.47 N
7
5
°
4
4
'
5
4
"
E
5
0
.
0
0
5
7
.
0
0
5
7
.
0
0
5
0
.
0
0
5
7
.
0
1
5
9
.
5
5
5
6
.
7
2
7
0
.
0
7
2
4
.
0
3
3
5
.
1
8
5
1
.
3
8
5
6
.
3
6
5
6
.
9
5
5
7
.
0
0
N75°44'5
4
"
E
112.47
N75°44'5
4
"
E
112.47
N75°44'5
4
"
E
111.85
N74°24'
4
0
"
E
111.23
N74°13'
1
9
"
E
110.00
N64°3
4
'
5
5
"
E
111.5
8
N52
°
3
2
'
1
6
"
E
105
.
0
0
N42
°
0
9
'
1
2
"
E
106
.
7
5
N3
1
°
1
8
'
0
6
"
E
11
0
.
5
6
4
8
.
1
8
7
0
.
1
5
63
.
3
1
50
.
5
7
62.
9
0
43.
5
9
5
0
.
9
1
1
4
.
5
4
OUTLOT H
315.22 S89°55'16"W
315.22
R=120.00
Δ=7
5°
4
9'3
8
"
1
5
8
.
8
1
Δ=75°49'3
8
"
1
0
5
.
8
7
Δ=90°3 2'1 9 "
1 2 6 .4 2
R=120.00
Δ =9 0 °3 2 '1 9 "1 8 9 .6 2
44
8
.
2
8
S
0
0
°
3
7
'
0
3
"
E
10
7
.
5
6
25
9
.
3
8
179.80 S89°22'57"W
66.14 N89°22'57"E 68.45 N79
°
2
2
'
5
7
"
E
2
5
0
.
8
2
N
1
4
°
1
5
'
0
6
"
W
2
5
0
.
8
2
Δ
=
4
6
°
0
6
'
4
4
"
2
4
1
.
4
4
R
=
3
4
0
.
0
0
Δ
=
4
6
°
0
6
'
4
4
"
2
73.
6
4
40
40
40
40
40
40
40
40
27
8
.
1
9
66
.
3
4
2
4
.
9
6
175.22 S8
1
°
0
3
'
0
7
"
E
138
.
0
9
N
5
2
°
0
4
'
4
8
"
E
23.7
2
70.81
S78°42'
5
5
"
E
40
.
0
0
N2
9
°
3
8
'
1
0
"
E
N21°19'58"E
16.00
4
8
9
1
2
34
56
10
11
12
R=205.00
Δ=10°00'00"
35.78
2 3 .56
Δ =9 0 °
0 0'00"
R =15.00
R
=
1
5
.
0
0
Δ =90°0
0
'
0
0
"
23.
5
6
N89°22'57"E
11.02
R =2 4 5.0 0 Δ=56°00'00"239.46
R
=
2
0
0
.
0
0
Δ
=
9
7°2
2'5
7
"
3
3
9.93
Δ
=
9
7
°
2
2
'
5
7
"
2
7
1.9
4
Δ =56°00'00"278.55
4
0
40
Δ =3 5°39'20"177.36
Δ =3 5°39'20"152.4785.63 N82°00
'
0
0
"
E
85.63
Δ
=
6
7°
4
4'17"
236.45
Δ
=
2
9
°
3
8
'
4
0
"
1
0
3
.
4
8
92
.
3
2
N
0
0
°
0
2
'
3
3
"
W
108.21 N89°57'27"E
114.08 N89°57'27"E
13
3
.
0
2
N
2
0
°
1
4
'
5
7
"
E
23
.
0
2
11
0
.
0
0
S69
°
4
5
'
0
3
"
E
53.0
0
S76°1
1
'
3
0
"
E
55.03
N0
°
0
2
'
3
3
"
W
10
6
.
8
3
N0
°
0
2
'
3
3
"
W
11
0
.
0
0
N1
0
°
0
3
'
2
7
"
E
11
1
.
7
3
N2
0
°
1
4
'
5
7
"
E
11
0
.
0
0
50.00 58.21
58.01 56.07
75.6658.01
58.2144.69
2
0
11.52
25.17
4.2
1
13.07
11
0
.
0
0
N
0
0
°
0
2
'
3
3
"
W
10
6
.
8
3
N
0
0
°
0
2
'
3
3
"
W
40
.
0
0
S2
7
°
3
9
'
2
0
"
W
67
.
1
5
N
6
0
°
2
1
'
5
0
"
W
67
.
1
5
Δ
=
3
8
°
3
0
'
2
9
"
2
2
8
.
5
1
4
5.12
Δ
=
7°3
6'15"
OU
T
L
O
T
K
Dr
a
i
n
a
g
e
a
n
d
U
t
i
l
i
t
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E
a
s
e
m
e
n
t
ov
e
r
a
l
l
o
f
O
U
T
L
O
T
K
OUTLOT K
Drainage and Utility Easement
over all of OUTLOT K
110.00 N89°22'57"E
24
2
.
0
0
S
0
0
°
3
7
'
0
3
"
E
110.00 S89°22'57"W
24
2
.
0
0
N
0
0
°
3
7
'
0
3
"
W
113.56 S89°39'16"W
110.00 S89°22'57"W
31
7
.
2
2
N
0
0
°
3
7
'
0
3
"
W
34
0
.
1
1
S
0
0
°
3
7
'
0
3
"
E
9
6
.
9
5
S
2
6
°
2
5
'
2
7
"
E
N
3
0
°
1
1
'
1
5
"
W
4
6
.
9
7
N89°22'57"E
110.00
N89°22'57"E
110.00
N89°22'57"E
110.00
N89°22'57"E
110.00
N89°22'57"E
110.00
N89°22'57"E
110.00
N89°22'57"E
110.00
N77°37'37
"
E
112.36
OUTLOT H
OUTLOT L
Drainage and Utility Easement
over all of OUTLOT L
OUTLOT L
Drainage and Utility Easement
over all of OUTLOT L
OU
T
L
O
T
K
Dr
a
i
n
a
g
e
a
n
d
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
ov
e
r
a
l
l
o
f
O
U
T
L
O
T
K
S74°
3
0
'
5
3
"
E
74.71
WESTON WOODS OF MEDINA
NORTH
0 50 100
INSET A
WET LAND
OUTLOT K
7
Drainage and Utility Easement
over all of OUTLOT K
WET LAND
3
2
1
4
3
2
1
8
7
6 5
4
3
2
1
927.83
51
0
.
9
5
1
2
1
.
9
7
N
4
3
°
4
3
'
0
5
"
W
1
2
4
.
6
5
N
2
6
°
2
9
'
3
2
"
W
9
0
.
8
6
S
5
0
°
1
7
'
0
8
"
E
1
0
5
.
7
0
N
5
4
°
3
8
'
3
1
"
W
1
0
3
.
8
4
N
5
4
°
5
3
'
2
6
"
W
99
.
0
9
S
3
5
°
0
6
'
3
4
"
W
S3
5
°
0
6
'
3
4
"
W
99
.
0
9
5
5
.
7
0
5
0
.
0
0
95.79 S
7
8
°
5
1
'
3
4
"
E
112.45 S81°2
5
'
3
5
"
W
112.59 N83°11'0
4
"
E
111.19 S81°2
5
'
3
5
"
W
106.15 S83°00'
2
6
"
W
94
.
9
5
N
6
0
°
2
8
'
3
2
"
W
82
.
8
7
S
6
0
°
2
8
'
3
2
"
E
9
2
.
0
0
N
4
3
°
4
3
'
0
5
"
W
81.
6
0
64.
5
5
S
6
8
°
3
6
'
5
7
"
E
9
7
.
6
8
S
0
8
°
3
4
'
2
5
"
E
49.71
62.87
62.45
50.00
50.00
61.19
61.13
45.02
50
.
8
7
44
.
0
7
1
2
.
4
5
42
.
0
0
40
.
8
7
22.6
9
41.
8
6
37.82
S22°11'43"W
96
.
5
0
S
0
0
°
3
6
'
5
8
"
W
13
6
.
6
8
S
0
0
°
3
6
'
5
8
"
W
94.00 S89°23'02"E
10
1
.
5
1
S
0
0
°
3
6
'
5
8
"
W
96
.
5
0
S
0
0
°
3
6
'
5
8
"
W
45
.
0
0
51
.
5
0
54
.
5
1
47
.
0
0
47
.
0
0
54
.
5
1
51
.
5
0
45
.
0
0
20.2720.27
114.27 S89°23'02"E
73.73
S
8
°
3
4
'
2
5
"
E
9
7
.
6
8
S
7
°
5
0
'
1
1
"
E
9
7
.
6
8
S
6
°
4
8
'
5
6
"
E
9
7
.
4
8
N2
1
°
2
3
'
0
3
"
E
88
.
0
0
S2
9
°
3
1
'
2
8
"
W
90
.
3
3
S46
°
1
6
'
5
5
"
W
96.
6
0
5
0
.
0
0
5
9
.
5
2
4
2
.
0
0
5
0
.
0
0
98.
1
7
S
3
6
°
0
0
'
0
0
"
W
10.
8
7
87.
3
0
OUTLOT G
OU
T
L
O
T
F
OUTLOT J
40
R
=
2
0
0
.
0
0
Δ
=
9
7°22'57"339.93
239.46 R=245.00
Δ=56°0
0'0
0
"
85.63 N82°00
'
0
0
"
E
40
40
199.24
13
9
.
7
0
N
0
0
°
0
0
'
0
0
"
E
14
0
.
1
3
R =4 5 .0 0 Δ =270°11'5
4
"
2
1
2
.
2
1
R
=
4
0
.
0
0
Δ
=
4
5
°
0
5
'
5
7
"
3
1
.
4
9 R=40.00
Δ
=45°05'5 7 "
31.49
40.00 107.91
WET LAND
Drainage and Utility Easement
over all of OUTLOT G
8
14
13
1
2
3
4
5
6
12
11
12
13
14
15
16
17
18
OUTLOT I
OUTLOT K
Drainage and Utility Easement
over all of OUTLOT I
Drainage and Utility Easement
over all of OUTLOT J
Drainage and Utility Easement
over all of OUTLOT K
35
.
1
7
23.7
2
138
.
0
9
N
5
2
°
0
4
'
4
8
"
E
113.56 S89°39'16"W
135
.
4
3
N
3
7
°
4
5
'
2
7
"
E
60
.
0
0
S
0
0
°
0
0
'
0
0
"
E
63.
0
6
N
4
6
°
2
1
'
2
7
"
E
7
2
.
4
2
N
1
6
°
1
0
'
0
8
"
W
N
4
7
°
4
6
'
0
5
"
W
4
7
.
0
1
N44
°
5
4
'
0
3
"
E
45.
0
0
S
4
4
°
5
4
'
0
3
"
E
4
5
.
0
0
Δ =187°20'3
0"
1
4
7
.
1
4
Δ
=
8
2
°
5
1
'
2
3"
65.0 8
Δ
=
6
7°44'17"236.45
Δ =35°39'20"152.47
Δ
=2
0°2
0'4
0
"
8
6
.
9
9
S2
7
°
3
9
'
2
0
"
W
40
.
0
0
13
3
.
0
2
N
2
0
°
1
4
'
5
7
"
E
132
.
5
4
S
4
8
°
5
7
'
1
2
"
W
68.48 N88°23'13"E
Δ
=5
6°0
0'0
0
"
2
7
8
.
5
5
Δ
=
2
0°2
0'4
0
"
1
0
1.
2
0
S
4
2
°
0
0
'
0
0
"
E
5
7
.
4
2
5
7
.
4
2
R
=
2
0
0.0
0
Δ
=39°00'00"136.14
R =11 6 .0 0 Δ =1 2 0 °2 3 '2 6 "2 4 3.7 4
R
=
2
6
0
.
0
0
Δ
=
5
6
°
3
3
'
3
6
"
2
5
6
.
6
6
Δ
=
3
9°00'00"108.91
Δ =1 2 0 °2 3 '2 6 "15 9.69
Δ
=
5
6
°
3
3
'
3
6
"
2
9
6
.
1
5
66.12
R=200.00Δ=17°35'12"61.39
Δ=17°35'12"49.11
S81°00'00
"
E
66.12
N
3
°
4
8
'
1
4
"
W
5
8
.
5
0
5
8
.
5
0
OUTLOT H
40
40
40
N6
0
°
2
1
'
5
0
"
W
67
.
1
5
Δ
=
7°3
6'15"
4
5.12
R
=
3
4
0.00
Δ
=
4
6°0
6'44"
2
7
3.6
4
15.
0
0
96.
6
0
N
4
6
°
1
6
'
5
5
"
E
S79°06'
0
9
"
E
67.21
N63°5
2
'
1
6
"
E
56.79
S
3
3
°
3
5
'
0
4
"
E
4
4
.
4
9
94.16
S
6
6
°
5
1
'
1
3
"
W
8
4
.
0
0
N
2
6
°
2
9
'
3
2
"
W
96.2
5
N
6
8
°
5
0
'
1
3
"
W
8
8
.
2
3
N
5
3
°
3
8
'
5
7
"
W
138.84
S
7
9
°
0
4
'
2
6
"
E
105.
0
0
S
5
7
°
3
7
'
5
4
"
W
1
7
0
.
3
4
S
3
2
°
2
2
'
0
6
"
E
123
.
5
5
N
3
7
°
3
1
'
4
0
"
E
105.
0
0
S
5
7
°
3
7
'
5
4
"
W
S63°3
0
'
2
8
"
W
94.00
S2
1
°
0
9
'
4
7
"
W
10
8
.
0
0
S
3
2
°
2
2
'
0
6
"
E
1
0
5
.
3
4
100
.
3
6
N
4
3
°
0
0
'
0
0
"
E
99
.
2
1
N
0
3
°
0
0
'
0
0
"
E
4
7
.
5
0
7
7
.
1
6
77.28
61.56 50.0
0
55.0
0
6
5
.
0
0
1
0
5
.
3
4
1
5
6
.
6
7
S
2
0
°
3
5
'
4
7
"
E
110.00 N86°11'46"E
1
0
0
.
6
6
S
0
3
°
4
8
'
1
4
"
E
1
8
2
.
9
4
S
1
2
°
0
2
'
0
5
"
E
1
1
8
.
8
6
S
3
1
°
5
6
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1
0
"
E
1
0
5
.
8
3
S
5
4
°
0
1
'
5
2
"
E
1
0
0
.
5
2
S
5
4
°
0
1
'
5
2
"
E
1
0
3
.
1
3
S
3
1
°
5
6
'
1
0
"
E
1
1
2
.
7
6
S
1
2
°
0
2
'
0
5
"
E
1
0
0
.
6
6
S
0
3
°
4
8
'
1
4
"
E
N35
°
5
8
'
0
8
"
E
114
.
5
0
N39
°
3
7
'
1
3
"
E
114
.
7
3
N58°
0
3
'
5
0
"
E
108.
8
4
N64°0
0
'
0
0
"
E
98.24
N77°57'55
"
E
95.34
N86°11'46"E
110.00
96.33 N86°11'46"E
110.00 N86°11'46"E
119
.
3
9
N
3
6
°
5
8
'
0
8
"
E
S2
1
°
1
9
'
5
8
"
W
16
.
0
0
S2
9
°
3
8
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1
0
"
W
40
.
0
0
4
.
8
8
5
3
.
5
1
4
7
.
0
2
5
4
.
3
2
5
1
.
5
1
4
9
.
6
7
5
3
.
4
6
3
2
.
6
8
3
2
.
9
0
8
5
.
9
6
7
1
.
5
5
7
8
.
7
1
5
5
.
0
0
5
7
.
7
6
27.67
41.34
4
5
.
0
0
5
5
.
6
6
5
5
.
6
6
4
5
.
0
0
4
2
.
0
0
4
2
.
0
0
8.9
1
91.
4
5
51.1
3
45.1
2
55.0
0
50.0
021
.
8
0
77
.
4
1
114
.
5
2
114
.
3
7
S
3
7
°
5
3
'
0
4
"
E
6
1
.
7
5
5
0
.
0
0
5
3
.
8
4
94.00 S89°23'02"E
94.00 S89°23'02"E
S89°23'02"E
94.00
S89°23'02"E
94.00
WESTON WOODS OF MEDINA
NORTH
0 50 100
INSET B
CI
R
C
L
E
1
2
3
4
2
5
6
7
8
247
.
5
7
N
5
2
°
0
2
'
2
2
"
E
136.
2
8
S
7
0
°
3
0
'
3
1
"
E
1
6
1
.
8
7
N
5
3
°
4
8
'
4
0
"
W
14
5
.
5
9
N
0
0
°
3
6
'
5
8
"
E
421.17 S89°23'02"E
S
5
3
°
4
8
'
4
0
"
E
8
2
.
3
4
N3
5
°
4
0
'
0
0
"
E
137
.
0
8
S85°57'38"W
290.65
N
4
6
°
0
0
'
0
0
"
W
1
5
1
.
6
4
N0
2
°
0
0
'
0
0
"
E
15
8
.
6
4
N2
3
°
5
1
'
0
4
"
E
18
8
.
2
2
N1
6
°
0
0
'
0
0
"
E
19
4
.
6
2
N35
°
4
0
'
0
0
"
E
181
.
9
0
R=227.00 Δ=35°34'21"140.93
Δ=31°33'53"138.83
Δ =15°26'02"
5 4.41
Δ=20°08'19"
71.00
73.67
66.87
8
4
.
8
3
7
7
.
0
4
8
2
.
7
8
6
7
.
7
9
20
20
1
0
20
1
0
1
0
1
0
10
10
10
10
94.
4
9
2
9
.
7
9
Δ=
0
4
°
0
0
'
2
8
"
17
.
6
3
Δ=24°02'5
1"
25.18
Δ
=
5
0
°
1
7
'
3
8
"
5
2
.
6
7
Δ =48°02'22"
50.31
Δ =4 8 °0 0 '0 0 "5 0 .2 7
Δ
=
8
7°09'21"
9
1.27
1
2
.
0
9
R=2
8
.
0
0
Δ=
5
2
°
5
8
'
0
2
"
25.
8
8
Δ=
2
8
°
2
3
'
5
1
"
29.
7
4
S
1
6
°
4
6
'
4
2
"
E
6
0
.
0
0
S89°09'21"W
60.00
R =6 0 .0 0 Δ =2
8 5°56'04"
2
9
9
.
4
312.09
25.88
Δ=52°58'02"
R=28.00
Drainage and
Utility Easement
25
25
25
25
25
25
456.82 S89°23'02"E
76.0076.0076.0094.5025.0025.0084.32
142
.
3
2
2
1
.
3
1
59
.
0
1
75
.
0
0
80
.
0
0
61
.
4
6
32
.
5
1
90
.
6
8
90
.
0
0
199.30130.00
163
.
6
3
S
4
2
°
0
0
'
0
0
"
W
13
4
.
0
1
N
0
0
°
3
6
'
5
8
"
E
7
6
.
9
8
S
1
2
°
2
3
'
4
7
"
E
8
9
.
8
7
S
3
2
°
4
9
'
0
7
"
E
118.13 S89°23'02"E
144.
9
0
S
7
1
°
2
8
'
0
5
"
E
14
1
.
4
6
N
1
8
°
3
1
'
5
5
"
E
21
3
.
1
9
N
0
0
°
3
6
'
5
8
"
E
R=403.00
Δ=24°23'02"
171.51
33
1
.
7
8
S
0
0
°
3
6
'
5
8
"
W
12
2
.
3
8
20
9
.
4
1
75
.
0
0
75
.
0
0
75
.
0
0
10
6
.
7
8
Δ=11°26
'
39
"
75.50
Δ=12°56'23"
85.37
S89°23'02"E
175.16
S89°23'02"E
192.49
S89°23'02"E
192.49
S89°23'02"E
178.41
20
20
10
10
1
0
1
0
LEAPING DEER
1 2 3 4
1
5
4
3
2
1
6
1
2
3
4
3
94.50 76.00 76.00 76.00
18
4
.
4
1
N
0
0
°
3
6
'
5
8
"
E
18
4
.
4
1
N0
0
°
3
6
'
5
8
"
E
18
4
.
4
1
N0
0
°
3
6
'
5
8
"
E
18
4
.
4
1
N0
0
°
3
6
'
5
8
"
E
18
4
.
4
1
50.
0
0
N6
5
°
0
0
'
0
0
"
W
25.
0
0
25.
0
0
N71°
2
8
'
0
5
"
W
138.
5
7
S80°53'35
"
E
136.18
S89°23'02"E
130.00
Δ=06°28'06"
48.32
Δ=09°25'30"
70.40
Δ
=08°2
9
'
2
6
"
63.4
3
31.99
S25°00'00"W
7.
3
8
90
.
0
0
10
10
10
10
10
20
20
20
25
HI
L
L
S
I
D
E
D
R
I
V
E
4
5
.
9
4
20
20
20
15
15
175.1
3
N
6
5
°
5
4
'
2
4
"
E
261
.
7
4
N
4
9
°
0
0
'
0
0
"
E
1
3
8
.
3
7
S
4
1
°
0
0
'
0
0
"
E
N63°3
0
'
0
0
"
E
75.67
2
0
6
.
5
9
N
4
7
°
0
0
'
0
0
"
W
N
5
2
°
0
0
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0
0
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5
4
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2
8
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0
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0
7
7
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8
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30.2
7
7
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7
4
10
10
10
WESTON WOODS OF MEDINA
NORTH
0 50 100
INSET C
Δ =0 5 °2 6 '
0
3
"
5 3 .8 7
S6
5
°
0
0
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0
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E
24
.
8
3
8
1
2
3
4
5 4
6
7
8
9
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2
3
4
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7
9
10
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BR
O
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25
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25
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0
70.48 90.31
160.79
160.79 N89°39'16"E
32
2
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3
3
N
2
5
°
0
0
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0
0
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E
93
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2
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9
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1
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0
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R =5 9 3.0 0 Δ =2 4°1 4'5 0"
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R =2 5 3 .0 0 Δ =4 0 °2 4 '2 6 "1 7 8 .4 3
N49
°
1
4
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5
0
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E
63.5
0
1
4
1
.
0
5
S
2
0
°
0
0
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0
0
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E
117.07 N86°56'28"E
110.56
N
7
0
°
3
2
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2
9
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E
108.
2
5
N
5
6
°
1
5
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5
4
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E
94.6
5
N
4
8
°
4
4
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3
8
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E
107
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0
3
N
4
2
°
2
7
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3
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10
7
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1
2
N
3
4
°
1
6
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0
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2
1
N
2
6
°
4
4
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6
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6
7
N
2
5
°
0
0
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132
.
0
0
S
6
5
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0
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S
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°
4
2
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0
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3
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S
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6
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0
9
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1
3
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0
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4
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4
5
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0
0
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8
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1
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0
0
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9
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9
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5
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13
2
.
0
0
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5
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0
0
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0
0
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E
13
2
.
0
0
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5
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0
0
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0
0
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13
2
.
0
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88
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3
3
88
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3
3
Δ =1 5 °2 7 '2 7 "7 5 .0 0
Δ =10 °2 1'2 6 "
5 0 .2 5
Δ =1 4 °3 5 '3 4 "
7 0 .8 0
29.09
Δ=2°41'50"
Δ =8 °1 1'0 0 "
8 8 .2 7
Δ =8°11'2 5"
8 8.3 4
Δ=5°10'35"
55.83
32
.
5
0
88
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3
3
88
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3
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2
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59.3
0
15
15
15
15
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5
1
5
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5
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10
10
10
10
10
10
101
0
1
0
10
10
10
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10
10
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S6
5
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0
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3
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4
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0
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4
2
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2
5
S
3
8
°
3
1
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0
1
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E
52.
9
8
S
6
2
°
4
1
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2
1
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E
103.84 N7
8
°
0
2
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3
0
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E
86.
8
9
N
3
7
°
4
9
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1
0
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E
72
.
5
3
N
1
8
°
2
6
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5
3
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84
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9
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N
5
°
5
5
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1
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E
8
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7
5
S
5
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0
5
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5
2
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1
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8
.
8
9
S
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2
°
3
4
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E
N39
°
0
6
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1
6
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E
57.
4
5
68.0
8
N
4
7
°
3
4
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0
2
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E
64.6
3
S
5
2
°
2
5
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0
9
"
W
1
2
4
.
0
0
S
2
5
°
4
1
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0
1
"
E
27.57
S69°31'49"E
128.
8
4
S
6
9
°
3
1
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4
9
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E
65.1
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9
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8
6
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°
1
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17
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1
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4
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117.41
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°
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Δ =07°49'12"
77.52
Δ =1 0 °5 9'3 4 "1 0 8.9 8
Δ =1 5 °0 4 '0 9 "
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Δ =2 5 °2 0 '1 7 "1 0 0 .8 3
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7
8
Δ=66°30'3 6 "
69.65
Δ
=
4
7
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4
4
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4
7
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5
0
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0
0
Δ
=47°44'4 7"
50.00
Δ =4 7 °4 4 '4 7 "
5 0 .0 0
Δ=74°5
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"
78.4
5
R=30.00
Δ=52°19'48"
27.40
R
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6
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0
0
Δ
=284°3 9'3 7 "2 9 8 .1 0
R=
3
0
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0
0
Δ=
2
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3
4
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8
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R=30.0
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Δ=27°
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1
0
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14.53
90
.
7
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1
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°
2
0
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W
50
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0
0
N77°19'4
8
"
E
60.00
6
0
.
0
0
N
2
7
°
1
9
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4
8
"
W
180
.
0
2
N
6
5
°
0
0
'
0
0
"
W
25
25
25
25
25
25
25
25
2
5
2
5
WESTON WOODS OF MEDINA
NORTH
0 50 100
INSET D
)))))))
)))))))>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>>
>>>>
>>
>
>
>>
>
>
>
>
>>
>>
>>>>
>>
>>>>>>>>
>>
>>
ST
M
S
T
M
S
T
M
STM
S
T
M
STMSTM
ST
M
STM
S
T
M
IP CHKIP CHK
CABX
HH
INV=988.56
INV CMP 15 TO STMH
INV=990.15
FES 15 RCP
INV=990.82
FES 15 RCP
OE OE OE OE
>>
>>
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
>>
3333
WE
T
L
A
N
D
1
d
WE
T
L
A
N
D
1
b
>>
>>
INV=990.47
FES 15 IN PVC
INV=990.09
FES RCP 15 IN
RE=992.02
STMH ST-1
EL=990.6
ST-2
EL=990.4
ST-3
EL=987.4
ST-4
EL=983.8
ST-5
EL=982.2
ST-17
EL=982.1
ST-18
EL=982.9
ST-19
EL=983.8
0+00 1+00 2+00
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4
+
0
0
5+0
0
6+00
7+00
8+00
1
6
+
0
0
1
7
+
0
0
18+
0
0
19
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
25+0026+0027+0028+00
29+
0
0
30
+
0
0
31
+
0
0
31
+
1
7
.
8
7
BTM = 973.00
NWL = 982.00
HWL = 984.19
100 YR B-B = 984.96
IRRIGATION POND
(1P)
WETLAND 1b
HWL = 981.57
35'
35'
35'
35'
1
16
15
14
13
12
11
10
8
7
6
5
4
3
2
1
1
2
3
4
5
6
7
8
9
10
1
2
34
56
7
8
9
10
11
12
13
14
15
16
9
OUTLOT J
OUTLOT H
OUTLOT H
OUTLOT I
OUTLOT K
OUTLOT K
OUTLOT K
OUTLOT L
OUTLOT L
8
9
10
11
12
9
8
7
6
5
4
2
3
4
3
5
'
WETLAND 1d-2
HWL = 982.55
INV=982.00
INV=982.00
INV=982.00
INV=981.70
INV=982.00
C7.1
3,4&9
INLET
PROTECTION
ENKAMAT
(TYP)
C7.1
7
EROSION
CONTROL
BLANKET
C7.1
10
SILT FENCE
HEAVY DUTY
C7.1
5
SILT FENCE
C7.1
5
ROCK
CONSTRUCTION
ENTRANCE
C7.1
10
SILT FENCE
HEAVY DUTY
C7.1
3,4&9
INLET
PROTECTION
C7.1
7
EROSION
CONTROL
BLANKET
BORROW AREA
3
C7.1
5
SILT
FENCE
5
55
MH 20
MH 19
MH 16
MH 15
MH 14
MH 13
MH 12
MH 11
MH 6
MH 5
MH 17
MH 18
CB 103B
STMH 103
CB 102A
STMH 102
CB 102B
CB 101A
CBMH 101
STMH 100A
CB 601A
CBMH 601
CB 501A
CBMH 501
CBMH 502
CBMH 503
CBMH 504
CB 504A
CB 202B
CBMH 202A
CBMH 201
OCS 1
FES 100
FES 600
FES 500
FES 1
FES 200
FES 103A
INV: 988.30
INV=981.70
H.P.
93.49
%6.7
%
5.
3
%
4.
7
%
3.8
%
5.0
H.P.
94.28
%5.4
%4.2
%3.6
%4.8
%6.8
%8.0
%7.6
%5.6
%3.2
%2.6
%
6.4
%
7.0
%8.0
%9.0
H
.
P
.
9
8
.
1
8
H
.
P
.
L.
P
.
95.
6
0
9
6
.
1
3
L
.
P
.
9
5
.
9
9
L.P.
93.41
%7.7
%6.7
%7.3
%8.2
%7.6
%6.8
%
7.
8
%
7.
1
%8.7
%
6.1
%
6.7
%5.7
%6.7
%7.7
%6.8
%3.3
%3.5
%
5.1
%
4.7
%3.5
%3.8
%4.2
%6.0
%6.7
%5.5
%5.9
%5.9
%5.1
%
6.5
H.P.
93.37
EX.CL992.75
%7.8
%2.85%1.2
%
1.
0
%1.4
%
1.
6
6
G.
B
.
%6.7
%4.1
%
1.
0
%
1.
0
%1.0
%
1
.
0
%
1.
3
%
1
.
0
%
1
.
0
%1.75
L.P.
91.73
L.P.
91.60
H.P
.
94.
9
0
9
7
.
3
7
H
.
P
.
%
8.0
6:1Slope
in buffe
r
6:1
MAX
6:1Slope
in buffer
%
1
.
4
VMA
TW=998.0
BW=996.5
TW=998.0
BW=997.0
97
0
96
0
9
5
0
950
970
960
9
7
0
9
6
0
9
5
0
97
0
96
0
%6.2
8
5
.
5
95.5
94.0
994.6
96.3
95.3
94.8
87.5
87.5
86.0
86.0
94.0
86.0
86.0
94.0
986.5
86.5
94.5
86.5
86.5
86.5 86.5
94.6
93.0
94.8
94.3
94.2
93.5
89.5
94.5
86.5 86.5
94.5
86.5
86.5
95.0
95.5
89.0
89.0
96.8
89.3
89.3
97.5
89.8
89.8
97.5
90.6
90.697.5
91.1
91.1
97.5
91.6
91.6
90.3
90.3
98.3
90.5
90.5
97.9
91.3
91.3
98.392.0
92.0
99.0
92.5
92.5
96.4
98.5
96.5
93.0
93.2
93.0
97.3
96.5
95.0
93.8
94.0
94.8
94.8
94.8
D
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1
C
D
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1
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D
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HWL
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H
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H
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GUTTER
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92.81
EOF
EOF
EOF
EO
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92.0
996
9
9
0
9
9
0
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992
9
8
8
9
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9
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982
98
6
98
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9
9
0
99
2
996
996
99
4
99
4
994
NORTH
0 50 100
CD's FOR FINAL PLAT SUBMITTAL
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
CNC
RCH
RCH
2021-08-16
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA-NORTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
C301MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.1
3
1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk
highway no. 55 and Mohawk Drive. West side of Mowhawk Drive.
Elevation = 998.180
2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore
Drive.
Elevation = 1007.372
BENCHMARK
SYMBOL DESCRIPTION
LEGEND
SYMBOL DESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
:Pavement Sawcut
:Construction Limits
ESTIMATED QUANTITY
FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading.
Geotechnical report has not yet been received, it will be provided once obtained.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for
use on site and replaced with excess organic material with prior Owner approval.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet
and unstable.
Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and
provide periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet
which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of
optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified
Proctor Density (ASTM D1557).
14.
15.
16.
17.
18.
19.
20.
21.
22.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing
runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion
and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.6 for additional requirements.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or
permanently ceased.
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control
MN TYPE 25-151 @ 120 LB/AC - Permanent Turf
Mulch MNDOT 3882
MNDOT TYPE 1 @ 2 TON/AC Disc Anchored)
MNDOT 3881
General placement MNDOT 2575
Erosion Control Blanket MNDOT 3885
MNDOT TYPE 3N
4.
6.
7.
8.
9.
10.
11.
12.
13.
GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES
5
Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.
Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.
Meet and Match existing curb. Transition as needed.
24.
25.
26.
PAVING NOTES
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
Site is located within the boundaries of the elm creek watershed management commission (ecwmc).
Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil.
1.
2.
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE
: MINIMUM BASEMENT ELEVATION
: FRONT GARAGE FLOOR ELEVATION
: DRP 1' DENOTES DISTANCE GARAGE
FLOOR IS DROPPED FROM TYPICAL.
DRP
1'
MAIN STREET
BLK 1
5
X 105.0 X 105.0
X
106.5
X
106.5
DENOTES PROPOSED LOT CORNER
ELEVATIONS
DENOTES DRAINAGE & UTILITY
EASEMENT
20' FRONT
10' SIDE
10' REAR
UNLESS SHOWN OTHERWISE
DENOTES BUILDING
SETBACKS
BUILDING TYPES:
FBWO = FULL BASEMENT WALK OUT
FBLO = FULL BASEMENT LOOK OUT
SEWO = SPLIT ENTRY WALK OUT
FB = FULL BASEMENT
DENOTES DRAINAGE FLOW
4.
5
%
DENOTES DRIVEWAY SLOPE
108.3
FB
100.0
GF=108.5
HWL :100 YEAR HIGH WATER LINE
:Inlet Protection
nn
:Silt Fence
(North 10,430)
(South 8,400)
(Chippewa 6,670)
:Vehicle Tracking Pad
49 Each
3 Each
25,500 Feet
:Compost or Bio Log
(North 50)
(South 300)
(Chippewa 450)
800 Feet)))))))))))))
:Erosion Control Blanket 12,000 S.Y.
:Heavy Duty Silt Fence
(North 5,995)
(South 5,985)
(Chippewa 4,725)
16,705 Feet
:Wetland Impact Area
:Flood Plain Impact Area
:Flood Plain Mitigation Area
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4
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11+00
12+00
13+00
14
+
0
0
15
+
0
0
1
6
+
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0
1
7
+
0
0
5
BLK 1
CHIPPEWA ROAD
MO
H
A
W
K
D
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I
V
E
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
14+00
15
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15
+
5
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4
8
7+
0
0
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2
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2
5
POND
(23P)
BTM = 976.00
NWL = 985.00
HWL = 986.38
POND
(9P)
BTM = 976.00
NWL = 985.00
HWL = 986.90
POND
(5P)
BTM = 974.00
NWL = 983.00
HWL = 984.50
WETLAND 1f
HWL =
985.07
WETLAND 1e
HWL = 983.85
WETLAND 2
HWL = 986.23
WETLAND 1d
HWL = 982.49
FOREBAY
(13P)
BTM = 979.00
35'
35'
3
5
'
2
5
'
2
5
'
35'
50'
50'
50'
25'
35
'
35
'
35
'
35
'
50
'
25'
33
'
25'
35'
38'
2
0
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WETLAND 1a-North
HWL = 979.07
OUTLOT B
2
1
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6 5
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18
17
16
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OUTLOT K
OUTLOT I
OUTLOT K
7
OUTLOT L
14
13
5
4
3
3
5
'
WETLAND 1d-2
HWL = 982.55
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EOF
87
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89.1
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89.5
87.9
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85.0
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EOF
E
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F
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F
EOF
EO
F
TW=990.5
BW=988.0
HWL
HWL
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L
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9
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9
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7
EOF
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9
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6
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982
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9
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6
98
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976
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983
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978
976
974
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.
7
986
C7.1
3,4&5
INLET
PROTECTION
C7.1
8
EROSION
CONTROL
BLANKET
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
1
SILT FENCE
ENKAMAT (TYP)
C7.1
2
FES EROSION
CONTROL (TYP)
C7.1
1
TEMPORARY
COMPOST BIO LOG
ENKAMAT (TYP)
C7.1
10
SILT FENCE
HEAVY DUTY
C7.1
5
SILT FENCE
C7.1
3,4&9
INLET
PROTECTION
C7.1
8
EROSION
CONTROL
BLANKET
5
5
5
MH 3
MH 1
MH 2
MH 4
MH 9
MH 8
MH 7
MH 6
MH 5
MH 17
MH 11
MH 10
NORTH
0 50 100
CD's FOR FINAL PLAT SUBMITTAL
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
CNC
RCH
RCH
2021-08-16
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA-NORTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
C302MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.2
SYMBOL DESCRIPTION
LEGEND
SYMBOL DESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
:Pavement Sawcut
:Construction Limits
ESTIMATED QUANTITY
FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading.
Geotechnical report has not yet been received, it will be provided once obtained.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for
use on site and replaced with excess organic material with prior Owner approval.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet
and unstable.
Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and
provide periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet
which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of
optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified
Proctor Density (ASTM D1557).
14.
15.
16.
17.
18.
19.
20.
21.
22.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing
runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion
and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.6 for additional requirements.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or
permanently ceased.
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control
MN TYPE 25-151 @ 120 LB/AC - Permanent Turf
Mulch MNDOT 3882
MNDOT TYPE 1 @ 2 TON/AC Disc Anchored)
MNDOT 3881
General placement MNDOT 2575
Erosion Control Blanket MNDOT 3885
MNDOT TYPE 3N
4.
6.
7.
8.
9.
10.
11.
12.
13.
GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES
5
Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.
Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.
Meet and Match existing curb. Transition as needed.
24.
25.
26.
PAVING NOTES
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE
: MINIMUM BASEMENT ELEVATION
: FRONT GARAGE FLOOR ELEVATION
: DRP 1' DENOTES DISTANCE GARAGE
FLOOR IS DROPPED FROM TYPICAL.
DRP
1'
MAIN STREET
BLK 1
5
X 105.0 X 105.0
X
106.5
X
106.5
DENOTES PROPOSED LOT CORNER
ELEVATIONS
DENOTES DRAINAGE & UTILITY
EASEMENT
20' FRONT
10' SIDE
10' REAR
UNLESS SHOWN OTHERWISE
DENOTES BUILDING
SETBACKS
BUILDING TYPES:
FBWO = FULL BASEMENT WALK OUT
FBLO = FULL BASEMENT LOOK OUT
SEWO = SPLIT ENTRY WALK OUT
FB = FULL BASEMENT
DENOTES DRAINAGE FLOW
4.
5
%
DENOTES DRIVEWAY SLOPE
GF=108.5
100.0
FB
108.3 HWL :100 YEAR HIGH WATER LINE
3
1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk
highway no. 55 and Mohawk Drive. West side of Mowhawk Drive.
Elevation = 998.180
2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore
Drive.
Elevation = 1007.372
BENCHMARK
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
Site is located within the boundaries of the elm creek watershed management commission (ecwmc).
Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil.
1.
2.
:Inlet Protection
nn
:Silt Fence
(North 10,430)
(South 8,400)
(Chippewa 6,670)
:Vehicle Tracking Pad
49 Each
3 Each
25,500 Feet
:Compost or Bio Log
(North 50)
(South 300)
(Chippewa 450)
800 Feet)))))))))))))
:Erosion Control Blanket 12,000 S.Y.
:Heavy Duty Silt Fence
(North 5,995)
(South 5,985)
(Chippewa 4,725)
16,705 Feet
:Wetland Impact Area
:Flood Plain Impact Area
:Flood Plain Mitigation Area
0+00 1+00 2+00
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4
+
0
0
5+0
0
6+00
7+00
8+00
9+
0
0
1
0
+
0
0
11+00
12+00
13+00
14+
0
0
15
+
0
0
1
6
+
0
0
1
7
+
0
0
18+
0
0
19
+
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2
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1
+
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0
2
2
+
0
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2
3
+
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0
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4
+
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8
7
2+
9
2
.
0
4
0+
0
0
1+
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0
2+
0
0
1
4321
5
BLK 1
4
CHIPPEWA ROAD
MO
H
A
W
K
D
R
I
V
E
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
14+00
15+00
14
+
0
0
15
+
0
0
15
+
5
0
.
4
8
POND
(23P)
BTM = 973.00
NWL = 982.00
HWL = 984.19
100 YR B-B = 984.96
IRRIGATION POND
(1P)
BTM = 976.00
NWL = 985.00
HWL = 986.38
POND
(9P)
BTM = 976.00
NWL = 985.00
HWL = 986.90
POND
(5P)
BTM = 974.00
NWL = 983.00
HWL = 984.50
WETLAND 1f
HWL =
985.07
POND 3
HWL =
990.80
WETLAND 1e
HWL = 983.85
WETLAND 2
HWL = 986.23
WETLAND 1d
HWL = 982.49
WETLAND 1c
HWL =
981.72
WETLAND 1b1
HWL = 980.57
WETLAND 1b
HWL = 981.57
FOREBAY
(13P)
BTM = 979.00
NWL = 986.00
HWL = 987.66
WETLAND 1a-North
HWL = 979.07
OUTLOT B
1
2
1
8 7
6 5
4
3
2
1
6
5
4
3 2
1
18
17
16
15
14
13
12
11
10
8
7
6
5
4
3
2
1
1
2
3
4
5
6
7
8
9
10
1
2
34
56
7
8
9
10
11
12
13
14
15
16
9
4
3
2
1
OUTLOT G
OU
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OUTLOT J
OUTLOT J
OUTLOT H
OUTLOT H
OUTLOT K
OUTLOT I
OUTLOT I
OUTLOT K
OUTLOT K
OUTLOT K
OUTLOT K
7
OUTLOT L
OUTLOT L
8
14
9
10
11
12
13
9
8
7
6
5
4
3
2
3
4
WETLAND 1d-2
HWL = 982.55
LA
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CABX
CABX
992.4
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980.6
ST-1
EL=990.6
ST-2
EL=990.4
ST-3
EL=987.4
ST-4
EL=983.8
ST-5
EL=982.2
ST-8
EL=986.2
ST-9
EL=981.2
ST-10
EL=981.7
ST-17EL=982.1
ST-18
EL=982.9
ST-19
EL=983.8
ST-20
EL=982.6
ST-21
EL=982.6
ST-22
EL=985.8
EX. 22" JACKED CASING
EX. 12" DIP WATERMAIN
W/12" PLUG
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.
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.
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.
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12" WAT.
EX. SAN MH
MH 1 MH 2
MH 3
MH 4
MH 5
MH 17
MH 18
MH 19
MH 20
MH 6
MH 7
MH 8
MH 9
MH 10
MH 11
MH 12
MH 13
MH 14
MH 15
MH 16
FES 500
CBMH 501 CB 501A
CBMH 502
CBMH 503
CBMH 504
CB 504AOCS 1
FES 1
FES 400
CB 401A
CBMH 401
CB 401B
FES 305
FES 303
FES 304
FES 302
CBMH 206
CB 206A
CBMH 205
CBMH 204
STMH 203
CBMH 202A
CBMH 202
CBMH 201
FES 200
CB 903ACBMH 903
OCS 2
FES 2
OCS 3
FES 3
CB 601A
CBMH 601
FES 600
FES 100
STMH 100A
CB 101A
CBMH 101
CB 102B
STMH 102
CB 102A
CB 103B
FES 103A
STMH 103
STUB 12"
WATER
C
O
N
N
E
C
T
W
I
T
H
C
O
N
S
T
R
U
C
T
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C
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I
P
P
A
W
A
R
O
A
D
STMH 901
STMH 902
FES 900
FES 4
OCS 4
CB 202B
CD's FOR FINAL PLAT SUBMITTAL
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
CNC
RCH
RCH
2021-08-16
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA-NORTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
NORTH
0 100 200
Pipe Materials
Watermain 6" DIP Class 52-Hydrant Leads, 8" PVC C900 & 12" PVC C900 -Main Lines
(ANSI A21.51/AWWA C151)
Water Service 1" Copper Type K (ASTM B88) Curb Stop shall be adjusted to an elevation
of 2" below finished grade. See detail SER-01.
Sanitary Sewer 8" PVC SDR 35 (ASTM: D3034, D2665, & F891)
Sanitary Sewer Service 4" PVC SCHEDULE 40 (ASTM: D1785, D3034, D2665, & F891)
Storm Sewer RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
Draintile 6" Perforated Polyethylene HDPE (ASTM F667), PVC (ASTM D2729) 1' Behind Curb with a
6"x4" Tee & 4" PVC To Property Line For Home Sump Pump Connection. See C7.4/5.
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to
notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer immediately
if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Medina Standards.
Connect to City Utilities in accordance with City of Medina Standards.
Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for Wet Tap inspection.
Maintain 7.5 Feet of cover on water.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for flushing and pressure test inspections.
All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used to make
watertight connections to manholes, catch basins, and other structures.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail STR-03 & STR-04 on Sheet C7.4.
Irrigation sleeve to be 4" Schedule 80 PVC buried 24" below grade. Extend sleeves 3' beyond the edge of pavement. Mark each end of
sleeve with 3/4" rebar 12" below finish grade. (coordinate with irrigation contractor.)
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall
be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture
content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM
D1557).
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved areas.
Reserved
Coordinate with private utilities to provide electric, natural gas, and communications services.
The City of Medina 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.
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.
All watermain and sanitary sewer testing shall be done in accordance with the City of Medina 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.
Televise sanitary sewer following installation per City guidelines
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
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24.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
C400MEH003.dwg
UTILITY SCHEMATIC /UTILITY NOTES
SERVICES & STORM SCHEDULE
C4.0
CB 401A
CBMH 401(SUMP)
CB 206A
CBMH 206
CBMH 205
CBMH 204
STMH 203
CB 202B
CBMH 202A
CBMH 202
CBMH 201(SUMP)
CB 103B
STMH 103
CB 102B
CB 102A
CB 101A
CBMH 101(SUMP)
STMH 100A
48"
48"
R-3067-VB
R-1642-B
STORM SEWER SCHEDULE
CB 401B
STMH 102
2'x3'
NUMBER DIAM.CASTING
CB 903A
CBMH 903(SUMP)
CB 601A
CBMH 601(SUMP)
CB 504A
CBMH 504
CBMH 503
CBMH 502
CB 501A
CBMH 501(SUMP)
OCS 1
OCS 2
OCS 3
DETAIL
STO-1
48"
2'x3'
2'x3'
48"
27"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
R-3067-VB
R-1642-B
R-1642-B
R-1642-B
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
2'x3'
2'x3'
2'x3'
2'x3'
2'x3'
2'x3'
2'x3'
48"
48"
2'x3'
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-4342
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
STO-1
STO-1
STO-1
STO-04
STO-05
STO-5
STO-5
STO-7
STO-4
STO-4
STO-04
STO-05
STO-04
STO-05
STO-04
STO-05
STO-04
STO-4
STO-4
STO-4
STO-5
STO-5
STO-4
STO-4
STO-5
STO-04
STO-05
STO-4
STO-5
GALVANIZED C7.6/1
GALVANIZED
GALVANIZED
C7.6/2
C7.6/3
FES 2
FES 3
FES 1
FES 100
FES 103A
FES 200
FES 302
FES 303
FES 304
FES 305
FES 500
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
21" RCP APRON STO-8 &9
18" RCP APRON
18" RCP APRON
18" RCP APRON
18" RCP APRON
STO-8 &9
STO-8
STO-8
STO-8 &9
STO-8 &915" RCP APRON
12" RCP APRON STO-8 &9
FES 600 NA STO-8 &915" RCP APRON
21" RCP APRON STO-8 &9
15" RCP APRON STO-8
STO-8 &915" RCP APRON
18" RCP APRON STO-8 &9
SERVICES SCHEDULE (NORTH)
1.TOP NUT HYDRANT, 725 FEET ± FROM THE CENTERLINES INTERSECTION OF THE WESTBOUND LANE OF TRUNK
HIGHWAY NO. 55 AND MOHAWK DRIVE. WEST SIDE OF MOWHAWK DRIVE.
ELEVATION = 998.180
2.TOP NUT HYDRANT, NORTHEAST QUADRANT OF THE INTERSECTION OF CHIPPAWA ROAD AND HACKAMORE DRIVE.
ELEVATION = 1007.372
BENCHMARK
FES 900 NA STO-8 &915" RCP APRON
STMH 901 48"R-1642-B STO-1
STMH 902 48"R-1642-B STO-1
UTILITY SCHEMATIC (NORTH)1
OCS 4 48"GALVANIZED C7.6/4
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IRRIGATION FILTRATION
AND PUMP HOUSE AND
BACKUP WELL
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IRRIGATION FILTRATION
AND PUMP HOUSE AND
BACKUP WELL
L7.1
4
Wetland
Sign (Typ.)
L7.1
4
Wetland
Sign (Typ.)
TREES QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
152 Overstory Tree 60`H x 30`W 2"Cal B & B
58 Privacy and Boulevard Tree 60`H x 40`W 2"Cal B & B
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ABBA 35 Abies balsamea / Balsam Fir 60`H x 30`W 6` Ht.B & B
LALA 5 Larix laricina / Tamarack 70`H x 50`W 6` Ht.B & B
PIGL 21 Picea glauca / White Spruce 50`H x 20`W 6` Ht.B & B
PIST 20 Pinus strobus / Eastern White Pine 70` H x 40` W 6` Ht.B & B
THOC 18 Thuja occidentalis / American Arborvitae 40`H x 15`W 6` Ht.B & B
PLANT SCHEDULE NORTH - BUFFER
REUSE IRRIGATION LINEREUSE IRRIGATION LINE
NORTH
0 100 200
CD's FOR FINAL PLAT SUBMITTAL
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
CNC
RCH
RCH
2021-08-16
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA-NORTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L201MEH003.dwg
LANDSCAPE PLAN
NORTH
L2.1
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Mesic Short Urban South and West) as defined by the MN Board of Water and Soil Resources. Native Seeds
shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation
to the Owner 30 days minimum prior to installation.
Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,
infestation, damage, and disfiguration. For discrepancy between the number of plants on the Schedule and the number shown on the
Drawing, the Drawing shall govern.
All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.
Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.
Spread a minimum of 4 inches of topsoil and seed/sod all turf areas disturbed by Construction.
Protective fencing should be installed around all planted trees. See L7.1 sheet for Detail.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required
erosion prevention and sediment control.
Install a 4-foot diameter shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Vinyl
edging is not required, unless noted otherwise.
In-ground irrigation systems may not connect to city water, they must connect to pond or well water.
All disturbed areas in the wetland buffers must be restored with native vegetation, and restoration must be maintained and replanted
as needed for a duration of not less than the first two full growing seasons after planting.
Wetland buffer signs to be installed at a minimum one per lot, on all common lot lines, and placed every 250' thereafter.
Sod areas from back of curb to 20' beyond building footprint, provide turf seed (MNDOT 25-151 Residential Turf) for all other turf
areas.
The Site should be mulched and disc-anchored following packing using MnDOT Type 3 weed free mulch, at a rate of 2.0 tons per
acre.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
GENERAL NOTES
LANDSCAPE NOTES
LANDSCAPE - R2 ZONING
Area
Proposed
Developement
R2
R2
R2
R2
Required
Buffer Yard
Opacity
0.3
0.1
0.1
0.2
Width of
Buffer Yard
20
35
25
35
Minimum Planting
Points per 100
Lineal Feet
320
62
68
140
Length of
Buffer Yard
838'
718'
95'
400'
Total Points
Required
2682
445
65
560
Total Overstory Trees
Provided
(50 planting points
each)
54
29
0
12
Total Medium Deciduous /
Coniferous Trees Provided
(20 planting Points each)
0
0
4
0
D
E
F
LANDSCAPE - BUFFER YARDS
LEGEND
Adjacent
District
Rural
R3
R3
R1
PLANT SCHEDULE
D
D
G
13.
13.
(Typ)
13.
(Typ)
13.
(Typ)
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Joshua K. Popehn
License No:Date:
MO
H
A
W
K
D
R
I
V
E
CHIPPEWA ROAD
14.
15.(Typ)
Wetland Buffer
14.
15.
14.
15.(Typ)
Wetland Buffer
15.(Typ)
Wetland Buffer
14.
Wetland
Buffer
14.
15.(Typ)
Wetland Buffer
Silt Fence
Silt Fence
Silt Fence
Silt Fence
14.
Wetland Buffer
Silt Fence
Wetland Delineation
1.TOP NUT HYDRANT, 725 FEET ± FROM THE CENTERLINES INTERSECTION OF THE WESTBOUND LANE OF TRUNK
HIGHWAY NO. 55 AND MOHAWK DRIVE. WEST SIDE OF MOWHAWK DRIVE.
ELEVATION = 998.180
2.TOP NUT HYDRANT, NORTHEAST QUADRANT OF THE INTERSECTION OF CHIPPAWA ROAD AND HACKAMORE DRIVE.
ELEVATION = 1007.372
BENCHMARK
This Landscape Plan has been developed to meet three landscaping requirements as defined by code: (A) Lot landscaping for R-1,
R-2, R-3 zoning, (B) Buffer Yards, and (C) Privacy and Boulevard Trees.
For construction Staking and Surveying services contact Landform at 612.252.9070.
1.
2.
A
B
C
R-2 Zoning - tree locations have been provided as a guide for lot builders who are responsible for required landscaping at the time of
home construction. A generic tree symbol is used in these instances. Tree species selection for these must conform with the provided
list. No species should comprise more than 25% of the total planting.
Buffer Yards - tree locations and species have been provided to conform with City calculations and requirements. Any modifications
to this plan must be approved by the City of Medina at the time of building permit.
Privacy and Boulevard Trees - tree locations have been provided for additional privacy and boulevard trees. Tree species selection
for these must conform with the provided list. No species should comprise more than 25% of the total planting.B
(Typ)
A
(Typ)
Front Yard Trees:
Minimum Size:
Location:
Type:
R2 Requirements
Two overstory trees per lot
Deciduous trees should be minimum 2 caliper inches measured 4 feet off the ground
Coniferous trees should be minimum 6 feet in height
Fifteen feet from front lot line. Applies to both trees for single family dwellings and one tree for two-family dwellings
Native species are required. A variety of tree species are required, no one species should be more than 25% of the total.
Final selections should comply with the provided list of trees, which also comply with City tree requirements.
ACCEPTABLE TREE SPECIES SELECTION
Deciduous Trees
Ash, Black (Fraxinus nigra)
Aspen, bigtooth (Populus grandidentata)
Aspen, quaking (Populus tremuloides)
Basswood, American (Tilia americana)
Birch, paper (Betula papyrifera)
Birch, river (Betula nigra)
Birch, yellow (Betula alleghaniensis)
Cherry pin (Prunus pensylvanica)
Elm, American (Ulmus americana)*
Hickory, bitternut (Carya cordiformis)
Honeylocust (Gleditsia triacanthos)
Hornbeam, American (Carpinus caroliniana)
Ironwood (Ostrya virginiana)
Maple, Sugar (Acer saccharum)
Maple, Red (Acer rubrum)
*cultivars resistant to Dutch Elm Disease
Coniferous Trees
Cedar, Northern White (Thuja occidentalis)
Fir, Balsam (Abies balsamea)
Spruce, White (Picea glauca)
Pine, Eastern White (Pinus strobus)
Oak, Red (Quercus rubra)
Oak, White (Quercus alba)
Oak, Bur (Quercus macrocarpa)
Oak, Swamp White (Quercus bicolor)
Walnut, Black (Salix nigra)
Buffer Yard Requirements
15.(Typ)
Wetland 1a-North
HWL = 979.08
Wetland Delineation
BWSR Mesic Short Urban South and West
45.95 lbs/acre
Irrigation Line
Wetland Boundary
Wetland Buffer
Limits of Grading
Provide sod from back of curb to 20' behind building footprint.
For other turf areas seed with mix: MNDOT 25-151 Residential Turf (120 lbs/acre)
16.
16.(Typ)
16.(Typ)
16.
16.
(Typ)
MNDOT Wet Meadow South and West
12 lbs/acre
MNDOT 25-131 Low Maintenance Turf
220 lbs/acre
17.
17.(Typ)
17.
(Typ)
17.
(Typ)
17.
(Typ)
10.9 Acres / 503 lbs seed
Sod = 6.2 acres
Seed = 2.6 acres / 317 lbs seed
0.1 Acres / 1.2 lbs seed
0.6 Acres / 135 lbs seed
Quantity
MnDOT Type 3 weed free mulch will be used for erosion control and stabilization on all seeded areas
2.0 tons per acre17.
14.3 Acres total seeded area /
29 tons mulch
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-0+22 0+00 1+00 2+00 3+00 4+00
5+00
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4+61.32
(9P)
BTM = 976.00
NWL = 985.00
HWL = 986.90
FILTRATION
BASIN (16P)
BTM = 984.50
HWL = 987.38
POND
(14P)
BTM = 975.00
NWL = 984.00
HWL = 986.34
WETLAND 5b
W
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5
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=
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WETLAND 1f
HWL =
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POND 3
HWL =
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WETLAND 2
HWL = 986.23
FOREBAY
(13P)
BTM = 979.00
NWL = 986.00
HWL = 987.66
5
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WL
5a
ST-11
EL=997.4
ST-12
EL=990.2
ST-13
EL=991.7
ST-14
EL=988.3
ST-15
EL=989.0
ST-22
EL=985.8
L.P.H.P.
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EOF
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C7.1
2
FES EROSION
CONTROL (TYP)
C7.1
1
TEMPORARY
COMPOST BIO LOG
ENKAMAT (TYP)
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
3,4&9
INLET
PROTECTION
OCS 9
C7.1
3,4&9
INLET
PROTECTION
C7.1
10
SILT FENCE
HEAVY DUTY
LEAPING CIRCLE
C7.1
5
SILT
FENCE
C7.1
2
FES EROSION
CONTROL (TYP)
ENTRANCE C7.1
1
TEMPORARY
COMPOST BIO LOG
BLANKET
FUTU
R
E
A
R
E
A
MO
H
A
W
K
R
O
A
D
DR
I
V
E
HI
L
L
S
I
D
E
DEER
CBMH 1301
CB 903A
CBMH 903
STMH 902 STMH 901
FES 1802
STMH 1801
FES 1203A
CBMH 1203
CBMH 1202
FES 1202A
FES 1200
STMH 1302
CBMH 1311 CB 1311A
CBMH 1312
CB 1313
OCS 8
CBMH 1303
CBMH 1304
CBMH 1305
CB 1305A
OCS 10
CHIPPEWA ROAD
OCS 4
FES 4
INV=984.90
INV=985.00
INV=986.50 INV=985.77
STMH 1201
INV=987.80
FES 10
FES 1314
INV: 986.00
FES 5
FES 1800
FES 900
INV=984.5
INV=984.20
INV=984.00
FES 1300
FES 8
INV=983.90
INV=981.73
INV=981.80
OCS 5
MH 1EX. SAN MH
MH 2
MH 32
MH 33
MH 31
MH 34 MH 35
FES 1900
INV: 981.20
FES 1902
INV: 981.20
NORTH
0 50 100
RCH
RCH
RCH
RCH
2021-08-16
2021-09-23
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA SOUTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
CD's FOR FINAL PLAT SUBMITTAL
CITY REVIEW COMMENTS
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
C301MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.1
SE
E
S
H
E
E
T
C
3
.
3
SYMBOL DESCRIPTION
LEGEND
SYMBOL DESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
ESTIMATED QUANTITY
FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading.
Geotechnical report has not yet been received, it will be provided once obtained.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for
use on site and replaced with excess organic material with prior Owner approval.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet
and unstable.
Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and
provide periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet
which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of
optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified
Proctor Density (ASTM D1557).
14.
15.
16.
17.
18.
19.
20.
21.
22.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing
runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion
and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.8 for additional requirements.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or
permanently ceased.
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control
MN TYPE 25-151 @ 120 LB/AC - Permanent Turf
Mulch MNDOT 3882
MNDOT TYPE 1 @ 2 TON/AC Disc Anchored)
MNDOT 3881
General placement MNDOT 2575
Erosion Control Blanket MNDOT 3885
MNDOT TYPE 3N
4.
6.
7.
8.
9.
10.
11.
12.
13.
GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES
5
Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.
Refer to Import Stockpile on Sheet C3.0.
Reserved.
24.
26.
PAVING NOTES
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE
: MINIMUM BASEMENT ELEVATION
: FRONT GARAGE FLOOR ELEVATION
: DRP 1' DENOTES DISTANCE GARAGE
FLOOR IS DROPPED FROM TYPICAL.
DRP
1'
MAIN STREET
BLK 1
5
X 105.0 X 105.0
X
106.5
X
106.5
DENOTES PROPOSED LOT CORNER
ELEVATIONS
DENOTES DRAINAGE & UTILITY
EASEMENT
20' FRONT
10' SIDE
10' REAR
UNLESS SHOWN OTHERWISE
DENOTES BUILDING
SETBACKS
BUILDING TYPES:
FBWO = FULL BASEMENT WALK OUT
FBLO = FULL BASEMENT LOOK OUT
SEWO = SPLIT ENTRY WALK OUT
FB = FULL BASEMENT
DENOTES DRAINAGE FLOW
4.
5
%
DENOTES DRIVEWAY SLOPE
GF=108.5
100.0
FB
108.3
25
5
5
25.
:Pavement Sawcut
:Construction Limits
HWL :100 YEAR HIGH WATER LINE
3
1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk
highway no. 55 and Mohawk Drive. West side of Mowhawk Drive.
Elevation = 998.180
2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore
Drive.
Elevation = 1007.372
BENCHMARK
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
Site is located within the boundaries of the elm creek watershed management commission (ecwmc).
Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with
grading spoil.
1.
2.
:Inlet Protection
nn
:Silt Fence
(North 10,430)
(South 8,400)
(Chippewa 6,670)
:Vehicle Tracking Pad
:Compost or Bio Log
(North 50)
(South 300)
(Chippewa 450)
)))))))))))))
:Erosion Control Blanket
:Heavy Duty Silt Fence
(North 5,995)
(South 5,985)
(Chippewa 4,725)
:Wetland Impact Area
:Flood Plain Impact Area
:Flood Plain Mitigation Area
49 Each
25,500 Feet
800 Feet
16,705 Feet
HH
CABX
CABX
CABX
C
A
B
X
CAB
X
HH
INV=981.53
CMP INV 36
INV=981.87
CMP INV 36
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WL 1h
ST-14
EL=988.3
ST-16
EL=990.5
RE=982.28
INV 12IN CMP
RE=982.70
INV 12IN CMP
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L
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GF=991
.
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990.8
GF
=
9
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.
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7
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=
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.
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9
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.
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.
0
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=
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9
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.
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.
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.
5
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9
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4
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.
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.
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9
9
4
.
6
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.
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L
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.
0
9
9
4
98
8
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99
0
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98
8
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986
986
984
982
980
98
6
980
982
984
992
98
0
98
4
98
6
988
9
8
4
984
988
988
992
98
6
994
9
9
4
9
9
2
98
6
986
986
98
6
988
988
99
2
978
984
983
982
980
978
976 976
980
983
984
985
98
6
986
98
5
98
4
98
3
980
976
975
978
980
982983
984
986
98
8
98
5
98
5
98
7
9
8
5
98
6
9
8
6
98
7
9
8
7
99
2
990
990
9
9
4
994
994
99
4
9
9
4
99
4
99
4
98
8
98
6
99
0
97
7
975
992
984
983.5
994OUTLOT B
6
5
3
4
2
1
7
8
BLK
4
BLK 5
1
2
3
45
6
7 10
9
-0+2
8
0+0
0
1+0
0
2+0
0
2+3
7
.
0
2
-0+50 0+00 1+00 2+00
3+00
4+00
5+0
0
6+0
0
7+
0
0
8+
0
0
9+
0
0
-0+50 0+00 1+00
POND
(18P)
BTM = 978.00
NWL = 986.00
HWL = 987.26
IRRIGATION
POND
(20P)
BTM = 975.00
NWL = 984.00
HWL = 986.26
OUTLOT C
WET 1h
HWL = 983.84
WET 4
HWL = 984.98
WETLAND 5b
HWL = 983.37
100-YR B-B = 984.28
OUTLOT D
25
'
35
'
35
'
50'
50'
50
'
B
U
F
F
E
R
3
0
'
30'
25
'
25'
25'
25'
42'
38
'
C7.1
3,4&5
INLET
PROTECTION
C7.1
10
SILT FENCE
HEAVY DUTY
C7.1
5
SILT FENCE
MO
H
A
W
K
R
O
A
D
C7.1
7
EROSION
CONTROL
BLANKET
DR
I
V
E
HILL
S
I
D
E
BR
O
O
K
V
I
E
W
C
O
U
R
T
C7.1
7
ROCK
CONSTRUCTION
ENTRANCE
C7.1
3, 4 & 9
INLET
PROTECTION
C7.1
3,4&9
INLET
PROTECTION
C7.1
10
SILT FENCE
HEAVY DUTY
C7.1
5
SILT
FENCE
C7.1
2
FES EROSION
CONTROL (TYP)
C7.1
1
TEMPORARY
COMPOST
BIO LOG
OHW
C7.1
8
ROCK
CONSTRUCTION
EASEMENT
STA
T
E
H
W
Y
.
5
5
INV=984.00
MH 38
MH 37
MH 30
MH 29
MH 28
MH 27
MH 26
EX. SAN MH 3
FES 7
FES 1600
FES 1601
INV: 983.32
FES 1500
FES 6
CBMH 1502
CBMH 1501
OCS 6
INV=982.60
INV=985.70
INV=983.80
CBMH 1503
CB 1503B
CB 1503A
CB 1501B
OCS 7
FES 1602
INV=982.60
FES 1603
INV: 983.32
FES 1903
INV= 981.11
FES 1901
INV= 981.11
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
WE
T
L
A
N
D
1a
-
S
o
u
t
h
PROPOSED 100-YR
HWL = 981.94
NORTH
0 50 100
RCH
RCH
RCH
RCH
2021-08-16
2021-09-23
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA SOUTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
CD's FOR FINAL PLAT SUBMITTAL
CITY REVIEW COMMENTS
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
C302MEH003.dwg
GRADING , DRAINAGE AND
EROSION CONTROL
C3.2
:Pavement Sawcut
:Construction Limits
NO SCALE
TYPICAL LOT DETAIL1
SEE SHEET C3.1 FOR TYPICAL LOT DETAIL
LEGEND
SYMBOL DESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
SEE SHEET C3.1
ESTIMATED QUANTITY
FOR ENTIRE PROJECT
3
1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk highway no. 55 and Mohawk Drive.
West side of Mowhawk Drive.
Elevation = 998.180
2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore Drive.
Elevation = 1007.372
BENCHMARK
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Geotechnical report has not yet been received, it will be provided once obtained.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site
and replaced with excess organic material with prior Owner approval.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable.
Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic
reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be
compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In
granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557).
14.
15.
16.
17.
18.
19.
20.
21.
22.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing
runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion
and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.6 for additional requirements.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or
permanently ceased.
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control
MN TYPE 25-151 @ 120 LB/AC - Permanent Turf
Mulch MNDOT 3882
MNDOT TYPE 1 @ 2 TON/AC Disc Anchored)
MNDOT 3881
General placement MNDOT 2575
Erosion Control Blanket MNDOT 3885
MNDOT TYPE 3N
4.
6.
7.
8.
9.
10.
11.
12.
13.
GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
5
Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.
Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.
Meet and Match existing curb. Transition as needed.
24.
25.
26.
PAVING NOTES
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
Site is located within the boundaries of the elm creek watershed management commission (ecwmc).
Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil.
1.
2.
5
HWL :100 YEAR HIGH WATER LINE
:Inlet Protection
nn
:Silt Fence
(North 10,430)
(South 8,400)
(Chippewa 6,670)
:Vehicle Tracking Pad
49 Each
3 Each
25,500 Feet
:Compost or Bio Log
(North 50)
(South 300)
(Chippewa 450)
800 Feet)))))))))))))
:Erosion Control Blanket 12,000 S.Y.
:Heavy Duty Silt Fence
(North 5,995)
(South 5,985)
(Chippewa 4,725)
16,705 Feet
:Wetland Impact Area
:Flood Plain Impact Area
:Flood Plain Mitigation Area
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FILTRATION
BASIN (16P)
BTM = 984.50
HWL = 987.38
POND
(14P)
BTM = 975.00
NWL = 984.00
HWL = 986.34
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OUTLOT B
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C7.1
10
SILT FENCE
HEAVY DUTY
C7.1
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C7.1
2
FES EROSION
CONTROL (TYP)
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C7.1
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SILT
FENCE
C7.1
1
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COMPOST
BIO LOG
CHIPPEWA ROAD
FES 1203A
INV: 986.50
FES 1200
FES 1802
INV: 984.20
FES 900
FES 5
FES 8
FES 1314
INV: 986.00
MH 34
MH 35
MH 36
MH 30
MH 31
MH 32
MH 37
MH 33
CBMH 1203
CBMH 1202STMH 1201
OCS 4
STMH 1302
CBMH 1301 CBMH 1311 CB 1311A CB 1313
CBMH 1312
OCS 8
CBMH 1305
CBMH 1303
CBMH 1304
CB 1305A
OCS 5
STMH 1801
INV=983.90
INV=981.73
FES 1800
INV=981.80
INV=984.50
FES 1202A
INV=985.77
INV=985.00
FES 1300
INV=984.00
FES 1901
INV= 981.11
FES 1903
INV= 981.11
FES 1902
981.20
FES 1900
981.20
NORTH
0 50 100
RCH
RCH
RCH
RCH
2021-08-16
2021-09-23
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA SOUTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
CD's FOR FINAL PLAT SUBMITTAL
CITY REVIEW COMMENTS
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
C303MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.3
SE
E
S
H
E
E
T
C
3
.
1
SYMBOL DESCRIPTION
LEGEND
SYMBOL DESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
:Pavement Sawcut
:Construction Limits
ESTIMATED QUANTITY
FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading.
Geotechnical report has not yet been received, it will be provided once obtained.
Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for
use on site and replaced with excess organic material with prior Owner approval.
Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet
and unstable.
Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE).
Refer to Structural Specifications for earthwork requirements for building pads.
An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and
provide periodic reports to the Owner.
Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction
throughout the lift.
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet
which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of
optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified
Proctor Density (ASTM D1557).
14.
15.
16.
17.
18.
19.
20.
21.
22.
Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing
runoff are permanently stabilized and dispose of off site.
Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.
Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.
Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion
and control sediment carried by wind or water.
Refer to SWPPP Notes on Sheet C3.6 for additional requirements.
Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized.
All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or
permanently ceased.
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number
Sod MNDOT 3878
Seed MNDOT 3876
MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control
MN TYPE 25-151 @ 120 LB/AC - Permanent Turf
Mulch MNDOT 3882
MNDOT TYPE 1 @ 2 TON/AC Disc Anchored)
MNDOT 3881
General placement MNDOT 2575
Erosion Control Blanket MNDOT 3885
MNDOT TYPE 3N
4.
6.
7.
8.
9.
10.
11.
12.
13.
GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES
5
Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.
Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines.
Meet and Match existing curb. Transition as needed.
24.
25.
26.
PAVING NOTES
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE
: MINIMUM BASEMENT ELEVATION
: FRONT GARAGE FLOOR ELEVATION
: DRP 1' DENOTES DISTANCE GARAGE
FLOOR IS DROPPED FROM TYPICAL.
DRP
1'
MAIN STREET
BLK 1
5
X 105.0 X 105.0
X
106.5
X
106.5
DENOTES PROPOSED LOT CORNER
ELEVATIONS
DENOTES DRAINAGE & UTILITY
EASEMENT
20' FRONT
10' SIDE
10' REAR
UNLESS SHOWN OTHERWISE
DENOTES BUILDING
SETBACKS
BUILDING TYPES:
FBWO = FULL BASEMENT WALK OUT
FBLO = FULL BASEMENT LOOK OUT
SEWO = SPLIT ENTRY WALK OUT
FB = FULL BASEMENT
DENOTES DRAINAGE FLOW
4.
5
%
DENOTES DRIVEWAY SLOPE
GF=108.5
100.0
FB
108.3
5
HWL :100 YEAR HIGH WATER LINE
3
1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk
highway no. 55 and Mohawk Drive. West side of Mowhawk Drive.
Elevation = 998.180
2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore
Drive.
Elevation = 1007.372
BENCHMARK
GENERAL NOTES
For construction staking and surveying services contact Landform at 612.252.9070.
Site is located within the boundaries of the elm creek watershed management commission (ecwmc).
Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with
grading spoil.
1.
2.
:Inlet Protection
nn
:Silt Fence
(North 10,430)
(South 8,400)
(Chippewa 6,670)
:Vehicle Tracking Pad
:Compost or Bio Log
(North 50)
(South 300)
(Chippewa 450)
)))))))))))))
:Erosion Control Blanket
:Heavy Duty Silt Fence
(North 5,995)
(South 5,985)
(Chippewa 4,725)
:Wetland Impact Area
:Flood Plain Impact Area
:Flood Plain Mitigation Area
49 Each
25,500 Feet
800 Feet
16,705 Feet
0+
0
0
OUTLOT A
OUTLOT B
1
2
3
4
56
7
8 BLK
2
6
5
3
4
2
1
7
8
432
3
1
2 1
4
2
3
BLK 6
BLK
4
BLK 5
1
1
2
3
45
6
7
9
10
9
5
BLK 1
4
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
15+00
16+00
-0+22 0+00 1+00 2+00 3+00 4+00
5+00
6+
0
0
7
+
0
0
7
+
0
9
.
4
2
-0+2
8
0+0
0
1+0
0
2+0
0
2+3
7
.
0
2
-0+50 0+00 1+00 2+00
3+00
4+00
5+0
0
6+0
0
7+
0
0
8+
0
0
9+
0
0
10+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
15
+
5
0
.
4
8
FILTRATION
BASIN (16P)
BTM = 984.50
HWL = 987.38
POND
(18P)
BTM = 978.00
NWL = 986.00
HWL = 987.26
IRRIGATION
POND
(20P)
BTM = 975.00
NWL = 984.00
HWL = 986.26
POND
(14P)
BTM = 975.00
NWL = 984.00
HWL = 986.34
PROPOSED 100-YR
HWL = 981.94
OUTLOT C
WET 1h
HWL = 983.84
WETLAND 5b
HWL = 983.37
100-YR B-B = 984.28
W
E
T
5
a
H
W
L
=
9
8
4
.
2
8
1
0
0
-
Y
R
B
-
B
=
9
8
7
.
8
0
WETLAND 1f
HWL =
985.07
POND 3
HWL =
990.80
FOREBAY
(13P)
BTM = 979.00
NWL = 986.00
HWL = 987.66
BLK
3
OUTLOT B
1
40'
BR
O
O
K
V
I
E
W
LA
N
E
OUTLOT EOUTLOT E
CABX
OE
OE
G
G
G
G
G
G
G
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G
G
G
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>
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33
33 33
3333
33
468.00
46
8
.
0
0
59
0
.
0
0
980.
6
980.6
ST-11
EL=997.4
ST-12EL=990.2
ST-13
EL=991.7
ST-14
EL=988.3
ST-15
EL=989.0
ST-16
EL=990.5
980.6
98
0
.
6
98
1
.
5
981.5
981.5
981.5
>
>
>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>
>
>>
>>
>>
SAN
SAN
>>
>>
>>
>>>>
>
>
>
>
>
>
SA
N
>>
>
>
>>
>
>
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>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
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>
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>>
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>
8" WAT.
8" WAT
.
8" W
A
T
.
8"
W
A
T
.
8"
W
A
T
.
8" WAT.
8"
W
A
T
.
8"
W
A
T
.
8"
W
A
T
.
SAN
SAN
SAN
SA
N
SAN
S
A
N
SA
N
SAN
SA
N
SA
N
SAN
8"
W
A
T
.
8"
W
A
T
.
8" W
A
T
.
>>
12" WA
T
.
12" WAT.
>>
>>
MH 2
STUB 8"
WATER
CO
N
N
E
C
T
W
I
T
H
CO
N
S
T
R
U
C
T
I
O
N
OF
C
H
I
P
P
A
W
A
R
O
A
D
FES 1202A
CBMH 1202CBMH 1203
FES 1203A
FES 1200
OCS 5
FES 5
FES 1802
FES 1800
STMH 1801
FES 1314
CB 1313
CBMH 1312
CB 1311A
CBMH 1311CBMH 1301
FES 1300
STMH 1302
CBMH 1303
CBMH 1304
CBMH 1305
CB 1305A
CB 1503B
CBMH 1503
CB 1503A
CBMH 1502
FES 1500
CBMH 1501
CBMH 1501A
CB 1501B
FES 1601
FES 1600
BOX CULVERT 1
BOX CULVERT 2
BOX CULVERT 3
BOX CULVERT 4
BOX CULVERT 5
MH 33
MH 32
MH 34 MH 35
MH 36
MH 31
MH 30
MH 38
MH 37
MH 29
MH 28
MH 27
MH 26
OCS 7
FES 7
OCS 6FES 6
OCS 8
FES 8
STMH 1201
CIRC
L
E
LEAPING DEER
HILLSIDE
DR
I
V
E
BR
O
O
K
V
I
E
W
C
O
U
R
T
CHIPPEWA ROAD
FES 10
OCS 10
RCH
RCH
RCH
RCH
2021-08-16
2021-09-23
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA SOUTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
CD's FOR FINAL PLAT SUBMITTAL
CITY REVIEW COMMENTS
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
NORTH
0 100 200
C400MEH003.dwg
UTILITY SCHEMATIC /UTILITY NOTES/
SERVICE & STORM SCHEDULE
C4.0
STORM SEWER SCHEDULE
NUMBER DIAM.CASTING DETAIL
SERVICE SCHEDULE (SOUTH)
STMH 1201
CBMH 1202
CBMH 1203
CBMH 1301 (SUMP)
CBMH 1311
CB 1311A
CBMH 1312
CBMH 1313
STMH 1302
CBMH 1303
CBMH 1304
CBMH 1305
CB 1305A
CBMH 1501A
CB 1501B
CBMH 1502
CBMH 1503
CB 1503A
CB 1503B
STMH 1801
FES 1200
FES 1202A
FES 1203A
FES 1300
FES 1314
FES 1500
FES 1600
FES 1601
FES 1800
FES 1802
FES 5
FES 6
FES 7
FES 8
OCS 5
OCS 6
OCS 7
OCS 8
48"
48"
48"
48"
2'x3'
2'x3'
2'x3'
2'x3'
CBMH 1501
2'x3'
2'x3'
2'x3'
2'x3'
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
48"
18" RCP APRON
15" RCP APRON
15" RCP APRON
21" RCP APRON
18" RCP APRON
21" RCP APRON
12" RCP APRON
12" RCP APRON
15" RCP APRON
12" RCP APRON
15" RCP APRON
12" RCP APRON
12" RCP APRON
12" RCP APRON
R-1642-B
R-1642-B
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-3067-VB
R-1642-B
R-3067-V
R-3067-V
R-3067-V
R-3067-V
GALVANIZED
GALVANIZED
GALVANIZED
GALVANIZED
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
STO-8 &9
STO-8 &9
STO-8 &9
STO-8 &9
STO-8 &9
STO-8 &9
STO-8 &9
STO-8 &9
STO-8 &9
STO-8
STO-8
STO-8
STO-8
STO-8 &9
STO-1
STO-1
STO-1
STO-4
STO-4
STO-4
STO-04
STO-4
STO-4
STO-4
STO-4
STO-4
STO-4
STO-05
STO-04
STO-04
STO-04
STO-05
STO-05
STO-05
STO-5
C7.6/1
C7.6/2
C7.6/3
C7.6/4
OCS 10 48"GALVANIZED C7.6/5
UTILITY SCHEMATIC (SOUTH)1
Denotes 4" rigid insulation
Pipe Materials
Watermain 6" DIP Class 52-Hydrant Leads, 8" PVC C900 & 12" PVC C900 -Main Lines
(ANSI A21.51/AWWA C151)
Water Service 1" Copper Type K (ASTM B88) Curb Stop shall be adjusted to an elevation
of 2" below finished grade. See detail SER-01.
Sanitary Sewer 8" PVC SDR 35 (ASTM: D3034, D2665, & F891)
Sanitary Sewer Service 4" PVC SCHEDULE 40 (ASTM: D1785, D3034, D2665, & F891)
Storm Sewer RCP 12"-18" CLASS 5 (ASTM C76)
RCP 21" CLASS 4 (ASTM C76)
RCP 24"-48" CLASS 3 (ASTM C76)
Draintile 6" Perforated Polyethylene HDPE (ASTM F667), PVC (ASTM D2729) 1' Behind Curb with a
6"x4" Tee & 4" PVC To Property Line For Home Sump Pump Connection. See C7.4/5.
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to
notify Engineer immediately if there is any discrepancy.
Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer immediately
if any conflicts are discovered.
Provide means and measures to protect adjacent property from damage during utility installation.
Pipe lengths shown are from center of structure to center of structure or end of end section.
Install tracer wire with all non-conductive utilities in accordance with City of Medina Standards.
Connect to City Utilities in accordance with City of Medina Standards.
Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for Wet Tap inspection.
Maintain 7.5 Feet of cover on water.
Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation
between joints.
Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for flushing and pressure test inspections.
All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used to make
watertight connections to manholes, catch basins, and other structures.
Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail STR-03 & STR-04 on Sheet C7.X.
Irrigation sleeve to be 4" Schedule 80 PVC buried 24" below grade. Extend sleeves 3' beyond the edge of pavement. Mark each end of
sleeve with 3/4" rebar 12" below finish grade. (coordinate with irrigation contractor.)
Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall
be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture
content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM
D1557).
Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved areas.
Reserved
Coordinate with private utilities to provide electric, natural gas, and communications services.
The City of Medina 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.
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.
All watermain and sanitary sewer testing shall be done in accordance with the City of Medina 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.
Televise sanitary sewer following installation per City guidelines
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
1.TOP NUT HYDRANT, 725 FEET ± FROM THE CENTERLINES INTERSECTION OF THE WESTBOUND LANE OF TRUNK
HIGHWAY NO. 55 AND MOHAWK DRIVE. WEST SIDE OF MOWHAWK DRIVE.
ELEVATION = 998.180
2.TOP NUT HYDRANT, NORTHEAST QUADRANT OF THE INTERSECTION OF CHIPPAWA ROAD AND HACKAMORE DRIVE.
ELEVATION = 1007.372
BENCHMARK
>>
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OTV
G
OT
V
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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>
>
>
>
>
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>>
980.6
980.
6
980.
6
980.
6
980.
6
980.
6
980
.
6
980.6
408409
435437
442
454455
456
463
486
487
498
499
500 501502503
504
505
506
515516517
518 525
531
536
537 538539
544
545
552
576
592593
401 402
403
404
405
406
407
410
411
412413
414415
416
417
418
419
420
421
422
423
424
425
426
427428429430
431
432
433
434
436438
439440
441
443444
445
446447
448
449
450451
452453
457458
459
460
461
462
464465
466
467
468
469470
471
472473
474475476
477
478
479
480
481482
483
484
485
488489
490
491
492
493494
495
496497
507508
509510
511
512513
514
519
520521
522
523
524
526 527
528
529
530
532533
534535
540
541
542
543
546
547
548
549
550
551 553
554555
556
557
558
559
560561
562
563
564
565566
567
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1944
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1950
1960
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1963
1964
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1968
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19701971
1972
1973
1974
1975
1976
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1978 1979
1980
1981
19821983
1984 1985
1986
1987 1988
1989
1990
1991
19921993
1994
1995
1996
19971998
1999
2000
20012002
20032004
2005
20062007
200820092010
2011201220132014
2015
20162017
2018
2019
202020212022
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202920302031
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OUTLOT A
OUTLOT B
1
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FILTRATION
BASIN (16P)
POND
(18P)
IRRIGATION
POND
(20P)
POND
(14P)
PROPOSED 100-YR
HWL = 981.94
OUTLOT C
WET 1h
WET 4
WETLAND 5b
W
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5
a
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RE
U
S
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I
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G
A
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IRRIGATION FILTRATION AND
PUMP HOUSE AND BACKUP WELL
L7.1
4
Wetland
Sign (Typ.)
L7.1
4
Wetland
Sign (Typ.)
TREES QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
84 Overstory Tree 60`H x 30`W 2"Cal B & B
17 Privacy and Boulevard Tree 60`H x 40`W 2"Cal B & B
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ABBA 23 Abies balsamea / Balsam Fir 60`H x 30`W 6` Ht.B & B
LALA 7 Larix laricina / Tamarack 70`H x 50`W 6` Ht.B & B
PIGL 34 Picea glauca / White Spruce 50`H x 20`W 6` Ht.B & B
PIST 12 Pinus strobus / Eastern White Pine 70` H x 40` W 6` Ht.B & B
THOC 7 Thuja occidentalis / American Arborvitae 40`H x 15`W 6` Ht.B & B
PLANT SCHEDULE SOUTH-BUFFER
REUSE IRRIGATION LINE
NORTH
0 100 200
RCH
RCH
RCH
RCH
2021-08-16
2021-09-23
2021-11-08
2022-02-02
PROJECT NO.
FILE NAME
LA
N
D
F
O
R
M
c
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
PROJECT
CERTIFICATION
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DATE ISSUE / REVISION REVIEW
CONTACT ENGINEER FOR ANY PRIOR HISTORY
ISSUE / REVISION HISTORY
DEVELOPER
MUNICIPALITY
WESTON WOODS
OF MEDINA SOUTH
MEDINA, MINNESOTA
CONSTRUCTION DOCUMENTS
02.02.2022
MEH17003
20
2
2
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
CD's FOR FINAL PLAT SUBMITTAL
CITY REVIEW COMMENTS
REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21
REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21
L201MEH003.dwg
LANDSCAPE PLAN
SOUTH
L2.1
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (BWSR Mesic Short Urban South and West) as defined by the MN Board of Water and Soil Resources. Native Seeds
shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation
to the Owner 30 days minimum prior to installation.
Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease,
infestation, damage, and disfiguration. For discrepancy between the number of plants on the Schedule and the number shown on the
Drawing, the Drawing shall govern.
All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape.
Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.
Spread a minimum of 4 inches of topsoil and seed/sod all turf areas disturbed by Construction.
Protective fencing should be installed around all planted trees. See L7.1 sheet for Detail.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required
erosion prevention and sediment control.
Install a 4-foot diameter shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Vinyl
edging is not required, unless noted otherwise.
In-ground irrigation systems may not connect to city water, they must connect to pond or well water.
All disturbed areas in the wetland buffers must be restored with native vegetation, and restoration must be maintained and replanted
as needed for a duration of not less than the first two full growing seasons after planting.
Wetland buffer signs to be installed at a minimum one per lot, on all common lot lines, and placed every 250' thereafter.
Sod areas from back of curb to 20' beyond building footprint, provide turf seed (MNDOT 25-151 Residential Turf) for all other turf
areas.
The Site should be mulched and disc-anchored following packing using MnDOT Type 3 weed free mulch, at a rate of 2.0 tons per
acre.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
GENERAL NOTES
LANDSCAPE NOTES
LANDSCAPE R1 - R3
LANDSCAPE - BUFFER YARDS
Area
E
F
G
H
Proposed
Developement
R3
R3
R1
R1
R1
Required
Buffer Yard
Opacity
0.1
0.2
0.3
0.3
0.1
Width of
Buffer Yard
25
20
30
20
20
Minimum Planting
Points per 100
Lineal Feet
68
173
252
320
73
Length of
Buffer Yard
457'
223'
431'
432'
546'
Total Points
Required
311
385
1086
1382
399
Total Overstory
Trees Provided
(50 planting points
each)
17
8
22
28
8
Total Medium Deciduous /
Coniferous Trees Provided
(20 planting Points each)
0
0
0
0
0
E
F
G
H
LEGEND
Adjacent
District
Comm
R2
R3
R3
R2
BWSR Mesic Short Urban South and West
45.95 lbs/acre
PLANT SCHEDULE
E
E
H
G
GF
II
Irrigation Line
13.
13.
(Typ)
13.
(Typ)
13.
(Typ)
I hereby certify that this plan 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.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Joshua K. Popehn
License No:Date:
H
I
HIG
H
W
A
Y
5
5
MO
H
A
W
K
D
R
I
V
E
BRO
O
K
V
I
E
W
C
O
U
R
T
HIL
L
S
I
D
E
D
R
I
V
E
LEAPING DEER LANE
CHIPPEWA ROAD
14.
15.
14.
15.
14.
Wetland Buffer
Wetland Buffer
Wetland Buffer
Wetland Buffer
14.
15.
(Typ)
(Typ)
Wetland Buffer
Wetland Buffer 14.
Wetland
Buffer
14.
Wetland Boundary
This Landscape Plan has been developed to meet three landscaping requirements as defined by code: (A) Lot landscaping for R-1,
R-2, R-3 zoning, (B) Buffer Yards, and (C) Privacy and Boulevard Trees.
For construction Staking and Surveying services contact Landform at 612.252.9070.
1.
2.
A
B
C
R-1 Zoning - tree locations have been provided as a guide for required landscaping at the time of home construction. A generic tree
symbol is used in these instances. Tree species selection for these must conform with the provided list. No species should comprise
more than 25% of the total planting.
Buffer Yards - tree locations and species have been provided to conform with City calculations and requirements. Any modifications
to this plan must be approved by the City of Medina at the time of building permit.
Privacy and Boulevard Trees - tree locations have been provided for additional privacy and boulevard trees. Tree species selection
for these must conform with the provided list. No species should comprise more than 25% of the total planting.
C (Typ)
Limits of Disturbance
Delineated Wetland
Limits of Disturbance
Silt Fence
Wetland Buffer
15.
(Typ)
Limits of Disturbance
Silt Fence
14.
Delineated Wetland
Delineated Wetland
Wetland Buffer
Limits of Grading
Provide sod from back of curb to 20' behind building footprint.
For other turf areas seed with mix: MNDOT 25-151 Residential Turf (120 lbs/acre)
ACCEPTABLE TREE SPECIES SELECTION
Deciduous Trees
Ash, Black (Fraxinus nigra)
Aspen, bigtooth (Populus grandidentata)
Aspen, quaking (Populus tremuloides)
Basswood, American (Tilia americana)
Birch, paper (Betula papyrifera)
Birch, river (Betula nigra)
Birch, yellow (Betula alleghaniensis)
Cherry pin (Prunus pensylvanica)
Elm, American (Ulmus americana)*
Hickory, bitternut (Carya cordiformis)
Honeylocust (Gleditsia triacanthos)
Hornbeam, American (Carpinus caroliniana)
Ironwood (Ostrya virginiana)
Maple, Sugar (Acer saccharum)
Maple, Red (Acer rubrum)
*cultivars resistant to Dutch Elm Disease
Coniferous Trees
Cedar, Northern White (Thuja occidentalis)
Fir, Balsam (Abies balsamea)
Spruce, White (Picea glauca)
Pine, Eastern White (Pinus strobus)
Oak, Red (Quercus rubra)
Oak, White (Quercus alba)
Oak, Bur (Quercus macrocarpa)
Oak, Swamp White (Quercus bicolor)
Walnut, Black (Salix nigra)
16.
16.
(Typ)
16.(Typ)
16.
(Typ)
16.
This area represents the final
condition of the plan approved
during Preliminary Plat. The
layout may change based on
final product.
A.
(Typ)
A.
(Typ)
A.
(Typ)
MNDOT 25-131 Low Maintenance Turf
220 lbs/acre
17.
17.
(Typ)
17.
(Typ)
17.
(Typ)
5.4 Acres / 250 lbs seed
Sod = 6.2 Acres
Seed = 4.2 Acres / 498 lbs seed
0.3 Acres / 55 lbs seed
Quantity
MnDOT Type 3 weed free mulch will be used for erosion control and stabilization on all seeded areas
2.0 tons per acre17.9.8 Acres total seeded area / 20 tons mulch
McDonald’s – 822 Hwy 55 Page 1 of 7 March 8, 2022
CUP Amendment Planning Commission
MEMORANDUM
TO: Planning Commission
FROM: Debra Dion, Associate Planner
DATE: March 3, 2022
MEETING: March 8, 2022, Planning Commission Meeting
SUBJ: Public Hearing – Landform on Behalf of McDonald’s – 822 Hwy 55 –
Conditional Use Permit Amendment
Review Deadline
Application Received: February 24, 2022
60 Day Review Deadline: April 24, 2022
Summary of Request
On behalf of McDonalds, USA, LLC, Landform requests a conditional use permit amendment.
The McDonald’s restaurant currently has a single lane drive-through. The proposed
modifications are to allow for two lanes, which widens and lengthens the drive-through in its
current location. The subject property is located at 822 State Highway 55, which is located at the
NW corner of 116/55.
Background/History
Current city regulations permit restaurants in the CH zoning district and drive-through lanes with
a CUP. On March 18, 1997, a CUP was approved for the McDonalds restaurant and the drive-
through lane was part of the approval. At that time in 1997, the CUP did not mention the drive-
through lane, other than it was part of the overall project. Staff assumes that it was similarly
permitted as part of the CUP. Drive-throughs are “conditional uses”, which is the reason for the
amendment since they are requesting to expand.
In 1997 Resolution 97-07 was passed placing specific conditions on the McDonald’s restaurant
such as noting the number of employees, standard regulations, and that they shall not have
outside bells or loudspeakers on the property. Staff is recommending to rescind and replace the
old Conditional Use Permit with new conditions.
An aerial of the site and surrounding properties can be found on the following page.
McDonald’s – 822 Hwy 55 Page 2 of 7 March 8, 2022
CUP Amendment Planning Commission
McDonald’s – 822 Hwy 55 Page 3 of 7 March 8, 2022
CUP Amendment Planning Commission
Conditional Use Permit Review
The subject property is 2 acres in size and is currently zoned CH, Commercial Highway. The
Properties to the west, east, and south are also zoned CH. The property to the north is zoned IP,
Industrial Park. A zoning map of the surrounding lands can be found on the following page.
Project Area
The area outlined in red dots on the left below is the “demolition sheet” which shows removal of
concrete sidewalks, curbing, walkways, signage, and parking. This area proposes to remove four
parking spaces to make room for the drive-through expansion. The aerial next to it
provides a closer look at the proposed area north of the McDonald’s building and where the main
area is going to be reconstructed. The proposed two (2) lane drive-through will not go past the
northern curb shown on the aerial map below. It will be demolished as part of the project, but
the new lanes will not go past that location.
McDonald’s – 822 Hwy 55 Page 4 of 7 March 8, 2022
CUP Amendment Planning Commission
Proposed Site Plan
The drive-through is currently located along the north side of the building and flows around the
west side of the building and then to the south and exits out onto County Road 116 to the east, or
a vehicle can go full circle and exit out through the north.
The proposed two (2) lane drive-through is widening by bringing the lanes closer to the building
and creating a different angle as it circulates around the building. The current setback
requirement for drive-through lanes is 25 feet. The setback to the north remains the same as was
previously approved in 1997, however it doesn’t meet the 25’requirement. In 1998 the City took
roadway easements from the property owner in anticipation of a future roadway. The roadway
was later built, which brought it out of compliance. This area goes east-west for approximately
53 feet in length along the outer curve of the drive-through lane. This amendment will not be
reducing the setback any further and will not be making it any worse.
Three existing parking spaces are also within the required parking setback requirements. Staff
would like to note in the staff report that these spaces are existing conditions.
Four parking spaces are being removed along the east side of the building leading to the drive-
though lane area. This removal of parking is for the drive-through area to expand within and to
allow for stacking.
McDonald’s – 822 Hwy 55 Page 5 of 7 March 8, 2022
CUP Amendment Planning Commission
General Parking
The City requires one (1) stall for every three (3) seats in a restaurant. The existing restaurant far
exceeds its parking standards of 24 spaces and 2 accessible spaces. The chart below shows that
they will still be over 12 parking spaces after the project is complete.
Regulation CH/Requirement CH/Existing Proposed
One Stall per 3 Seats
72 Seats/3 = 24 stalls
24 parking stalls 40 parking stalls 36 parking stalls
Accessible stalls 2 parking stalls 2 parking stalls 2 parking stalls
Total 26 parking stalls 42 parking stalls 38 parking stalls
*The site plan shows eight (8) cars stacking behind the vehicles at the menu board ordering.
Pervious/Impervious Surface
Existing Pervious Surface: 45,831 sf 52.5%
Existing Impervious Surface: 41,239 sf 47.5%
Proposed Pervious Surface: 46,206 sf 53%
Proposed Impervious Surface 40,864 sf 47%
The applicant is proposing to reduce the percentage/square footage of hardcover on-site with the
proposed project. Staff recommends that more specific landscaping details be provided with a
condition being placed on the CUP. A building permit will be required so that when it is issued,
staff can ensure the appropriate landscaping will be put in place.
Supplemental Requirements for Specific Uses within Commercial Zoning Districts
In Subd. 7 of Section 838.5.08, the standards for drive through services are provided. Staff has
provided potential findings for each criterion in italics.
(a) All parts of the drive-through lane(s) shall be no less than 200 feet from residential zoning
districts. The subject property is not within 200 feet of residential zoned property.
(b) Drive-through lanes shall not be permitted within required yard setback areas. The expansion
of the drive-through lane is moving towards the building and not towards the street. The setback
is not reducing. This property currently does not meet the setback requirements due to right-of-
way being taken from the McDonald’s site for widening of the roadway to the north. The proposed
modification is not increasing the use into the setback area, and therefore it is acceptable.
(c) The site plan shall allow adequate pedestrian circulation, vehicle circulation, and vehicle
stacking which does not interfere with on-site parking and loading. The stacking of vehicles
exceeds the five required. The project will allow for increased volume of drive-through customers
to utilize the service and get through the lane much quicker than it is currently operating. The
circulation and stacking have a number of challenges as it exists, and staff believes the proposed
amendment would be an improvement.
McDonald’s – 822 Hwy 55 Page 6 of 7 March 8, 2022
CUP Amendment Planning Commission
(d) The drive-through shall allow adequate stacking and circulation so as to avoid impacts on
adjacent property or public right-of-way. The drive-through stacking and circulation should not
have impacts on adjacent properties or right-of-way. The City’s parking ordinance requires a
minimum of five stacking spaces for a drive-through use, but the CUP standards allow a higher
amount if deemed necessary by the City. The applicant is proposing eight (8). The three
additional stacking spaces would impact the internal parking spaces and circulation, however
we do not anticipate it backing up onto the street since staff is not aware of ever receiving
complaints related to the drive-through.
(e) The City may require additional necessary conditions to limit the impact of drive-through lanes
on surrounding property, including but not limited to: limiting hours of operation, restricting drive-
through lane orientation, limiting the volume of loudspeakers and ordering devises, and/or
requiring additional landscaping, berming, or other means of screening. Staff recommends that
the applicant provide a more in-depth landscape plan prior to a permit being issued for the project.
The areas shown as landscaping shall be sodded with landscaping and not rockbed.
Loudspeakers is one of the conditions of the 1997 CUP, which was not to be allowed on the
property. This regulation was unknown prior to this application and not enforced. Staff will be
asking that the condition of no loudspeakers be removed as a condition since it would be difficult
for a drive-through business to operate without loudspeakers and have a drive-through window.
Signage
The applicant has provided information on all replacement signage for the drive-through area.
When comparing the 2019 sign permits issued for the drive-through area and the signage now
being proposed, the sign size and shapes of them are basically the same, within a couple of
inches. All proposed signage meets city standards.
Staff Recommendation
The City has a relatively low amount of discretion in the review of conditional use permits. If
the proposal meets the general criteria noted above and the specific standards previously
discussed, it should be approved. The City may impose, in addition to those standards and
requirements expressly specified in this Ordinance, additional conditions which the City Council
considers necessary to protect the best interests of the community.
Potential Motion
Move to recommend approval of the Conditional Use Permit based upon the findings and
subject to the conditions described in the staff report.
Staff recommends approval of the CUP, subject to the following conditions:
1) The landscaping along the north side of the building shall be sod with integrated shrubs.
2) Separate sign permits are required for each sign.
3) Lighting and sounds from menu boards shall be maintained at levels so as not to impact
neighboring properties.
4) Demolition permit shall be applied for prior to the start of work, providing specific
landscaping details on the north side of the building.
McDonald’s – 822 Hwy 55 Page 7 of 7 March 8, 2022
CUP Amendment Planning Commission
5) There shall be no exterior storage allowed on the property.
6) The applicant shall pay to the City a fee in an amount sufficient to reimburse the City for the
cost of reviewing the zoning amendment, conditional use permit amendment, and other
relevant documents.
Attachments
1) Applicant Narrative
2) Resolution 97-07
3) Signage
4) Plan Set
Narrative
Conditional Use Permit
Prepared for:
McDonald’s USA, LLC
February 23, 2022
SUBMITTED TO
City of Medina
2052 County Road 24
Medina, MN 55340-9790
PREPARED BY
Landform Professional Services, LLC
105 5th Ave S, Suite 513
Minneapolis, MN 55401
Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC
TABLE OF CONTENTS
Introduction ................................................................................................................................................ 1
Conditional Use Permit (CUP) ..................................................................................................................... 1
Summary ..................................................................................................................................................... 2
Contact Information ................................................................................................................................... 2
Highway 55 McDonald’s, Medina, MN February 23, 2022
MCD18417 1
Introduction
On behalf of McDonald’s USA, LLC, Landform is pleased to submit this application for conditional use permit
approval to allow a second drive-through lane for the McDonald’s at 822 Highway 55. We are excited about the
improvements proposed for this site.
Conditional Use Permit (CUP)
The conditional use permit we are requesting is to expand the existing single lane drive-through to accommodate a
second drive-through lane. We have reviewed the request in accordance with City ordinance standards in Section
838.5.08 sued. 7 and find that the ordinance standards have been met. Specifically:
(a) All parts of the drive-through lane(s) shall be no less than 200 feet from residential zoning districts.
The McDonald’s site is surrounded by commercial and industrial zoning districts. Therefore, the drive-through is not
within 200 feet of any residential zoning districts.
(b) Drive-through lanes shall not be permitted within required yard setback areas.
The drive-through lane is shown slightly inside the 25 foot building and parking setback, however this is the existing
location of the drive-through and the proposed drive-through is not encroaching further into the setback.
(c) The site plan shall allow adequate pedestrian circulation, vehicle circulation, and vehicle stacking which does not
interfere with on-site parking and loading.
The site plan shows that the vehicle stacking doesn’t interfere with the majority of the on-site parking. The spaces
next to the building which have some vehicle stacking shown adjacent is an existing condition for the drive-through
and with two lanes this condition will be reduced.
(d) The drive-through shall allow adequate stacking and circulation so as to avoid impacts on adjacent property or
public right-of-way.
The site plan shows that the site has adequate stacking space and site circulation to avoid impacts on the public
right-of-way.
(e) The City may require additional necessary conditions to limit the impact of drive-through lanes on surrounding
property, including but not limited to: limiting hours of operation, restricting drive-through lane orientation, limiting
the volume of loudspeakers and ordering devises, and/or requiring additional landscaping, berming, or other
means of screening.
Understood.
Highway 55 McDonald’s, Medina, MN February 23, 2022
MCD18417 2
Summary
We respectfully request approval of the conditional use permit to allow a second drive through lane at the existing
McDonald’s at 822 Highway 55.
Contact Information
This document was prepared by:
Kevin Shay
Landform
105 South Fifth Avenue, Suite 513
Minneapolis, MN 55401
Any additional questions regarding this application can be directed to Kevin Shay at kshay@landform.net or
612.638.0228.
Member Ferris introduced the following resolution and moved its adoption:
CITY OF MEDINA
RESOLUTION N0. 97-07
RESOLUTION GRANTING A CONDITIONAL USE PERMIT
TO MCDONALD'S CORPORATION/DAVID MAYER
WHEREAS, David Mayer is the fee owner of property located in the northwest quadrant
of T.H.55 and County Road 116 (the "Property"), which Property is legally described in Exhibit
A attached hereto; and
WHEREAS, McDonald's Corporation has an agreement to purchase the Property and
intends to construct a fast food restaurant thereon; and
WHEREAS, David Mayer and McDonald's Corporation (collectively, the "Applicants")
have applied for a conditional use permit to construct a fast food restaurant on tlie Property; and
WHEREAS, the Property is zoned urban commercial, which zoning district allows a fast
food restaurant by conditional use permit; and
WHEREAS, this matter was heard by the planning commission at its meeting on February
11, 1997, and by the city council at its meeting on March 4, 1997; and
WHEREAS, the city council has determined, based in part upon the recommendation of
the plaru'iing commission, that granting a conditioxial use permit to the Applicants for the stated
purpose will not adversely affect the development of adjacent property for purposes for which
it is zoned.
NOW, THEREFORE, BE IT RESOLVED By the city council of the city of Medina,
Minnesota, that a conditional use permit be granted to the Applicants for the purpose of
constructing a fast food restaurant on the Property, subject to the following terms and conditions:
1.The Applicants must comply with all requirements of the Elm Creek Watershed
District;
2. The Applicants must deed to the city the easements for drainage, utilities, trail,
ponding and roadway as determined by the city engineer;
3. The safety of the NURP pond must be approved by the city staff',
4. The Hamel fire department must approve hydrant locations and plans for fire
protection of the building;
5. The city's recycling requirements must be met;
RHB119105
ME230-255 I
6. All requirements contained in the city engineer's letter of January 24, 1997, as
modified by his letter of February 6, 1997, must be met, with the exception that the Property
does not require combining or subdividing;
7. There shall be no exterior storage allowed on the Property;
8. City staff must verify that all signs meet city ordinance requirements;
9. All roof-top mechanical equipment must be screened from view from adjacent
properties and roadways;
10. TheApplicantsmustadheretothelandscapingplansubmittedtothecityanddated
February 11, 1997;
11. All parking areas must meet city ordinances;
12. The number of employees will be approximately 75 full and parttime;
13. All exterior lighting must be designed and installed so that the globe is recessed
and enclosed on all sides except the bottom and no light is cast directly on any other property;
14. There shall be no outside bells or loudspeakers on the Property;
15. The Applicants must post wiith the city a financial guarantee in the form of a letter
of credit in the amount of $168,998 to assure completion of the site improvements;
16. The exterior trash container must be concrete, preferably broken-face block;
17. ThePropertyandtheadjacentroadwayswillbesubjecttoanannualtrafficsafety
evaluation by the city; and
18. The Applicants must pay to the city an administrative fee in the amount necessary
to reimburse the city for its costs in reviewing this application.
Dated: March 18 1997.
J ,uFefflS!Ma,yfoW
ATTE
Paul Robinson, Clerk-Treasurer
RHB119105
ME2 3 0 - 2 5 5
The motion for the adoption of the foregoing resolution was duly seconded by member
JOhnSOn and upon vote being taken thereon, the following voted in favor thereof:
Ferris, Harnjlton, Johnson, and Zietlow-
and the following voted against same: None Absent ; Thies
Whereupon said resolution was declared duly passed and adopted.
RHB119105
ME230-255 3
Exhibit A
The Property is comprised of two parcels, located in Heru"iepin Coutxty, Minnesota, legally
described as follows:
Parcel 1:
That part of the Southeast 1/4 of the Northeast 1/4 of Section 11, Township 118 North, Range
23 West of the 5th Principal Meridian, described as follows:
Cornmencing at the Northeast corner of said quarter-quarter; thence South along the center
line of County Road No. 116, distant 164 feet to the actual point of beginning; thence
continuing South 262.1 feet to the intersection of the centerline of County Road No. 116
and State Highway No. 55; thence Northwesterly along the centerline of State Highway
No. 55, distant 290 feet; thence North parallel with said centerline of County Road No.
116, distant 79.7 feet; thence deflection to the right 17 degrees 45 minutes, distant 105
feet; thence Easterly, 240.55 feet to the actual point of beginning, except the Easterly 40
feet thereof conveyed to the County of Hennepin for roadway.
Parcel 2:
That part of tlie East 1/2 of the Northeast 1/4 of Section 11, Township 118 North, Range 23 West
of the 5th Principal Meridian, described as follows:
Commencing at a point in the center line of State Highway No. 55, distant 290 feet
Northwesterly from the East line of said Northeast 1/4; thence North parallel with said
East line, a distance of 79.7 feet; thence deflecting to the right 17 degrees 45 minutes, a
distance of 105 feet to the actual point of beginning of the land to be described; thence
East to a point in the East line of said Northeast 1/4, distant 164 feet South from the
Northeast corner of the Southeast 1/4 of the Northeast 1/4; thence North along said East
line to a point distant 70 feet North from the Southeast corner of the Northeast 1/4 of the
Northeast 1/4; thence West parallel with the South line of the Northeast 1/4 of the
Northeast 1/4, a distance of 33 feet; thence Northwesterly, a distance of 336.5 feet to a
point distant 115 feet North from the South line of said Northeast 1/4 of the Northeast
1/4; thence Northwesterly, a distance of 203.8 feet along a line which if extended would
intersect the west line of said Northeast 1/4 of tlie Nortlieast 1/4 at a point distant 503 feet
Nortli of the Southwest corner thereof', thence South to a point distant 60 feet North fron':i
the South line of said Northeast 1/4 of the Northeast 1/4; thence Southeasterly and parallel
with the center line of said Highwiay No. 55, a distance of 236.35 feet; thence Easterly,
a distance of 93.65 feet to a point distant 123.5 feet North of the point of beginning;
thence South to the point of beginning.
Hennepin County, Minnesota
R)4B119266
ME230-255
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PICKUP WINDOW
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PID: 1111823140020
822 STATE HWY NO 55
MEDINA, MN 55340
OWNER: ARCHLAND PROPERTY I
LLC
EXISTING SINGLE STORY
BUILDING
"MCDONALDS CORPORATION"
FFE=994.95
HEIGHT=17.0 FT.
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PID: 1111823140002
MARGARET E RASMUSSEN
PID: 1111823140004
MARGARET E RASMUSSEN
PID: 1111823140006
JAN-HAR LLP
PID: 1111823140012
MEDINA GROUP LLC
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IE=985.7
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RE=991.6
IE=981.8
SIG.
BASE
GAS
SIG.
BASE
VLT
VL
T
VL
T
VLT
CB
RE=991.3
IE=987.2(E)
IE=982.5(N,S)
CABX
CABXCOBXGAS
CABX
SSMH
RE=988.1
IE=976.3(SE)
IE=976.3(NW)
SSMH
RE=992.2
IE=980.6(SE)
IE=980.3(N)
IE=980.2(NW)
STMH
RE=992.3
CB
RE=991.8
IE=987.4
CB
RE=992.7
IE=983.7
CB
RE=993.4
IE=988.8
FES 12 RCP
RE=985.6
CB
RE=988.2
IE=983.4(NE)
IE=980.9(SE)
IE=980.9(NW)
LT
992.4
992.4
CBMH
RE=991.5
IE=988.7
LT
CB
RE=991.6
IE=988.9
FES 12 RCP
RE=988.6
CB
RE=992.1
IE=983.5992.6
12" TREE
8" TREE
4" TREE
993.9
994.0
994.1LT
LT
CB
RE=993.4
IE=990.5
FES 12 RCP
RE=986.0
994.7
LT
EM GM
CB
RE=994.0
IE=989.3
CB
RE=994.9
IE=990.0
CB
RE=995.9
12" SPRUCE
993.5
993.5
993.8
SSMH
RE=993.9
IE=985.6(SW)
IE=982.7(NE)
IE=982.0(N)
IE=982.0(S)
994.3
SSMH GREASE TRAP
RE=994.0
SSMH GREASE TRAP
RE=994.0
LT
SSMH
RE=993.8
IE=986.6(W)
IE=986.6(N)
IE=986.5(NE)
CB
RE=995.2
IE=990.6
STMH
RE=997.6
IE=990.3
PONDING EASEMENT PER
DOC. NO. 6939631 (EASEMENT 3)
ROADW
A
Y
A
N
D
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T
I
L
I
T
Y
E
A
S
E
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PER DO
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6
9
3
9
6
3
1
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1
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PE
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PERM
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FOR
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6
9
3
9
6
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1
(E
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10
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5
5
5
NE COR OF SE 14 OF NE 1 4
SEC. 11 T. 118 R. 23
SOUTH LINE OF SE 14 OF NE 1 4
SEC. 11 T. 118 R. 23
SE COR TWIN CITY MONORAIL
SE C
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2
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B
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SOUTH LINE LOT 2, BLOCK 1
POB LIINE B
81°
5
6
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4
2
"
30
135°
1
2
'
5
9
"
LINE
1
16.4
4
LINE 2
371.52
297.71 89°
3
7
'
4
9
"
13.29
DRAINAGE & UTILITY EASEMENT
PER DOC. NO. 6939631 (EASEMENT 2)
5
5
5
5
10
10
10
LINE B
1
0
6
°
5
2
'
2
1
"
LINE A
LINE
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17°45
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PEG'S COUNTRYSIDE
CAFE
CASEY'S GENERAL STORE
- CONCRETE -
- BITUMINOUS -
- BITUMINOUS -
LANDSCAPE ROCK
A
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ROOF DRAIN
METAL COVER
ROOF DRAIN
16.0
13
.
8
16.0
13
.
8
Δ
Δ
Δ
Δ
9
9
0
995
995
9
8
9
9
9
1
9
9
2
993
994
996
996
997
997
9
9
8
99
8
990
986987
988
989
991
992
992
993
994
99
0
9
8
9
9
9
1
9
9
2
9
9
3
9
9
4
99
4
9
9
4
995995
XXX
X
X
X
9
12
19
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12
151515
15
20
C101MCD417.DWG
DE
M
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L
I
T
I
O
N
C1.1
9
15
NORTH
0 30 60
Background information shown is from survey by Landform, Minneapolis, MN, on December, 7th, 2021, expressly for this project; City
of Medina, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information
provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions
discovered shall be reported to the Engineer IMMEDIATELY.
Reserved.
1.
2.
EXISTING CONDITIONS
:Curb Removal
:Construction Limits
Obtain permits for demolition, clearing, and disposal prior to beginning.
Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.
See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.
Reserved.
Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities.
Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits.
Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance
notification to affected emergency response providers.
Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain
throughout construction.
Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted for
removal. Damage shall be repaired to equal or better condition at no additional cost.
Reserved.
Reserved.
Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls,
screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unless
noted otherwise.
Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utility
companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with
utility owner requirements.
Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict with
proposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.
Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless noted
otherwise.
Remove, salvage, and reinstall drive-thru signage. See detail C2.2 for installation locations.
Remove pavement markings.
4.
5.
6.
7.
8.
10.
11.
13.
14.
16.
17.
18.
GENERAL NOTES
LEGEND
DEMOLITION AND CLEARING NOTES
For construction staking and surveying services contact Landform at 612.252.9070.3.
:Utility Line RemovalXXXXXXXXXXXXXXXXXXX
12
:Pavement Sawcut
19
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CERTIFICATION
PROJECT NO.
FILE NAME:LA
N
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c
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2
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MN
82
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ME
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MCD18417
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Know what's Below.
Call before you dig.
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®
01
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2
7
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20
YOUTHANK
THRU
DRIVE
THRU
DRIVE
THRU
DRIVE
PICKUP WINDOW
PAY WINDOW
PID: 1111823140020
822 STATE HWY NO 55
MEDINA, MN 55340
OWNER: ARCHLAND PROPERTY I
LLC
EXISTING SINGLE STORY
BUILDING
"MCDONALDS CORPORATION"
FFE=994.95
HEIGHT=17.0 FT.
3542 SQ. FT.
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFO
FO
SHED
STORM POND
PID: 1111823140002
MARGARET E RASMUSSEN
PID: 1111823140004
MARGARET E RASMUSSEN
PID: 1111823140006
JAN-HAR LLP
HE
N
N
E
P
I
N
C
O
U
N
T
Y
S
T
A
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E
A
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H
I
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H
W
A
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5
5
PL
A
T
2
1
HH
MB
GAS
SIG.
VLT
VL
T
VL
T
VLT
CABX
CABXCOBX
GAS
CABX
LT
LT
LT
LT
LT
EM GM
LT
PONDING EASEMENT PER
DOC. NO. 6939631 (EASEMENT 3)
ROADW
A
Y
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PER DO
C
.
N
O
.
6
9
3
9
6
3
1
(
E
A
S
E
M
E
N
T
1
)
PE
R
M
A
N
E
N
T
E
A
S
E
M
E
N
T
F
O
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H
I
G
H
W
A
Y
P
U
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P
O
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PER
M
A
N
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N
T
E
A
S
E
M
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N
T
FOR
H
I
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H
W
A
Y
P
U
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P
O
S
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S
PERM
A
N
E
N
T
S
L
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P
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A
S
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M
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N
T
10
F
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P
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D
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C
.
N
O
.
6
9
3
9
6
3
1
(E
A
S
E
M
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N
T
5
)
10
F
O
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A
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A
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A
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A
S
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N
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PE
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D
O
C
.
N
O
.
6
9
3
9
6
3
1
(E
A
S
M
E
N
T
2
&
4
)
10
10
10
5
DRAI
N
A
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A
N
D
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I
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A
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D
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6
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3
9
6
3
1
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2
)
10
10
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A
D
W
A
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A
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M
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T
PE
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C
6
9
3
9
6
3
1
(E
A
S
E
M
E
N
T
6
)
5
5
5
NE COR OF SE
SEC. 11 T. 118 R. 23
81°
5
6
'
4
2
"
30
135°
1
2
'
5
9
"
LIN
E
1 16.4
4
LINE 2
371.52
297.71 89°
3
7
'
4
9
"
13.29
DRAINAGE & UTILITY EASEMENT
PER DOC. NO. 6939631 (EASEMENT 2)
5
5
5
5
10
10
LINE B
1
0
6
°
5
2
'
2
1
"
LINE
D
17°45
'
0
"
LINE
E
POIN
T
F
TR
A
S
H
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PEG'S COUNTRYSIDE
CAFE
- BITUMINOUS -
- BITUMINOUS -
LANDSCAPE ROCK
A
A
S
S
ROOF DRAIN
METAL COVER
ROOF DRAIN
16.0
13
.
8
16.0
13
.
8
DRIVETHRU
25' BUIL
D
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B
A
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25' B
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15
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25
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15
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10' P
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10
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10
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S
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T
B
A
C
K
10' SIGN
S
E
T
B
A
C
K
6.
3
'
R
2
0
'
R1.5'
R2
0
'
R20'
R
1
.
5
'
R20'
1
26
9
12
13
14
2
2
2
10
3
2a
4
8
11
12'
6'
10'
6
1
R5'
10
10
10
10
10
10
9
10'16.2'
10'
52
2
10
.
8
'
41
.
3
'
C201MCD417.DWG
C2.1
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CERTIFICATION
PROJECT NO.
FILE NAME:LA
N
D
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O
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M
c
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2
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2
2
01
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CN
C
ER
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3
5
21
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3
5
HE
N
N
E
P
I
N
MN
82
2
H
W
Y
5
5
ME
D
I
N
A
MCD18417
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Know what's Below.
Call before you dig.
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®
01
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NORTH
0 20 40
Total Parking Stalls Required
Required Parking:
72 seats / 3 = 24 Stalls
One stall per three (3) seats
2
36
38 ea.
ea.
ea.Accessible Stalls
Standard Stalls
Provided Parking:
Total Parking Stalls - Provided
(9x18)
(9x18)
24 ea.
The Property is Zoned Commercial Highway Zone (CH)
Building Setback Information is as follows:
Front = 25 ft.
Rear = 25 ft.
Side = 15 ft.
Parking Setback Information is as follows:
Front = 25 ft.
Rear = 10 ft.
Side = 25 ft. (if adjacent to street)
Side = 10ft.
Sign Setback Information is as follows:
Front = 10 ft.
Rear = 10 ft.
Side = 10 ft.
Lot Coverage Information is as follows:
Lot Area Minimum = 43,560 s.f. = 1.00 ac.
Lot Width Minimum = 100 ft.
Impervious
Pervious
Total 87,070
40,864
46,206
s.f
s.f.
s.f.
Impervious
Proposed:
Total
Pervious
Existing:
87,070
41,239
45,831
s.f.
s.f.
s.f.
2.00
0.94
1.06
2.00
0.95
1.05
Obtain all necessary permits for construction within, or use of, public right-of-way.
The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the
digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be
compared to the structural drawings prior to staking.
Building layout angles are parallel with or perpendicular to the property line at the location indicated.
Dimensions shown are to face of curb and exterior face of building unless noted otherwise.
Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18
inches on center and at 45 degree angle to direction of travel.
Trash / Recycling areas: See Architectural drawings. Existing.
2.
3.
4.
5.
6.
7.
GENERAL NOTES
PARKING SUMMARY
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
100.0%
47.0%
53.0%
100.0%
47.5%
52.5%
ac.
ac.
ac.
ac.
ac.
ac.
LEGEND
Green Space (Landscape Area)
SITE CONSTRUCTION NOTES
1
2
3
4
5
6
7
8
9
McDonald's pylon sign. Existing.
Drive-thru signage. See Sheet C2.2.
Reserved.
Reserved.
Mobile order pickup signage - Existing.
Concrete drive aprons and slabs. Refer to Sheet C3.1 for specifications.
Reserved.
Reserved.
Bituminous pavement. Refer to Sheet C3.1 for specifications.
Parking lot light. Existing.
Reserved.
Planting area. Replace in-kind or match adjacent landscaping for areas that are disturbed.
Trash enclosure. Existing.
Stacking distance is 120'
Reserved.
Reserved.
Reserved.
10
11
12
13
14
15
16
Reserved.
Reserved.
18.
DIRECTIONAL SIGNAGE NOTES
19
17
2
40
42 ea.
ea.
ea.Accessible Stalls
Standard Stalls
Existing Parking:
Total Parking Stalls - Existing
YOUTHANK
THRU
DRIVE
THRU
DRIVE
THRU
DRIVE
PICKUP WINDOW
PAY WINDOW
PID: 1111823140020
822 STATE HWY NO 55
MEDINA, MN 55340
OWNER: ARCHLAND PROPERTY I
LLC
EXISTING SINGLE STORY
BUILDING
"MCDONALDS CORPORATION"
FFE=994.95
HEIGHT=17.0 FT.
3542 SQ. FT.
UE
UE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
UE
UE
G
G
G
G
G G
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UE
UE
UE
UE
UE
UE
UT
UT
UT
UT
FO
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
SHED
UT
UT
UT
UT
UT
PID: 1111823140002
MARGARET E RASMUSSEN
PID: 1111823140004
MARGARET E RASMUSSEN
HH
MB
VLT
VL
T
VL
T
VLT
CABX
LT
LT
LT
LT
LT
EM GM
LT
TR
A
S
H
EN
C
L
O
S
U
R
E
- BITUMINOUS -
A
A
S
S
16.0
13
.
8
16.0
13
.
8
DRIVETHRU
C2.2
1
ENLARGED
PLAN
N
N
PAY WINDOW
PID: 1111823140020
822 STATE HWY NO 55
MEDINA, MN 55340
OWNER: ARCHLAND PROPERTY I
LLC
EXISTING SINGLE STORY
BUILDING
"MCDONALDS CORPORATION"
UE
UE
UE
UE
G
G
G
G
G
G
G
G
S
S
DRIVETHRU
50°
25°
35
°
1
2
'
1.25'
1.25'
1
5
'
5.7
5
'
5.
7
5
'
1
4
'
1
5
'
2.25'
1.25'
6'
10'
12'
A
B1
D
E
F
G
H
I
J
K
C
O
B
H
O
H
35°
1.25'
10
.
8
'
2.25'
C202MCD417.DWG
DR
I
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H
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U
L
A
Y
O
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C2.2
All dimensions are to face of curb unless noted otherwise on plan.
Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Project Manager
of any discrepancies prior to commencing construction.
See Sheet C2.1 for all other construction site dimensions.
See Sheet C2.6 for striping.
New concrete curb and gutter.
Install salvaged Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see
manufacturer for installation instructions.
Install new Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see manufacturer for
installation instructions.
Install salvaged Primary Lane Canopy. Locate 120' from c.l. of canopy to c.l. of cash window measured along c.l. of travel path.
See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions.
Secondary Lane Canopy. Locate 14'-0" from nose of concrete island. See Sheet C2.3 for foundation detail, Sheet C2.5 for
schematic detail, and manufacturer for installation instructions.
Install Primary Lane Detector Loop. Flip loop forward.
Install Secondary Lane Detector Loop 2'-0" forward of c.l. of DT. Flip loop forward.
Double Arm Gateway Sign. Center of the footing of the gateway sign shall be 18" from the back of curb. See Sheet C2.3 for
foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions.
Landscaped area.
Any Lane Any Time sign. Attach sign to gateway 6' from bottom of post. See Sheet C2.5 for schematic detail and manufacturer for
installation instructions.
Primary Pre-Browse Board. Install salvaged primary pre-browse board 15' from the primary canopy, unless noted otherwise on
plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and
manufacturer for installation instructions.
Secondary Pre-Browse Board. Install secondary pre-browse board 15' from the secondary canopy, unless noted otherwise on
plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and
manufacturer for installation instructions.
Reserved.
Reserved.
Roll forward signage - Existing.
Note Proximity of Utilities. Contractor to daylight existing utilities prior to construction of foundation.
Reserved.
Signage & Drive-Thru Elements:
DT, drive-thru pylon/clearance pole, bollard sign, and freestanding merchandizer shall be consistent with the 2019 Standard
Building Design drive-thru elements. Other designs may not be used.
General Contractor shall coordinate with Civil plans, McDonald's Project Manager, and signage supplier to determine the exact
location, orientation, mounting heights, and number of signs and other drive-thru elements to be installed at this site. All work
shall be coordinated with other trades.
Contact McDonald's Project Manager for signage & drive-thru element footing and wiring requirements. Signage manufacturer to
provide footing anchors & templates to G.C. prior to foundation pouring.
See Sheet C2.5 and electrical sheets for drive-thru wiring information.
General Contractor to coordinate the responsibilities of the electrical contractor and the sign supplier.
General Contractor to install pre-formed, pre-wired vehicle detector loop.
General Contractor shall verify conduit sizes required by vehicle loop detector supplier.
Contractor to verify location of any utilities prior to installation of any foundations.
1.
2.
3.
4.
5.
6.
7.
8.
GENERAL NOTES
DRIVE-THRU CONSTRUCTION NOTES
A
B
D
E
F
G
H
I
J
K
L
C
M
DRIVE-THRU LAYOUT NOTES
1.
2.
3.
4.
LEGEND
:VISION TRIANGLE
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CO
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CERTIFICATION
PROJECT NO.
FILE NAME:LA
N
D
F
O
R
M
c
20
2
2
02
/
2
1
/
2
0
2
2
01
/
2
1
/
2
0
2
2
CN
C
ER
W
02
2
-
0
3
3
5
21
8
3
5
HE
N
N
E
P
I
N
MN
82
2
H
W
Y
5
5
ME
D
I
N
A
MCD18417
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Know what's Below.
Call before you dig.
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®
01
/
2
7
/
2
0
2
2
NORTH
0 20 40
CI
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S
U
B
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T
A
L
NOT
F
O
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CONS
T
R
U
C
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02
/
2
1
/
2
0
2
2
CI
T
Y
R
E
S
U
B
M
I
T
T
A
L
ENLARGED PLAN
10 SCALE1
B1
C205MCD417.DWG
DR
I
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T
H
R
U
D
E
T
A
I
L
S
C2.5
CANOPY SCHEMATIC DETAIL1
NO SCALE
2
3
NO SCALE
DRIVE-THRU WIRING DETAIL
PRIMARY
PRE-BROWSE
BOARD
PRIMARY
CANOPY
SECONDARY
CANOPY
PRI
M
A
R
Y
L
A
N
E
SEC
O
N
D
A
R
Y
L
A
N
E
OU
T
S
I
D
E
IN
S
I
D
E
PB
PB PANEL CP (IG)
PANEL LP
BUILDING
CA
A
Key Notes:
2#12 & 1#12 gnd., 3/4" conduit to lp-1 for DT canopy lighting
4#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards and media
players.
2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to canopies. Each canopy
shall be on its own separate circuit.
2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards & media
players.
2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to pre-browse boards and
media players.
(2) 1-1/2" conduit
one for canopy cabling
one for loop detector
2" conduit - for cat6 data cables
1-1/2" conduit - for cat6 data cables
1" conduit - for cat6 data cables
General Notes:
1. Verify exact circuits and quantities of circuits with panel
schedules on drawing E4.2 and manufacturer's
installation instructions.
2. Per manufacturer's installation instructions seperate
dedicated neutrals are required to menuboard and
pre-browse board for each circuit (plc and lighting).
3. If any bends are required, sweeps must be provided in
conduits.
4. For existing locations, verify existing cp panel has
ampacity and sufficient spares/spaces for two (2) new
20a/1p circuits. Upgrade cp panel to 42 circuits in
necessary.
5. Verify existing pullboxes are sized for new conduit
routing. Modify pullboxes if necessary.
6. Data and power cannot be located in same conduit.
They must be separated.
Sketch created from electrical OPO update (E-OPO) dated Sept, 2012
CUR
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Note: This drawing is shown for schematic purposes only.
See manufacturer for installation instructions
4
NO SCALE
DOUBLE GATEWAY SCHEMATIC DETAIL
15'-0"
6'
-
0
"
SECONDARY
PRE-BROWSE
BOARD
H
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Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions
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0.77'
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TOP VIEW
PULLBOX FOR CONTROLLER
VERIFY EXACT LOCATION IN FIELD
PULLBOX AT
CASHIERS WINDOW
PRIMARY
MENU BOARD
SECONDARY
MENU BOARD
DIGITAL PRE-BROWSE BOARD SCHEMATIC DETAIL5
NO SCALE
DIGITAL MENU BOARD SCHEMATIC DETAIL6
NO SCALE
2'-5 1/4"
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4"
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4'-10"
1'
-
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Note: This drawing is shown for schematic purposes only.
See manufacturer for installation instructions
Note: This drawing is shown for schematic purposes only.
See manufacturer for installation instructions
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CERTIFICATION
PROJECT NO.
FILE NAME:LA
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MCD18417
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RESERVED
YOUTHANK
THRU
DRIVE
THRU
DRIVE
THRU
DRIVE
PICKUP WINDOW
PAY WINDOW
PID: 1111823140020
822 STATE HWY NO 55
MEDINA, MN 55340
OWNER: ARCHLAND PROPERTY I
LLC
EXISTING SINGLE STORY
BUILDING
"MCDONALDS CORPORATION"
FFE=994.95
HEIGHT=17.0 FT.
3542 SQ. FT.
SHED
CABX
CABXCOBX
GAS
CABX
LT
LT
LT
LT
LT
EM GM
LT
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8
16.0
13
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8
DRIVETHRU
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B
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(TYP.)
C206MCD417.DWG
ST
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C2.6
1.
2.
3.
4.
GENERAL NOTES
STRIPING NOTES
A
B
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E
F
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K
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Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Area
Construction Manager of any discrepancies prior to commencing construction.
See Sheet C2.1 for all radius dimensions.
See Sheet C2.2 for drive-thru construction.
All pavement stencils must be purchased from the following authorized provider.
Pavement Stencil Company
P.O. Box 18034
Roanoke, VA 24014
ph 800-250-5547 fax 540-427-1326
PavementStencil.net
6" wide painted stripe. PMS 123, Yellow.
1'-0" wide painted Directional Arrow. PMS 123, Yellow. See General Note 4.
6" wide painted Merge Point. PMS 123, Yellow. See General Note 4.
Painted drive thru graphic. See Detail 1. See General Note 4.
Painted drive thru graphic. See Detail 2. See General Note 4.
Reserved.
8" wide, 10' long painted Roll Forward Stripe. PMS 123, Yellow.
Reserved.
Reserved.
Reserved.
Reserved.
Reserved.
Reserved.
Reserved.
Painted graphic. See Detail 6. See General Note 4.
Painted graphic. See Detail 6. See General Note 4.
Note: All text and arrow shall be painted Yellow (PMS 123)
2'
-
5
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3'
-
6
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6'-0"
2'
-
1
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"
5-3/4"
5-3/4"
2'-10"
3'
-
6
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2'
-
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"
NO SCALE
PAINTED 'DRIVE THRU' WITH ARROW1
NO SCALE
PAINTED ARROW2
Note: Arrow shall be painted Yellow (PMS 123)
NO SCALE
RESERVED3
NO SCALE
5
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NO SCALE
PAINTED MOBILE ORDER SYMBOL6
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CERTIFICATION
PROJECT NO.
FILE NAME:LA
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MN
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ME
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MCD18417
105 South Fifth Avenue
Suite 513
Minneapolis, MN 55401
Tel: 612-252-9070
Fax: 612-252-9077
Web: landform.net
Know what's Below.
Call before you dig.
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®
01
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A
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2'
-
5
"
NO SCALE
ROLL FORWARD
PAINTED ARROW7
NOTE: ARROW SHALL BE PAINTED YELLOW (PMS 123)
RESERVED
P
Land Acquisition Page 1 of 2 March 8, 2022
2120 Chippewa Road Planning Commission Meeting
TO: Planning Commission
FROM: Dusty Finke, Planning Director
DATE: March 4, 2022
MEETING: March 8, 2022 Planning Commission
Background
The City’s Comprehensive Plan identifies the need for a neighborhood park in the vicinity of
Chippewa Road/Mohawk Drive. The map below shows the “Park Search Area” from the
Comprehensive Plan with a green circle and the planned land uses in the area. The park would
mainly serve the following nearby uses:
• Approximately 200 future residential units (Weston Woods + property west of
Wealshire)
• Okalee Senior Living, Wealshire
• Polaris
• Additional property planned for Business development.
• Future Development Area to the north and west would be considered for potential
residential development in future comprehensive plan processes.
MEMORANDUM
2120 Chippewa
Land Acquisition Page 2 of 2 March 8, 2022
2120 Chippewa Road Planning Commission Meeting
The property at 2120 Chippewa Road is within the Park Search Area and was identified by staff
and Council as a good opportunity for park land. The City has negotiated a purchase of the
property over the past several months and recently entered into a purchase agreement for the
land.
The property is approximately 17 acres in size and the purchase price will be $897,000. The
City’s Park Master Plan suggests approximately 10 acres of land for a neighborhood park. If the
property is purchased, the Park Commission and City Council will discuss whether the entire
property should be put to park use or if a portion should be reserved for other public uses or
potentially sold.
Planning Commission Review
Minnesota Statutes, section 462.356, subd. 2, requires that before the City may acquire an
interest in any real property, the planning commission must report to the city council, in writing,
its findings regarding the proposed acquisition’s compliance with the municipal comprehensive
plan.
The purchase agreement is contingent upon the Planning Commission reviewing the acquisition
and finding that it is consistent with the City’s Comprehensive Plan.
As noted above, the Comprehensive Plan identifies need for acquisition of parkland in this
vicinity and staff believes the acquisition is consistent with the Plan.
Potential Planning Commission Action
If the Planning Commission finds that the proposed acquisition is consistent with the
Comprehensive Plan, staff has prepared the attached letter to report such finding to the City
Council. Staff recommends the following action:
Move to direct the Chair to report to the City Council that the Planning Commission finds the
acquisition of 2120 Chippewa Road to be consistent with the Comprehensive Plan.
Attachment
Draft Letter
March 8, 2022
Mayor Martin and Members of the City Council
2052 County Road 24
Medina, MN 55340
Dear Mayor Martin and Members of the City Council,
The Medina Planning Commission reviewed the proposed acquisition of 2120 Chippewa Road
(PID 03-118-23-24-0002) at its March 8, 2022 meeting pursuant to Minnesota Statutes, section
462.356, subd. 2.
Following review, the Planning Commission found that the acquisition of 2120 Chippewa Road
is consistent with Medina’s Comprehensive Plan.
If you have any questions, please do not hesitate to contact me at beth.nielsen@medinamn.gov
Sincerely,
Beth Nielsen
Planning Commission Chair
1
CITY OF MEDINA 1
PLANNING COMMISSION 2
DRAFT Meeting Minutes 3
Tuesday February 8, 2022 4
5
1. Call to Order: Chairperson Nielsen called the meeting to order at 7:01 p.m. 6
7
Nielsen read a statement explaining that the meeting continues to be held in a virtual format 8
due to the ongoing pandemic. She provided instructions for public participation. 9
10
Present: Planning Commissioners Ron Grajczyk, John Jacob, Beth Nielsen, Cindy Piper, 11
Justin Popp, Braden Rhem and Timothy Sedabres. 12
13
Absent: None. 14
15
Also Present: City Planning Director Dusty Finke and Planning Intern Colette Baumgardner. 16
17
2. Changes to Agenda 18
19
Motion by Nielsen, seconded by Popp, to amend the agenda to consider Council Meeting 20
Schedule as Item 3. 21
22
A roll call vote was performed: 23
24
Grajczyk aye 25
Jacob aye 26
Piper aye 27
Popp aye 28
Rhem aye 29
Sedabres aye 30
Nielsen aye 31
32
Motion carries unanimously. 33
34
3. Council Meeting Schedule 35
36
Finke advised that the Council will be meeting the following Tuesday and Popp volunteered 37
to attend in representation of the Commission. 38
39
4. Update from City Council Proceedings 40
41
Reid provided an update on the Council actions during the last month. 42
43
5. Planning Department Report 44
45
Finke provided an update. 46
47
6. Public Hearing – Rehkamp Larson on Behalf of Chad and MT Abraham – 48
3003 Hamel Road – Conditional Use Permit for Construction of Accessory 49
Dwelling Unit – PID 1611823210007 50
51
2
Baumgardner presented an application for a Conditional Use Permit (CUP) to construct a 52
two-bedroom accessory dwelling unit (ADU) and provided details on the subject site. She 53
provided renderings of the proposed ADU noting that there will be two dedicated garage 54
stalls for the ADU. She reviewed the specific conditions related to an ADU and noted that 55
staff believes that all general conditions are met within the proposal. She reviewed the staff 56
recommended conditions and stated that staff recommends approval of the request. 57
58
Popp asked for details on a well and whether that is included in the utilities. 59
60
Baumgardner confirmed that would be included in the review process by the City Engineer. 61
62
Ryan Bicek, representing the applicant, stated that he was present to address any questions. 63
He stated that the ADU will be constructed with the main house for the purpose of using it as 64
a guest house. 65
66
Nielsen opened the public hearing at 7:19 p.m. 67
68
No comments. 69
70
Nielsen closed the public hearing at 7:20 p.m. 71
72
The Commission members expressed support for the project and had no additional questions. 73
74
Nielsen asked and received confirmation that the applicant agrees with the conditions as 75
recommended by staff. 76
77
Motion by Piper, seconded by Jacob, to recommend approval of the Conditional Use 78
Permit with the conditions noted by staff. 79
80
A roll call vote was performed: 81
82
Grajczyk aye 83
Jacob aye 84
Piper aye 85
Popp aye 86
Rhem aye 87
Sedabres aye 88
Nielsen aye 89
90
Motion carries unanimously. 91
92
7. Approval of the January 11, 2022 Draft Planning Commission Meeting Minutes. 93
94 Motion by Rhem, seconded by Piper, to approve the January 11, 2022, Planning 95
Commission minutes with noted changes. 96
97
A roll call vote was performed: 98
99
Grajczyk aye 100
Jacob aye 101
Piper aye 102
Popp aye 103
Rhem aye 104
3
Sedabres aye 105
Nielsen aye 106
107
Motion carries unanimously. 108
109
8. Adjourn 110
111
Motion by Piper, seconded by Rhem, to adjourn the meeting at 7:26 p.m. 112
113
A roll call vote was performed: 114
115
Grajczyk aye 116
Jacob aye 117
Piper aye 118
Popp aye 119
Rhem aye 120
Sedabres aye 121
Nielsen aye 122
123
Motion carried unanimously. 124