HomeMy Public PortalAbout11.18.2020 Park Commission Meeting Packet Posted 11/13/2020 Page 1 of 1
AGENDA
MEDINA PARK COMMISSION
WEDNESDAY, NOVEMBER 18, 2020 7:00 P.M.
Meeting to be held telephonically
pursuant Minn. Stat. Sec. 13D.021
1) Call to Order
2) Additions to Agenda
3) Approval of the Minutes from:
October 21, 2020 Regular Meeting
4) Public Comments (on items not on the agenda)
5) City Council Update
6) Weston Woods of Medina – Mark Smith – north of Hwy 55, east of Mohawk Dr.
– Preliminary Plat and Planned Unit Development General Plan – Park
Dedication Review
7) Lakeshore Park Master Plan – Resident Engagement Ideas
8) Staff Report
a) 2020 Park Commission Goals
b) Park Commissioner Terms
c) City Sewer Pond History
d) General Items
9) Adjourn
Telephonic Meeting
Call-in Instructions
Dial 1-612-517-3122
Enter Conference ID: 356 466 875#
1
MEMORANDUM
TO: Medina Park Commission
FROM: Jodi Gallup, Assistant City Administrator
DATE OF REPORT: November 13, 2020
DATE OF MEETING: November 18, 2020
SUBJECT: Park Commission Meeting Report
2. Additions to Agenda
If any Park Commissioner wishes to add an item to the agenda after the agenda has already been
posted, the agenda item must be proposed at this point in the meeting. The Park Commission
must agree to add the item by motion.
No attachments for this item.
5. City Council Update
This is a reoccurring agenda item to have the City Council Liaison to the Park Commission give
an update at each meeting on what is happening at the Council level. City Council member John
Anderson has been appointed as the Liaison to the Park Commission for 2020.
No attachments for this item.
6. Weston Woods of Medina – Park Dedication Review
The applicant has submitted for preliminary plat and PUD for a 150 home development (76
twinhomes, 42 single-family, 32 townhomes) and 5.1 acres park/open space. The subject site is
located east of Mohawk Dr, North of Hwy 55, and at 1952 Chippewa Road. The attached report
provides a detailed analysis of the applicant’s request and potential park dedication action.
See attached report.
Recommended Action: Make recommendation to City Council on park dedication.
7. Lakeshore Park Master Plan – resident engagement ideas
This agenda item is to begin discussing ideas on how to engage residents in the Lakeshore Park
Master Plan.
No attachments for this item.
Recommended Action: brainstorm ideas on how to engage residents.
8. Staff Report
a. 2020 Park Commission Goals. Attached is the 2020 goals list. This agenda item will
provide us an opportunity to discuss any progress we have made on our goals.
b. Park Commissioner Terms. Three Park Commissioners have terms expiring at the end of
2020: Ann Thies, John Jacob, and Mary Morrison. Please let Jodi Gallup know if you
plan on renewing your term. A solicitation to encourage residents to apply for the Park
and Planning Commission will go out in the December Medina Message newsletter.
c. City Sewer Pond History – Commissioner Thies would like to provide a brief history to
the Park Commissioners on the City Sewer Ponds. Please login to the meeting via
Microsoft Teams to be able to view the presentations. Also, feel free to turn your cameras
on at this meeting.
2
d. General Items. This agenda item is to give a verbal update on any other general park
items.
Staff representation at the November 18th Park Commission meeting will be Assistant City
Administrator Jodi Gallup, Public Works Director Steve Scherer, and Planning Director Dusty
Finke.
Medina Park Commission Meeting Minutes - DRAFT
October 21, 2020
Page 1 of 6
The Park Commission of Medina, Minnesota met in regular session on October 21, 2020 at 7:00
p.m., which was held virtually pursuant Minn. Stat. Sec. 13D.021. Park Commission Chair Ann
Thies presided.
1) Call to Order
Commissioners Present: Ann Thies, Steve Lee, John Jacob, Terry Sharp, Troy
Hutchinson, Mary Morrison, Angela Bernhardt
Commissioners Absent: None
Also Present: Public Works Director Steve Scherer, Assistant City
Administrator Jodi Gallup, Planning Consultant Nate
Sparks
2) Additions to the Agenda: None.
3) Approval of the Minutes from:
August 19, 2020 Meeting
• Page 6 – Under Three Rivers Park Liaison – Add, The Park Commissioners
thanked Commissioner Sharp for his idea and for volunteering to be the liaison.
• Page 6 – Under Diamond Lake Regional Trail – Strick: he is concerned with
additional foot traffic. Add, Jacob is concerned with the additional motorized and
unmotorized traffic along Hunter Drive and Medina Road. This creates a serious
safety concern. Jacob would prefer a trail option to the west.
A motion was made by Thies and seconded by Sharp to approve the minutes from August
19, 2020 as amended.
A roll call vote was taken:
Park Commissioner Ann Thies - aye
Park Commissioner Terry Sharp - aye
Park Commissioner Steve Lee - aye
Park Commissioner John Jacob – aye
Park Commissioner Troy Hutchinson – aye
Park Commissioner Mary Morrison – aye
Park Commissioner Angela Bernhardt – aye
Motion passed unanimously.
4) Public Comments (on items not on the agenda): None.
5) City Council Update
Public Works Director Steve Scherer provided an update on recent City Council actions.
6) Holy Name Lake Estates Preliminary Plat – Park Dedication Review
Medina Park Commission Meeting Minutes - DRAFT
October 21, 2020
Page 2 of 6
Planning Consultant Nate Sparks provided a staff report for a subdivision review for
Holy Name Lake Estates located on Pinto Drive north of Holy Name Lake. The proposal
is to subdivide three parcels into 6 lots on approximately a 90-acre site with about 25
acres under the OHW of Holy Name Lake.
Sparks noted that the City’s Open Space plan identifies two areas of key natural
resources, which are moderate quality and will not be impacted by the development.
Sparks stated that the Park Dedication Ordinance requires dedication at the rate of 10%
land, 8% cash value of the land, or a combination thereof. This property comes back at
approximately 52 acres of buildable land, which would be a maximum of 5.2 acres of
park land dedication. The cash value is capped at the maximum $8,000 per lot, with three
new lots the cash amount would be $24,000.
Sparks noted that reviewing this property against the park and trail plan, shows a city trail
corridor and a regional trail corridor running north/south through the site. The applicant is
proposing a segment that goes east/west on the north part of the property and a segment
that runs between the properties totaling a 20-foot-wide trail corridor that would continue
along Pinto Drive.
Sparks stated that generally, what the applicant is proposing is acceptable in concept, but
staff is recommending some design flexibility by extending the east/west part across the
entirety of the north part of the lot, which gives ability to go through the site to Pinto
Road or go around and down in a different area to provide the maximum flexibility to
develop a more prominent regional trail in this area. Staff recommends a trail that is 25
feet in width due to regional significance and wider drainage and utility easements.
The Park Dedication Analysis shows that the trail corridors with adjusted widths are 0.93
acres, the additional northwest corridor is 0.25 acres for a total of 1.18 acres. This is
about 22.7% of the park dedication requirement with the remainder cash being $18,553
(77.3% of $24,000).
Thies asked for clarification on the location of the proposed trails on the property.
Scherer clarified that staff is recommending taking the entire northern edge of the
property in case another adjacent property develops, which might be better suited for the
regional trail.
Jacob noted that the regional trail was just in concept/planning phase and questioned
what the plan was for this property if a regional trail was not constructed? Scherer stated
the city’s local trail plan also shows a proposed trail running through this property.
Donavon DesMarais, the applicant, stated that they are trying to work with the city and
be considerate of the proposed trail corridor and be accommodating without it devaluing
the whole project by going through the middle of a lot. The applicant would prefer if the
trail did not go through the project at all if it worked for the trail to be on adjacent
Medina Park Commission Meeting Minutes - DRAFT
October 21, 2020
Page 3 of 6
property, but they would be open to having it go one way or the other by either going
north/south through the flag portion, or have the trail stay on the northern property line as
indicated in the staff recommendation.
Thies questioned about the extra width of the utility easements. Sparks stated that it
would be recommended to include in the motion, so the trail easement could be used for
what it was intended for.
There was consensus that the proposal seems to be logical and not overly intrusive, but
still allows flexibility for when the next parcels develop.
DesMarais asked when they would know what trail easement would be developed, so
future property owners could be assured that three-fourths of their lot lines were not
covered in trails. He questioned if the city would return some of the trail easements.
Scherer stated that the city has vacated easements in the past that were not needed, but
the city would not take any action until a trail corridor had been secured.
Jacobs asked for clarification on the location of the homes from the lot lines. The
applicant stated approximately 124 feet.
A motion was made by Thies and seconded by Sharp to recommend to the city council
that we have wider trail easements per the staff’s recommendation of at least 25 feet in
width when the trail is not adjacent to the roadway and at least 15 feet when adjacent,
that the grading plan for the road incorporate a bench for the trail, that there are wider
drainage and utility easements, and any remainder be provided as cash-in-lieu of land
dedication, which would be approximately 1.1 acres of trail corridor and a cash
remainder of 77.3% of the $24,000.
A roll call vote was taken:
Park Commissioner Ann Thies - aye
Park Commissioner Terry Sharp - aye
Park Commissioner Steve Lee - aye
Park Commissioner John Jacob – aye
Park Commissioner Troy Hutchinson – aye
Park Commissioner Mary Morrison – aye
Park Commissioner Angela Bernhardt – aye
Motion passed unanimously.
Medina Park Commission Meeting Minutes - DRAFT
October 21, 2020
Page 4 of 6
7) Hunter Lions Park Concept Plans
Landscape Architect Candace Amberg with WSB reviewed the Hunter Lions Park master
plan goals, process, the comments received from the public. She noted that there were 20
users on the Social PinPoint site who contributed 38 total comments on the master plan.
The feedback included:
Playground
• Would like benches on both sides of playground and trees for shade
• Notes on challenging events, climbing activities
Field
• Consider multi-use green space instead of formal field
• Instead of field consider other options (hockey rink, more tennis/ pickleball,
frisbee golf, skate park, Blokken-sauce)
Courts
• Reduce to 2 pickleball only and move further away from trail/road
• Screen courts and chainlink fencing (2)
• Like tennis courts moved away from kids playground
• Like/love pickleball (3)
• Pickleball not good option for small space, better at Hamel CC. 1 like; 1 dislike
• Not many people play pickleball, 2 tennis courts better; 3 likes; 1 dislike
• Single tennis court is good since there are 2 at Legion Park
• Love having full basketball court
• Like basketball court in its own space
Trails
• Like exercise stations along trails (3) and 3 likes
• Like expanded trail and event pods (2) and 3 + 2 likes; 1 dislike
• More climbing activities in pods rather than hiding
• Paved trail in prairie for improved accessibility (2) and 1 like
• Feel it’s hazardous to have the trail along Hunter Dr cross the parking lot, would
be better to move closer to the street (3) and 3 likes; 2 dislikes
Parking
• If possible, rethink design and orientation for more park space
• Off-street parking is needed for safety
Natural Resources
• Prairie: under-utilized, consider other reason to visit this space
• Prairie: bee hive stations?
Medina Park Commission Meeting Minutes - DRAFT
October 21, 2020
Page 5 of 6
• Prairie: native plants to screen neighbors: 1 like
• Prairie: archery range: 3 likes; 2 dislikes
Misc
• Porta potties valuable near playground
• Consider value of moving amenities around for cost to be worth benefit
Jacob suggested that the plan show an area for a future Eagle Scout project to build a picnic
shelter or custom bench to help save on costs.
Morrison asked if the plan should show two tennis courts and just stripe for pickleball.
Scherer stated that having actual pickleball courts provides a better pickleball experience
than striping tennis courts. It was noted that pickleball is a growing sport, and the city does
not currently have any pickleball courts.
Hutchinson said that if pickleball courts are built, people will come and use them.
Morrison said she was not in favor of putting in an outfield fence for the ball field.
Thies commented that the trail heading back to the nature area could be closer to the creek
and woods to provide a better nature experience.
It was noted that the parking lot was too big and questioned if it made sense to reduce or
leave as is?
Gallup noted that there were comments regarding wanting to continue the trail along Hunter,
so trail users were not forced to go into the parking lot or around the parking lot.
Lee noted that the trees should be removed from the boulevard to create a safer trail crossing
along Hunter Drive.
It was also noted that there is a need for a safe trail crossing from the park across Hunter
Drive to connect to the other side of the road and neighborhood.
The Park Commissioners discussed staging the improvements over the course of a few years
due to limited funds. It was noted that the tennis and pickleball courts were more urgent. It
was also discussed to move the backstop for the ball field, but not fully construct the field at
this time since it is just being used as a practice field.
Medina Park Commission Meeting Minutes - DRAFT
October 21, 2020
Page 6 of 6
Scherer stated he would get quotes on moving the backstop for the ball fields.
8) Discuss Naming of Woods near Reserve of Medina Development
Scherer stated that the city owns 3.5 acres of woods and a trail easement going into the
woods on the backside of the Reserve of Medina development to the west of County
Road 116. The city also owns 8.78 acres of woods just to the south of Shawnee Woods
Road, which the city hopes to eventually connect these two woods as development
occurs. He asked the Park Commissioners to start thinking of a name for the woods,
because he would like to install an entrance sign in the spring. It was suggested to call the
woods “Shawnee Woods”.
9) Staff Report
• General Items:
o Lakeshore Survey – The Park Commissioners stated that they would like
to further discuss this item at their next meeting.
10) Adjourn
A motion was made by Sharp, seconded by Morrison, to adjourn the meeting.
A roll call vote was taken:
Park Commissioner Ann Thies - aye
Park Commissioner Terry Sharp - aye
Park Commissioner Steve Lee - aye
Park Commissioner John Jacob – aye
Park Commissioner Troy Hutchinson – aye
Park Commissioner Mary Morrison – aye
Park Commissioner Angela Bernhardt – aye
Motion passed unanimously.
The meeting was adjourned at 8:37 p.m. Minutes prepared by Jodi Gallup
Mark Smith – Weston Woods Page 1 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
MEMORANDUM
TO: Park Commission
FROM: Dusty Finke, Planning Director
DATE: November 13, 2020
MEETING: November 18, 2020 Park Commission
SUBJ: Mark Smith (Mark of Excellence Homes) – Weston Woods
E. of Mohawk Dr., N. of Hwy 55 and 1952 Chippewa Road –
Preliminary Plat and PUD General Plan of Development
Review Deadline
Application Received: September 30, 2020
Review Deadline: January 28, 2021
Background
Mark Smith has requested Preliminary Plat and Planned Unit Development (PUD) General Plan
approval for a proposed residential development of two properties north of Highway 55 and east
of Mohawk Drive.
The applicant proposes 150 homes and a public
park/natural area as described to the right:
An aerial of the site and surrounding property can
be found at the top of the following page. The
aerial shows existing land uses and describes planned land uses as follows:
• The northern property is 80 acres in area but is over ½ wetland, with approximately 28 net
acres after deducting wetland and required wetland buffer. Almost all of the upland property is
tilled farmland. There is an existing home and farm buildings in the southwest corner of the
site.
• The southern property is 55 acres in size, with approximately 26.5 net acres after deducting
wetlands and required wetland buffers. A large wetland is located along the east end of the
site and drainageways divide the site into three areas (south, northwest, and northeast). In
addition, there are approximately 13 acres of woods which bisect the site along the ridge.
These woods abut the large wetland in the southern portion of the site and bisect the northern
portion of the site. There are two 4-acre farmed areas along Mohawk Drive and approximately
6.5 acres of vacant grassland on the northeast of the site.
• Polaris and The Wealshire are located to the west of the site. OSI is southeast of the large
wetland, along with additional future Business property to the north of OSI. The Bridgewater
neighborhood is located across the large wetland to the east of the site. Homes on rural lots are
located north and northwest of the site. These lots are zoned Rural-Residential-Urban Reserve,
but included in the Future Development Area designation and may be considered for addition
to the municipal sewer and water system in future Comprehensive Plan processes.
• 76 twinhomes on the northern property
• Combination of uses on the southern property:
o 42 single-family lots
o 32 townhomes
o 5.1 acres park/open space.
Mark Smith – Weston Woods Page 2 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
Comprehensive Plan
On April 7, the City Council adopted resolution 2020-18, granting conditional approval of
the Comprehensive Plan Amendment. The approval was contingent upon final approval of
the Planned Unit Development and a development agreement related to the improvements
which are related to the development. Thes e include the streets, utilities, trails, landscaping
and other improvements within the neighborhood and Chippewa Road through the subject
site.
This review assumes adoption of the Comp Plan Amendment which has been conditionally
approved. The site would be designated for development in or after 2020 with the uses
described to the
right:
One of the
conditions of the
Comprehensive
Plan Amendment was that the overall density of the southern property be between 3.0-3.5/net
acre. The proposed plan shows a density of 3.5 units/net acre on the southern property.
Land Use Net Acres Density
Northern parcel LDR 28 acres 2-3 units/net acre
Southern parcel (portion) LDR 17 acres 2-3 units/net acre
Southern parcel (portion) MDR 4.7 acres 5-7 units/net acre
Southern parcel (portion PROSE 5.2 acres NA
Mark Smith – Weston Woods Page 3 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
Planned Unit Development General Plan of Development
The applicant has requested a Planned Unit Development (PUD) to regulate development and
construction. According to Section 827.25, PUD provisions are established to provide
comprehensive procedures and standards designed to allow greater flexibility in the development
of neighborhoods and/or nonresidential areas by incorporating design modifications and allowing
for a mixture of uses. The PUD process, by allowing deviation from the strict provisions of this
Code related to setbacks, lot area, width and depth, yards, and other development standards is
intended to encourage:
1. Innovations in development to the end that the growing demands for all styles of economic
expansion may be met by greater variety in type, design, and placement of structures and by the
conservation and more efficient use of land in such developments.
2. Higher standards of site and building design.
3. The preservation, enhancement, or restoration of desirable site characteristics such as high quality
natural resources, wooded areas, wetlands, natural topography and geologic features and the
prevention of soil erosion.
4. Innovative approaches to stormwater management and low-impact development practices which
result in volume control and improvement to water quality beyond the standard requirements of
the City.
5. Maintenance of open space in portions of the development site, preferably linked to surrounding
open space areas, and also enhanced buffering from adjacent roadways and lower intensity uses.
6. A creative use of land and related physical development which allows a phased and orderly
development and use pattern and more convenience in location and design of development and
service facilities.
7. An efficient use of land resulting in smaller networks of utilities and streets thereby lower
development costs and public investments.
8. A development pattern that effectuates the objectives of the Medina Comprehensive Plan. (PUD is
not intended as a means to vary applicable planning and zoning principles.)
9. A more desirable and creative environment than might be possible through the strict application on
zoning and subdivision regulations of the City.
The City has a good deal of discretion when determining whether a PUD should be implemented
rather than standard zoning. The City should consider the purpose above when making a
decision whether a PUD is preferred to standard zoning. The applicant has described how they
believe the PUD addresses the criteria on pages 4-8 of their narrative.
Proposed Site Layout
On the southern property, the applicant proposes 42 single-family lots between 9,000-12,000
square feet in size, 32 townhomes and 5.1 net acres for public parks and open space.
As noted above, a PUD allows “deviation from the strict provisions of this Code related to
setbacks, lot area, width and depth, yards, and other development standards” to serve the
purposes described in the PUD ordinance. To analyze whether to approve a rezoning to PUD,
the City compares the request to the expectations of the underlying zoning designation.
Single-Family Lots
The following summarizes the single family lots proposed on the southern property compared to
the R1 and R2 district requirements. The proposed lots in the PUD fall in between the R1 and
Mark Smith – Weston Woods Page 4 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
R2 standards, which could be formalized through the flexibility of a PUD. The following table
summarizes these standards and the proposed lots:
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%
Townhomes
The R3 zoning district is utilized by the City to implement the MDR land use, which is the
proposed land use for the townhome portion of this project.
In addition to allowing the blending of the density between the townhomes and single-family, the
applicant requests flexibility through the PUD process to reduces the setback between townhome
buildings, the minimum distance from the townhome buildings to the private roadway, and the
minimum setback to a collector roadway (Chippewa Road). The requested deviations requested
as part of the PUD are highlighted below:
R3 Requirement Proposed
Townhomes
Minimum Net Area per Unit 6,222 s.f. 6,222 s.f.
Maximum Net Area per Unit 12,500 s.f. 6,222 s.f.
Minimum Setback from Perimeter 20 feet 45 feet
Front Yard Setback 25 feet 45 feet
Collector Road Setback (Chippewa) 50 feet 40 feet
Local Road Setback (Mohawk) 40 feet 40 feet
Private Road Setback 25 feet (generally min. 27 feet to
curb, based on boulevard width)
23 feet to curb
Min Distance Between Buildings 30 feet 25 feet
Max. Hardcover 50% 31%
Mark Smith – Weston Woods Page 5 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
Twinhome Lots
On the northern property, the applicant proposes 76 twinhome units within 38 buildings. The
following table summarizes the twinhome layout compared to the R2 district. The layout would
seek flexibility to reduce the front setback to the private roadway as part of the PUD request.
R2 Proposed
Twinhomes
Minimum Lot Size (Two-family) 5,000 s.f.
per unit
>5,000 s.f. including open space between
lots
Minimum Lot Width (two-family) 50 feet 50 feet
Minimum Lot Depth 90 feet 90 feet
Front Yard Setback 25 feet 25’ to curb (equiv. to 13’ to right-of-way)
Front Yard Setback (garage) 30 feet 25’ to curb (equiv. to 13’ to right-of-way)
Side Yard Setback (two-family) 10 feet 30 feet between buildings
Side Yard (corner) 25 feet 25 feet
Rear Yard Setback 25 feet 30 feet
Max. Hardcover 50% 66.4% of platted lot; 50% if including
boulevard and open space between
buildings
Generally, the flexibility sought under the PUD allows for structures to be placed slightly closer
together within the site than would be allowed by the underlying zoning districts. Doing so
allows the same number of units to occupy a smaller footprint, which makes it more practical to
preserve some of the natural area and while still provided similar open space on the periphery of
the site.
Tree Preservation, Buffer Yards, and Landscaping
The southern site includes a wooded area approximately 14 acres in area. The northern 3-acres
of the woods is designated as a moderate quality oak forest in the City’s land cover classification
system. Approximately 1-2 acres of the southern wooded area is designated as a moderate
quality maple-basswood forest. The remaining area is an altered deciduous woodland.
Few trees are located on the northern site.
The applicant’s concept proposes to preserve approximately 7 acres and dedicate the land to the
City as part of the PUD process and park dedication requirements. The applicant proposes to
preserve an additional ½ acre of wooded area in the eastern portion of the site.
The City’s natural resource specialist provided observations on the woodlands. His conclusion
was that the southern portion of the wooded area, especially located on the knoll which is
proposed to be dedicated to the City, was well varied in terms of tree age and species, and had
comparatively low levels of buckthorn intrusion. This portion of the woods appeared to be a
long-term sustainable natural area of a comparatively good quality within Medina. The
dedication of the property to the City would provide the opportunity to conserve the highest
quality portion of the woodlands. Although the northern portion of this woodland is classified as
a moderate quality oak forest, the City’s natural resource specialist noted that oak regrowth was
very limited and the area was transitioning to be ash dominant and was also heavily infested with
buckthorn.
Mark Smith – Weston Woods Page 6 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
Even though approximately ½ of the wooded area is proposed to be preserved, significant tree
removal on the rest of the site is subject to the City’s tree preservation ordinance, which requires
replacement for all removal in excess of 15% of the significant trees on the site. This results in
the need to replace 584 trees, or a total of 5687 inches of trees. The applicant proposes to
replace as many trees as possible on-site, including restoring the area east of the twinhomes on
the northern property. Even if larger replacement trees are planted, the replacement will not be
able to occur fully on-site. The City accepts a fee of $100/inch to the City’s reforestation/forest
management fund for trees that cannot be replaced on-site.
Staff believes there are opportunities to preserve additional wooded areas upon the site. By
reducing the depth of the lots in the southwestern portion of the site, more of the wooded area
can be preserved. The applicant is also proposing grading along the property line of the
preserved area. Reducing the grading, potentially by using walls or additional stormsewer would
provide additional preservation. Staff also recommends relocating pond 15P in the east-central
portion of the site because this area is wooded. It appears a better location may be east of the
cul-de-sac.
To provide replacement for trees proposed to be removed, the applicant proposes to plant trees
averaging 40 feet on center or as densely as is practical for long-term survivability. The result is
that the plantings on site will far exceed the minimum requirements and would be as much as can
be accommodated.
Wetlands and Floodplain
The City requires upland buffers to be established upon development based upon the
management classification of the wetland. Portions of the large wetland to the east of the
proposed development is a Preserve wetland which is mapped as a Site of Biodiversity
Significance. This type of wetland requires an average buffer of 50 feet in width. The remaining
wetlands require buffers with an average width of 25-35 feet. It appears that the average buffers
are provide, but staff recommends a condition requiring the applicant to provide documentation
to confirm.
FEMA maps identified a Zone A floodplain within the location of the large wetland. The City
has provided a model for a Base Flood Elevation, which is currently being reviewed by Elm
Creek Watershed. The residential development does not appear to contain floodplain impacts,
but the construction of Chippewa Road will. The applicant has agreed to provide compensatory
storage upon the site to mitigate the impacts of Chippewa Road.
Park Dedication:
City’s subdivision regulations allow the City to require one of the following options for park
dedication:
• Up to 10% of the buildable property – in this case approximately 7.1 acres
• Cash in-lieu equal to 8% of the pre-developed market value (min $3500/max $8000 per
home) - in this case estimated to be at the low end, $525,000
• Combination of the above
Mark Smith – Weston Woods Page 7 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
The applicant proposes the following dedication and improvements related to parks, trails, and
open space:
• Dedicate 7 acres of preserved woodland to the City.
• Construction of public trail loop through the preserved woodland.
• Construction of public trail along Chippewa Road from Mohawk Drive to Arrowhead
Drive.
• Construction of trail along Mohawk Drive from “Hillside Lane” to Chippewa Road.
• Construction of private trails through the twinhomes and townhomes to connect to the
preserved woodland.
The City’s Parks and Trails plan is attached for reference. It identifies the following
improvements in the vicinity:
• Active Park Search Area
• Trail along new Chippewa Road
• Trail from Chippewa Road through northern property to Mohawk Drive
The Park Commission discussed a year ago and recommended at that time that an active park
should not be required within this site, and that the City should seek opportunities on other
nearby properties.
The dedication of the preserved woods to the City accounts for the park dedication requirements
of the subdivision. In addition to the dedication, the applicant has proposed additional trail
improvements as amenities related to the obtaining the maximum density for the townhome
development and in connection with the PUD and Comprehensive Plan Amendment.
The applicant proposes to construct the trail along Chippewa Road as shown in the plan. The
applicant also proposes to construct a trail within the woods being preserved. The location of
these trails are shown with solid green lines on the aerial at the top of the following page.
The applicant originally proposed a trail connection along the east side of Mohawk Drive, south
of Chippewa Road to their southern entrance. This location is shown as a solid purple line.
Staff believes this trail connection should not be constructed, but rather a connection north of
Chippewa Road, consistent with the Trail Plan. This northern option is identified with a dashed
green line.
The applicant has proposed a trail connection from Chippewa Road, through the townhome
neighborhood, to connect to the wooded area. This location is shown with a dashed bright blue
line. The applicant originally proposed this connection to be private, for the residents of the
area. Staff recommends that the Park Commission discuss whether this connection should be a
public trail, providing improve access from the Chippewa Road trail to the park. As an
alternative, there is a sidewalk connection along the public street in the project, which is showed
with dashed purple line. The City could rely on this sidewalk to access the park, or could require
a trail to be constructed along this stretch rather than sidewalk.
Mark Smith – Weston Woods Page 8 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
Staff Recommendation
Staff recommends the following park and trail dedications and improvements:
1) Dedication of the preserved wooded area to the City
2) Construction of trail adjacent to Chippewa Road (solid green)
3) Construction of the trail within the park (solid green)
4) Construction of the “northern option” connecting Chippewa Road and Mohawk Drive
(dashed green)
5) Construction of trail connecting Chippewa Road to the park through the townhome
neighborhood (bright blue). Staff seeks feedback on whether this connection should be
public.
Mark Smith – Weston Woods Page 9 of 9 November 18, 2020
Prelim Plat/PUD General Plan Park Commission Meeting
Attachments
1. Excerpt from 11/10/2020 Planning Commission minutes
2. Excerpt from 10/16/2019 Park Commission minutes
3. Natural Resource Specialist comments dated 10/21/2019
4. Applicant Narrative
5. Architectural Description
6. Twinhome Photos
7. Plans
Medina Planning Commission Excerpt from DRAFT 11/10/2020 Meeting Minutes
1
Weston Woods of Medina – Mark Smith – North of Hwy 55, East of Mohawk Drive –
Preliminary Plat and Planned Unit Development General Plan – Development of 76
Twinhomes, 42 Single-Family, and 32 Townhomes – PIDs 0311823420001,
0311823410001, 0311823430005, and 0311823130002
Finke presented a request for a PUD and Preliminary Plat for the Weston Woods development which
includes a 150-unit residential development and seven-acre passive park area that would be dedicated to
the City. In April, the Council adopted conditional approval of a Comprehensive Plan amendment for
this parcel and reviewed a Concept Plan for this PUD. Since that time, the City has submitted an
environmental assessment worksheet to the State for comment and review, which relates to the wetland
impacts contemplated for the Chippewa Road extension from Mohawk Drive to Arrowhead. He stated
that none of the agencies recommended that the more in-depth environmental review be required. He
stated that the following week staff is recommending that the Council make the determination that an
environmental impact statement not be required. He displayed an aerial photograph of the subject site
and reviewed the zoning designation/land uses of each of the two parcels along with adjacent properties.
He identified the areas of the project proposed for townhomes, twinhomes and single-family homes. He
provided details on the Chippewa Road extension. He stated that the applicant has requested a Planned
Unit Development (PUD), which allows flexibility to the zoning standards in return for better serving the
objectives of the zoning ordinance and other City objectives. He provided details on three different types
of lots proposed, noting that most of the flexibility requested is internal to the site which allows more
open space on the peripheral of the site. He reviewed the details related to architectural design and
provided photograph examples of the different home products. He stated that the southern site includes
about 14 acres of woodlands, noting that half of that area would be preserved as a passive park. He noted
that tree replacement would be required for removals above what is allowed by Code. He provided
details on wetland impacts and infrastructure. He noted that the plat would be contingent upon approval
of the PUD. He stated that two public comments were received, one of which was included in the
Commission packet, and provided to the Commission. He stated that staff recommends approval of the
PUD and Preliminary Plat subject to the conditions listed in the staff report.
Nielsen asked and received confirmation that the Planning Commission recommended denial of the
Comprehensive Plan amendment. She referenced the proposed list of conditions and asked where the
road would fall in that list.
Finke confirmed that would be included in condition six.
Grajczyk asked if the developer intends to build the twinhomes and townhomes but not the single-family
homes.
Finke replied that the applicant can answer that question in their presentation.
Popp referenced condition 10 and asked if that would mean that the watermain would not source the
irrigation system.
Finke confirmed that to be true. He explained that the City does not allow any new residential
development to use the City’s domestic water system for lawn and landscape irrigation. He stated that the
applicant proposes stormwater reuse to supply water for irrigation purposes.
Popp referenced condition 12 and asked for a highlight of recommendations that may be included from
the City Engineer related to Chippewa Road.
Medina Planning Commission Excerpt from DRAFT 11/10/2020 Meeting Minutes
2
Finke stated that the primary comments were to attempt to reduce the wetland impacts for the roadway.
He noted that as the broader permit process is completed for Chippewa Road there will be many other
comments from multiple agencies and the plan will be adjusted throughout the process.
Mark Smith, applicant, stated that they intend not to build the single-family product as their main
business has been the construction of twinhomes and townhomes. He stated that he is present to address
any additional questions.
Reid opened the public hearing at 7:28 p.m.
Doug Macky, 4562 Bluebell Trail N, stated that initially this project stirred up a lot of discussion amongst
his neighbors. He stated that after reviewing the plan and the evolution over the past year, this looks like
a great use and similar neighborhood. He stated that they were pleased with the Fields of Medina
neighborhood, including the trails and park, which have benefited the residents. He stated that he is
excited to have a product of this type in the community that is available for those in the community that
are aging or attempting to downsize. He referenced the park and private trails proposed and asked how
the Bridgewater residents could access those amenities as there is not a park within Bridgewater.
Mr. Smith stated that they would have a trail that would be constructed with the new Chippewa Road and
would connect to Arrowhead and that trail. He stated that there is another connecting point that will link
to the park. He confirmed that there would be access for the Bridgewater residents to enjoy those
amenities.
Mr. Macky commented that this looks like a great development and does not believe there is an
opposition from the existing residents. He stated that this will be a benefit to the area.
Finke acknowledged the written comment received after the packet was sent out from the resident at 4111
Cavanaugh in support of the project and will become part of the record.
Todd Albers, 4800 Cubby Trail, asked if the single-family home product could be switched to townhomes
if the market does not have demand for single-family homes.
Mr. Smith replied that their intent would not be to change that housing product, as there is a strong
demand for single-family housing. He explained that his business typically does not construct custom
single-family homes and therefore they would use a different builder for that product to compliment the
other housing products. He stated that they would not propose to add additional twinhomes or
townhomes. He stated that there is a demand for the twinhome and townhome product in this area, noting
that even some Bridgewater residents have expressed interest as their children age, and they are looking
to downsize.
Reid closed the public hearing at 7:38 p.m.
Galzki stated that he is happy to hear that the residents in this area are supportive of the project and hopes
that is a result of communication with the developer. He stated that he appreciates the changes that have
been made by the developer and the contributions, especially the Chippewa Road extension. He
commented that although this would require some changes and flexibility, it would provide an overall
benefit to the community as well.
Piper commented that she is impressed and will be eager to see what is done with the park area. She
commented that for the number of homes in that area, 5.1 acres feels small for a park. She stated that she
does like the design.
Medina Planning Commission Excerpt from DRAFT 11/10/2020 Meeting Minutes
3
Nielsen commented that she is still not in favor of moving up the staging but believes that good
adjustments have been made to the plan and sees the benefits that would be provided to the City. She was
also pleased that those previously opposed to the development in the neighboring development are now
supportive.
Grajczyk thanked the applicant and City staff for working together to find the best ways to make use of
the property and work with the neighboring residents. He commented that he likes the layout in this
design better, which provides more buffered areas between the development and adjacent properties.
Couri stated that she agrees with the comments that this would provide a housing product needed in the
community to allow residents to downsize from their larger homes. She stated that this appears to be a
well-done project.
Popp stated that initially he was hesitant because of the staging and slow growth vision of the
Comprehensive Plan. He commented that this is a well thought out design and appreciates the
preservation of open space and wetland. He stated that the benefits to the City are also obvious and he is
pleased with the development and reaction of the neighboring residents.
Reid commented that when the Commission previously reviewed the project the request was made to
provide a variety of architectural styles and designs, which has been done. She stated that adding this
variety of housing will be a benefit to Medina and she is happy with the proposed plan.
Finke commented that there is a park search in this area to serve not only this site but other properties that
will develop in this area.
Motion by Piper, seconded by Nielsen, to recommend approval of the PUD General Plan of
Development and Preliminary Plat, subject to the conditions noted in the staff report.
A roll call vote was performed:
Nielsen aye
Galzki aye
Piper aye
Grajczyk aye
Couri aye
Popp aye
Reid aye
Motion carries unanimously.
Medina Park Commission Excerpt from 10/16/2019 Meeting Minutes
1
Mark of Excellence Homes – Weston Woods – East of Mohawk Drive and North of Hwy 55
– Comprehensive Plan Amendment and PUD Concept Plan – Park Dedication Review
Gallup provided an overview presentation of the applicant’s request for a comprehensive plan amendment
to change land use from business to residential and move up the staging from 2025 to 2020. The PUD
Concept Plan shows 76 twinhomes on the north property (Roy Property) and 41 single-family, 33
townhomes, and 5.5 acres of park/open space/land preservation on the south property (Cavanaugh
Property).
Gallup stated that the park dedication ordinance allows 10% of buildable land, which would total 7.5
acres, or 8% of cash-in-lieu, which would be approximately $600,000 to $800,000, or a combination of
land and cash. These amounts are the standard required park dedication amounts for any development.
The applicant has suggested protection of 5.5 acres of wooded area with a small active park, construction
of parking/trailhead, and a trail connection from the north lot to the south lot. If preservation and
amenities only meet standard park dedication ordinance requirement, it may not support the applicant’s
requested flexibility.
Gallup stated that if the applicant’s comprehensive plan amendment is approved, it will add
approximately 74 additional homes to the area that were originally slated to be business land in the
comprehensive plan. This development also proposes 76 twinhomes five years sooner than originally
planned. The Park Commission may want to take this into consideration when determining the amount,
size, and locations of future parks in the area. It was noted that this area of the city has other land to the
west of Mohawk and north of Chippewa that is zoned to add 65-80 homes in five years, and there could
be potential long-term (20+ years) future residential development to the north.
Gallup stated that staff’s recommendation would be to recommend construction of an east-west trail and
construction of a north-south trail. Staff requests Park Commission discussion and direction on an active
park. Staff suggests acquiring the preservation area as justification for the comprehensive plan
amendment/PUD instead of taking it as park dedication.
Morrison noted that the amount of park/open space land dedication being proposed is only 5.5 acres, but
the park dedication ordinance could allow up to 7.5 acres. Discussion took place noting that trails and
cash-in-lieu could be combined to reach the full park dedication requirements.
Bill Griffith, Attorney representing applicant Mark Smith, stated that they are not proposing less than the
minimum. He also noted that while this commission is only looking at park and trail dedication, the City
Council is considering other public infrastructure to meet the public benefits test as justification for the
comprehensive plan amendment/PUD. He stated that the non-park benefit is the extension of Chippewa
Road.
Griffith noted that the primary opportunity to the city is that the applicant would develop the north and
south parcels together. This would produce 3.0 units per acre for the overall land, which is the minimum
the Metropolitan Council will consider for development. He noted that this community has priority to
develop slowly and this density is important in achieving that goal.
Griffith discussed the applicant’s plan design showing an upland buffer area in the north east section of
this development to help screen this development from the Bridgewater neighborhood. He stated that the
proposed park would allow for the preservation of woodland, which would be plowed down if this parcel
stayed zoned as business. He pointed out the trailhead and 20 parking spaces the applicant proposes to
develop.
Medina Park Commission Excerpt from 10/16/2019 Meeting Minutes
2
Weir stated that the trailhead as proposed is too intrusive located in the center of the wooded area. She
noted that forest trees need trees to protect them from blowing over. The other Park Commissioners
concurred with this statement.
Weir questioned if the upland area is not developed, who would maintain it?
Mark Smith, applicant, stated that the upland area may be converted to a wetland. He stated the area
would be owned by the homeowner’s association.
Sharp stated that he liked the opportunity for a neighborhood park, but also liked the idea of preserving
the trees.
Jacob stated that he loved the concept of tree preservation, but then questioned what the city does to find
an active park. He stated that it is important to have trail connections. He suggested looking at the larger
area to have a concept plan on where a future park could be built.
Thies stated that she would like to see the wooded area containing the knoll preserved. She also stated
that an active park is needed to serve these residents.
Morrison stated that she would also like to see this knoll preserved, but not to build a parking lot into or
next to the woods. She noted that this whole area will need a park where the community can gather, not
just a woodland. She also noted the importance of trail connections.
Rumsey agreed that the woods should not be carved out for parking. He stated that it was important to
have trail connections to Chippewa Road.
Weir agreed with what everyone had said thus far. She noted that the city has wanted a slow growth
approach for at least the last three election cycles, but this plan feels like it is hurrying growth. With that
said, she noted that this is a tremendous opportunity to get the road and utilities built. She noted that
having a trail up Mohawk to Corcoran was important to the City of Corcoran. She questioned how
successful a business would be in this location because of access if land use designation stayed as
business. She noted that business uses are easier for the city because they need less city services but liked
that the residential development would not require as many trees to be torn down.
Lee stated that the city would want trails both east-west and north-south. He asked the applicant if
sidewalks were being proposed in the neighborhoods? Smith stated that there were no sidewalks in the
plans.
Smith stated that the north side twinhomes have a private street and the south side would have single
family homes on a public street.
Weir suggested taking three acres for future park land on the northwest boarder, so it can be combined
with an additional three acres when property to the north develops. She questioned if the applicant could
build twinhomes on the western edge of the currently preserved upland and still incorporate heavy tree
screening on the east side to screen from the Bridgewater neighborhood. This could make up for the lost
density in acquiring the three acres of future active park land.
Lee recapped everyone’s comments by noting that they would like to see the woods preserved in the
south, but not count it against their park dedication requirement, removal of the parking next to the
woods, create trail connections east-west and north-south, and consideration of Weir’s idea noted above.
Medina Park Commission Excerpt from 10/16/2019 Meeting Minutes
3
Smith noted that the 17.6 acre Scherber property to the west of Wealshire is in the Rockford School
District. He suggested that if the Park Commission was looking for one large active park to serve this area
of town that the city might want to consider purchasing this whole lot to be used as an active park. The
Park Commission questioned the topography but was intrigued by the idea if the land was flat enough and
the price was right.
1
Dusty Finke
From:Tony Havranek <THavranek@wsbeng.com>
Sent:Monday, October 21, 2019 8:49 AM
To:Dusty Finke
Cc:Steve Scherer; Jodi Gallup; Jim Stremel
Subject:Mark of Excellence_woodlots
Attachments:MAP_MarkofExcellence_woodlots.pdf
Dusty,
This email summarizes our site visit to the Mark of Excellence site on October 16, 2019 to review the woodlot
composition/quality of the parcels. This visit was a follow up to our initial survey completed on October 6, 2017.
Attached is a map of the different forest stands that we observed. I labeled them 1‐5.
Stand 1 is similar to what we observed on our 2017 site visit:
“The northeastern portion of the woodland, north of the ditch, is correctly classified by the Hennepin County Nat Res
layer as a mesic oak woodland. Both white oak and red oak occur in this portion of the forest. All oak would be
classified as large to very large trees (DBH > 21”). The oak component would be classified as even age, meaning that
these are all mature trees. No oak regeneration was observed (sapling/seedling size class). The number of individual
trees is small compared to other species (ash), but the size of the trees causes them to be the dominant species in terms
of canopy coverage and basal area.
It should be noted that there were a small number of very large sugar maple as well.
The understory in this location was dominated by buckthorn, with some ironwood. Without management, this area
would more than likely transition to buckthorn/elm/basswood/ash due to oak mortality due to wind events, disease,
and old age.” (From 2017 summary)
It appears that buckthorn is more common in the understory compared to the 2017 visit.
Stand 2 is also similar to the 2017 visit except, similar to stand 1, buckthorn is more common:
“The area between the knoll and south of the ditch, maintains an oak component similar to the one described above,
but
ash becomes more prevalent (pole to medium tree size 5‐10” DBH). The buckthorn is much smaller here (seedlings) and
is not as dense.” (From 2017 summary).
Stand 3, the top of the knoll, is still in state of regeneration (mostly maple) with some buckthorn occurring under canopy
openings. One thing that was different from our 2017 visit is that we observed oak (white/bur) seedlings on the forest
floor in a few areas. These may continue to grow under shady conditions along with the maple. Below is the 2017
summary:
“The knoll consists of a uneven‐age sugar maple stand with some large ‐very large white oak. This portion of the forest
would more than likely be sustainable for the long term since the seedling/sapling/pole size class will succeed the
mature trees as they die. Very little to no buckthorn is found here. This area is typed as a basswood/sugar maple by the
Hennepin County Nat Res inventory. The basswood component is present, but somewhat minor when compared to the
sugar maple component.”
2
Stand 4 was not walked in 2017, but general comments were provided:
“The southern portion of the forest is similar to what was observed in the northeast portion described in the first
Paragraph (stand 1).”
We did walk this site during the 2019 visit. This stand consisted of various age classes and species. Oak appeared to
dominate the canopy, but many poletimber sized ash and maple were found within the stand, with some regeneration,
but not as much as was observed in stand 3.. Buckthorn was also present.
Stand 5 was not surveyed in 2017, but was surveyed during our 2019 site visit. Buckthorn (mature, sapling, and
seedling) dominated the understory and was the only tree/shrub species present along the periphery. Oak, ash, and
willow were also found within this stand, with oak being the most dominant tree species. However, the number of
individual oaks was small and no oak regen was observed.
Overall, stand 3 provides the highest quality woodlot as it contains the least amount of buckthorn, and supports uneven
age tree species, while also supporting quality mature seed trees.
Take care,
Tony Havranek
Senior Ecologist
651.286.8473 (o) | 612.246.9346 (m)
WSB | wsbeng.com
This email, and any files transmitted with it, is confidential and is intended solely
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1 inch = 288 f eet
Document Path: K:\014630-000\GIS\Maps\MAP_MarkofExcellence_woodlots.mxd Date Saved: 10/21/2019 8:29:47 AM
Mark of ExcellenceCity of Medina
Figure 1- Woodlot Survey ¯
November 6, 2020
Dusty Finke AICP
City Planner
City of Medina
2052 County Road 24
Medina, MN 55340-9790
Re: Weston Woods of Medina; Comprehensive Plan Amendment and PUD Development
Plan 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”) regarding the proposed Weston Woods of
Medina project (“Project”) located in the City of Medina (“City”). The Project includes
development on approximately 131 gross acres of land located north of Highway 55 and East of
Mohawk Drive with a mix of single-family development, twinhomes, and row townhomes. This
letter is the narrative in support of the following applications by MOE:
(1) rezoning to Planned Unit Development (PUD);
(2) approval of PUD development plan; and
(3) Preliminary Plat
This narrative describes the Project’s compliance with requirements for approval of the
applications, as well as the significant public benefit associated with the Project.
Background and Project Description
The Project includes four parcels (the “Properties), consisting of the “Southerly Site,” totaling
approximately 52.61 acres, located east of Mohawk Drive and north of Highway 55; and the
“Northerly Site” an approximately 74.74-acre parcel located east of Mohawk Drive and
immediately north of and adjacent to the Southerly Site. MOE is seeking to develop the
Properties with a mix of single-family homes, twinhomes, and row townhomes with an average
overall density of approximately 3.08 units per acre. The Northerly Site will include
approximately 47.33 acres of wetland and buffer area. The Southerly Site will include
approximately 26.42 acres of wetland and buffers, and 7.17 buildable acres of open space (which
includes 5.1 net acres of parkland).
Dusty Finke AICP
November 6, 2020
Page 2
Gross Area Wetlands/Buffer Parks/Open Space Net Developable
Northerly Site 74.74 acres 47.33 acres 0 acres 27.41 acres
Southerly Site 52.61 acres 26.42 acres 5.1 net acres 21.3 acres
Project Total 127.35 acres 73.75 acres 5.1 net acres 48.71 acres
The net developable acreage is based on the Metropolitan Council’s formula for calculation of
net residential density calculated by the gross acres less wetlands, buffers, public parks and open
space, arterial road rights-of-way, and floodplains. The resulting density of the proposed PUD
Development Plan is as follows:
Proposed
Net Developable Dwelling Units Density
Northerly Site 27.41 acres 76 proposed 2.80 units/acre
Southerly Site 21.3 acres 74 proposed 3.47 units/acre
Project Total 48.71 acres 150 Units 3.08 units/acre
The proposed units within the Project will be allocated among single-family residences,
twinhomes, and row townhomes as follows:
Housing Types
Acres Number
Single-Family Residences 16.6 acres 42 Units
Twinhomes 27.41 acres 76 Units
Row Townhomes 4.7 acres 32 Units
Project Total 48.71 acres 150 Units
The Project will also include the improvement of Chippewa Road from Mohawk Drive on the
west to Arrowhead Drive on the east, as well as the completion of a water loop connected to the
City’s municipal water system.
Land Use Applications
MOE is seeking approval of the following zoning and subdivision applications:
1. Rezoning: Planned Unit Development
The predominant zoning district for the Properties is Rural Residential-Urban Reserve (RR-UR),
with approximately 5.25 acres of the southernmost portion of the Southerly Site zoned as
Commercial-Highway (CH). MOE is seeking a rezoning of both Properties to the Planned Unit
Development (PUD), along with review and approval of the Preliminary Plat and PUD
Development Plan. The PUD District will allow for the flexible application of the City’s Zoning
Code (“City Code”) while allowing for higher standards of site and building design, along with
the preservation of high-quality natural resources located on the Properties.
Dusty Finke AICP
November 6, 2020
Page 3
The applications are consistent the Comp Plan amendments which were recently approved by the
Met Council and subject to conditions adopted by the City Council. The Comp plan amendment
moved staging of development from 2025 to 2020 on the Northerly Site. On the Southerly Site,
the Comp Plan designation was changed from Business to Mixed Residential (MR) designation
to accommodate the proposed mix of residential development and staging of the Properties. The
overall density will be 3.08 units per acre over the entire Project, with higher density located on
the Southerly Site.
On the Northerly Site, the underlying zoning requested with the PUD is R2. The R2 zoning
district is consistent with the Low Density Residential (LDR) land use guiding and allows
clustering of smaller lots to support protection and enhancement of natural areas through the
preservation of open space, wetlands, and woodlands, as well as buffering from adjacent streets
and uses, or the creation of additional recreational opportunities.
R2 Proposed
Twinhomes
Minimum Lot Size (Two-family) 5,000 s.f. per unit 3,948 to 5,500 s.f.
Minimum Lot Width (two-family) 50 feet 42 feet
Minimum Lot Depth 90 feet 94 feet
Front Yard Setback 25 feet 25 feet to curb (equiv. to
13 foot to right-of-way)
Front Yard Setback (garage) 30 feet 25 feet to curb (equiv. to
13 foot to right-of-way)
Side Yard Setback (two-family) 10 feet 30 feet between buildings
Side Yard (corner) 25 feet 25 feet
Rear Yard Setback 25 feet 30 feet
Max. Hardcover 50% 66.4% maximum, not
including open space
between lots
On the Southerly Site, the underlying zoning requested with the PUD is R3 for the townhomes.
The R3 zoning district is consistent with Medium Density Residential (MDR) land use guiding
and allows for development of townhome portion of the Project. The underlying zoning
requested with the PUD is R2 for the single-family homes. The R2 zoning district is consistent
with Low Density Residential (LDR) land use guiding and allows for development of single-
family portion of the Project
Dusty Finke AICP
November 6, 2020
Page 4
R2 Proposed
Single Family
Minimum Lot Size 8,000 s.f. 9,738 to 17,058
s.f.
Minimum Lot Width 60 feet 70 feet
Minimum Lot Depth 90 feet 130 feet
Front Yard Setback 25 feet 30 feet
Front Yard Setback (garage) 30 feet 30 feet
Side Yard Setback (combined) 15 feet (10 & 5) 20 feet (10 & 10)
Side Yard (corner) 25 feet 30 feet
Rear Yard Setback 25 feet 30 feet
Collector Setback 40 feet 50 feet
Max. Hardcover 50% 34% maximum
R3 Requirement Proposed
Townhomes
Minimum Net Area per Unit 7,920 s.f. not
including reductions
6,472 s.f.
Maximum Net Area per Unit 8,700 s.f. 6,472 s.f.
Minimum Setback from Perimeter 20 feet 40 feet
Local Road Setback 40 feet 40 feet
Collector Road Setback (Chippewa) 50 feet 40 feet
Private Road Setback 25 feet 23 to 26 feet to
curb
Minimum Distance Between
Buildings
30 feet 25 feet
Max. Hardcover 50% 30.5% for the
total area
2. Consistency with PUD Criteria
The Project is consistent with the standards and purpose of the City’s PUD Ordinance under
Section 827.25 as follows:
a. 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.
The Project is designed to accommodate a mix of housing types and densities while preserving
and protecting wetlands, tree stands and open spaces. The Project includes a combined 73.75
acres of wetland and buffer conservation areas, as well as a combined 7.17 acres of wooded open
space or parks. The 5.1-acre park and adjacent open space on the Southerly Site includes over
300 hardwood trees. The park area will become a neighborhood asset providing open space and
Dusty Finke AICP
November 6, 2020
Page 5
trail facilities for use by the residents of the development and the general public. This protects
and preserves one of the City’s natural resources.
b. Higher standards of site and building design.
The PUD allows the Project to provide a variety of high-quality housing styles, including single
family lots, twinhomes and row townhomes in a high-quality design, integrated into the open
space and wetlands. The single-family homes will be located adjacent to natural areas, including
wetlands, park and open space, and preserved woodlands. The townhomes have high-end
features and the exteriors will use an extensive amount of glass creating an abundance of natural
light on three sides. Deep garages will provide homeowners room to store trash and recycling
bins indoors. To improve exteriors, the Applicant has hired a designer to create a variety of
architectural features to enhance the front of the building units. The addition of the row homes
in the northwest quadrant of the Southerly Site provides a housing option for newer families in
proximity to the park and open space.
c. 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.
To the north on the Northerly Site, more than two-thirds of the site will be preserved as wetlands
and woodlands providing natural buffer areas within the development. All of the proposed
residences on the Northerly Site are clustered on the west of the property, which provides more
than a 1,300-foot buffer between the Bridgewater neighborhood and the nearest home in the
development. To the south on the Southerly Site, nearly sixty percent (60%) of the site is
preserved in wetlands, woodlands, park and open space. Specifically, the developer will
dedicate a 5.1-acre park with adjacent open space area preserving the existing wooded area
including over 300 hardwood trees. This preservation effort will become a defining feature of
the development and will preserve one of the City’s finest natural resources.
d. 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.
The Development Plan shows several ponding areas designed to manage storm water and
minimize storm water impacts from the development. MOE will work with the City to
incorporate low impact development and best practices throughout the development. For
instance, the plan proposes construction of stormwater reservoirs to provide irrigation to
landscaping on the Northerly Site.
e. 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.
Dusty Finke AICP
November 6, 2020
Page 6
The Project preserves and enhances wetland and woodland areas creating large buffers to
surrounding development and large portions of the Properties will be dedicated as parkland and
open space. MOE will work with the City to enhance buffering from adjacent roadways and
lower intensity uses. For instance, heavy landscaping and tree planting along Mohawk Road will
provide a buffer to roadways.
f. 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.
The Project is the result of a creative use of land that allows the placement of a variety of home
sites on the Properties in a way that preserves wetlands, woodlands, and open space while still
meeting the required density contained within the City’s land use regulatory documents. The
Project ranges in density with the higher density located nearest to the corner of Mohawk Drive
and Chippewa Road. The overall net density in the Project is 3.2 units per acre, which is
consistent with both City and Metropolitan Council guidance for new residential development.
g. An efficient use of land resulting in smaller networks of utilities and streets
thereby lower development costs and public investments.
MOE has designed the PUD to maximize the use of developable land while preserving natural
features such as wetlands, woodlands, and upland buffers to nearby development. On both
Properties, the footprint and density of housing maximized in a manner that reduces the
impervious surfaces and reduces the in the size and length of infrastructure serving the
development. In addition, the Applicant has planned construction of new infrastructure,
including the extension of Chippewa Road between Mohawk Drive and Arrowhead Road, as
well as the water loop which will serve surrounding neighborhoods and reduce the City’s need
for public investment in infrastructure.
h. A development pattern that effectuates the objectives of the Medina
Comprehensive Plan. (PUD is not intended to vary applicable planning and
zoning principles.)
Met Council and the City have approved a Comp Plan amendment that allows for the concurrent
development of both the Northerly and Southerly Sites as a single residential PUD offering a
variety of housing types and densities, while preserving natural and opens spaces. Preserving the
wetlands, buffers, open space, and tree stands is consistent with the Comp Plan, and extending
Chippewa Road and the water loop will further the Comp Plan’s infrastructure goals. The Project
will effectuate the objectives of the Comp Plan as proposed.
i. A more desirable and creative environment than might be possible through
the strict application on zoning and subdivision regulations of the City.
The use of the PUD not only results in a more desirable and creative environment but is essential
to approval of the plan as proposed and permits a mix of densities while preserving natural and
opens spaces. The Project provides several public benefits, including the preservation of
Dusty Finke AICP
November 6, 2020
Page 7
woodlands, wetlands, and open spaces and a reduction in impervious surface as discussed above,
along with the extension of Chippewa Road and the water loop.
3. Public Benefit
In conjunction with the City Council’s review of the PUD Concept Plan on March 17, 2020, the
Developer proposed significant and specific public benefit as follows:
a. Park Dedication
(1) The Developer will dedicate a 5.1-acre park and adjacent open space
which includes the wooded knoll on the Southerly Site.
(2) The Developer will construct a paved trail segment through the park
which is accessible. The estimated cost for the trail is $110,000.
(3) The Developer will provide an 8-foot wide bituminous trail from the park
entrance to Mohawk Road, then along Mohawk Road up to Chippewa
Road. The cost of the trail is $71,000, not including the value of the right-
of-way.
(4) The Developer will provide an 8-foot wide bituminous trail along the new
Chippewa Road, from Mohawk Road to Arrowhead Road. This cost of
the trail is estimated at $150,000. With staff input, the trail may be
constructed over the existing Chippewa Road right-of-way to allow for
water control between the north and south basins.
(5) The Developer will provide an internal 8-foot wide bituminous trail from
the twin homes on the Northerly Site to the new Chippewa Road. The
estimated cost of this improvement is $18,000.
b. Street Dedication and Construction
(1) The Developer will dedicate an 80-foot wide easement from Mohawk
Road to Arrowhead Road for the construction of Chippewa Road. The
estimated value of the right-of-way is $220,000. (Note: The Project will
require reduced setbacks for the lots on either side of Chippewa Road for
the dedication of right-of-way.)
(2) The Developer will construct and pay for the extension of Chippewa Road
from Mohawk Road to Arrowhead Road. We will agree that it will be
constructed as a rural street section, except in locations where it is
beneficial to construct an urban section for mitigation of floodplain
impacts. This construction includes a box culvert under the roadway to
provide for stormwater flows north and south of the roadway. The
estimated cost of construction of the roadway is $2,500,000.
Dusty Finke AICP
November 6, 2020
Page 8
(3) The Developer will construct the sweep connection between Chippewa
Road and Arrowhead Road, provided the City acquires the right-of-way
from OSI. The Developer will grade the right-of-way and complete that
section of roadway.
(4) The Developer will install a 12” watermain from Mohawk Road to
Arrowhead Road. The estimated cost of this project is $460,000.
(5) At the City’s election, the Developer will also contribute to wetland
mitigation in exchange for an equal reduction in connection fees for the
twin home project proposed on the Northerly Site.
(6) The Developer will provide 3.5 to 4 acres of land needed for floodplain
mitigation. The estimated value of the acreage is $395,000. In addition,
the Developer will excavate the floodplain mitigation area to a depth and
dimension provided by the City.
(7) The Developer will oversize stormwater ponds within the Project to meet
the stormwater requirements for Chippewa Road. If the City and the
Developer agree that the most efficient way to manage and treat
stormwater for the Chippewa Road project would be to capture and treat
stormwater from Mohawk Road, then the Developer will construct and
pay the cost of the oversized ponds.
We look forward to working with City staff, the Park Commission, Planning Commission and
the City Council on moving these applications and the Project forward. 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
4852-7782-4204, v. 5
TWINHOMES
Weston Woods Townhomes are spacious, bright, open, and airy with extensive use of
glass in every home creating an abundance of natural light. The design is timeless but
practical with expansive soaring vaults, gourmet kitchens, and a cozy 4 season porch.
The exteriors will feature a variety of defining features and including a side porch
entry, a kitchen garden window, and changing roof lines and bay windows that make
them intriguing and inviting. The exterior facades will feature a variety of finishes,
textures, and features like shake siding and cultured stone on no less than 25% of the
street facing exterior. The rear of the homes will be enhanced by a gable roof that
covers our 4 season porch.. Our homes look and live like single family homes. Most
of these homes will have lower levels that will overlook the vast open space wetlands.
These homes range in size from 2,600 to 3,300 square feet.
ROW TOWNHOME
Like twin homes these homes will feature interesting architecture and design featuring
multiple products that will make them interesting and unique on no less than 25% of
the street facing exterior. The homes will also have varied roof lines and extra roof
features to make the home have their own identity and feel. These homes feature 3
and 4 bedrooms with anywhere from 1,800 to 2,300 square feet.
SINGLE Family
The single family homes will meet or exceed all City requirements. They will
feature interesting and unique facades, roof lines, window features, and accents
that will cover well over 25% of the face of the building. The features will include
stone, shakes, brick, and concrete type siding. Plans will be architecturally
approved prior to building. Efforts will be made to modify rear rooflines or
exteriors to enhance the rear façade.
OTSEGO, MINNESOTA
WESTON WOODS OF MEDINA
MEDINA, MINNESOTA
NORTH
NO SCALE
AREA LOCATION MAP
SITE
HORSESHOE TRAIL
RO
L
L
I
N
G
H
I
L
L
S
R
D
.
ABBREVIATIONS
MODULAR RETAINING WALL
FIELDSTONE RETAINING WALL
NEW
CATV UNDERGROUND CABLE/TV
EXISTING DESCRIPTION DESCRIPTION
STORM SEWER
WATERMAIN
FORCE MAIN
SANITARY SEWER-WASTE
ROOF DRAIN SYSTEM
GAS LINE-UNDERGROUND
FIRE LINE (IF SEPARATE)
FIRE DEPT. CONNECTION
SOIL SUBDRAIN
TELEPHONE-UNDERGROUND
ELECTRIC-UNDERGROUND
LAWN SPRINKLER SLEEVE
>
>
>>
RIPRAP
>>
FM
STS
RD
GATE VALVE
WTR
SAN
BLDG.
FIRE
GAS
HYD
TELE
ELEC
X"SSD
LSS
C.O.
MAJOR CONTOUR
BUILDING
SPOT ELEVATION
120
CONCRETE
SLOPE DIRECTION
CONCRETE CURB
GUARD RAIL
FENCING
CONCRETE RETAINING WALL
HEIGHT, TYPE
POWER POLE
LIGHT STANDARD
EXIT LOCATION
UNDERGROUND STRUCTURE
EDGE OF PAVEMENT
BOLLARD
CANOPY/OVERHANG
BIT. EDGE
FES
CATCH BASIN
MANHOLE
SYMBOLS
LANDSCAPING
GRAVEL
FLAG POLE
>
>>
POWERPOLE
GUARD POST
GAS METER
TREES
TRAFFIC SIGN
WATER MAIN
SANITARY SEWER LINE
STORM SEWER LINE
OVERHEAD ELECTRIC
MAJOR CONTOUR
SPOT ELEVATION
CONCRETE
BUILDING
CANOPY / OVERHANG
120
GM
12"STS
8"SAN
LT
FENCING
CONCRETE CURB
RETAINING WALL
OE
MANHOLE
WATER VALVE
FIRE HYDRANT
FLARED END SECTION
CATCH BASIN
6"WTR
XX
HEIGHT, TYPE
1 NOTE NUMBER
GUY WIRE
IRON MONUMENT FOUND
WATER SHUT-OFF VALVE
l l
MEASURED DISTANCE
DISTANCE PER RECORDED PLAT
UNDERGROUND TELEPHONEUT
UNDERGROUND ELECTRICUE
GAS LINEG
PAVING BLOCK
PAVING BLOCK
SET 1/2" X 14" IRON PIPE
TRANSFORMER
TREE LINE
MB
MAILBOX
SURVEY DISK (BENCHMARK)
WSO
BITUMINOUS
SOIL BORING
B-X
123.45
%1.00
234.5
LIGHT POLE
MINOR CONTOUR123MINOR CONTOUR123
SILT FENCE
SYMBOL DESCRIPTION
REVISED AREA (THIS ISSUE)
REVISION - ADDENDUM, BULLETIN, ETC.
NOTE REFERENCE
LARGE SHEET DETAIL
COORDINATE POINT
PARKING STALL COUNT
DESCRIPTIONSYMBOL
EROSION CONTROL SYMBOLS
DRAWING SYMBOLS
n n n
LEGAL DESCRIPTION
BENCHMARK
INLET PROTECTION
C21
C7.3
1
12
2
GSID Station # 10300 USGS Quad: HAMEL County: HENNEPIN, MN Mn/DOT Name: 2722 T Stamping: 2722 T 1977
Monument Type: SURVEY DISK Disk Type: ALUMINUM ALLOY ROD (NO SLEEVE) (DEPTH 8 FT)
Directions:
2.5 MILES WEST OF HAMEL, 2.4 MILES WEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55
AND COUNTY ROAD 101 IN HAMEL, AT TRUNK HIGHWAY 55 MILEPOINT 174, 73.0 FEET NORTH OF TRUNK HIGHWAY 55,
166.0 FEET EAST OF MOHAWK DRIVE, 27.0 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRE, 26.0 FEET SOUTH OF A
FENCE LINE, 1.0 FOOT SOUTH OF A WITNESS POST.
That part of the South Half of Northeast Quarter of Section 3, Township 118, Range 23, Hennepin County, Minnesota, lying
Northwesterly of the following described line:
Commencing at the southeast corner of said South Half of the Northeast Quarter; thence North 01 degrees 13 minutes 50 seconds
East on an assumed bearing along the east line of South half a distance of 833.09 feet to the point of beginning of the line to be
described; thence South 22 degrees 09 minutes 09 seconds West a distance of 86.32 feet; thence Southerly 173. 73 feet along a
tangential curve concave southeasterly, having a central angle of 11 degrees 25 minutes 46 seconds and a radius of 870. 89 feet;
thence South 10 degrees 43 minutes 23 seconds West, tangent to said curve, a distance of 534.34 feet; thence southerly 29. 99 feet
along a tangential curve concave easterly, having a central angle of 10 degrees 06 minutes 25 seconds and a radius of 170.1 feet;
thence South 00 degrees 36 minutes 58 seconds West, tangent to said curve, a distance of 30.00 feet to the south line of said South
Half and said line there terminating.
Abstract property
AND
Parcel1:
The Northwest quarter of the Southeast quarter of Section 3, Township 118 North, Range 23, except the West 468
feet thereof, Hennepin County, Minnesota.
Torrens property
Parcel 2:
That part of the Northeast quarter of the Southeast quarter lying West of a line extending from the Southwest
corner of the Northeast quarter of the Southeast quarter to a point on the North line of the Northeast quarter of the
Southeast quarter 660 feet West along said North line from the Northeast corner of the Northeast quarter of the
Southeast quarter, all in Section 3, Township 118, Range 23, Hennepin County, Minnesota.
Torrens property.
Parcel 3:
Outlot B, Cavanaughs Meadowwoods Park, Hennepin County, Minnesota.
Abstract property
Parcel 4:
The North 468 feet of the West 468 feet of the Northwest Quarter of the Southeast Quarter of Section 3, Township
118, Range 23, Hennepin County, Minnesota.
Torrens property
Parcel 5:
The West 468 feet of the South 590 feet of the North 1058 feet of the Northwest Quarter of the Southeast Quarter
of Section 3, Township 118 North, Range 23, Hennepin County, Minnesota.
Torrens property
Parcel 6:
That part of the West 468 feet of the Northwest Quarter of the Southeast Quarter of Section 3, Township 118 North,
Range 23, lying South of the North 1058 feet thereof, Hennepin County, Minnesota.
Torrens property
3
DESCRIPTIONSHEET NO.
CIVIL & LANDSCAPE TITLE SHEET
PRELIMINARY PLAT - NORTH
PRELIMINARY PLAT - SOUTH
EXISTING CONDITIONS
SITE PLAN - NORTH
SITE PLAN - SOUTH
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE &
EROSION CONTROL
GRADING, DRAINAGE & EROSION
CONTROL-ENLARGED DETAILS
GRADING, DRAINAGE & EROSION
CONTROL-ENLARGED DETAILS
GRADING, DRAINAGE & EROSION
CONTROL-ENLARGED DETAILS
GRADING, DRAINAGE & EROSION
CONTROL-ENLARGED DETAILS
MN SWPPP NOTES
UTILITIES - NORTH
UTILITIES - SOUTH
VEHICLE TRACKING-NORTH
VEHICLE TRACKING-SOUTH
LINE/CURVE TABLES-NORTH
LINE/CURVE TABLES-SOUTH
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
CIVIL CONSTRUCTION DETAILS
TREE PRESERVATION PLAN
TREE PRESERVATION PLAN
TREE PRESERVATION PLAN
TREE PRESERVATION PLAN
LANDSCAPE-OVERALL
LANDSCAPE-NORTH
LANDSCAPE-SOUTH
LANDSCAPE DETAILS
CERTIFICATIONS
CIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIX
OWNER
C0.1
C0.2
C0-3
C1.1
C2.1
C2.2
C3.0
C3.1
C3.2
C3.3
C3.4
C3.5
C3.6
C3.7
C3.8
C3.9
C3.10
C3.11
C3.12
C4.1
C4.2
C6.1
C6.2
C6.3
C6.4
C7.1
C7.2
C7.3
L1.1
L1.2
L1.3
L1.4
L2.1
L2.2
L2.3
L7.1
PROJECT CONTACTS
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SHEETS ISSUED BY DATE
COMPOST/BIO LOG))))))))))))))))))))
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
CERTIFICATION IS FOR ALL SHEETS WITH NUMBERS BEGINNING WITH THE LETTER "C".
RANDALL C HEDLUND, P.E.
LICENSE NUMBER:DATE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.
CERTIFICATION IS FOR ALL SHEETS WITH NUMBERS BEGINNING WITH THE LETTER "L".
JOSHUA K. POPEHN, L.L.A.
LICENSE NUMBER:DATE:
19576 27 OCT 2020
44803 27 OCT 2020
D Angle
&And
@ At
100 YR.100 Year Flood Elevation
A.B.Anchor Bolt
A.D.Area Drain
A/C Air Conditioning Unit
ADD.Addendum
ADDL.Additional
ADJ.Adjacent / Adjust
AHU Air Handling Unit
ALT.Alternate
ALUM.Aluminum
ANOD.Anodized
APPROX.Approximate
ARCH Architect / Architectural
AUTO.Automatic
AVG.Average
B.C.Back of Curb
B/W Bottom of Wall
BFE Basement Floor Elevation
BIT Bituminous (Asphaltic)
BLDG Building
BM Benchmark
BSMT.Basement
C.F.Cubic Feet
C.F.S.Cubic Feet Per Second
C.G.Corner Guard
C.J.Control Joint
C.L.Centerline
C.M.U.Concrete Masonry Unit
C.O.Cleanout
C.O.E.U.S. Army Corps Of Engineers
C.Y.Cubic Yards
CB Catch Basin
CBMH Catch Basin Manhole
CEM.Cement
CIP Cast Iron Pipe
CMP Corrugated Metal Pipe
CONC.Concrete (Portland)
CONN.Connection
CONST.Construction
CONT.Continuous
CONTR.Contractor
COP.Copper
CU.Cubic
D.S.Down Spout
DEG.Degree
DEMO.Demolition / Demolish
DEPT.Department
DET.Detail
DIA.Diameter
DIAG.Diagonal
DIM.Dimension
DIP Ductile Iron Pipe
DN Down
DWG.Drawing
E.East
E.J.Expansion Joint
E.O.Emergency Overflow
E.O.S.Emergency Overflow Swale
E.W.Each Way
EA.Each EL.Elevation
ELEC.Electrical
ELEV.Elevation
EMER.Emergency
ENGR.Engineer
ENTR.Entrance
EQ.Equal
EQUIP.Equipment
EQUIV.Equivalent
EXIST.Existing
EXP.Expansion
F & I Furnish and Install
F.B.O.Furnished by Others
F.C.Face of Curb
F.D.Floor Drain
F.D.C.Fire Department Connection
F.V.Field Verify
FB Full Basement
FBWO Full Basement Walk Out
FBLO Full Basement Look Out
FDN.Foundation
FES Flared End Section
FFE Finished Floor Elevation
FLR.Floor
FT. OR (')Foot
FUT.Future
G.B.Grade Break
G.C.General Contractor
GAL.Gallon
GALV.Galvanized
GFE Garage Floor Elevation
GL.Glass
GR.Grade
H.Height
H.P.High Point
HDPEP High Density Polyethylene Pipe
HGT.Height
HORIZ.Horizontal
HVAC Heating, Ventilation, Air Conditioning
HYD Hydrant
I.D.Inside Dimension OR Identification
I.E. or IE Invert Elevation
IN. OR (")Inches
INFO.Information
INL.Inlet Elevation
INSUL.Insulation
INV.Invert Elevation
JT.Joint
L.F.Linear Feet
L.P.Low Point / Liquid Petroleum
LB.Pound
LGU Local Government Unit
LB.Pound
LB.Longitudinal
LT.Light / Lighting
MAINT.Maintenance
MAS.Masonry
MATL.Material
MAX.Maximum
MECH Mechanical
MED.Medium
MFR.Manufacturer
MH Manhole
MIN.Minimum / Minute
MISC.Miscellaneous
MNDOT Minnesota Department Of Transportation
MOD.Module / Modular
MUL.Mullion
N.North
N.I.C.Not In Contract
NO. OR #Number
NOM Nominal
NTS Not to Scale
NWE Normal Water Elevation
NWL Normal Water Level
O.F.On Center
O.G.Outside Dimension
O.H.Overhead Electric
OH.Overhead
OHWL Ordinary High Water Level
OPNG.Opening
ORIG.Original
P.C.Point of Curvature
P.I.Point of Intersection
PIV Post Indicator Valve
P.L. OR P/L Property Line
P.O.B.Point of Beginning
P.S.F.Pounds Per Square Foot
P.S.I.Pounds Per Square Inch
P.T.Point of Tangency
P.V.C.Point of Vertical Curvature
P.V.I.Point of Vertical Intersection
P.V.T.Point of Vertical Tangency
PE Polyethylene
PED.Pedestal / Pedestrian
PERF.Perforated
PREP.Preparation
PROJ.Project
PROP.Proposed
PVC Poly-Vinyl-Chloride (Piping)
PVMT.Pavement
QTR.Quarter
QTY.Quantity
R Radius
RAD.Radius
RE Rim Elevation (Casting)
R.D.Roof Drain
R.E.Remove Existing
R.O.Rough Opening
R.P.Radius Point
RC Reinforced Concrete Pipe
R.S.Rough Slab
RSD Roof Storm Drain
RE.Regarding
REINF.Reinforced
REQ'D Required
REV.Revision / Revised
RGU Regulatory Government Unit
ROW OR R/W Right of Way
S.South
S.F.Square Feet
SAN.Sanitary Sewer
SECT.Section
SE Split Entry /Side Exit
SEWO Split Entry Walk Out /Side Exit Walk Out
SHT.Sheet
SIM.Similar
SLNT.Sealant
SPEC.Specification
SQ.Square
SSD Subsurface drain
STMH Storm Sewer Manhole
STD.Standard
STRUCT.Structural
SYM.Symmetrical
T Thickness
T/R Top of Rim
T/W Top of Wall
TEMP.Temporary
THK.Thick / Thickness
T.J.Tooled Joint
TNH Top Nut Hydrant
TYP.Typical
U.N.O.Unless Noted Otherwise
V.B.Vapor Barrier
V.C.Vertical Curve
V.I.F.Verify In Field
VER.Verify
VER.Vertical
VEST.Vestibule
W Width
W.PT.Working Point
W.W.F.Welded Wire Fabric
W/With
W/O Without
WO Walk Out
VER.Wetland
WP Waterproof
WETL.Weight
YD.Yard
YR.Year
UNDERGROUND FIBER OPTICFO
EROSION CONTROL BLANKET
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
PROJECT NO.
FILE NAME
LA
N
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F
O
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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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
10
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55
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C001MEH003.dwg
CIVIL & LANDSCAPE
TITLE SHEET
C0.1
MARK SMITH
2120 OTTER LAKE DRIVE
ST. PAUL, MINNESOTA 55110
TEL (612) 490-0558
CONTACT: MARK SMITH
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
FAX 612-252-9077
CONTACT: RANDY HEDLUND
CIVIL ENGINEER
LANDFORM
105 SOUTH FIFTH AVENUE, SUITE 513
MINNEAPOLIS, MN 55401
TEL 612-252-9070
FAX 612-252-9077
CONTACT: LYNN CASWELL
SURVEYOR
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CABX
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GAS
5109
51105111
W
INV=984.36
INV 27 RCP
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DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
7 8 9 10 11 1213
15
65
66
67
68
69
70
72
75
76
77
78
7980
8182
83
84
101
105106
107
108
109 110111
112113114115116117118119
120121122
123
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180181
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215
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SOUTHWEST CORNER OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 3
NORTHEAST CORNER OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 3
S. LINE OF THE N. 1058 FT. OF THE
NE 1/4 OF THE SE 1/4 OF SECTION 3
DNR WETLAND 27-493W
NORTH PORTION
OHW = 978.3
FLOODPLAIN = 979.2
( As of 8/10/20)
980.6
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454455
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500 501502503
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505
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518
536
537 538539
592593
MB
1
2
3
4
5
6
14
16
17
18
19
20
21
222324
2526
27
28
2930
31
32
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3738
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48
495051
52
53
54
55
56
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596162
63
64
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7374
8586
87
88
8990
91 92
93
94
9596
9798
99
100
102
103104
130
131132
133
134
135136
137 138
139
140 141
142
143144
145
146
147148149
150
151153154155156157
163164165
166 167
168169
170171
172173
183184
186187188
189 190191192193194195 196197 198
199
200
201
202
203
204
205
206
207
216
217218219
220 221222223 224
225 226
227
228 229230 231
233234235
236
237238239240
241
242
243
244
245246247
248249
250251
252253254255256257
258
259
260
261262
263
264
265
266267
268
269
270
271
272
273274275
276
277
278
279
280
281
282283
284
285
286
287 288
289
290
291
292
293
294295 296297
298
299
300
301302
303
304
305
306
307308
309310
311
312313
314
315
316317
318
319
320321322323
324 325
326
327328329330331332333
334
335336
337338339
340
341342
343
344345
346 347
348349350
351
352353 354
355356
357358
359 360361362
363364365
366367368369
370
371372373374
375
376
377
378379
380381382
383384
385
386
387388
389
390
401 402
403404
405
406
407
410
411412413
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417
418
419
420
421
422
423424
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426
427428429430
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432
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443444
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452453
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462
464465
466
467 468
469470
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477
478 479
480
481482
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484485
488489490491492493494495
496497
507508
509510511
512513514
519520521
522
523 524
526 527
528
529
530
532533
534535
540
541
542
543
546
547
548
549
550
551 553
554555 556557
558
559
560561
562
563564
565566567568569
570 571
572573574
575
577
578
579
580581582583584585586
587588589
590
591
594 595596
597
598599 600
601
602
603604
605
606
607
608
609
610
611
612
613
614
615
616617
618
619620
621
622623624625626
627
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700067000770008
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70017 70018
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7003070031
70032
7003370034
70035
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700377003870039
70040
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70043
70044
7004570046
70047 70048
70049
7005070051700527005370054
7005570056
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70065
7006670067700687006970070
70071
70072
70073
7007470075
70076700777007870079
70080
70081700827008370084
7008570086
70087
70088 7008970090
7009170092
70093
7009470095700967009770098
7009970100
70101 70102
70103
7010670109
7011270113
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70121701227012370124
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70165
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70175
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7018170182
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70200 7020170202 70205
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7020770208
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7021270213
7021470215
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7022270223
70224
7022570226
7022770228
70229
70230
70232
70233
70234
7023570236
70237 70238
70239
7024070241
7024270243
70244
70245
70246
70247
70248
70249
70250
70251
70252702537025470255
70256
70257
7025870259
70260
70264
70265
702667026770268
70269
70271
70272
70273702747027570276
70277
702847028570286
7028770288
70289
7029070291
70292702937029470295
7029670297
70298
70299
70300
70301
70304
70305
7030670307
7030970310
70311
70312
70314 70315
703167031770318
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70320
70321
70322
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7032470325703267032770328
70329
70330
703317033270333
703347033570336
7033770338
7033970340
70342
70343
70344
70346
70347
70348
70350
70351
70352
70355
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7036070363
7036470365703667036770368
7037070371
70372
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7037470375
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7038070381703827038370384
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7039070391
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70400
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7040270403
7040470405
7040670407
70408
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70410
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704127041370415
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70418
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704207042170422
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70431
70432
70435
7043670437
70438
70439
70440
70441
70444
7044570446
70447
70448
7044970450
70451
70452
70453
70454
70455
70456
70457
7045870459
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7046170462
7046370464
7046570466
70467
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7046970470704717047270473
70474
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7047670477
7047870479
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704867048770488
70489
70490
70491
70492
70493
70494
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7050670507
70508705097051070511
7051270513
7051470515
70516
7051770518
70519
70520
70521
70522
70523
70524
70525
70526
70527
70528
7052970530
70531
70532
70533
70534
70538
70539705407054170542
70543
70544
70545
70546
70547
70548
705497055070551705527055370554
70555
7055670557
7055870559
705607056170562
70563
801
802
803
804
805
806
807
808
809
810
811812813814815
816817
818819
820821
822823824
825826827
828
829
830
831832833
834
835836837838
839
840
841
842
843844845846847
848849850851
852853
854
855856857
858
859860
861862863864
865866867868
869
870
871
872
873
874 875
876877878
879
880881882883
884
885
886
887888889
890891
892
893
894
895
896
897
898
899900
901
902
903 904
905
906907908
909
910911912
913
914915
916
917918
919
920921
922
923
924
925926927928
929
930931
932
933934
935
936937938
939
940941942943
944
945946
947948949 950
951
952953
954955
956957958959
960961
962963964965
966
967968
969970971972
973
974975
976
977978 979
980
981
982
983984
985
986
987988989
990
991
992993
994
995996
997
998
999 1000
1001 10021003
1004100510061007
10081009
1010 101110121013
1014
10151016
10171018
1019102010211022
1023
1024
1025
1026102710281029103010311032103310341035103610371038
1039
1040
1041
1042
104310441045
1046
1047
1048
1049
1050 1051 1052
10531054
1055
1056
1057
10581059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
10701071
1072 1073
1074
10751076
1077
107810791080
10811082
1083 10841085
1086
1087
1088
1089
1090
10911092
1093
109410951096
10971098
1099
11001101
1102 1103
1104
1105110611071108
11091110
1111 11121113 1114
1115111611171118
11191120112111221123
1124 1125
11261127
1128
1129113011311132
1133
1134
1135
113611371138113911401141
114211431144114511461147
11481149
1150
1151
11521153
115411551156
115711581159
1160
116111621163
11641165116611671168116911701171117211731174
1175
1176
11771178
1179118011811182118311841185
1186
11871188
118911901191
11921193
11941195
1196
1197
119811991200
1201
1202
12031204
1205
1206
1207
1208120912101211121212131214
121512161217
12181219
1220
122112221223
1224
12251226
1227
122812291230
123112321233123412351236123712381239
1240
12411242124312441245
12461247
1248
12491250
12511252
1253
12541255
1256
1257
12581259
1260 1261
12621263
126412651266
1267 1268 1269
12701271
1272
1273
1274 1275127612771278
1279128012811282
1283
1284
12851286
128712881289
1290
12911292
1293
12941295
12961297
12981299
13001301130213031304 1305
1306
13071308 1309
1310
13111312131313141315
13161317
1318
1319
132013211322
132313241325132613271328
132913301331
1332
1333
133413351336
13371338
13391340
1341
1342
1343 1344
13451346
13471348
1349
1350
13511352
1353
1354
135513561357
1358
13591360
1361
1362136313641365136613671368136913701371
1372137313741375
1376
1377
137813791380
1381
1382 1383
1384
1385
1386 13871388
1389
139013911392139313941395
13961397
1398
1399 1400
140114021403
140414051406140714081409
14101411141214131414
141514161417
14181419142014211422
1423
14241425
1426 1427
1428142914301431
1432
14331434
14351436
1437
143814391440 14411442
14431444
1445
144614471448144914501451
1452
145314541455
1456
1457
1458
14591460146114621463
1464 14651466
1467 14681469
14701471
147214731474
14751476
1477
14781479
1480
14811482
1483 14841485
1486
14871488
148914901491
1492
14931494
1495
1496149714981499
1500
1501150215031504150515061507 150815091510 1511
1512
NORTH
0 150 300
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
L101MEH003.dwg
Tree Preservation Plan
L1.1
TREE PRESERVATION NOTES
1.Tree replacement ratio is one caliper inch per one inch of removed significant trees and lost trees.
2.Total Significant Trees Inventoried: 1720
Total Trees Removed: 842
TREE PRESERVATION LIST
Tree #Species DBH Condition Stems Lost
1 Ash, green 28.0 Fair 2
2 Ash, green 11.0 Good 1
3 Elm, American 9.5 Fair 1
4 Elm, American 11.0 Good 1
5 Ash, green 10.5 Good 1
6 Ash, green 8.5 Good 1
7 Ash, green 9.0 Good 1 X
8 Boxelder 8.5 Good 1 X
9 Boxelder 13.5 Good 1 X
10 Boxelder 10.0 Good 1 X
11 Oak, bur 10.0 Good 1 X
12 Ash, green 9.5 Good 1 X
13 Ash, green 15.0 Good 1 X
14 Ash, green 10.0 Good 2
15 Ash, green 22.0 Good 1 X
16 Willow 10.0 Fair 1
17 Willow 38.0 Good 1
18 Elm, American 16.5 Good 1
19 Ash, green 15.0 Good 1
20 Ash, green 15.0 Good 1
21 Ash, green 8.5 Good 1
22 Ash, green 9.0 Good 1
23 Ash, green 12.0 Good 1
24 Ash, green 9.0 Good 1
25 Ash, green 10.0 Good 1
26 Ash, green 11.5 Good 1
27 Ash, green 15.5 Good 1
28 Ash, green 13.5 Good 1
29 Ash, green 8.5 Good 1
30 Ash, green 12.5 Good 1
31 Ash, green 10.5 Good 1
32 Ash, green 10.5 Good 1
33 Aspen 9.5 Good 1
34 Ash, green 14.0 Good 1
35 Ash, green 8.0 Good 1
36 Ash, green 12.0 Good 1
37 Ash, green 14.0 Good 1
38 Ash, green 15.5 Good 1
39 Ash, green 12.0 Good 1
40 Ash, green 9.0 Good 1
41 Ash, green 8.5 Good 1
42 Aspen 9.0 Good 1
43 Ash, green 9.0 Good 1
44 Ash, green 10.0 Good 1
45 Ash, green 12.5 Good 1
46 Ash, green 22.0 Good 2
47 Aspen 9.5 Good 1
48 Aspen 13.0 Good 1
49 Ash, green 10.5 Good 1
50 Ash, green 8.5 Good 1
51 Ash, green 8.5 Good 1
52 Aspen 11.5 Good 1
53 Ash, green 14.0 Good 1
54 Aspen 9.0 Good 1
55 Aspen 9.0 Good 1
56 Aspen 10.0 Good 1
57 Aspen 12.5 Good 1
58 Aspen 9.0 Fair 1
59 Aspen 8.0 Good 1
60 Aspen 8.5 Good 1
61 Aspen 11.5 Good 1
62 Willow 12.0 Fair 1
63 Oak, bur 13.5 Good 1
64 Elm, American 32.0 Good 1
65 Ash, green 13.0 Good 1 X
66 Cherry, black 22.0 Fair 1 X
67 Ash, green 11.0 Good 1 X
68 Ash, green 9.5 Good 1 X
69 Ash, green 11.0 Good 1 X
70 Cherry, black 9.5 Good 1 X
71 Oak, bur 36.0 Good 1
72 Cherry, black 17.0 Good 2 X
73 Cherry, black 19.0 Good 1
74 Cherry, black 8.5 Good 1
75 Basswood 8.0 Good 1 X
76 Ash, green 9.5 Good 1 X
77 Ash, green 8.5 Good 1 X
78 Ash, green 15.0 Good 1 X
79 Ash, green 10.0 Good 1 X
80 Ash, green 28.5 Good 2 X
Parcel Table
Parcel #
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
Lot/Block
1/7
2/7
3/7
4/7
5/7
6/7
7/7
8/7
9/7
10/7
11/7
12/7
13/7
14/7
15/7
16/7
17/7
18/7
19/7
20/7
Area
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
4767
4767
3948
3948
3948
3948
4767
4767
Parcel Table
Parcel #
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
Lot/Block
21/7
22/7
23/7
24/7
25/7
26/7
27/7
28/7
29/7
30/7
31/7
32/7
33/7
34/7
35/7
36/7
37/7
38/7
39/7
40/7
Area
4767
4767
3948
3948
3948
3948
3948
3948
5267
5267
5267
5267
5500
5500
4767
4767
4620
4620
4620
4620
Parcel Table
Parcel #
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
Lot/Block
41/7
42/7
43/7
44/7
45/7
46/7
47/7
48/7
49/7
50/7
51/7
52/7
53/7
54/7
55/7
56/7
57/7
58/7
59/7
60/7
Area
4410
4410
5250
5250
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
5500
Parcel Table
Parcel #
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
157
158
Lot/Block
61/7
62/7
63/7
64/7
65/7
66/7
67/7
68/7
69/7
70/7
71/7
72/7
73/7
74/7
75/7
76/7
77/7
R/W
R/W 2
Area
5500
5500
5500
5500
5342
5303
5461
5500
5500
5500
5500
5500
5500
5500
5500
5500
2810930
452468
10202
W
E
T
L
A
N
D
2
W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
D
1
d
W
E
T
L
A
N
D
1
b
NORTHEAST CORNER OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 3
660
DNR WETLAND 27-493W
NORTH PORTION
OHW = 978.3
FLOODPLAIN = 979.2
( As of 8/10/20)
W
E
T
L
A
N
D
1c
WL 1e-1
WL 3
W
E
T
L
A
N
D
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WL
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1475
1476
1477
14781479
1481
1482
1483 14841485
1486
14871488
1489
14901491
1492
1493
1494
1495
1496 14971498
1499
1500
1501
150215031504150515061507 15081509 1510 1511
1512
CHIPPEWA ROAD
M
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A
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K
D
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3 4
2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21 22 23
24
25
26
27
28
29
30 31
32
33
34
35
36
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
626364
6566
67
68
69
70
71
72
73
74
75
76
77
7
42
77
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33 33
N89°42'49"W 2676.18
S0
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4
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E
2
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L=173.73
R=870.89
Δ=11°25'46"
S1
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4
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5
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W
5
3
4
.
3
4
50
Dra
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e
m
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AR
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W
H
E
A
D
D
R
I
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E
NORTH
0 150 300
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C002MEH003.dwg
PRELIMINARY PLAT
NORTH
C0.2
LEGAL DESCRIPTION
That part of the South Half of Northeast Quarter of Section 3, Township 118, Range 23, Hennepin
County, Minnesota, lying Northwesterly of the following described line:
Commencing at the southeast corner of said South Half of the Northeast Quarter; thence North 01
degrees 13 minutes 50 seconds East on an assumed bearing along the east line of South half a
distance of 833.09 feet to the point of beginning of the line to be described; thence South 22 degrees
09 minutes 09 seconds West a distance of 86.32 feet; thence Southerly 173. 73 feet along a tangential
curve concave southeasterly, having a central angle of 11 degrees 25 minutes 46 seconds and a
radius of 870. 89 feet; thence South 10 degrees 43 minutes 23 seconds West, tangent to said curve, a
distance of 534.34 feet; thence southerly 29. 99 feet along a tangential curve concave easterly, having
a central angle of 10 degrees 06 minutes 25 seconds and a radius of 170.1 feet; thence South 00
degrees 36 minutes 58 seconds West, tangent to said curve, a distance of 30.00 feet to the south line
of said South Half and said line there terminating.
Abstract property
AND
Parcel1:
The Northwest quarter of the Southeast quarter of Section 3, Township 118 North, Range 23, except
the West 468
feet thereof, Hennepin County, Minnesota.
Torrens property
Parcel 2:
That part of the Northeast quarter of the Southeast quarter lying West of a line extending from the
Southwest
corner of the Northeast quarter of the Southeast quarter to a point on the North line of the Northeast
quarter of the
Southeast quarter 660 feet West along said North line from the Northeast corner of the Northeast
quarter of the
Southeast quarter, all in Section 3, Township 118, Range 23, Hennepin County, Minnesota.
Torrens property.
Parcel 3:
Outlot B, Cavanaughs Meadowwoods Park, Hennepin County, Minnesota.
Abstract property
Parcel 4:
The North 468 feet of the West 468 feet of the Northwest Quarter of the Southeast Quarter of Section 3,
Township
118, Range 23, Hennepin County, Minnesota.
Torrens property
Parcel 5:
The West 468 feet of the South 590 feet of the North 1058 feet of the Northwest Quarter of the
Southeast Quarter
of Section 3, Township 118 North, Range 23, Hennepin County, Minnesota.
Torrens property
Parcel 6:
That part of the West 468 feet of the Northwest Quarter of the Southeast Quarter of Section 3, Township
118 North,
Range 23, lying South of the North 1058 feet thereof, Hennepin County, Minnesota.
Torrens property
LOT AREA TABULATION
ZONING
TWINHOME SITE SUMMARY
SETBACK SUMMARY
UNIT SETBACKS:
FRONT (FROM BACK OF PRIVATE ROAD)
CORNER ( FROM BACK OF PRIVATE ROAD)
BETWEEN BUILDINGS
REAR (FROM BOUNDARY)
FROM MOHAWK DRIVE
FROM CHIPPEWA ROAD
25 FT.
25 FT.
30 FT.
30 FT.
50 FT.
50 FT.
CURRENT ZONING
PROPOSED ZONING
RR-UR RURAL RESIDENTIAL-URBAN RESERVE
PUD
Gross Site Area:74.74 Ac.
(Less Chippewa, Mohawk, Hackamore R/W )
Existing Wetland & Buffer Area:49.26 Ac.
Net Developable Area:25.48 Ac.
Twin Home Residential:76 Units
(Lots and Local Roads, Private Roads @ 29' B-B )(38 Twinhome Bldgs)
Overall Net Density:2.98 u/a
(76 units / 25.48 ac.)
OVERALL SITE SUMMARY - BOTH PARCELS
Net Residential Developable Area:46.75 Ac.
(Less Chippewa, Mohawk, Hackamore R/W )
Overall Net Residential Density:3.2 u/a
(150 units / 46.75 ac.)
SEE SHEET C0.3
Parcel Table
Parcel #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
Lot/Block
1/1
2/1
3/1
4/1
1/2
2/2
3/2
4/2
5/2
6/2
7/2
8/2
9/2
1/3
2/3
3/3
4/3
1/4
2/4
3/4
4/4
Area
17426
14015
14015
14015
17072
11768
12966
20530
16191
15653
13816
14409
15659
11700
10627
11413
11273
11220
9900
10197
10984
Parcel Table
Parcel #
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
Lot/Block
5/4
6/4
7/4
8/4
9/4
10/4
1/5
2/5
3/5
4/5
5/5
6/5
7/5
8/5
9/5
10/5
1/6
2/6
40
4/6
5/6
Area
11055
11055
10270
12076
12195
16956
13115
10128
10584
14439
11816
12440
12598
16028
13314
13308
11093
13787
14437
14324
14027
Parcel Table
Parcel #
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
Lot/Block
1/8
2/8
3/8
4/8
5/8
6/8
7/8
8/8
9/8
10/8
11/8
12/8
13/8
14/8
15/8
16/8
17/8
18/8
19/8
20/8
21/8
Area
1740
1320
1320
1320
1740
1740
1320
1320
1740
1740
1320
1320
1320
1740
1740
1320
1320
1740
2072
1792
1792
Parcel Table
Parcel #
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
Lot/Block
22/8
23/8
24/8
25/8
26/8
27/8
28/8
29/8
30/8
31/8
32/8
33/8
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
R/W
R/W 2
Area
1792
2072
2072
1792
1792
2072
2072
1792
1792
1792
2072
153243
996606
191302
240027
28893
452468
10202
PID: 0211823320012
4250 ARROWHEAD DRIVE
MEDINA, MN 55340
PID: 0211823320008
4200 ARROWHEAD DRIVE
MEDINA, MN 55340
W
E
T
L
A
N
D
2
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
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1
g
SOUTHWEST CORNER OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 3
NORTHEAST CORNER OF THE NORTHEAST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 3
660
S. LINE OF THE N. 1058 FT. OF THE
NE 1/4 OF THE SE 1/4 OF SECTION 3
WL 3
W
E
T
L
A
N
D
1f
W
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T
L
A
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D
4
W
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W
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5a
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CHIPPEWA ROAD
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MEADOWVIEW COURT
1
6 3
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1
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1
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2
3
4
5
6
7
8
9
1 2 3 4
5
4
7
1
2
3
4
3
2
8
1
2
3
4
5
16
17
18
31
OUTLOT AOUTLOT B
4
50.0
50.0
10
5
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3
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3
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105
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37.032.032.032.037.0
56
.
0
37.0 32.0 32.0 32.0 37.0
56
.
056
.
0
56
.
0
56
.
0
37
.
0
32
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0
32
.
0
37
.
0
56.0 37
.
0
32
.
0
32
.
0
37
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56.0
56.0
56.0
76.0 219.1
18
4
.
4
73.7
76.076.076.094.5
18
4
.
4
18
4
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4
18
4
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4
18
4
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129
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6
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31.7
6 4.3
96.5
12
5
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3
70.
9
133
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75
.
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85
.
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132.0
132.0
132.0
110.8
13
4
.
0
5 0 .3
7 5.0
70.8
13
4
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0
108.
8
59.3
4.2
134
.
0
78.4
134
.
0
91.
2
134
.
0
91.
2
134.
0
91
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1
132.4
117.1
14
1
.
0
90.3
21.2
79
.
5
46
3
.
9
61
1
.
0
444.8
160.8
131.3
24
4
.
9
197.4
31
6
.
3
2 7 8.5
189.6
5 3 7 .7
278.1 215.5
33.0
17.6
94.5 76.0 76.0
49.
0
84.3152.9
29
4
.
1
1275.0 2 4 7 .3
189.6
6 0 7 .6
122
.
5
2 9 .6
173.2
62
.
2
54
1
.
1
288
.
8
10
8
.
8
12
0
.
8
22
4
.
7
88.3
334.6
60.6
49.2
89
.
9
5
6
7
8
9
10
1
5
6
7
8
9
10
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
S3
9
°
2
9
'
2
2
"
W
4
8
1
.
8
7
N88°39'29"W 332.51
S2
6
°
3
3
'
2
1
"
W
1
4
6
8
.
0
9
S89°23'02"E 493.55
S0
0
°
2
0
'
4
4
"
E
2
6
4
0
.
4
8
33.01
N88°39'29"W
N0
0
°
2
0
'
4
4
"
W
14
1
8
.
9
5
N69°5
8
'
2
0
"
W
4
8
3
.
4
8
N69°5
8
'
2
0
"
W
2
0
1
.
5
5
N20°01'40"E
5.00
S1
0
°
4
3
'
5
3
"
W
5
3
4
.
3
4
L=29.99
R=170.00
Δ=10°06'25"
30.02
S00°37'28"W
80
80
33 33
33
33
50
50
R60
R60
50
50
17
0
19 20 21 22 23
24
25
26
27
28
29
30
31
32
33
NORTH
0 150 300
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C003MEH003.dwg
PRELIMINARY PLAT
SOUTH
C0.3
LOT AREA TABULATION
LEGAL DESCRIPTION
That part of the South Half of Northeast Quarter of Section 3, Township 118, Range 23, Hennepin
County, Minnesota, lying Northwesterly of the following described line:
Commencing at the southeast corner of said South Half of the Northeast Quarter; thence North 01
degrees 13 minutes 50 seconds East on an assumed bearing along the east line of South half a
distance of 833.09 feet to the point of beginning of the line to be described; thence South 22
degrees 09 minutes 09 seconds West a distance of 86.32 feet; thence Southerly 173. 73 feet
along a tangential curve concave southeasterly, having a central angle of 11 degrees 25 minutes
46 seconds and a radius of 870. 89 feet; thence South 10 degrees 43 minutes 23 seconds West,
tangent to said curve, a distance of 534.34 feet; thence southerly 29. 99 feet along a tangential
curve concave easterly, having a central angle of 10 degrees 06 minutes 25 seconds and a radius
of 170.1 feet; thence South 00 degrees 36 minutes 58 seconds West, tangent to said curve, a
distance of 30.00 feet to the south line of said South Half and said line there terminating.
Abstract property
AND
Parcel1:
The Northwest quarter of the Southeast quarter of Section 3, Township 118 North, Range 23,
except the West 468 feet thereof, Hennepin County, Minnesota.
Torrens property
Parcel 2:
That part of the Northeast quarter of the Southeast quarter lying West of a line extending from the
Southwest corner of the Northeast quarter of the Southeast quarter to a point on the North line of
the Northeast quarter of the Southeast quarter 660 feet West along said North line from the
Northeast corner of the Northeast quarter of the Southeast quarter, all in Section 3, Township 118,
Range 23, Hennepin County, Minnesota.
Torrens property.
Parcel 3:
Outlot B, Cavanaughs Meadowwoods Park, Hennepin County, Minnesota.
Abstract property
Parcel 4:
The North 468 feet of the West 468 feet of the Northwest Quarter of the Southeast Quarter of
Section 3, Township 118, Range 23, Hennepin County, Minnesota.
Torrens property
Parcel 5:
The West 468 feet of the South 590 feet of the North 1058 feet of the Northwest Quarter of the
Southeast Quarter of Section 3, Township 118 North, Range 23, Hennepin County, Minnesota.
Torrens property
Parcel 6:
That part of the West 468 feet of the Northwest Quarter of the Southeast Quarter of Section 3,
Township 118 North, Range 23, lying South of the North 1058 feet thereof, Hennepin County,
Minnesota.
Torrens property
ZONING
SOUTH PARCEL SITE SUMMARY
SETBACK SUMMARY
UNIT SETBACKS:
FRONT
CORNER
REAR
SIDE
STRUCTURE FROM WETLAND BUFFER
FROM MOHAWK DRIVE
FROM CHIPPEWA ROAD
30 FT.
30 FT.
30 FT.
10 FT.
15 F.T.
50 FT.
50 FT.
CURRENT ZONING
PROPOSED ZONING
RR-UR RURAL RESIDENTIAL-URBAN
RESERVE
PUD
Gross Site Area:52.61 Ac.
(Less Chippewa, Mohawk R/W )
Existing Wetland & Buffer Area:26.26 Ac.
Park / Open space:5.08 Ac.
Net Residential Developable Area:21.27 Ac.
(Lots and Local Roads, Private Roads @ 29' B-B )
Residential Lots:74 Units
Single Family Lots 70' x 130' +/-42 lots
Row Townhome Lots 33 lots
Single Family Density:2.5 u/a
(42 units / 17.00 ac.)
Row Townhome Density:7.49 u/a
(32 units / 4.27 ac.)
Overall Net Density:3.5 u/a
(74 units / 21.27 ac.)
Wetlands were delineated by Kjolhaug Environmental and field located by Landform
Professional Services.
OVERALL SITE SUMMARY - BOTH PARCELS
Net Residential Developable Area:46.75 Ac.
(Less Chippewa, Mohawk, Hackamore R/W )
Overall Net Residential Density:3.2 u/a
(150 units / 46.75 ac.)
SEE SHEET C0.2
CABX
CABX
W
OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
W
E
T
L
A
N
D
2
N89°42'49"W 2676.18
S0
0
°
2
0
'
4
4
"
E
2
6
4
0
.
4
8
33 33
3333
3333
33
W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
D
1
d
W
E
T
L
A
N
D
1
b
980.6
W
E
T
L
A
N
D
1c
WL 1e-1
WL 3
W
E
T
L
A
N
D
1f
WL
1d-1
W
L
1d
-
2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21 22
23
24
25
26
27
28
29
30 31
32
33
34
35
36
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
6364
6566
67
68
69
70
71
72
73
74
75
76
77
BLOCK 7
42
77
35
35
35
25
25
35
35
50
50 50
35
35
35
50
25
35
4321
5
BLK 1
4
15
16
17
18
24
'
22
'
40'
22
'
24
'
19 20 21 22 23
24 32
'
36'
36
'
32'
36
'
32'32'
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
15
16
17
18
24
'
22
'
40'
22
'
24
'
30
30
50
BLOCK 7
NURP POND
(3P)
BTM = 973.00
NWL = 982.00
HWL = 984.099
100 YR B-2-B = 984.97
IRRIGATION POND
(1P)
BTM = 983.00
NWL = 985.00
HWL = 986.86
NURP POND
(9P)
BTM = 979.00
NWL = 985.00
HWL = 987.16
NURP POND
(11eP)
BTM = 979.00
NWL = 983.00
HWL = 984.23
POND
(5P)
BTM = 981.00
NWL = 983.00
HWL = 984.96
POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
WET 11f
HWL =
985.47
POND 23
HWL =
990.93
WET 1e
HWL = 983.93
WET 2
HWL = 986.48
WET 1d
HWL = 982.54
WET 1c
HWL =
981.76
WET 1b1
HWL = 980.68
WET 1b
HWL = 981.69
30
B-B
1010
30
10
10
2525
25
25
BITUM
I
N
O
U
S
EDGE
C7.3
6
MOUNTABLE CURB
& GUTTER
EDGE
O
F
GRAVE
L
R20
'
R5'
TYP.
6
24
6
80
RO
W
C7.3
6
B618 CURB
AT INTERSECTIONS
(TYP.)
C7.3
6
MOUNTABLE CURB
& GUTTER
STREET LIGHT (TYP.)
C7.3
9
CONC. CURB &
GUTTER TRANSITION
(TYP.)
STREET SIGN
STOP SIGN
R3
0
'
STREET LIGHT (TYP.)
30
B-B
R30
'
STREET SIGN
STOP SIGN
C7.3
8
TYPICAL
BIKE PATH
6
NORTH
0 100 200
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 BACK OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.
DELINEATE PARKING STALLS WITH A 4-INCH WIDE YELLOW PAINTED STRIPE. DELINEATE ACCESS AISLES WITH 4-INCH
WIDE YELLOW PAINTED STRIPES 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO DIRECTION OF TRAVEL.
2.
3.
4.
5.
6.
GENERAL NOTES
TWINHOMES PARKING SUMMARY
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C201MEH003.dwg
SITE PLAN
NORTH
C2.1
TOTAL SITE AREA - 5,880,541 SQ. FT. = 135.00 AC.
RIGHT OF WAY AREA - 462,670 SQ. FT. = 10.62 AC.
WETLAND AREA - 2,620,478 SQ. FT. = 60.16 AC.
NET AREA - 2,797,366 SQ. FT. = 64.22 AC.
NUMBER LOTS - 152
NUMBER UNITS - 150
NET DENSITY - 2.34 U/A
NET IMPERVIOUS SURFACE COVERAGE - 27.9%
TOTAL PARKING STALLS REQUIRED
REQUIRED PARKING:
TWO SPACES PER DWELLING UNIT
152
34
388 EA.
EA.
EA.2 STALLS PER UNIT - GARAGE
STANDARD STALLS (NOT ASSIGNED)
OFF-STREET PARKING PROVIDED:
TOTAL PARKING STALLS PROVIDED
(9x19)
152 EA.
152 EA.2 STALLS PER UNIT - DRIVEWAY
SEE SHEET C2.2
TYPICAL TWINHOME LAYOUT
62
6364
65
30
'
B-
B
25
'
40.2
30' MIN.
THE PROPERTY IS ZONED AGRICULTURAL/RURAL RESIDENTIAL
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
TWINHOMES:
FRONT (FROM PRIVATE ROAD) - 25 FEET
CORNER (FROM PRIVATE ROAD) - 25 FEET
BETWEEN BUILDINGS - 30 FEET
REAR -FROM BOUNDRY - 30 FEET
-FROM MOHAWK DR. - 50 FEET
-FROM CHIPPAWA RD. - 50 FEET
WETLAND BUFFER LIST
CABX
EM
EM
CABX
CABX
CAB
X
CABX
GAS
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OTV
OT
V
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
S2
6
°
3
3
'
2
1
"
W
1
4
6
8
.
0
9
N88°39'29"W 332.51
S3
9
°
2
9
'
2
2
"
W
4
8
1
.
8
7
N69°
5
8
'
2
0
"
W
2
0
1
.
5
5
N69°
5
8
'
2
0
"
W
4
8
3
.
4
8
N20°01'40"E
5.00
N0
0
°
2
0
'
4
4
"
W
1
5
4
.
8
2
33.01
N88°39'29"W
S0
0
°
2
0
'
4
4
"
E
2
6
4
0
.
4
8
17
0
33
33
33
33 33
3333
33
W
E
T
L
A
N
D
1
g
980
.
6
980
.
6
980
.
6
980
.
6
980
.
6
980.6
WL 3
W
E
T
L
A
N
D
1f
W
E
T
L
A
N
D
4
W
E
T
L
A
N
D
5
b
W
L
5a
W
E
T
L
A
N
D
1a
-
S
o
u
t
h
WL 1h
14
0
.
0
75
.
0
18
16
8
172
50
50
25
35
25
25
35
35
50
50
50
30
30
25
25
25
25
OUTLOT A
OUTLOT B
1
2
3
4
5
6
7
8
9
BLK 2
7
6
5
3
4
2
1
8
9
432
3
1
2 1
4
2
3
BLK 6
BLK
3
BLK
4
BLK 5
1
1
2
3
45
6
7
8 9
10
10
5
BLK 1
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
24
'
22
'
36'
24
'
22
'
40'
24
'
22
'
40'
24
'
22
'
40'
22
'
24
'
22
'
24
'
22
'
24
'
22
'
24
'
19 20 21 22 23
24
25
26
27
28
29
30
31
32
40'
32
'
32
'
36'
36
'
32'
36
'
32'
36
'
32'
32'
36
'
32'32'
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
LA
N
E
25
50
15
16
17
18
24
'
22
'
40'
22
'
24
'
15
30
30
50
3059
33 BLK 8
POND
(16P)
BTM = 980.00
NWL = 984.50
HWL = 987.81
POND
(19P)
BTM = 978.50
NWL = 984.06
HWL = 986.15
POND
(18P)
BTM = 980.00
NWL = 986.00
HWL = 987.30
POND
(20P)
BTM = 976.00
NWL = 984.00
HWL = 986.11
POND
(14P)
BTM = 980.00
NWL = 984.00
HWL = 985.86
POND
(15P)
BTM = 980.00
NWL = 982.00
HWL = 982.77
POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
POND
(17P)
BTM = 982.00
NWL = 984.00
HWL = 985.02
PROPOSED 100-YR
HWL = 981.84
50
HIL
L
S
I
D
E
BRO
O
K
V
I
E
W
C
O
U
R
T
MEADOWVIEW COURT
OUTLOT C
WET 1h
HWL = 983.91
WET 4
HWL = 985.33
WET 5b
HWL = 985.42
WE
T
5
a
HW
L
=
9
8
5
.
4
2
WET 11f
HWL =
985.47
POND 23
HWL =
990.93
BITUM
I
N
O
U
S
EDGE
EDGE O
F
GRAVE
L
6
24
6
80
RO
W
STREET SIGN (TYP.)
STREET LIGHT (TYP.)
STOP SIGN (TYP.)
R30'
STREET
SIGN (TYP.)
STREET LIGHT (TYP.)
STOP SIGN
(TYP)
R44.5
'
R2
8
'
28
B-
B
C7.3
9
CONC. CURB &
GUTTER TRANSITION
(TYP)
C7.3
6
B618 CURB
AT INTERSECTIONS
(TYP.)
C7.3
6
MOUNTABLE
CURB & GUTTER
C7.3
8
TYPICAL
SIDEWALK
C7.3
6
MOUNTABLE
CURB & GUTTER
(TYP.)
R44
.
5
'
R6
0
'
R4
8
'
R20'
TYP
C7.3
8
FUTURE TRAIL
BY OTHERS
STREET
LIGHT (TYP.)
STREET LIGHT
(TYP.)
STREET
SIGN (TYP.)
STREET LIGHT
(TYP.)
STOP SIGN (TYP.)
C7.3
6
B618 CURB
AT INTERSECTION
(TYP.)
NORTH
0 100 200
GENERAL NOTES
AREA SUMMARY
ZONING AND SETBACK SUMMARY
SITE PLAN NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM AT 612.252.9070.1.
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C202MEH003.dwg
SITE PLAN
SOUTH
C2.2
TOTAL SITE AREA - 5,880,541 SQ. FT. = 135.00 AC.
RIGHT OF WAY AREA - 462,670 SQ. FT. = 10.62 AC.
WETLAND AREA - 2,620,478 SQ. FT. = 60.16 AC.
NET AREA - 2,797,366 SQ. FT. = 64.22 AC.
NUMBER LOTS - 152
NUMBER UNITS - 150
NET DENSITY - 2.34 U/A
NET IMPERVIOUS SURFACE COVERAGE - 27.9%
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 BACK OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE.
DELINEATE PARKING STALLS WITH A 4-INCH WIDE YELLOW PAINTED STRIPE. DELINEATE ACCESS AISLES WITH 4-INCH
WIDE YELLOW PAINTED STRIPES 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO DIRECTION OF TRAVEL.
2.
3.
4.
5.
6.
THE PROPERTY IS ZONED AGRICULTURAL/RURAL RESIDENTIAL
BUILDING SETBACK INFORMATION IS AS FOLLOWS:
TOWNHOMES:
BACK OF CURB - 23 FEET MINIMUM, RANGE 23 FEET TO 26 FEET TYP.
REAR - FROM CHIPPAWA RD. -50 FEET
-FROM MOHAWK DR. -50 FEET
SINGLE FAMILY:
FRONT - 30 FEET
CORNER - 30 FEET
SIDE - 10 FEET
REAR - 30 FEET
REAR - FROM BOUNDRY - 30 FEET
- FROM MOHAWK DR. - 50 FEET
-FROM CHIPPAWA RD. - 50 FEET
SEE SHEET C2.1
TYPICAL SINGLE FAMILY LOT LAYOUT
28
'
B-
B
30
'
432
BLK 1
10'
30
'
SETBACK
LINE
EASEMENT
LINE
25'
19 20 21 22 23
24
'
B-
B
24
'
TYPICAL TOWNHOME LOT LAYOUT
WETLAND BUFFER LIST
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DNR WETLAND 27-493W
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FLOODPLAIN = 981.5
( As of 8/10/20)
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DNR WETLAND 27-493W
NORTH PORTION
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FLOODPLAIN = 979.2
( As of 8/10/20)
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994
990
98
2
996
996
996
990
994
986
994
992
994
996
994
998
996
992
994
996
994
99
6
994
99
6
992
992
992
990
986
988
984
984
990
984
98
6
984
986
982
98
6
986
986
985
982
980
983
980 982
983
994
992
988
992
988
984
990
984
988
988
1004
1002
100
0
998
996
994
992
990
980
984
985
982
984
980
978
976
988
984
980
990
990
988
988
986
986
994
992
990
990
990
992
98
6
990
985
983.
0
988
986
984
986
986
986
984
982
980
986
980
982
984
986
984
984
986
985
986
992
996
994
99
6
99
4
992
994
996
996
994
986
98
6
988
986
986
990
98
6
994
98
0984
986
990
99
0
988
994 998
1002
984
980
984
988
988
992
990
990
990
994
994
994
994
988
990
992
994
990
992
992
990
982
986
98
4
990
986
992
988
99
2
986
990988
986
990
99
2
988
994
992
996
990
986
996
992
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996
986
986
990
996
982
984
986
992
990994
994
98
8
98
4
99
2
99
2
990
986
986
992
994
994
990
986
99
4
986
99
4
99
4
994
99
4
994
994
99
4
994
990
98
6
994
99
4
992
986
990
994
994
98
6
98
6
988990988
992 994
986
994
994 988
986
990
992
986
986
992
98
6
986
994
994
992
994
996
99
6
988
992
990
992
988
994
986
990
994
994
99
0
99
2
99
4
988
992
994
992
992
99
4
99
6
994
994
996
990
994
984
988
988
985
988
992
984
100
0
10
0
0
100
4
992
992
990
990
988
992
994
983
985
985
983
988988
988987
985984
98
7
99
0
988
98
7
982
981
981
982
983
984
983
98
2
98
0
984
98
5
982 982
986
986
986
986
984
983
982980
979984
98
4 984984
987
986
985
984
983
987987
986 987 987
992
988
988
985
985
985
986
985
986
990
988
GF
=
9
9
6
.
2
98
8
.
7
FB
W
O
98
8
.
2
GF=9
9
6
.
2
988.7FBW
O
988.2
992
992
996
996
983
985
982
981
980
978
976
974973
983985
980
974
98
5
98
2
980 976 973
973 974
978
981
982
983
985
973
974
97
8
98
1
982
983
98
6
982
983
%
1.5
%2.0 %1.9
%1.0
%
1.6
4
%2.9
%
1.0
%
1.0
%
3.3
DR
O
P
1C
992
990
GF
=
9
9
5
.
0
987
.
5
FB
W
O
98
7
.
0
VM
A
%
8.0
VMA
%10.0
VMA
VM
A %
8.0
EO
F
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21 22
23
24
25
26
27
28
29
30 31
32
33
34
35
36
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
6364
6566
67
68
69
70
71
72
73
74
75
76
77
BLOCK 7
42
0+00 1+00 2+00
77
OUTLOT A
OUTLOT B
1
2
3
4
5
6
7
8
9
BLK 2
7
6
5
3
4
2
1
8
9
432
3
1
2 1
4
2
3
BLK 6
BLK
3
BLK
4
BLK 5
1
1
2
3
45
6
7
8 9
10
10
5
BLK 1
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
24
'
22
'
36'
24
'
22
'
40'
24
'
22
'
40'
24
'
22
'
40'
22
'
24
'
22
'
24
'
22
'
24
'
22
'
24
'
19 20 21 22 23
24
25
26
27
28
29
30
31
32
40'
32
'
32
'
36'
36
'
32'
36
'
32'
36
'
32'
32'
36
'
32'32'
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
M
O
H
A
W
K
D
R
I
V
E
LA
N
E
15
16
17
18
24
'
22
'
40'
22
'
24
'
33 BLK 8
BLOCK 7
-0+28
0+00
1+00
2+00
2+37.
0
2
NURP POND
(3P)
BTM = 973.00
NWL = 982.00
HWL = 984.099
100 YR B-2-B = 984.97
IRRIGATION POND
(1P)
BTM = 983.00
NWL = 985.00
HWL = 986.86
NURP POND
(9P)
BTM = 979.00
NWL = 985.00
HWL = 987.16
NURP POND
(11eP)
BTM = 979.00
NWL = 983.00
HWL = 984.23
POND
(5P)
BTM = 981.00
NWL = 983.00
HWL = 984.96
NURP POND
(11P)
BTM = 979.50
NWL = 984.28
HWL = 986.13
POND
(16P)
BTM = 980.00
NWL = 984.50
HWL = 987.81
POND
(19P)
BTM = 978.50
NWL = 984.06
HWL = 986.15
POND
(18P)
BTM = 980.00
NWL = 986.00
HWL = 987.30
POND
(20P)
BTM = 976.00
NWL = 984.00
HWL = 986.11
POND
(14P)
BTM = 980.00
NWL = 984.00
HWL = 985.86
POND
(15P)
BTM = 980.00
NWL = 982.00
HWL = 982.77
POND
(12P)
BTM = 981.00
NWL = 984.50
HWL = 986.09POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
POND
(17P)
BTM = 982.00
NWL = 984.00
HWL = 985.02
PROPOSED 100-YR
HWL = 981.84
PROPOSED 100-YR
HWL = 979.07
HIL
L
S
I
D
E
BRO
O
K
V
I
E
W
C
O
U
R
T
MEADOWVIEW COURT
OUTLOT C
WET 1h
HWL = 983.91
WET 4
HWL = 985.33
WET 5b
HWL = 985.42
WE
T
5
a
HW
L
=
9
8
5
.
4
2
WET 11f
HWL =
985.47
POND 23
HWL =
990.93
WET 1e
HWL = 983.93
WET 2
HWL = 986.48
WET 1d
HWL = 982.54
WET 1c
HWL =
981.76
WET 1a-north
HWL = 979.07
WET 1b1
HWL = 980.68
WET 1b
HWL = 981.69
C3.1
C3.2
C3.4
C3.3
C3.5
C3.6
C3.7
NORTH
0 200 400
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C300MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.0
Contact utility service providers for field location of services 72 hours prior to beginning grading.
Refer to the Geotechnical Report prepared by Braun Intertec, Dated 8/24/2020, For additional information on backfill material and
groundwater conditions.
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).
Coordinate with Architectural for building stoop locations. Slopes shown on adjacent walks and pavements should continue over
stoops.
Avoid soil compaction of infiltration practices. Any equipment used in Infiltration Areas should be small scaled and tracked. Install
protective fencing as shown <before work begins/after basin is constructed/other timing?>.
12.
13.
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.
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.
Excavate ponds early in the construction sequence. Remove sediment from ponds periodically and after areas contributing runoff
are permanently stabilized.
Contractor shall prevent sediment laden water from entering the infiltration system until the site is completely stabilized.
All exposed soil areas must be stabilized within 72 hours of completion of work in each area. (If within 1 mile of Impaired Water use
the following note instead) 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.
Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified.
Item Specification Number Estimated Quantities
Sod MNDOT 3878; X S.F.
Seed MNDOT 3876; MN TYPE 22-111 @ 30.5 LB/AC - Temporary
Erosion Control X LBS.
MN TYPE 25-151 @ 120 LB/AC -
Permanent Turf X LBS.
Mulch MNDOT 3882; (MNDOT TYPE 1 @ 2 TON/AC;
Disc Anchored)X TON
MNDOT 3881;
General placement MNDOT 2575;
See Landscape Sheets for permanent turf and landscape establishment.
Scrape adjacent streets clean daily and sweep clean weekly.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GRADING NOTES
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
CABX
INV=990.15
FES 15 RCP
INV=990.82
FES 15 RCP
OE OE OE O
E
>>
>>
O
E
O
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D
1
d
W
E
T
L
A
N
D
1
b
>>
>>
>>
>>
>>
>>
WL
1d-1
W
L
1d
-
2
INV=990.47
FES 15 IN PVC
INV=990.09
FES RCP 15 IN
RE=992.02
STMH
H.P.
%2.6
%
5.
3
%
4.
7
%
3.8
%
5.0
H.P.
94.28
%5.4
%4.2
%3.6
%4.8
%6.0
%7.2
%6.8
%4.8
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%
2.7
%
3.7
%3.7
%4.6
H.P
.
97.8
8
H.
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95.6
0
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1
3
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P
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95
.
9
9
L.P.
93.41
%4.7
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%
7.
8
%
7.
1
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%
3.6
%
4.2
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%
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%
3.8
%
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%
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%
2.5
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=
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%8.0
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6
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95.0
94.0
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85.3
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%
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986.5
86.5
94.5
86.5
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86.5
94.5
88.0
88.0
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88.5
88.5
96.5
88.5
88.5
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89.5
89.5
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89.0
89.097.0
89.0
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97.0
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L.P.
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=
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981
980
978
976
974973
98
398
5
98
0
97
4
98
5
98
2
98
0
97
6
97
3
973 974
978
981
982
983
985
97
3
97
4
97
8
98
1
98
2
98
3
98
6
982
983
VM
A
%
8.0
1
2
3
4
5
6
7
8
9
10
11
35
36
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
6364
6566
67
68
69
70
71
72
73
74
75
76
77
BLOCK 7
42
0+00 1+00 2+00
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+0
0
5+00
7+00
17+
0
0
18+
0
0
19+0
0
20+
0
0
21+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25+0
0
26+0027+0028+00
29+00
30
+
0
0
31
+
0
0
31
+
7
4
.
9
9
35
35
35
35
BTM = 973.00
NWL = 982.00
HWL = 984.099
100 YR B-2-B = 984.97
IRRIGATION POND
(1P)
WET 1b
HWL = 981.69
INV=981.70
OSC 1
C7.1
3,4&5
INLET
PROTECTION
C7.1
6
FES EROSION
CONTROL (TYP)
ENCAMAT (TYP)
C7.1
8
EROSION
CONTROL
BLANKET
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
1
SILT FENCE
C7.1
7
ROCK
CONSTRUCTION
ENTRANCE
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
3,4&5
INLET
PROTECTION
C7.1
8
EROSION
CONTROL
BLANKET
C7.1
1
SILT
FENCE
BORROW AREA
3
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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
7
:Inlet Protection
nn
:Silt Fence
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES 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 873.0 WITH GRADING SPOIL.
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)
GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
SEE SHEET C3.2
:Heavy Duty Silt Fence X Feet
:Pavement Sawcut
:Construction Limits
:Wetland Impact Area X Each
3
)))))
))
)))
))
))
)))
))
))
)))
))
)))))))
))
)))
))
))
)))))
))
)))
))
))
)))))
)
)
)))))
)
)
)))))
)
)
)))
))
))
)))
)
)
))
)))
))
))
)))
))
))
CABX
CB RECT
RE=991.1
W
>>
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
>>
W
E
T
L
A
N
D
2
33 33
3333
33
W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
D
1
d
WL 1e-1
WL 3
W
E
T
L
A
N
D
1f
H.P.
89.73
L.P.
88.66
H.P.
93.48
%
4.
6
%
5.
4
%5.4
%
3.
3
87.83
L.P.
%
5.0
%
8.1
%
9.2
L.P.H.P.
L.P.
H.P.
%8.3
%7.1
%
7.
8
%
7.
1
%4.7
%7.1
DR
O
P
2
C
%2.5
%6.6
DR
O
P
2C
DR
O
P
2C
%
4.5
%
6.3
%
6.
9
%
7.3
%
7.5
%
6.3
CL CL
%
5.3
%
5.5
L.P
.
92
.
3
9
%
5.
6
%4.9
%4.7
%4.8
G
F
=
9
9
2
.
6
98
6
.
5
FB
W
O
98
6
.
0
GF
=
9
9
5
.
0
98
7
.
5
FB
W
O
98
7
.
0
GF=993.0
885.5
FB
992.8
GF
=
9
9
4
.
5
987
.
0
FBW
O
986
.
5
GF=995.0
887.5
FBLO
990.0
%
8.
7
GF=996.5
889.0
FBLO
991.5
GF=997.5
890.0
FBLO
992.5
EO
F
L.
P
.
G
F
=
9
9
4
.
0
992
986
988
%
7.
9
%
8.
1
%
6.
6
G
F
=
9
9
3
.
8
88
7
.
0
FB
L
O
98
9
.
5
%9.2
G
F
=
9
9
7
.
0
88
9
.
5
FB
W
O
98
9
.
0
GF = 994.5
EX.CL
993.17
CL CL
%7.6
93.9
88.5
88.5
96
.
0
91.092.0
94
.
5
89.5
92
.
5
92.3
990
990
G
F
=
9
9
2
.
5
93.5
93.8
93.8
%1.0
88.5
88.5
85.0
85.0
93.0
85.5
85.5
93.0
%1.3
%
2.8
5
G.B
.
%1.2
85.0
85.0
91.6
85.5
85.0
%1.3
%
4.
5
85.0
85.0
93.0
85.0
85.0
%
3.
0
G.
B
.
93.0
85.0
85.0
92.1
86.5
94
.
3
9
%
1.
0
%
3.
0
987.0
987.0
994.0
986.0
986.0
%1.0 %1.9 %1.0
%1.0
%
4.
1
%
1.
7
4
89
.
5
4
91.9
89.4 89.3
CL CL
93.33
%
1.
0
L.P
.
92
.
4
0
%
2.
0
%
1.
0
92.93
H.P.
%1.0
%5.0
%2.3
%2.7
%
8.
1
%
7.1
%1.4
87.5
85
.
7
86
.
0
990
988
990
986
988
988
984
986
988
986
984
986
990
992
992
988 986
87
.
5
EOF
986
986
86
.
5
EO
F
84
.
0
EO
F
EO
F
GF
=
9
9
4
.
0
986
.
5FBL
O
989
.
0
GF
=
9
9
2
.
1
98
6
.
0
FB
W
O
98
5
.
5
GF=9
9
3
.
5
986.0
FBW
O
985.5 GF=
9
9
3
.
5
986
.
0
FBW
O
985
.
5
GF=
9
9
3
.
5
986
.
0FBW
O
985
.
5
GF
=
9
9
3
.
5
98
6
.
0
FB
W
O
98
5
.
5
GF=994.0
986.5
FBWO
986.0
G
F
=
9
9
5
.
5
98
8
.
0
FB
W
O
98
7
.
5
GF
=
9
9
4
.
5
98
7
.
0FB99
4
.
3
GF=993.5
986.0
FBWO
985.5
G
F
=
9
9
4
.
5
98
7
.
0
FB
W
O
98
6
.
5
988
985
984
982
980 979
986
985
984
87
.
0
EO
F
988
988
986
988
986 98
8
98
8
98
6
988
986 988
L.P.
91.60
992
984
982
984
988
986
992
984
99
0
98
2
99
6
992
992
986
988
990
985
990
992
990
990
990
992
98
6
986
99
4
992
994
98
6
98
8
990
994
99
0
990
994
98
8
990
992
99
4
990
992
992
99
0
98
2
98
6
98
4
990
986
99
2
98
8
99
2
986
990988
986
990
99
2
988
994
992
98
4
99
2
99
2
99
0
986
986
992
98
6
98
6
98899098
8
99
2 994
98
6
994
994 988
986
990
992
99
0
99
2
99
4
988
994
994
996
99
0
99
4
98
4
988
988
983
985
985
983
988988
985984
98
7
99
0
98
8
98
7
982
981984
983
982
980
979
98
4
98
4 984984
987
986
985
984
983
987
987
986 987 987
992
986
990
988
%
1.
5
CL CL
DR
O
P
1C
VMA
%10.0
VMA
11
12
13
14
15
16
17
18
19 20
21 22
23
24
25
26
27
28
29
30 31
32
35
5+00
6+00
7+00
8+00
9+0
0
10+
0
0
11+00
12+00
13+
0
0
14+
0
0
15
+
0
0
16
+
0
0
0+
0
0
1+0
0
2+
0
0
3+
0
0
35
35
35
25
25
35
50
25
35
1
4321
5
BLK 1
4
14
15
16
17
18
24
'
22
'
40'
24
'
22
'
24
'
19 20 21 22 23
24
25
32
'
36'
36
'
32'
36
'
32'32'
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
15
16
17
18
24
'
22
'
40'
22
'
24
'
30
50
14
+
0
0
15
+
0
0
15
+
5
0
.
4
8
6+
0
0
7+
0
0
7+
5
2
.
2
5
3+00
4+00
4+65.18
NURP POND
(3P)
BTM = 983.00
NWL = 985.00
HWL = 986.86
NURP POND
(9P)
BTM = 979.00
NWL = 985.00
HWL = 987.16
NURP POND
(11eP)
BTM = 979.00
NWL = 983.00
HWL = 984.23
POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
WET 11f
HWL =
985.47
POND 23
HWL =
990.93
WET 1e
HWL = 983.93
WET 2
HWL = 986.48
WET 1d
HWL = 982.54
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
ENCAMAT (TYP)
C7.1
6
FES EROSION
CONTROL (TYP)
C7.1
6
FES EROSION
CONTROL (TYP)
C7.1
9&10
TEMPORARY
COMPOST BIO LOG
ENCAMAT (TYP)
C7.1
8
EROSION
CONTROL
BLANKET
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
1
SILT FENCE
C7.1
3,4&5
INLET
PROTECTION
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES AT 612.252.9070.
SITE IS LOCATED WITHIN THE BOUNDARIES OF THE ELM CREEK WATERSHED MANAGEMENT
COMMISSION (ECWMC).
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
SEE SHEET C3.2
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
CABX
W
E
T
L
A
N
D
1
g
468.00
46
8
.
0
0
59
0
.
0
0
>>
980
.
6
W
E
T
L
A
N
D
5
b
W
L
5a
WL 1h
%
7.1
%
3.8
GF=993.0
885.5
FB
992.8
GF
=
9
9
4
.
5
987
.
0
FBW
O
986
.
5
GF=995.0
887.5
FBLO
990.0
%
8.
7
%5.0
%4.5
G
F
=
9
9
7
.
0
88
9
.
5
FB
W
O
98
9
.
0
GF=996.5
889.0
FBLO
991.5
GF=997.5
890.0
FBLO
992.5
L.P.
EO
F
L.P
.
H.
P
.
-0+00
1+0
0
2+00
3+0
0
3+14.
7
3
EO
F
GF=
9
9
6
.
0
888.
5
FBW
O
988.
0
GF
=
9
9
6
.
0
88
8
.
5
FB
W
O
98
8
.
0
GF=9
9
6
.
0
888.5
FBW
O
988.0
GF
=
9
9
3
.
5
88
6
.
0FB
L
O98
8
.
5
%5.2
%5.5
%4.8
FB
L
O
988
.
5
%
3.2
GF=
9
9
6
.
0
888.
5
FBW
O
988.
0
G
F
=
9
9
8
.
0
89
0
.
5
FB
W
O
99
0
.
0
%8.0
%8.0
%
7.
9
%
8.
1
%
6.
6
%9.2
G
F
=
9
9
8
.
0
89
0
.
5
FB
W
O
99
0
.
0
G
F
=
9
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=
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.
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CL
C
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90.11
EX.CL
994.86
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H.P.
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.
2
8
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P
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%
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.
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=
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950
95.2
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95.0
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86.0
87.0
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.
7
92.1
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9
95
.
7
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%
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%
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.
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.
5
93
.
7
94
.
5
%
5.2
86.5
86.5
87.5
87.5
87.5
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87.5
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87.7 87.7
L.P
.
91.9
0
%2.8
%
0.
6
H.
P
.
93
.
8
5
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93.33
%2.0
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0
L.P
.
%
1.
0
92.93
H.P.
%1.0%2.3
%2.7
%3.1
%2.3
%3.8
%3.1
%5.4
%
7.1
%1.4
%4.7
%
4.9
%
-2.
0
%
0.4
%
2.5
%2.5
83.0
83.
0
83.
0
83.0
86.1
83.8
82.2
82.4
82.9
84.2
84.0
85.7
86.
0
86
.
0
86.1
87.5
86.
0
86
.
7
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85
.
0
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1
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5
83.5 84.3
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.
0
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.
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.
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F
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=
9
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O
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9
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.
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O
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=
9
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.
0
988
.
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F
=
9
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8
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7
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5
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F
=
9
9
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.
0
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8
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5
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98
8
.
0
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=
9
9
5
.
0
98
7
.
5
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98
7
.
0
GF
=
9
9
4
.
5
98
7
.
0
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W
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98
6
.
5
GF
=
9
9
4
.
5
98
7
.
0
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W
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98
6
.
5
GF
=
9
9
4
.
0
98
6
.
5
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L
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98
9
.
0
GF=
9
9
6
.
2
988.
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O
988.
2
99
3
.
3
98
6
.
5
FB
W
O
98
6
.
0
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F
87.81
EO
F
86
.
1
1
EOF
87
.
3
0
EO
F
85
.
5
985985
85
.
5
85.
5
85.5
85.
5
98
5
994
988
992
98
4
992994
992
982
980
983
980 982
983
994
99
2
988
992
988
984
990
98
4
98
8
988
980
984
985
98
2
98
4
98
8
98
6
994
992
990
985
983
.
0
986
984
986
986
986
984
982
980
98
6
980
982
984
986
984
984
98
6
98
5
98
6
992
996
994
99
6
99
4
994
996
996
994
98
6
986
986
98
6
98
098
4
98
6
990
99
0
98
4
980
984
992
990
990
994
99
4
99
4
994
986
98
6
99
2
98
6
98
6
99
4
994
992
994
986
99
0
994
988
985
988
992
984
992
99
0
99
0
98
8
99
2
988987
985984
99
0
98
8
98
7
984
98
3
98
2
98
0
98
4
98
5
982 982
98
6
986
986
98
6
988
988
98
5
985
985
986
985
GF
=
9
9
6
.
2
98
8
.
7
FB
W
O
98
8
.
2
GF=
9
9
6
.
2
988.
7FBW
O
988.
2
992
L.P
.
%2.0 %1.9
%1.0
GB
%
1.0
91.
8
2
%
1.0
%
3.3
CL CL
GF
=
9
9
5
.
0
98
7
.
5
FB
W
O
98
7
.
0
VM
A
%
8.
0
EO
F
50
50
25
35
25
25
35
35
50
25
25
25
25
OUTLOT A
OUTLOT B
1
7
8
9
3
4
2
1
432
3
1
2 1
4
2
3
BLK 6
BLK
3
BLK 5
1
2
3
45
6
7
8 9
10
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
24
'
22
'
36'
24
'
22
'
40'
24
'
22
'
40'
24
'
40'
22
'
24
'
22
'
24
'
22
'
24
'
24
25
26
27
28
29
30
31
32
40'
32
'
32
'
36'
32'
36
'
32'
32'
36
'
25
50
1524
'
40'
15
30
50
59
33 BLK 8 -0+22 0+00 1+00 2+00 3+00 4+00
5+00
-0+28
0+00
1+00
2+00
2+37.
0
2
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
-0+50 0+00 1+00
2+
0
0
3+
0
0
4+
0
0
5+
0
0
-0+20 0+00
1+00
2+
0
0
3+00
4+00
4+65.18
POND
(16P)
BTM = 980.00
NWL = 984.50
HWL = 987.81
POND
(19P)
BTM = 978.50
NWL = 984.06
HWL = 986.15
POND
(18P)
BTM = 980.00
NWL = 986.00
HWL = 987.30
POND
(20P)
BTM = 976.00
NWL = 984.00
HWL = 986.11
POND
(14P)
BTM = 980.00
NWL = 984.00
HWL = 985.86
POND
(15P)
BTM = 980.00
NWL = 982.00
HWL = 982.77
POND
(17P)
BTM = 982.00
NWL = 984.00
HWL = 985.02
WET 1h
HWL = 983.91
WET 5b
HWL = 985.42
WE
T
5
a
HW
L
=
9
8
5
.
4
2
C7.1
7
ROCK
CONSTRUCTION
ENTRANCE
C7.1
3,4&5
INLET
PROTECTION
C7.1
1
SILT
FENCE
C7.1
6
FES EROSION
CONTROL (TYP)
C7.1
6
FES EROSION
CONTROL (TYP)
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
1
SILT FENCE
C7.1
3,4&5
INLET
PROTECTION
MO
H
A
W
K
R
O
A
D
SH
O
R
T
SHORT WAY RD.
W
A
Y
RD
.
C7.1
8
EROSION
CONTROL
BLANKET
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C303MEH003.dwg
GRADING , DRAINAGE AND
EROSION CONTROL
C3.3
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES AT 612.252.9070.
SITE IS LOCATED WITHIN THE BOUNDARIES OF THE ELM CREEK WATERSHED MANAGEMENT
COMMISSION (ECWMC).
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
SEE SHEET C3.4
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
SEE SHEET C3.2
SE
E
S
H
E
E
T
C
3
.
7
>>
>>
>>
>>
>>
>>
>>
>>
25' - 12" RCP
@ 1.19%
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
25' - 12" RCP
@ 1.19%
>>
>>
EM
EM
CABX
CABX
CAB
X
CABX
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
OE
OE
OE
OE
OE
OTV
O
T
V
>>
17
0
33
33
33
980
.
6
980
.
6
W
E
T
L
A
N
D
4
W
E
T
L
A
N
D
1a
-
S
o
u
t
h
L.P.
GF
=
9
9
3
.
5
88
6
.
0FB
L
O98
8
.
5
GF=
9
9
3
.
0
885
.
5FBL
O
988
.
0
%
7.
1
%
7.1
%
8.0
%
5.8
%
2.9
%
3.2
GF
=
9
9
3
.
5
886
.
0FB
L
O
988
.
5
%
3.2
%
9.3
%
4.6
EX.CL
990.50
88.32
%1.0
%1.0
91
.
8
93.0
88
.
5
92.
6
93.
0
92
.
8
91
.
8
93
.
0
92
.
5
92.
3
89
.
9
91
.
5
91.3
89
.
0
90
.
5
88
.
7
90.3
90
.
5
90.3
89.6
88.6
90.
4
92
.
5
87.5
92.
4
93.
0
88.0
85.7
87.
5
88.
6
91
.
0
91
.
0
91
.
8
89
.
0
86
.
5
85
.
6
86.
0
86
.
0
86
.
7
86
.
7
86.7
GF=9
9
1
.
0
983.5
FB
990.8
GF
=
9
9
4
.
0
98
6
.
5
FB
L
O
98
9
.
0
GF
=
9
9
3
.
5
98
6
.
0
FB
99
3
.
3
GF
=
9
9
3
.
7
986
.
2
FB
99
3
.
5
GF
=
9
9
3
.
0
985
.
5
FB
992
.
8
GF=
9
9
2
.
0
984
.
5
FB
991
.
8
GF=991.0
983.5
FB
990.8
100
4
100
2
100
0
998
996
994
992
990
98
4
980
978
976
988
984
980
990
990
98
8
988
98
6
986
988
994 998
100
2
988
988
988
988
992
992
H.P
.
%
2.9
92.
3
2
%
1.0
992
990
50
50
50
30
30
25
7
6
5
4
8
9
BLK
4
1
2
10
-0+50 0+00 1+00 2+00
3+00
4+0
0
5+0
0
OUTLOT C
WET 4
HWL = 985.33
C7.1
3,4&5
INLET
PROTECTION
C7.1
7
ROCK
CONSTRUCTION
ENTRANCE
C7.1
6
FES EROSION
CONTROL (TYP)
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
1
SILT
FENCE
MO
H
A
W
K
R
O
A
D
SHORT WAY RD.
C7.1
6
FES EROSION
CONTROL (TYP)
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C304MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.4
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES AT 612.252.9070.
SITE IS LOCATED WITHIN THE BOUNDARIES OF THE ELM CREEK WATERSHED MANAGEMENT
COMMISSION (ECWMC).
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
SEE SHEET C3.2
INV=984.36
INV 27 RCP
INV=984.16
FES 18IN RCP CBMH CL
RE=992.2
INV=990.14
FES 15IN RCP
>>
DNR WETLAND 27-493W
NORTH PORTION
OHW = 978.3
FLOODPLAIN = 979.2
( As of 8/10/20)
77
35
50
BLOCK 7
PROPOSED 100-YR
HWL = 979.07
WET 1b1
HWL = 980.68
HA
C
K
A
M
O
R
E
D
R
I
V
E
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C305MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.5
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES AT 612.252.9070.
SITE IS LOCATED WITHIN THE BOUNDARIES OF THE ELM CREEK WATERSHED MANAGEMENT
COMMISSION (ECWMC).
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
SEE SHEET C3.6
SE
E
S
H
E
E
T
C
3
.
1
))
)
))))
))
)
))))
))
)
))))
))
)
))))
))
)
))))
))
)
))))
)))
))
))
)))
))
))
)))
))))
))
)
))))
))
)
))))
))
)
))))
))
)
))))))
)
))))
)))))
))
)))))
)
)
)))))
)
)
))))))
)
)))))))
)))))))
)))))))
)))))))
980.6
98
0
.
6
980.6
W
E
T
L
A
N
D
1c
W
E
T
L
A
N
D
1a
-
N
o
r
t
h
MB
L.P.
86.83
%4.7
%7.1
%6.6
DR
O
P
2C
DR
O
P
2C
G
F
=
9
9
2
.
6
98
6
.
5
FB
W
O
98
6
.
0
GF
=
9
9
5
.
0
98
7
.
5
FB
W
O
98
7
.
0
990
990
92.75
CL CL
97.1
986
984
982
986
984
982 984
986
992
994
998
85.0
85.5
85.5
92.1
86.5
86.5
%0.7
%0.7
%3.0
G.B
.
%
2.5
1000.0
86.0
84.
0
85.8
84.
3
984
984
984
91.99
994.0+/-
99
2
98
8
98
4
%
2.0
%
5.0
998.0+/-
992
992
984
988
990
984
988
998
990
992
994
996
10
0
4
10
0
0
99
6
990
988
99
4
99
6
988
986
985
985
988
988
985
98
5
98
4
990
98
698
6
98
6
986
98
5
98
2
98
4
98
4
98
698
6
984
986
986
98
6
988 986
EO
F
86.0 EOF
98
3
86.0
EOF
84.9
EO
F
988
988
988
984
988
985
990
986
99
0
98
2
98
6
98
4
992
98
4
99
2
99
0
986
986
983
985
985
983
982
981
98
1
98
2
98
3
VMA
32
33
34
35
36
50
50 50
1 30
30
POND
(5P)
BTM = 981.00
NWL = 983.00
HWL = 984.96
NURP POND
(11P)
BTM = 979.50
NWL = 984.28
HWL = 986.13
POND
(12P)
BTM = 981.00
NWL = 984.50
HWL = 986.09POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
WET 1c
HWL =
981.76
WET 1a-north
HWL = 979.07
CHIPP
E
W
A
ROAD
C7.1
1
SILT FENCE
C7.1
1
SILT FENCE
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
6
FES EROSION
CONTROL (TYP)
C7.1
6
FES EROSION
CONTROL (TYP)
ENCAMAT (TYP)
ENCAMAT (TYP)
C7.1
9&10
TEMPORARY
COMPOST BIO LOG
C7.1
9&10
TEMPORARY
COMPOST BIO LOG
C7.1
8
EROSION
CONTROL
BLANKET
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C306MEH003.dwg
GRADING, DRAINAGE &
EROSION CONTROL
C3.6
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES AT 612.252.9070.
SITE IS LOCATED WITHIN THE BOUNDARIES OF THE ELM CREEK WATERSHED MANAGEMENT
COMMISSION (ECWMC).
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
SE
E
S
H
E
E
T
C
3
.
2
SEE SHEET C3.5
SEE SHEET C3.7
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
98
0
.
6
98
0
.
6
980.6
MB
GF
=
9
9
6
.
0
988
.
5
FB
W
O
988
.
0
GF
=
9
9
5
.
5
988
.
0
FBW
O
987
.
5
%
3.7
GF
=
9
9
4
.
5
987
.
0
FBW
O
986
.
5
%
4.8
994
998
10
0
0
10
0
0
G.
B
.
%
2.5
H.
P
.
01
.
9
8
%
1.
5
92.
9
94
.
2
94
.
0
95
.
0
93
.
7
%
5.2
94
.
3
95
.
5
%
3.
5 95
.
5
94
.
7
%
4.8
95.0
96.0
%4.3
94.8
96.0
%
3.3
87.5
88.0
88.0
87.5
87.0
86.0
84.
0
85.8
84.
3
85
.
9
86
.
1
82.
2
82.5
85.0
81.9
83.0
99
2
98
8
98
4
998
100
0
994
996
10
0
4
10
0
0
99
6
996
98
5
98
4
990
98
698
6
98
6
986
98
5
98
3
86.0
EOF
GF=996.0
988.5
FBWO
988.0
GF
=
9
9
6
.
0
988
.
5FB
W
O
988
.
0
G
F
=
9
9
6
.
5
98
9
.
0
FB
W
O
98
8
.
5
GF
=
9
9
6
.
5
98
9
.
0
FB
W
O
98
8
.
5
988
986
98
6
988
986
99
4
996
99
6
98
8
99
2
990
992
988
994
994
100
0
10
0
0
10
0
4
%
1.6
4
16
8
172
1
2
3
4
5
6
BLK 2
30
30
6+0
0
7+0
0
7+0
9
.
4
2
POND
(12P)
BTM = 981.00
NWL = 984.50
HWL = 986.09
50
)))
))))
)))
))
))))))
)
)))))))
)))))))
)))))))
))))))))))))))
)))))))
)))))))
C7.1
2
SILT FENCE
HEAVY DUTY
C7.1
1
SILT FENCE
C7.1
9&10
TEMPORARY
COMPOST BIO LOG
ENCAMAT (TYP)
C7.1
9&10
TEMPORARY
COMPOST BIO LOG
NORTH
0 50 100
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C307MEH003.dwg
GRADING , DRAINAGE &
EROSION CONTROL
C3.7
:Inlet Protection
nn
:Silt Fence
:Pavement Sawcut
:Construction Limits
:Vehicle Tracking Pad
X Each
X Each
X Feet
SYMBOL DESCRIPTION
:Compost or Bio Log X Feet)))))))))))))
:Erosion Control Blanket X Each
NO SCALE
TYPICAL LOT DETAIL1
NOTES:
1. GARAGE LOCATION INDICATED BY DRIVEWAY.
: REAR ELEVATION
: BUILDING TYPE - (CUSTOM GRADING BY BUILDER)
: 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
(CG)
108.3
FB
100.0
GF=108.5
GENERAL NOTES
FOR CONSTRUCTION STAKING AND SURVEYING SERVICES CONTACT LANDFORM
PROFESSIONAL SERVICES AT 612.252.9070.
SITE IS LOCATED WITHIN THE BOUNDARIES OF THE ELM CREEK WATERSHED MANAGEMENT
COMMISSION (ECWMC).
1.
2.
LEGEND
ESTIMATED QUANTITYSYMBOLDESCRIPTION
910
908
:MAJOR CONTOUR (PROPOSED)
:MINOR CONTOUR (PROPOSED)
:MAJOR CONTOUR (EXISTING)
:MINOR CONTOUR (EXISTING)GRADING NOTES
SEE SHEET C3.1 FOR GRADING NOTES
EROSION PREVENTION AND SEDIMENT CONTROL NOTES
SEE SHEET C3.0 FOR EROSION PREVENTION AND SEDIMENT CONTROL NOTES.
:Heavy Duty Silt Fence X Feet
:Erosion Control Blanket
:Wetland Impact Area X Each
SE
E
S
H
E
E
T
C
3
.
2
SEE SHEET C3.5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21 22
23
24
25
26
27
28
29
30 31
32
33
34
35
36
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
6364
6566
67
68
69
70
71
72
73
74
75
76
77
BLOCK 7
42
0+00 1+00 2+00
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+0
0
5+00
6+00
7+00
8+00
9+0
0
10+
0
0
11+00
12+00
13+
0
0
14+
0
0
15
+
0
0
16
+
0
0
17+
0
0
18+
0
0
19+0
0
20+
0
0
21+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
25+0
0
26+0027+0028+00
29+00
30
+
0
0
31
+
0
0
31
+
7
4
.
9
9
77
0+
0
0
1+0
0
2+
0
0
3+
0
0
1
2
3
432
3
1
BLK 6
5
BLK 1
4
10
11
12
13
14
15
16
17
18
19 20 21 22 23
24
25
26
27
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
15
16
17
18
33 BLK 8
BLOCK 7
-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
17+00
18+00
19+00 20+00
21+00
22+0
0
23+
0
0
24+
0
0
25
+
0
0
26
+
0
0
27
+
0
0
-0+22 0+00 1+00 2+00 3+00 4+00
5+00
13
+
0
0
14
+
0
0
15
+
0
0
15
+
5
0
.
4
8
5+
0
0
6+
0
0
7+
0
0
7+
5
2
.
2
5
2+
0
0
3+00
4+00
4+65.18
NURP POND
(3P)
BTM = 973.00
NWL = 982.00
HWL = 984.099
100 YR B-2-B = 984.97
NURP POND
(1P)
BTM = 983.00
NWL = 985.00
HWL = 986.86
NURP POND
(9P)
BTM = 979.00
NWL = 985.00
HWL = 987.16
NURP POND
(11eP)
BTM = 979.00
NWL = 983.00
HWL = 984.23
NURP POND
(5P)
BTM = 981.00
NWL = 983.00
HWL = 984.96
NURP POND
(11P)
BTM = 979.50
NWL = 984.28
HWL = 986.13
POND
(12P)
BTM = 981.00
NWL = 984.50
HWL = 986.09
POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
PROPOSED 100-YR
HWL = 979.07
MEADOWVIEW COURT
WET 11f
HWL =
985.47
POND 23
HWL =
990.93
WET 1e
HWL = 983.93
WET 2
HWL = 986.48
WET 1d
HWL = 982.54
WET 1c
HWL =
981.76
WET 1a-north
HWL = 979.07
WET 1b1
HWL = 980.68
WET 1b
HWL = 981.69
CABX
993.2
993.1
INV=990.15
FES 15 RCP
INV=990.82
FES 15 RCP
CABX
CB RECT
RE=991.1
W
SSMH
RE=1005.5
IE=974.93
SSMH
RE=996.8
IE=975.43
SSMH
RE=989.8
IE=976.44
INV=984.36
INV 27 RCP
SSMH
RE=988.8
IE=977.27
INV=984.16
FES 18IN RCP
>>
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
OE OE OE OE
>>
>>
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>
>
>
>
>
I
I
I
I
I
I
I I I I
I
I I I
EX. MH 4A
RIM:982.74
INV:979.88(N)
INV:979.88(E)
INV:979.78(S)
28' L 8" PVC
SDR 26 @ 0.4%
STUB 4C
INV:979.88
EX. MH 3
RIM:990.71
INV:979.25(N)
INV:979.25(W)
INV:979.25(E)
INV:979.15(S)
28' L 8" PVC
SDR 26 @ 0.4%
STUB 4C
INV:979.36
I I
EX. MH 2
RIM:987.30
INV:978.20(N)
INV:978.20(E)
INV:978.10(S)
EX. MH 1
RIM:986.42
INV:977.20(N)
INV:977.20(E)
INV:977.10(S)
EX. SAN.MH
RIM:992.55
INV:976.35
29' L 8" PVC
SDR 26 @ 0.4%
STUB 4C
INV:977.32
29' L 8" PVC
SDR 26 @ 0.4%
STUB 4C
INV:978.31
>>
>>
III
W
E
T
L
A
N
D
2
33 33
3333
3333
33
W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
D
1
d
W
E
T
L
A
N
D
1
b
>>
>>
>>
>>
>>
>>
>>
>>
>
>
DNR WETLAND 27-493W
NORTH PORTION
OHW = 978.3
FLOODPLAIN = 979.2
( As of 8/10/20)
W
E
T
L
A
N
D
1c
WL 1e-1
W
E
T
L
A
N
D
1f
W
E
T
L
A
N
D
1a
-
N
o
r
t
h
INV=990.47
FES 15 IN PVC
INV=990.09
FES RCP 15 IN
RE=992.02
STMH
MB
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MH 18
RIM: 997.88
BUILD: 8.7'
INV: 989.14
MH 17
RIM: 996.67
BUILD: 8.8'
INL (N): 987.95
INV: 987.85 MH 16
RIM: 997.44
BUILD: 10.1'
INL (NW): 987.39
INV: 987.29
MH 15
RIM: 996.22
BUILD: 9.5'
INL (NW): 986.83
INV: 986.73
MH 14
RIM: 995.72
BUILD: 9.5'
INL (NW): 986.32
INV: 986.22
MH 13
RIM: 995.89
BUILD: 10.3'
INL (NW): 985.69
INV: 985.59
MH 12
RIM: 993.06
BUILD: 8.0'
INL (N): 985.15
INV: 985.05
MH 11
RIM: 992.20
BUILD: 8.0'
INL (NE): 984.26
INV: 984.16
MH 10
RIM: 990.91
BUILD: 8.1'
INL (E): 982.95
INV: 982.85
MH 9
RIM: 992.48
BUILD: 10.2'
INL (SE): 982.40
INV: 982.30
MH 8
RIM: 993.51
BUILD: 11.7'
INL (SE): 981.90
INV: 981.80
MH 6
RIM: 991.97
BUILD: 11.3'
INL (E): 980.82
INV: 980.72
MH 5
RIM: 991.71
BUILD: 11.3'
INL (E): 980.50
INL (NW): 980.50
INV: 980.40
MH 19
RIM: 993.08
BUILD: 12.0'
INL (N): 981.14
INV: 981.04
MH 20
RIM: 993.93
BUILD: 12.5'
INL (N): 981.54
INV: 981.44
MH 21
RIM: 993.56
BUILD: 11.3'
INL (N): 982.32
INV: 982.22
MH 22
RIM: 995.80
BUILD: 11.9'
INL (N): 984.02
INV: 983.92
8"
S
A
N
@
0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
8" S
A
N@ 0
.
4
0
%
>
>
>
>
>
>
>
>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
8" SAN
@ 0.40%
8" SAN
@ 0.40%
8" SAN
@ 0.40%
8" SA
N
@ 0.4
0
%
8" S
A
N
@ 0
.
4
0
%
8" SAN
@ 0.40
%
8"
S
A
N
@
0
.
4
0
%
8" S
A
N
@ 0
.
4
0
%
8" SA
N
@ 0.
4
0
%
8" S
A
N
@ 0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
12" PVC C900
12"
P
V
C
C
9
0
0
8" PV
C
C
9
0
0
8"
P
V
C
C
9
0
0
8" PVC C900
8"
P
V
C
C
9
0
0
8" P
V
C
C
9
0
0
12
"
P
V
C
C
9
0
0
12
"
P
V
C
C
9
0
0
12" PVC C900
8"
S
A
N
@
0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
8" SAN
@ 0.40%8" SAN
@ 0.40%
MH 4
RIM: 991.52
BUILD: 11.5'
INL (N): 980.09
INV: 979.99
MH 3
RIM: 992.91
BUILD: 14.0'
INL (NE): 978.98
INV: 978.88
MH 2
RIM: 990.65
BUILD: 12.9'
INL (N): 977.89
INV: 977.79
INL: 976.45 (E)
12"
P
V
C
C
9
0
0
12" PVC C900
MH 1
RIM: 990.73
BUILD: 13.4'
INL (E): 977.40
INL (S): 977.40
INV: 977.30
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
ST
M
ST
M
>>
STMSTM
STM
STM
STM
ST
M
STM
ST
M
ST
M
STM
>>
>>
STM
>>
ST
M
>>>>
OCS 1
RIM (HIGH): 985.00
INL (NW): 980.00
INV: 982.00
BOTTOM: 979.00
FES 1
INV=981.70
STMSTM
15"
R
C
P
@ 0
.
2
8
%
15" RCP
@ 0.44%
>>
OCS 2
RIM (HIGH): 985.50
INL (N): 981.00
INV: 983.00
BOTTOM: 980.00
FES 2
INV=982.90
FES 4
INV=984.90
OCS 4
RIM (HIGH): 987.50
INL (SE): 983.00
INV: 985.00
BOTTOM: 982.00
15" RCP
@ 0.53%
12" RCP
@ 0.84%
OCS 3
RIM (HIGH): 987.17
INL (NW): 983.00
INV: 985.00
BOTTOM: 982.00
FES 3
INV=984.90
>>
>>
FES 12
INV=983.90
15" RCP
@ 0.32%
OCS 12
RIM (HIGH): 986.78
INL (E): 982.28
INV: 984.28
BOTTOM: 981.28
OCS 13
RIM: 987.00
INL (E): 982.50
INV: 984.50
BOTTOM: 982.00
FES 13
INV=984.60
15" RCP
@ 3.46%
OCS 11
RIM (HIGH): 985.17
INL (N): 981.00
INV: 983.00
BOTTOM: 980.00
FES 11
INV=982.90
12" RCP
@ 0.82%
>>
>>
>>
>>>>>>STM STM
CB 102B
RIM: 991.39
INV: 987.39
CB 102A
RIM: 991.39
INV: 987.39
STMH 102
RIM: 991.42
INL (S): 987.34
INL (N): 987.27
INL (W): 984.00
INV: 983.80 CBMH 101
RIM: 991.80
INL (W): 983.49
INV: 983.49
SUMP: 979.58
CB 103B
RIM: 992.00
INV: 988.00
FES 103A
INV: 990.00
STMH 103
RIM: 994.27
INL (N): 987.83
INL (SW): 989.80
INV: 984.60
FES 100
INV=982.00
18" RCP
@ 1.00%
15
"
R
C
P
@
0
.
4
1
%
15
"
R
C
P
@
0
.
4
1
%
15" RCP
@ 0.41%
18" RCP
@ 0.55%
15
"
R
C
P
@
0
.
4
1
%
15" RCP
@ 0.40%
CBMH 601
RIM: 992.84
INL (N): 988.69
INV: 982.34
SUMP: 978.34
CB 601A
RIM: 992.85
INV: 988.81
FES 600
INV=982.00
15
"
R
C
P
@
0
.
4
0
%
15
"
R
C
P
@
0
.
4
0
%
FES 500
INV=982.00
18" RCP
@ 1.00%
15" RCP
@ 0.40%
15
"
R
C
P
@
0
.
4
0
%
15
"
R
C
P
@
0
.
4
0
%
15"
R
C
P
@ 0.
4
1
%
15" RCP
@ 0.40%
CBMH 501
RIM: 995.43
INL (S): 983.79
INL (E): 990.31
INV: 983.59
SUMP: 979.59
CB 501A
RIM: 995.43
INV: 990.43
CBMH 502
RIM: 996.38
INL (SE): 984.27
INV: 984.27
CBMH 503
RIM: 996.03
INL (SE): 985.00
INV: 985.00
CB 504A
RIM: 995.04
INV: 989.68
CBMH 504
RIM: 995.04
INL (NE): 989.56
INV: 985.51
FES 200
INV=982.00
CBMH 201
RIM: 991.78
INL (SE): 983.10
INV: 982.90
SUMP: 978.65
CB 202A
RIM: 991.03
INV: 987.04
CBMH 202
RIM: 991.03
INL (N): 986.89
INV: 983.65
18
"
R
C
P
@ 0
.
5
0
%
15" R
C
P
@ 0.
5
0
%
15" RCP
@ 0.50%
FES 400
INV=983.00
CBMH 401
RIM: 987.26
INL (W): 983.29
INL (S): 983.29
INV: 983.09
SUMP: 979.11
CB 401A
RIM: 987.26
INV: 983.35 15" RCP
@ 0.20%
18" RCP
@ 0.29%
>>
CB 301A
RIM: 988.10
INV: 984.10
CBMH 301
RIM: 988.10
INL (N): 983.77
INV: 983.77
SUMP" 979.77
FES 300
INV=983.00
>>>>>>
>>
15" RCP
@ 1.10%
15" RCP
@ 2.23%
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
>>
FES 800
INV: 989.80
FES 801
INV: 988.00
24" RCP
@ 0.27%
>>
>>
>>>>
>>
>>
>>
>>
FES 3001
INV=979.30
FES 3000
INV: 980.00
>>
36" RCP
@ 0.48%
INV=980.00
INV=980.00
INV=980.75 INV=980.75
2 - 130' - 96"Wx30"H RCP
BOX CULVERTS @ 0.50%
FES 304
INV: 981.00
FES 302
INV: 981.00
FES 303
INV: 981.80
FES 305
INV: 981.80
18" ARCH RCP
@ 0.53%
18" RCP
@ 0.53%
CB 401B
RIM: 987.27
INV: 983.31
15" RCP
@ 0.33%
8" P
V
C
C
9
0
0
8"
P
V
C
C
9
0
0
8" P
V
C
C
9
0
0
8" PV
C
C
9
0
0
8"
P
V
C
C
9
0
0
12" P
V
C
C
9
0
0
12"x12" WETTAP
WITH VALVE
TIE 10" SAN. SEWER
INTO EXIST. MH
8"x12" WETTAP
WITH 12" GV
8"
S
A
N
@
0
.
4
0
%
12" PV
C
C
9
0
0
CBMH 903
RIM: 991.82
INL (W): 987.73
INV: 987.73
CB 903A
RIM: 991.82
INV: 987.94
CBMH 902
RIM: 991.92
INL (W): 987.80
INL (N): 986.93
INV: 986.73CB 902A
RIM: 991.92
INV: 987.92
STMH 901
RIM: 990.00
INL (W): 985.70
INV: 985.70
15
"
R
C
P
@
0
.
7
0
%
15" RCP
@ 0.59%
15" RCP
@ 0.50%
15" RC
P
@ 0.70
%
STUB
INV: 984.11
NORTH
0 100 200
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C401MEH003.dwg
UTILITY PLAN
NORTH
C4.1
?
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)
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 Draintile 1' Behind Curb with a 6"x4" Tee & 4" PVC To Property Line For Home
Sump Pump Connection
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
15
16
17
18
29
30 31
32
0+
0
0
1+0
0
2+
0
0
OUTLOT A
OUTLOT B
1
2
3
4
5
6
7
8
9
BLK 2
7
6
5
3
4
2
1
8
9
432
3
1
2 1
4
2
3
BLK 6
BLK
3
BLK
4
BLK 5
1
1
2
3
45
6
7
8 9
10
10
5
BLK 1
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20 21 22 23
24
25
26
27
28
29
30
31
32
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
M
O
H
A
W
K
D
R
I
V
E
LA
N
E
15
16
17
18
33 BLK 8
-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
17+00
18+00
19+00 20+00
21+00
22+0
0
23+
0
0
24+
0
0
25+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
31
+
4
3
.
7
1
-0+22 0+00 1+00 2+00 3+00 4+00
5+00
6+00
7+0
07+0
9
.
4
2
-0+28
0+00
1+00
2+00
2+37.
0
2
-0+50 0+00 1+00 2+00
3+00
4+0
0
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
-0+50 0+00 1+00
2+
0
0
3+
0
0
4+
0
0
5+
0
0
6+
0
0
7+
0
0
7+
5
2
.
2
5
-0+20 0+00
1+00
2+
0
0
3+00
4+00
4+65.18
NURP POND
(9P)
BTM = 979.00
NWL = 985.00
HWL = 987.16
BTM = 979.00
NWL = 983.00
HWL = 984.23
POND
(16P)
BTM = 980.00
NWL = 984.50
HWL = 987.81
POND
(19P)
BTM = 978.50
NWL = 984.06
HWL = 986.15
POND
(18P)
BTM = 980.00
NWL = 986.00
HWL = 987.30
POND
(20P)
BTM = 976.00
NWL = 984.00
HWL = 986.11
POND
(14P)
BTM = 980.00
NWL = 984.00
HWL = 985.86
POND
(15P)
BTM = 980.00
NWL = 982.00
HWL = 982.77
POND
(12P)
BTM = 981.00
NWL = 984.50
HWL = 986.09
POND
(13P)
BTM = 982.00
NWL = 986.18
HWL = 987.95
POND
(17P)
BTM = 982.00
NWL = 984.00
HWL = 985.02
PROPOSED 100-YR
HWL = 981.84
HIL
L
S
I
D
E
BRO
O
K
V
I
E
W
C
O
U
R
T
MEADOWVIEW COURT
OUTLOT C
WET 1h
HWL = 983.91
WET 4
HWL = 985.33
WET 5b
HWL = 985.42
WE
T
5
a
HW
L
=
9
8
5
.
4
2
WET 11f
HWL =
985.47
POND 23
HWL =
990.93
HWL = 983.93
WET 2
HWL = 986.48
CB RECT
RE=991.1
INV=988.16
INV E RCP 15 INV=988.16
INV CMP 15
HH
CABX
CABX
CABX
CAB
X
CABX
992.4992.4992.4
HH
INV=981.53
CMP INV 36
INV=984.57
CMP TOP
INV=984.68
CMP TOP
INV=981.87
CMP INV 36
INV=987.80
CMP 12IN INV
INV=988.08
CMP 12IN INV
W
SSMH
RE=1005.5
IE=974.93
INV=1003.07
INV 12IN HDPE CPP
INV=1001.95
INV 12IN HDPE CPP
SSMH
RE=996.8
IE=975.43
>>
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
G
G
G
G
OE
OE
OE
OTV
G
OT
V
>>
>
>
>
I
I
I
I
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>>
I I I I
I I I
>
I
>
I
EX. SAN.MH
RIM:992.55
INV:976.35
INV:977.32
W
E
T
L
A
N
D
2
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
17
0
33
33
33
33 33
3333
33
W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
D
1
g
EX. SAN.MH
RIM:995.01
INL: 982.81 (W)
INV: 974.76 (N)(S)
80 LF.
6" PVC
>>
>
>
EX. SAN.MH
RIM:984.80
INV:973.56
EX. 6" DIP
EX
.
1
2
"
D
I
P
EX
.
1
2
"
D
I
P
EX
.
1
2
"
D
I
P
EX
.
1
0
"
P
V
C
EX
.
1
0
"
P
V
C
EX
.
1
0
"
P
V
C
EX
.
1
0
"
P
V
C
WL 3
W
E
T
L
A
N
D
1f
W
E
T
L
A
N
D
4
W
E
T
L
A
N
D
5
b
W
L
5a
W
E
T
L
A
N
D
1a
-
S
o
u
t
h
WL 1h
EX. SAN.MH
RIM:985.09
INV:972.26
EX. SAN.MH
RIM:985.81
INL:970.64
INV:969.33
RE=999.94
IE=973.16
SSMH
RE=1001.97
IE=973.78
SSMH
MB
INV=1004.06
INV CMP 15 IN
>
>
>
>
>
>
>
>
>
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
>
>
>
>
EX. 6" PVC
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
12
"
P
V
C
C
9
0
0
12" PVC C900
8" SAN
@ 0.40%
INL: 976.45 (E)
12"
P
V
C
C
9
0
0
12" PVC C900
MH 1
RIM: 990.73
BUILD: 13.4'
INL (E): 977.40
INL (S): 977.40
INV: 977.30
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
STM
ST
M
ST
M
>>
ST
M
MH 23
RIM: 993.69
BUILD: 14.8'
INL (E): 979.02
INL (S): 979.02
INV: 978.92
MH 24
RIM: 992.80
BUILD: 12.6'
INL (S): 980.25
INV: 980.15
MH 25
RIM: 991.50
BUILD: 10.5'
INL (SW): 981.12
INV: 981.02
MH 26
RIM: 993.61
BUILD: 13.5'
INL (S): 980.16
INV: 983.16
INV: 980.06
MH 27
RIM: 992.40
BUILD: 10.6'
INV: 981.82
MH 35
RIM: 990.14
BUILD: 10.3'
INV: 979.80MH 34
RIM: 994.31
BUILD: 15.1'
INL (E): 979.27
INL (N): 979.27
INV: 979.17
MH 33
RIM: 990.41
BUILD: 12.6'
INL (N): 977.89
INV: 977.79
MH 36
RIM: 992.55
BUILD: 12.4'
INL (E): 980.23
INV: 980.13
MH 37
RIM: 991.89
BUILD: 10.5'
INL (SE): 981.45
INV: 981.35
MH 38
RIM: 994.92
BUILD: 10.5'
INV: 984.41
MH 32
RIM: 993.56
BUILD: 16.7'
INL (NE): 976.96
INL (NW): 982.50
INV: 976.86
MH 40
RIM: 994.60
BUILD: 10.5'
INV: 984.05
MH 39
RIM: 993.52
BUILD: 10.5'
INL (NW): 983.12
INV: 983.02
MH 31
RIM: 991.95
BUILD: 15.9'
INL (NE): 976.13
INV: 976.03
MH 30
RIM: 989.06
BUILD: 14.3'
INL (NE): 974.89
INV: 974.79
MH 29
RIM: 988.41
BUILD: 14.2'
INL (E): 974.35
INV: 974.25
MH 28
RIM: 984.34
BUILD: 11.2'
INL (E): 973.10
>
>
8"
P
V
C
C
9
0
0
8" PVC C900
8" PVC C900
8" P
V
C
C
9
0
0
8" PV
C
C
9
0
0
8"
P
V
C
C
9
0
0
8"
P
V
C
C
9
0
0
8" P
V
C
C
9
0
0
8" PVC
C
9
0
0
8" PVC C900
8"
P
V
C
C
9
0
0
8" PV
C
C
9
0
0
8"
S
A
N
@
0
.
4
0
%
8" SAN
@ 0.40%8" SAN
@ 0.40%
8" SA
N
@ 1.
3
0
%
8"
S
A
N
@
0
.
4
0
%
8"
S
A
N
@
0
.
4
0
%
8" S
A
N@ 0
.
9
5
%
8" SA
N
@ 0.4
0
%
8"
S
A
N
@
0
.
4
0
%
8" S
A
N
@ 0
.
4
0
%
8" SAN
@ 0.40
%
8" SAN
@ 0.40%
8"
S
A
N
@
0
.
7
0
%
8" SAN
@ 1.00%
8"
S
A
N
@
0
.
9
0
%
8" SA
N
@ 1.7
0
%
8"
S
A
N
@
0
.
7
0
%
8"
S
A
N
@
0
.
7
0
%
8" PVC C900
8"
P
V
C
C
9
0
0
8" PV
C
C
9
0
0
8"
P
V
C
C
9
0
0
8"
P
V
C
C
9
0
0
8"
P
V
C
C
9
0
0
8" PVC C900
8" P
V
C
C
9
0
0
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
STM
STM
STM
>>
>>
>>
OCS 7
RIM (HIGH): 986.50
INL (SE): 982.00
INV: 984.00
BOTTOM: 981.00
OCS 8
RIM (HIGH): 988.50
INL (NW): 984.00
INV: 986.00
BOTTOM: 983.00
FES 7
INV=983.80
FES 8
INV=985.70
12" RCP
@ 1.19%12" RCP
@ 0.76%
12" RCP
@ 0.53%
12" RCP
@ 0.58%
FES 5
INV=984.30
FES 6
INV=983.86
OCS 6
RIM (HIGH): 986.56
INL (NE): 982.06
INV: 984.06
BOTTOM: 981.06
OCS 5
RIM (HIGH): 987.00
INL (N): 982.50
INV: 984.50
BOTTOM: 981.50
>>
>>
OCS 14
RIM (HIGH): 984.17
INL (NE): 980.00
INV: 982.00
BOTTOM: 979.00
FES 14
INV=981.90
12" RCP
@ 0.28%
FES 10
INV=985.88
FES 9
INV=983.90
OCS 10
RIM (HIGH): 988.62
INL (SW): 984.18
INV: 986.18
BOTTOM: 983.18
OCS 9
RIM (HIGH): 986.50
INL (NW): 982.00
INV: 984.00
BOTTOM: 981.00
15" RCP
@ 0.64%
15" RCP
@ 1.65%
OCS 13
RIM (HIGH): 987.00
INL (E): 982.50
INV: 984.50
FES 13
INV=984.10
15" RCP
@ 3.46%
>>
>>
>>>>>>
>>
>>
STM
ST
M
>>
>>
ST
M
>>>>STM
ST
M
CB 903A
RIM: 991.82
INV: 987.94
CBMH 903
RIM: 991.82
INL (W): 987.73
INV: 987.73
CB 902A
RIM: 991.92
INV: 987.92
CBMH 902
RIM: 991.92
INL (W): 987.80
INL (N): 986.93
INV: 986.73
SUMP: 982.65
15" RCP
@ 0.70%
15" RCP
@ 0.70%
15" RCP
@ 0.59%
15
"
R
C
P
@
0
.
8
0
%
15" RCP
@ 0.50%
FES 900
FES=984.50
FES 1200
INV=984.50
FES 1202A
INV: 988.00
FES 1203A
INV: 988.00
>>
>>
CBMH 1203
RIM: 989.00
INL (NW): 987.88
INV: 984.99
STMH 1201
RIM: 989.15
INL (W): 984.94
INL (E): 984.94
INV: 984.94
SUMP: 980.94
CBMH 1202
RIM: 989.34
INL (NE): 987.90
INV: 984.97
15" RCP
@ 0.40%
18" RCP
@ 0.28%
18" RCP
@ 0.30%
FES 1700
INV=986.00
CBMH 1701
RIM: 989.57
INL (W): 985.43
INV: 985.43
SUMP: 982.43
FES 1800
INV=984.40
CBMH 1801
RIM: 989.57
INL (W): 985.55
INV: 985.10
SUMP: 981.10
15" RCP
@ 1.19%
15" RCP
@ 1.21%
FES 1300
INV=985.00
18" RCP
@ 0.31%
CBMH 1301
RIM: 989.75
INL (SE): 985.31
INV: 985.11
SUMP: 981.11
CB 1301A
RIM: 989.75
INV: 985.75
15" RCP
@ 1.57%
CB 1001A
RIM: 990.72
INV: 986.72
CBMH 1001
RIM: 990.72
INL (NW): 986.63
INV: 984.94
FES 1000
INV=984.50
15" R
C
P
@ 0.4
0
%
FES 1103
INV: 993.00
FES 1100
INV=986.00
CBMH 1102
RIM: 991.42
INL (W): 992.65
INV: 986.34
CBMH 1101
RIM: 991.42
INL (NW): 986.24
INV: 986.24
SUMP: 982.24
15" RCP
@ 0.40%15" RCP
@ 0.42%
15
"
R
C
P
@
0
.
4
2
%
FES 1500
INV=983.50
CBMH 1501
RIM: 987.79
INL (S): 983.64
INL (E): 983.24
INV: 983.24
SUMP: 982.69
CB 1501A
RIM: 987.79
INV: 983.75
CBMH 1502
RIM: 988.41
INL (NE): 983.92
INV: 983.52
CB 1503A
RIM: 991.29
INV: 987.32
15"
R
C
P
@ 1
.
3
0
%
15" RCP
@ 0.21%
21
"
R
C
P
@
0
.
5
0
%
15" RCP
@ 0.39%
>>
OCS 15
RIM (HIGH): 986.50
INL (SW): 982.00
INV: 984.00
BOTTOM: 981.00
12" RCP
@ 0.61%
FES 15
INV=983.90
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
HYD.
FES 800
INV: 887.80
FES 801
INV: 988.00
FES 1402
INV: 983.80
FES 1403
INV: 984.00
42" RCP
@ 0.21%
24" RCP
@ 0.27%
CB 1801A
RIM: 989.58
INV: 985.58
CB 1701A
RIM: 989.58
INV: 985.46
15" RCP
@ 0.50%
15" RCP
@ 0.50%
8"
P
V
C
C
9
0
0
8" P
V
C
C
9
0
0
8"x12" WETTAP
WITH 12" GV
12"x12" WETTAP
WITH VALVE
TIE 10" SAN. SEWER
INTO EXIST. MH
12"x12" WETTAP
WITH VALVE
12"x12" WETTAP
WITH VALVE
BUILD MH OVER EXISTING
10" PVC SAN. SEWER
CB 1503B
RIM: 991.29
INV: 987.28
CBMH 1503
RIM: 991.29
INL (SE): 987.26
INL (NE): 987.26
INV: 987.26
15" RCP
@ 0.33%
40' - 60"Wx24"H RCP
BOX CULVERTS @ 2.50%
>>
INV=985.50
INV=984.50
>>
>>
INV=984.50
INV=984.50
INV=984.00
INV=984.00 2 - 96' - 76"Wx24"H RCP
BOX CULVERTS @ 0.50%
8" SAN
@ 0.40%
8"
S
A
N
@
0
.
4
0
%
NORTH
0 100 200
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
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:
C401MEH003.dwg
UTILITY PLAN
SOUTH
C4.2
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)
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 Draintile 1' Behind Curb with a 6"x4" Tee & 4" PVC To Property Line For Home
Sump Pump Connection
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
GENERAL NOTES
UTILITY NOTES
For construction staking and surveying services contact Landform at 612.252.9070.1.
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
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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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L102MEH003.dwg
Tree Preservation Plan
L1.2
TREE PRESERVATION LIST
Tree #Species DBH Condition Stems Lost
180 Arborvitae 21.0 Good 1 X
181 Spruce, white 19.5 Good 1 X
182 Boxelder 22.0 Fair 1 X
183 Boxelder 18.0 Fair 1
184 Boxelder 9.0 Fair 1
185 Boxelder 32.0 Fair 1 X
186 Ash, green 11.5 Good 1
187 Ash, green 10.0 Fair 1
188 Ash, green 12.0 Fair 1
189 Willow 23.0 Fair 1
190 Ash, green 18.0 Fair 1
191 Willow 19.5 Fair 1
192 Ash, green 12.5 Good 1
193 Ash, green 10.0 Fair 1
194 Ash, green 9.5 Good 1
195 Willow 22.5 Good 1
196 Willow 33.0 Fair 2
197 Willow 19.0 Fair 1
198 Ash, green 9.0 Good 1
199 Willow 16.5 Good 1
200 Ash, green 13.5 Good 1
201 Cherry, black 12.5 Good 1
202 Ash, green 8.0 Good 1 X
203 Crabapple 14.0 Fair 1 X
204 Ash, green 10.5 Good 1 X
205 Ash, green 12.0 Good 1 X
206 Cherry, black 18.0 Good 1 X
207 Ash, green 16.0 Good 1 X
208 Ash, green 13.0 Good 1 X
209 Ash, green 28.0 Good 4 X
210 Ash, green 28.0 Good 3 X
211 Ash, green 11.0 Good 2 X
212 Ash, green 11.5 Good 1 X
213 Ash, green 12.0 Good 1 X
214 Cherry, black 9.0 Good 1 X
215 Ash, green 15.0 Good 1 X
216 Ash, green 14.0 Fair 2
217 Boxelder 12.5 Fair 1
218 Boxelder 13.0 Fair 1
219 Boxelder 12.5 Fair 1
220 Ash, green 8.5 Good 1
221 Ash, green 10.0 Good 1
222 Ash, green 8.0 Good 1
223 Ash, green 8.5 Good 1
224 Ash, green 10.0 Good 1
225 Ash, green 11.0 Good 1
226 Ash, green 23.0 Good 2
227 Ash, green 15.0 Good 1
228 Ash, green 12.5 Good 1
229 Ash, green 12.0 Good 1
230 Ash, green 10.0 Good 1
231 Ash, green 12.0 Good 1
232 Ash, green 9.0 Good 1 X
233 Ash, green 14.0 Good 1
234 Ash, green 9.0 Good 1
235 Ash, green 9.0 Good 1
236 Ash, green 9.0 Good 1
237 Ash, green 10.5 Good 1
238 Ash, green 10.5 Good 1
239 Ash, green 8.0 Good 1
240 Ash, green 9.0 Good 1
241 Ash, green 8.0 Good 1
242 Ash, green 10.0 Good 1
243 Ash, green 9.5 Good 1
244 Ash, green 10.5 Good 1
245 Willow 45.0 Fair 1
246 Ash, green 9.5 Good 1
247 Ash, green 8.0 Good 1
248 Ash, green 11.0 Good 1
249 Ash, green 15.0 Good 1
250 Ash, green 13.5 Good 1
251 Ash, green 8.0 Good 1
252 Ash, green 13.5 Good 1
253 Ash, green 8.5 Good 1
254 Ash, green 8.5 Fair 1
255 Ash, green 12.5 Fair 1
256 Ash, green 9.5 Good 1
257 Ash, green 12.0 Good 1
258 Ash, green 10.5 Good 1
259 Ash, green 18.5 Good 2
260 Ash, green 29.0 Fair 1
261 Ash, green 13.0 Good 1
262 Ash, green 15.0 Good 1
263 Ash, green 17.5 Good 1
264 Ash, green 15.0 Good 2
265 Ash, green 13.0 Good 1
266 Ash, green 9.0 Good 1
267 Ash, green 12.5 Good 1
268 Ash, green 14.0 Good 1
269 Ash, green 11.5 Good 1
270 Ash, green 13.0 Good 1
271 Ash, green 17.0 Good 1
272 Ash, green 11.5 Good 1
273 Ash, green 12.5 Good 1
274 Ash, green 8.0 Good 1
275 Ash, green 9.5 Good 1
276 Ash, green 8.5 Good 1
277 Ash, green 10.0 Good 1
278 Ash, green 11.0 Good 1
279 Ash, green 9.5 Good 1
Tree #Species DBH Condition Stems Lost
280 Ash, green 18.0 Good 1
281 Ash, green 9.0 Good 1
282 Ash, green 8.5 Good 1
283 Ash, green 15.0 Fair 1
284 Ash, green 15.0 Good 1
285 Ash, green 85.0 Good 1
286 Ash, green 9.5 Good 1
287 Ash, green 8.5 Good 1
288 Ash, green 8.0 Good 1
289 Cherry, black 14.0 Good 1
290 Ash, green 10.5 Fair 1
291 Ash, green 10.0 Good 1
292 Redcedar 5.5 Good 1
293 Ash, green 9.0 Good 1
294 Ash, green 13.5 Good 1
295 Ash, green 10.0 Good 1
296 Ash, green 9.5 Good 1
297 Ash, green 9.5 Good 1
298 Ash, green 12.0 Good 1
299 Crabapple 8.5 Fair 1
300 Cherry, black 9.0 Fair 1
301 Ash, green 30.0 Good 1
302 Cherry, black 8.5 Good 1
303 Ash, green 16.0 Good 1
304 Ash, green 8.0 Good 1
305 Ash, green 9.0 Good 1
306 Ash, green 10.5 Good 1
307 Ash, green 9.0 Good 1
308 Ash, green 8.0 Good 1
309 Ash, green 10.0 Good 1
310 Ash, green 8.5 Good 1
311 Ash, green 8.0 Good 1
312 Ash, green 9.5 Good 1
313 Ash, green 8.5 Good 1
314 Ash, green 8.5 Good 1
315 Ash, green 11.5 Good 2
316 Oak, red 22.0 Fair 1
317 Oak, red 24.0 Fair 1
318 Oak, red 63.0 Fair 4
319 Ash, green 11.5 Good 1
320 Boxelder 32.0 Fair 1
321 Boxelder 11.5 Good 1
322 Oak, red 16.5 Good 1
323 Oak, red 16.5 Fair 1
324 Hickory, bitternut 12.0 Good 1
325 Oak, bur 42.0 Good 1
326 Boxelder 12.0 Good 1
327 Boxelder 15.0 Good 1
328 Oak, bur 11.0 Good 1
329 Basswood 22.0 Good 2
330 Basswood 13.5 Good 1
331 Basswood 15.5 Good 1
332 Basswood 34.0 Fair 2
333 Basswood 15.5 Good 1
334 Ash, green 10.5 Good 1
335 Boxelder 18.0 Fair 1
336 Ash, green 9.5 Good 1
337 Oak, bur 18.0 Good 1
338 Basswood 20.0 Fair 1
339 Basswood 20.0 Fair 1
340 Ash, green 8.0 Fair 1
341 Elm, American 9.5 Good 1
342 Oak, bur 18.5 Good 1
343 Oak, bur 27.0 Good 1
344 Oak, bur 31.0 Good 1
345 Oak, bur 14.5 Good 1
346 Oak, bur 16.0 Fair 1
347 Basswood 12.0 Good 1
348 Oak, bur 25.0 Good 1
349 Oak, bur 20.0 Good 1
350 Oak, bur 10.0 Good 1
351 Oak, bur 25.0 Fair 1
352 Oak, bur 14.0 Good 1
353 Oak, bur 14.5 Good 1
354 Oak, bur 35.0 Good 2
355 Hickory, bitternut 10.5 Good 1
356 Elm, red 10.5 Good 1
357 Oak, bur 30.0 Fair 2
358 Oak, bur 27.0 Fair 1
359 Ash, green 12.5 Good 1
360 Oak, bur 16.5 Fair 1
361 Oak, bur 13.5 Fair 1
362 Oak, red 20.5 Good 1
363 Oak, red 18.0 Good 1
364 Oak, red 20.0 Fair 1
365 Oak, red 17.0 Fair 1
366 Oak, bur 53.0 Good 3
367 Oak, red 8.0 Good 1
368 Oak, bur 12.0 Good 1
369 Ash, green 9.0 Good 1
Tree #Species DBH Condition Stems Lost
370 Oak, bur 13.0 Fair 1
371 Oak, bur 28.0 Good 2
372 Oak, red 11.5 Good 1
373 Oak, red 11.5 Fair 1
374 Oak, bur 17.0 Good 1
375 Oak, red 12.5 Good 1
376 Oak, bur 27.5 Good 2
377 Oak, bur 20.0 Good 1
378 Oak, red 17.5 Good 1
379 Oak, bur 19.5 Good 1
380 Oak, bur 20.0 Good 1
381 Oak, red 13.0 Good 1
382 Oak, bur 25.5 Good 1
383 Oak, red 19.5 Good 1
384 Oak, bur 21.5 Good 1
385 Oak, red 26.0 Good 1
386 Oak, bur 32.0 Good 1
387 Oak, bur 16.5 Good 1
388 Oak, bur 10.5 Fair 1
389 Cottonwood 10.0 Good 1
390 Basswood 35.0 Fair 3
401 Oak, red 9.0 Good 1
402 Ash, green 9.0 Good 1
403 Maple, sugar 8.0 Fair 1
404 Oak, red 25.0 Good 1
405 Oak, red 25.0 Good 1
406 Oak, red 22.5 Good 1
407 Maple, sugar 9.0 Good 1
408 Oak, bur 11.0 Good 1
409 Maple, sugar 9.0 Good 1 X
410 Ash, green 8.5 Good 1 X
411 Hickory, bitternut 8.5 Good 1
412 Hickory, bitternut 9.0 Good 1
413 Ash, green 8.0 Good 1
414 Maple, sugar 8.0 Fair 1
415 Maple, sugar 9.5 Good 1
416 Oak, bur 23.0 Good 1
417 Maple, sugar 9.5 Good 1 X
418 Maple, sugar 12.0 Good 1
419 Maple, sugar 9.5 Good 1
420 Cherry, black 10.5 Good 1
421 Maple, sugar 8.0 Good 1
422 Maple, sugar 11.0 Good 1
423 Hickory, bitternut 12.0 Good 1
424 Hickory, bitternut 9.5 Good 1
425 Maple, sugar 14.0 Good 1
426 Maple, sugar 15.5 Good 1
427 Hickory, bitternut 11.0 Good 1
428 Hickory, bitternut 11.0 Good 1
429 Maple, sugar 10.0 Good 1
430 Maple, sugar 12.5 Good 1
431 Maple, sugar 10.0 Good 1
432 Maple, sugar 11.0 Good 1
433 Ash, green 9.0 Good 1
434 Ash, green 9.5 Good 1
435 Hickory, bitternut 14.0 Good 1
436 Oak, bur 21.0 Good 1 X
437 Basswood 9.5 Good 1
438 Hickory, bitternut 8.0 Good 1 X
439 Hickory, bitternut 8.0 Good 1
440 Hickory, bitternut 9.0 Good 1
441 Ironwood 10.5 Good 1
442 Hickory, bitternut 9.5 Good 1
443 Oak, bur 25.5 Good 1 X
444 Oak, bur 31.5 Good 1
445 Elm, American 29.0 Good 1
446 Hickory, bitternut 12.5 Good 1
447 Elm, Siberian 13.0 Good 1
448 Ash, green 9.0 Good 1
449 Basswood 9.0 Good 1
450 Elm, American 9.5 Good 1
451 Elm, American 11.0 Good 1
452 Hickory, bitternut 13.0 Good 1
453 Ash, green 11.5 Good 1
454 Elm, American 8.0 Good 1
455 Hickory, bitternut 8.0 Good 1 X
456 Ash, green 13.5 Good 1 X
457 Elm, American 10.5 Good 1 X
458 Hickory, bitternut 10.0 Good 1
459 Ash, green 10.5 Fair 1
460 Ash, green 20.0 Good 1
461 Ash, green 8.5 Good 1
462 Ash, green 12.0 Fair 1
463 Boxelder 8.0 Good 1
464 Ash, green 10.5 Good 1 X
465 Ash, green 8.5 Fair 1
466 Ash, green 9.0 Good 1
467 Ash, green 9.5 Good 1
468 Ash, green 15.5 Good 1
469 Ash, green 11.0 Fair 1
470 Ash, green 8.0 Good 1
471 Ash, green 11.0 Good 1
472 Ash, green 10.5 Good 1
473 Ash, green 10.0 Fair 1
474 Ash, green 13.5 Good 1
475 Ash, green 14.0 Good 1
476 Ash, green 12.0 Good 1
477 Ash, green 15.5 Good 1
478 Ash, green 8.0 Good 1
479 Hickory, bitternut 9.0 Good 1
Tree #Species DBH Condition Stems Lost
481 Elm, American 11.0 Good 1
482 Ash, green 16.0 Good 1
483 Ash, green 8.5 Good 1
484 Ash, green 14.5 Good 1
485 Ash, green 17.0 Good 1
486 Ash, green 10.5 Good 1
487 Ash, green 10.5 Good 1
488 Ash, green 11.0 Good 1
489 Ash, green 9.0 Good 1
490 Ash, green 14.5 Good 1
491 Ash, green 18.0 Good 1
492 Ash, green 8.0 Good 1
493 Ash, green 16.0 Good 1
494 Elm, American 10.0 Good 1
495 Ash, green 15.5 Good 1
496 Hickory, bitternut 9.0 Good 1
497 Hickory, bitternut 12.5 Good 1
498 Hickory, bitternut 9.0 Good 1
499 Ash, green 8.5 Good 1 X
500 Basswood 10.0 Good 1 X
501 Hickory, bitternut 9.5 Good 1 X
502 Ash, green 26.5 Good 1 X
503 Cherry, black 8.5 Fair 1 X
504 Hickory, bitternut 10.0 Good 1 X
505 Basswood 10.0 Fair 1 X
506 Ash, green 16.0 Fair 1 X
507 Ash, green 8.5 Good 1 X
508 Ash, green 12.0 Good 1
509 Ash, green 14.0 Good 1
510 Ash, green 9.0 Good 1
511 Ash, green 12.0 Fair 1
512 Ash, green 12.0 Good 1
513 Ash, green 13.5 Good 1
514 Hickory, bitternut 10.0 Good 1
515 Ash, green 15.5 Good 1
516 Ash, green 9.0 Fair 1 X
517 Hickory, bitternut 10.0 Good 1 X
518 Ash, green 8.0 Good 1 X
519 Ash, green 9.0 Good 1 X
520 Ash, green 9.0 Good 1
521 Ash, green 24.0 Good 1
522 Ash, green 10.0 Good 1
523 Ash, green 8.5 Good 1
524 Hickory, bitternut 9.5 Good 1
525 Oak, bur 36.0 Good 1
526 Oak, bur 15.5 Fair 1 X
527 Basswood 11.5 Good 1
528 Oak, bur 32.0 Good 1
529 Cherry, black 9.5 Fair 1
530 Oak, red 17.0 Fair 1
531 Oak, bur 16.5 Good 1
532 Oak, bur 16.0 Fair 1 X
533 Basswood 8.0 Good 1
534 Oak, bur 27.0 Good 1
535 Oak, bur 21.5 Good 1
536 Oak, bur 17.5 Good 1
537 Basswood 12.0 Fair 1 X
538 Hickory, bitternut 14.5 Good 1 X
539 Oak, bur 24.0 Good 1 X
540 Oak, bur 24.0 Good 1 X
541 Oak, bur 20.0 Good 1
542 Oak, bur 12.0 Good 1
543 Oak, bur 18.0 Fair 1
544 Basswood 9.0 Good 1
545 Basswood 12.0 Good 1 X
546 Basswood 8.0 Good 1 X
547 Hickory, bitternut 8.5 Good 1
548 Basswood 10.0 Good 1
549 Hickory, bitternut 9.5 Good 1
550 Ash, green 12.5 Good 1
551 Basswood 12.0 Fair 1
552 Maple, sugar 8.5 Good 1
553 Oak, white 34.0 Good 1 X
554 Oak, white 26.0 Fair 1
555 Oak, red 25.0 Fair 1
556 Ash, green 8.0 Good 1
557 Elm, American 8.5 Good 1
558 Ash, green 9.0 Good 1
559 Aspen 11.0 Good 1
560 Oak, white
561 Ironwood 13.0 Fair 1
562 Maple, sugar 9.0 Good 1
563 Ash, green 9.0 Good 1
564 Oak, red 9.5 Good 1
565 Oak, red 11.0 Good 1
566 Ash, green 9.5 Good 1
567 Oak, red 10.0 Good 1
568 Cherry, black 9.0 Good 1
569 Ash, green 8.0 Good 1
570 Oak, red 36.0 Good 1
571 Oak, red 9.5 Good 1
572 Oak, red 9.0 Good 1
573 Basswood 9.0 Good 1
574 Oak, white 47.0 Good 1
575 Maple, sugar 12.5 Good 1
576 Hickory, bitternut 8.0 Good 1
577 Hickory, bitternut 8.0 Good 1
578 Oak, red 10.0 Good 1
579 Basswood 10.0 Good 1
Tree #Species DBH Condition Stems Lost
81 Ash, green 8.5 Good 1 X
82 Ash, green 10.0 Good 1 X
83 Ash, green 11.5 Good 1 X
84 Ash, green 8.0 Good 1 X
85 Ash, green 8.0 Good 1
86 Ash, green 10.0 Good 1
87 Ash, green 8.0 Good 1
88 Ash, green 9.5 Good 1 X
89 Ash, green 17.0 Fair 1
90 Ash, green 8.5 Good 1
91 Ash, green 11.0 Good 1
92 Ash, green 8.5 Good 1 X
93 Ash, green 9.0 Good 1 X
94 Ash, green 10.0 Good 1 X
95 Ash, green 10.5 Good 1
96 Ash, green 12.5 Good 1
97 Ash, green 8.0 Good 1
98 Ash, green 13.0 Fair 2
99 Ash, green 12.5 Good 1
100 Cherry, black 11.0 Fair 1
101 Spruce, Norway 27.5 Good 1 X
102 Spruce, Norway 17.0 Good 1
103 Spruce, Norway 20.0 Good 1
104 Spruce, Norway 17.0 Good 1
105 Spruce, Norway 24.0 Good 1 X
106 Spruce, Norway 20.5 Good 1 X
107 Spruce, Norway 20.0 Good 1 X
108 Spruce, Norway 25.0 Good 1 X
109 Spruce, Norway 23.0 Good 1 X
110 Redcedar 17.0 Good 1 X
111 Redcedar 13.5 Good 1 X
112 Spruce, Norway 20.0 Good 1 X
113 Spruce, Norway 19.0 Good 1 X
114 Spruce, Norway 8.5 Fair 1 X
115 Spruce, Norway 6.5 Good 1 X
116 Spruce, Norway 10.0 Good 1 X
117 Spruce, Norway 18.5 Good 1 X
118 Spruce, Norway 11.0 Good 1 X
119 Boxelder 15.5 Fair 1 X
120 Boxelder 13.0 Good 1 X
121 Cottonwood 20.0 Good 1 X
122 Redcedar 5.0 Good 1 X
123 Cottonwood 19.5 Fair 1 X
124 Boxelder 18.0 Fair 1 X
125 Boxelder 12.5 Fair 1 X
126 Boxelder 13.0 Fair 1 X
127 Boxelder 13.0 Fair 1 X
128 Elm, American 9.0 Fair 1 X
129 Boxelder 11.0 Fair 1 X
130 Elm, American 11.0 Good 1
131 Ash, green 13.0 Good 2
132 Willow 19.5 Fair 1
133 Boxelder 23.0 Fair 1
134 Willow 10.0 Fair 1
135 Willow 47.0 Good 4
136 Willow 22.5 Good 2
137 Boxelder 9.0 Fair 1
138 Boxelder 11.0 Fair 1
139 Boxelder 13.0 Fair 2
140 Willow 32.0 Fair 2
141 Cottonwood 32.0 Fair 1
142 Ash, green 10.0 Good 1
143 Willow 18.0 Good 1
144 Willow 17.0 Fair 1
145 Boxelder 8.5 Good 1
146 Willow 38.0 Fair 1
147 Boxelder 13.5 Good 1
148 Boxelder 9.0 Good 1
149 Elm, American 12.0 Good 1
150 Willow 36.0 Fair 1
151 Boxelder 8.5 Fair 1
152 Boxelder 8.0 Good 1
153 Boxelder 10.0 Good 1
154 Boxelder 9.5 Good 1
155 Boxelder 8.0 Fair 1
156 Boxelder 11.0 Fair 1
157 Boxelder 8.0 Good 1
158 Boxelder 10.5 Fair 1 X
159 Boxelder 8.0 Fair 1 X
160 Cottonwood 23.0 Good 1 X
161 Cottonwood 15.0 Good 1 X
162 Cottonwood 23.0 Good 1 X
163 Boxelder 8.0 Fair 1
164 Boxelder 8.0 Fair 1
165 Boxelder 15.0 Fair 2
166 Boxelder 9.5 Fair 1
167 Willow 32.0 Good 1
168 Willow 53.0 Fair 4
169 Ash, green 8.5 Good 1
170 Boxelder 10.5 Fair 1
171 Boxelder 10.5 Fair 1
172 Boxelder 10.5 Fair 1
173 Boxelder 9.5 Good 1
174 Boxelder 8.0 Fair 1 X
175 Boxelder 18.0 Fair 1 X
176 Boxelder 9.0 Good 1 X
177 Cottonwood 26.0 Good 1 X
178 Redcedar 17.5 Good 1 X
179 Redcedar 21.5 Good 1 X
Tree #Species DBH Condition Stems Lost
580 Cherry, black 8.5 Good 1
581 Basswood 8.0 Good 1
582 Ash, green 9.5 Good 1
583 Basswood 9.5 Good 1
584 Ash, green 9.0 Good 1
585 Ash, green 9.0 Good 1
586 Hickory, bitternut 12.0 Fair 1
587 Hickory, bitternut 9.5 Good 1
588 Hickory, bitternut 11.0 Good 1
589 Basswood 25.0 Good 3
590 Basswood 8.0 Fair 1
591 Ash, green 10.0 Good 1
592 Oak, bur 36.0 Good 1
593 Oak, bur 33.5 Good 1 X
594 Oak, bur 26.5 Good 1 X
595 Elm, American 13.5 Good 1
596 Hickory, bitternut 11.0 Good 1
597 Hickory, bitternut 8.0 Good 1
598 Ash, green 14.0 Fair 1
599 Ash, green 8.5 Good 1
600 Hickory, bitternut 12.0 Good 1
601 Oak, white 45.5 Fair 1
602 Hickory, bitternut 9.0 Good 1
603 Ash, green 8.5 Good 1
604 Ash, green 8.0 Good 1
605 Ash, green 10.0 Good 1
606 Oak, red 13.0 Good 1
607 Basswood 19.5 Fair 3
608 Cherry, black 9.0 Fair 1
609 Oak, red 12.0 Good 1
610 Ash, green 8.5 Good 1
611 Cherry, black 9.0 Good 1
612 Oak, red 8.0 Good 1
613 Oak, red 9.0 Good 1
614 Oak, white 34.0 Good 1
615 Ash, green 14.0 Good 1
616 Oak, red 8.0 Good 1
617 Ash, green 10.5 Good 1
618 Oak, red 9.5 Good 1
619 Oak, white 21.0 Good 1
620 Oak, red 8.5 Good 1
621 Oak, red 12.0 Good 1
622 Oak, red 13.5 Good 1
623 Oak, red 11.5 Good 1
624 Oak, red 10.5 Good 1
625 Oak, white 9.5 Fair 1
626 Oak, red 12.5 Good 1
627 Oak, white 25.0 Fair 1
628 Oak, bur 16.0 Fair 2
801 Ash, green 8.5 Good 1
802 Ash, green 14.5 Good 1
803 Ash, green 16.5 Good 1
804 Ash, green 14.0 Good 1
805 Ash, green 18.0 Good 1
806 Ash, green 9.0 Good 1
807 Elm, American 17.0 Good 2
808 Ash, green 8.0 Good 1
809 Boxelder 8.5 Good 1
810 Ash, green 11.5 Good 1
811 Ash, green 8.0 Good 1
812 Ash, green 11.5 Good 1
813 Ash, green 12.0 Good 1
814 Ash, green 12.0 Good 1
815 Ash, green 25.0 Fair 1
816 Hickory, bitternut 10.5 Good 1
817 Ash, green 10.0 Good 1 X
818 Ash, green 8.5 Fair 1
819 Cherry, black 8.5 Good 1
820 Ash, green 10.5 Good 1 X
821 Cherry, black 9.0 Good 1 X
822 Ash, green 8.0 Good 1
823 Elm, American 9.0 Good 1
824 Elm, American 9.5 Good 1 X
825 Cherry, black 8.0 Good 1
826 Ash, green 19.0 Fair 1
827 Ash, green 12.0 Good 1
828 Ash, green 8.5 Good 1
829 Ash, green 9.0 Good 1 X
830 Cherry, black 16.0 Fair 1 X
831 Ash, green 14.0 Good 1
832 Ash, green 13.5 Good 1
833 Ash, green 8.0 Good 1 X
834 Cherry, black 10.5 Good 1 X
835 Ash, green 10.5 Fair 1 X
836 Ash, green 30.0 Fair 1
837 Ash, green 11.5 Good 1 X
838 Ash, green 18.5 Good 1 X
839 Ash, green 8.0 Good 1
840 Ash, green 9.0 Good 1
841 Ash, green 10.0 Good 2 X
842 Ash, green 10.0 Good 2 X
843 Ash, green 18.0 Good 1 X
844 Ash, green 8.5 Good 1 X
845 Ash, green 16.5 Good 1 X
846 Ash, green 8.0 Good 1 X
847 Ash, green 12.0 Good 1 X
848 Ash, green 27.0 Fair 2 X
849 Ash, green 15.5 Good 1 X
850 Ash, green 13.0 Good 1 X
851 Ash, green 13.0 Good 1 X
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:
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L103MEH003.dwg
Tree Preservation Plan
L1.3
TREE PRESERVATION LIST
Tree #Species DBH Condition Stems Lost
852 Elm, American 15.5 Fair 1 X
853 Ash, green 23.0 Fair 1 X
854 Ash, green 9.0 Fair 1 X
855 Ash, green 13.0 Fair 1 X
856 Ash, green 9.0 Good 1 X
857 Ash, green 10.0 Fair 1 X
858 Oak, bur 10.5 Good 1 X
859 Ash, green 18.5 Fair 1 X
860 Ash, green 29.0 Fair 2 X
861 Ash, green 9.0 Fair 1 X
862 Cherry, black 9.0 Good 1 X
863 Cherry, black 9.5 Good 1 X
864 Ash, green 13.0 Fair 1 X
865 Ash, green 11.0 Good 1 X
866 Ash, green 8.5 Fair 1 X
867 Ash, green 9.0 Fair 1 X
868 Ash, green 9.5 Fair 1 X
869 Ash, green 8.0 Fair 1 X
870 Ash, green 8.0 Fair 1 X
871 Oak, bur 9.5 Good 1 X
872 Ash, green 12.5 Fair 1 X
873 Ash, green 13.5 Fair 1 X
874 Cherry, black 10.5 Good 1 X
875 Willow 22.0 Good 1 X
876 Basswood 28.0 Good 2 X
877 Ash, green 15.0 Fair 1 X
878 Cherry, black 16.0 Good 1 X
879 Cherry, black 14.5 Good 1 X
880 Cherry, black 8.0 Good 1 X
881 Ash, green 15.0 Good 1 X
882 Ash, green 15.0 Fair 1 X
883 Ash, green 9.5 Good 1 X
884 Ash, green 8.5 Fair 1 X
885 Ash, green 10.0 Good 1 X
886 Ash, green 8.0 Fair 1 X
887 Ash, green 10.5 Good 1 X
888 Ash, green 9.0 Fair 1 X
889 Ash, green 10.5 Good 1 X
890 Ash, green 8.5 Fair 1
891 Ash, green 31.0 Fair 1
892 Ash, green 17.5 Fair 1 X
893 Oak, bur 10.0 Good 1 X
894 Ash, green 17.0 Fair 1 X
895 Oak, bur 13.0 Good 1 X
896 Ash, green 18.0 Fair 1 X
897 Oak, bur 9.0 Good 1 X
898 Ash, green 13.5 Fair 1 X
899 Ash, green 8.5 Fair 1 X
900 Ash, green 8.5 Fair 1 X
901 Ash, green 12.5 Good 1 X
902 Ash, green 10.5 Fair 1
903 Oak, red 13.0 Good 1 X
904 Ash, green 19.0 Good 1 X
905 Ash, green 8.5 Fair 1 X
906 Ash, green 9.0 Good 1 X
907 Ash, green 8.0 Good 1 X
908 Ash, green 9.5 Good 1 X
909 Oak, bur 9.0 Good 1 X
910 Ash, green 8.5 Fair 1 X
911 Ash, green 8.0 Fair 1 X
912 Ash, green 16.5 Fair 1 X
913 Willow 55.0 Good 3
914 Ash, green 15.0 Fair 1
915 Ash, green 12.0 Good 1
916 Ash, green 9.5 Good 1
917 Ash, green 11.0 Good 1
918 Ash, green 21.0 Good 1
919 Oak, bur 8.0 Good 1
920 Ash, green 11.5 Good 1
921 Ash, green 33.5 Good 3
922 Ash, green 8.0 Fair 1
923 Willow 14.0 Fair 1
924 Ash, green 8.0 Fair 1
925 Ash, green 19.0 Good 2
926 Ash, green 11.0 Good 1
927 Ash, green 10.5 Good 1
928 Ash, green 8.5 Good 1
929 Ash, green 22.0 Good 1
930 Ash, green 11.0 Good 1
931 Ash, green 11.5 Fair 1
932 Ash, green 19.0 Good 1
933 Willow 21.0 Fair 1
934 Ash, green 10.0 Good 1
935 Ash, green 18.5 Fair 2
936 Ash, green 10.0 Good 1
937 Ash, green 9.0 Good 1
938 Ash, green 12.0 Good 1
939 Ash, green 13.0 Good 1
940 Ash, green 13.0 Good 1 X
941 Ash, green 8.5 Good 1 X
942 Ash, green 9.5 Good 2 X
943 Ash, green 11.5 Good 1 X
944 Ash, green 12.0 Good 1 X
945 Ash, green 11.0 Good 1 X
946 Basswood 20.5 Good 2 X
947 Oak, red 13.0 Good 1 X
948 Ash, green 11.5 Good 1 X
949 Elm, American 10.5 Good 1 X
950 Ash, green 8.5 Good 1 X
951 Ash, green 12.0 Good 1 X
952 Ash, green 9.5 Good 1
953 Ash, green 12.5 Good 2
Tree #Species DBH Condition Stems Lost
954 Ash, green 12.5 Good 1
955 Ash, green 42.0 Good 1 X
956 Cherry, black 8.0 Good 1 X
957 Ash, green 13.0 Good 1 X
958 Ash, green 10.0 Good 1 X
959 Ash, green 8.0 Good 1 X
960 Ash, green 8.0 Good 1 X
961 Ash, green 8.0 Good 1 X
962 Ash, green 10.0 Good 1 X
963 Boxelder 10.5 Good 1 X
964 Ash, green 11.0 Good 1 X
965 Ash, green 9.5 Good 1 X
966 Oak, bur 28.0 Good 1 X
967 Ash, green 13.0 Good 1 X
968 Ash, green 10.0 Good 1 X
969 Hickory, bitternut 12.0 Good 1 X
970 Ash, green 11.0 Good 1 X
971 Ash, green 11.5 Good 1 X
972 Ash, green 12.0 Fair 1 X
973 Elm, American 9.0 Good 1 X
974 Ironwood 8.0 Good 1 X
975 Oak, bur 31.0 Good 1 X
976 Cherry, black 8.5 Good 1 X
977 Elm, American 8.0 Good 1 X
978 Ash, green 8.5 Good 1 X
979 Oak, bur 33.0 Good 1 X
980 Ash, green 8.0 Good 1 X
981 Ash, green 10.0 Good 1
982 Ash, green 12.0 Good 1 X
983 Elm, American 8.5 Good 1 X
984 Ash, green 10.0 Good 1 X
985 Ash, green 9.0 Good 1 X
986 Cherry, black 10.0 Good 1 X
987 Ash, green 17.0 Good 1 X
988 Ash, green 14.0 Good 1 X
989 Basswood 19.0 Good 1 X
990 Oak, bur 23.0 Fair 1 X
991 Oak, bur 30.0 Good 1 X
992 Ash, green 11.5 Good 1 X
993 Cherry, black 13.0 Fair 1 X
994 Oak, white 36.0 Good 1 X
995 Ash, green 10.0 Good 1 X
996 Ash, green 8.5 Good 1 X
997 Cherry, black 11.5 Good 1 X
998 Cherry, black 8.5 Good 1 X
999 Ash, green 10.5 Good 1 X
1000 Ash, green 8.5 Good 1 X
1001 Willow 68.0 Fair 1 X
1002 Ash, green 9.5 Good 1 X
1003 Elm, American 13.0 Good 1 X
1004 Ash, green 9.5 Good 1 X
1005 Ash, green 11.0 Good 1 X
1006 Ash, green 8.5 Good 1 X
1007 Ash, green 15.5 Good 1 X
1008 Ash, green 12.5 Good 1 X
1009 Ash, green 8.5 Good 1 X
1010 Ash, green 8.0 Good 1 X
1011 Willow 14.0 Fair 2 X
1012 Cottonwood 22.0 Good 1 X
1013 Willow 11.0 Good 1 X
1014 Cottonwood 8.5 Good 1 X
1015 Cottonwood 17.0 Good 1 X
1016 Cottonwood 19.5 Good 1 X
1017 Ash, green 9.5 Good 1 X
1018 Ash, green 10.0 Good 1 X
1019 Ash, green 8.5 Good 1 X
1020 Ash, green 8.5 Good 1 X
1021 Ash, green 10.5 Good 1 X
1022 Ash, green 8.5 Good 1 X
1023 Willow 24.0 Good 3 X
1024 Ash, green 8.0 Good 1 X
1025 Ash, green 16.0 Fair 2 X
1026 Boxelder 13.5 Good 1 X
1027 Cottonwood 36.0 Good 1 X
1028 Ash, green 19.5 Good 1 X
1029 Boxelder 21.0 Fair 1 X
1030 Ash, green 41.0 Good 4 X
1031 Boxelder 15.5 Fair 1 X
1032 Boxelder 22.5 Good 2 X
1033 Boxelder 25.0 Fair 3 X
1034 Ash, green 11.5 Good 1 X
1035 Elm, American 12.5 Good 1 X
1036 Boxelder 11.0 Good 1 X
1037 Boxelder 9.5 Good 1 X
1038 Boxelder 26.0 Fair 3 X
1039 Boxelder 17.0 Fair 5 X
1040 Boxelder 12.0 Good 1
1041 Boxelder 9.0 Good 2
1042 Ash, green 20.0 Good 4
1043 Boxelder 9.0 Good 1 X
1044 Boxelder 9.5 Good 1 X
1045 Boxelder 25.0 Fair 2 X
1046 Boxelder 14.0 Good 1 X
1047 Ash, green 9.5 Good 1 X
1048 Ash, green 21.0 Fair 1 X
1049 Basswood 14.0 Fair 3
1050 Basswood 9.5 Good 1
1051 Basswood 20.0 Fair 1 X
1052 Boxelder 15.0 Good 1 X
Tree #Species DBH Condition Stems Lost
1053 Boxelder 20.0 Fair 4 X
1054 Boxelder 8.5 Fair 2 X
1055 Ash, green 10.0 Fair 2 X
1056 Boxelder 9.0 Fair 1 X
1057 Boxelder 11.0 Good 1 X
1058 Boxelder 10.0 Fair 1 X
1059 Boxelder 10.0 Good 1 X
1060 Ash, green 9.0 Good 1 X
1061 Ash, green 13.0 Fair 4
1062 Ash, green 8.5 Fair 2 X
1063 Ash, green 9.0 Good 1
1064 Ash, green 8.0 Good 1
1065 Ash, green 9.0 Fair 1
1066 Boxelder 25.0 Fair 5
1067 Cottonwood 17.0 Good 1 X
1068 Boxelder 15.0 Good 1 X
1069 Cottonwood 9.5 Good 1 X
1070 Boxelder 8.5 Good 1 X
1071 Boxelder 10.0 Good 1 X
1072 Boxelder 8.0 Good 1 X
1073 Boxelder 10.5 Good 1 X
1074 Boxelder 8.5 Good 1 X
1075 Boxelder 15.0 Fair 1 X
1076 Boxelder 10.0 Good 1 X
1077 Boxelder 28.0 Fair 3 X
1078 Ash, green 8.5 Good 1 X
1079 Boxelder 8.0 Good 1 X
1080 Boxelder 8.5 Good 1 X
1081 Boxelder 11.0 Fair 1 X
1082 Elm, American 8.5 Good 1 X
1083 Boxelder 8.5 Fair 1 X
1084 Boxelder 14.0 Fair 3 X
1085 Boxelder 13.0 Fair 3 X
1086 Boxelder 19.0 Good 1 X
1087 Boxelder 19.0 Good 1 X
1088 Boxelder 14.5 Fair 1 X
1089 Ash, green 14.0 Good 2 X
1090 Boxelder 11.0 Good 1
1091 Ash, green 15.0 Good 2 X
1092 Ash, green 11.5 Good 1 X
1093 Cottonwood 14.5 Good 1 X
1094 Ash, green 16.5 Good 1 X
1095 Boxelder 18.0 Fair 2 X
1096 Ash, green 18.0 Good 1 X
1097 Ash, green 13.5 Fair 1 X
1098 Ash, green 12.0 Fair 1 X
1099 Ash, green 17.5 Good 1
1100 Ash, green 10.0 Good 1
1101 Boxelder 10.0 Good 1
1102 Ash, green 8.0 Good 1
1103 Ash, green 8.0 Good 1
1104 Ash, green 11.0 Good 1
1105 Ash, green 11.0 Good 1
1106 Ash, green 9.5 Good 1
1107 Ash, green 8.5 Good 1
1108 Ash, green 9.5 Good 1
1109 Ash, green 8.0 Good 1
1110 Ash, green 12.0 Good 1
1111 Ash, green 17.0 Good 1
1112 Ash, green 9.5 Good 1 X
1113 Ash, green 8.0 Good 1 X
1114 Ash, green 12.0 Good 1 X
1115 Aspen 11.0 Good 1 X
1116 Boxelder 8.0 Good 1 X
1117 Boxelder 21.0 Good 1 X
1118 Ash, green 9.0 Good 1 X
1119 Ash, green 9.5 Fair 1 X
1120 Ash, green 8.5 Good 1 X
1121 Ash, green 8.0 Good 1 X
1122 Boxelder 17.5 Good 1 X
1123 Ash, green 8.0 Good 1 X
1124 Boxelder 16.0 Good 1
1125 Ash, green 10.0 Good 1 X
1126 Boxelder 9.0 Good 1 X
1127 Ash, green 9.0 Good 1 X
1128 Elm, American 9.0 Good 1 X
1129 Ash, green 12.0 Good 1 X
1130 Ash, green 10.0 Fair 1 X
1131 Ash, green 12.0 Good 1 X
1132 Boxelder 11.5 Good 1 X
1133 Boxelder 12.5 Fair 1
1134 Willow 28.0 Fair 1
1135 Ash, green 14.0 Good 1
1136 Elm, American 10.0 Good 1
1137 Ash, green 8.0 Good 1
1138 Ash, green 9.5 Good 1
1139 Ash, green 10.0 Fair 1
1140 Ash, green 10.0 Fair 1
1141 Ash, green 8.0 Good 1
1142 Ash, green 8.0 Good 1
1143 Ash, green 9.5 Good 1
1144 Ash, green 10.5 Good 1
1145 Ash, green 8.5 Good 1
1146 Ash, green 9.5 Good 1
Tree #Species DBH Condition Stems Lost
1147 Ash, green 8.0 Good 1
1148 Ash, green 9.5 Good 1
1149 Ash, green 13.5 Good 1
1150 Elm, American 17.5 Good 1
1151 Elm, American 13.5 Good 1 X
1152 Boxelder 11.0 Good 1 X
1153 Boxelder 8.0 Good 1 X
1154 Boxelder 20.0 Good 1 X
1155 Boxelder 25.0 Fair 1 X
1156 Boxelder 13.5 Good 1 X
1157 Ash, green 18.5 Fair 2
1158 Ash, green 17.5 Good 1
1159 Ash, green 11.5 Good 1
1160 Ash, green 14.5 Good 1 X
1161 Cottonwood 12.0 Good 1 X
1162 Cottonwood 14.5 Good 1 X
1163 Ash, green 27.0 Fair 4 X
1201 Oak, bur 19.5 Good 1 X
1202 Oak, bur 29.0 Good 1 X
1203 Ash, green 10.5 Good 1 X
1204 Elm, American 10.0 Good 1 X
1205 Elm, American 16.0 Fair 1 X
1206 Oak, bur 29.0 Good 1 X
1207 Ash, green 8.0 Good 1 X
1208 Ash, green 8.0 Good 1 X
1209 Boxelder 8.5 Fair 1 X
1210 Cherry, black 11.0 Good 1 X
1211 Ash, green 8.0 Good 1 X
1212 Elm, American 16.5 Good 1 X
1213 Ash, green 8.0 Good 1 X
1214 Ash, green 8.5 Good 1 X
1215 Ash, green 14.5 Good 1 X
1216 Ash, green 13.5 Good 1 X
1217 Ash, green 8.5 Good 1 X
1218 Oak, bur 22.5 Good 1 X
1219 Elm, American 9.5 Good 1 X
1220 Oak, bur 11.0 Fair 1 X
1221 Oak, bur 27.0 Good 1 X
1222 Ash, green 11.5 Good 1 X
1223 Oak, bur 14.5 Good 1 X
1224 Hackberry 13.5 Good 1 X
1225 Ash, green 27.0 Good 1 X
1226 Boxelder 13.0 Good 1 X
1227 Cherry, black 10.0 Good 1 X
1228 Basswood 9.0 Good 1 X
1229 Ash, green 8.0 Good 1 X
1230 Ash, green 8.0 Good 1 X
1231 Basswood 15.5 Good 1 X
1232 Elm, American 8.5 Good 1 X
1233 Ash, green 9.5 Good 1 X
1234 Basswood 18.0 Fair 1 X
1235 Basswood 28.0 Fair 1 X
1236 Ash, green 8.0 Fair 1 X
1237 Ash, green 11.5 Good 1 X
1238 Ash, green 32.0 Fair 3 X
1239 Ash, green 12.5 Good 1 X
1240 Ash, green 15.0 Good 1 X
1241 Ash, green 11.0 Good 1 X
1242 Ash, green 11.5 Good 1 X
1243 Ash, green 25.0 Fair 4 X
1244 Boxelder 14.5 Fair 1 X
1245 Oak, bur 17.0 Good 1 X
1246 Ash, green 8.0 Good 1 X
1247 Boxelder 10.0 Good 1 X
1248 Oak, bur 13.0 Fair 1 X
1249 Elm, American 9.0 Good 1 X
1250 Ash, green 10.0 Good 1 X
1251 Elm, American 13.0 Good 1 X
1252 Ash, green 12.5 Fair 1 X
1253 Boxelder 10.5 Fair 1 X
1254 Elm, American 13.0 Good 1 X
1255 Elm, Siberian 15.0 Good 1 X
1256 Ash, green 9.5 Good 1 X
1257 Oak, bur 20.0 Good 1 X
1258 Elm, Siberian 8.5 Good 1 X
1259 Oak, bur 16.0 Good 1 X
1260 Oak, bur 30.0 Good 1 X
1261 Oak, bur 14.5 Good 1 X
1262 Elm, red 9.5 Good 1 X
1263 Elm, American 13.5 Good 1 X
1264 Elm, red 8.5 Good 1 X
1265 Oak, bur 23.0 Good 1 X
1266 Oak, bur 22.5 Good 1 X
1267 Oak, bur 32.0 Good 1 X
1268 Oak, bur 23.0 Good 1 X
1269 Oak, bur 29.0 Good 1 X
1270 Elm, red 8.0 Good 1 X
1271 Oak, bur 21.5 Fair 1 X
1272 Elm, American 17.5 Good 1 X
1273 Ash, green 16.0 Good 1 X
1274 Basswood 26.0 Fair 1 X
1275 Ash, green 13.0 Good 1 X
1276 Ash, green 14.0 Good 1 X
1277 Ash, green 9.0 Fair 1 X
1278 Oak, red 12.5 Good 1 X
1279 Ash, green 23.0 Good 1 X
1280 Ash, green 8.0 Fair 1 X
1281 Ash, green 11.5 Good 1 X
1282 Ash, green 12.0 Good 1 X
Tree #Species DBH Condition Stems Lost
1283 Ash, green 20.5 Good 1 X
1284 Basswood 28.0 Good 2 X
1285 Ash, green 9.5 Good 1 X
1286 Ash, green 10.0 Good 1 X
1287 Basswood 10.0 Good 1 X
1288 Ash, green 10.0 Good 1 X
1289 Ash, green 8.5 Good 1 X
1290 Maple, sugar 19.5 Fair 1 X
1291 Elm, American 20.5 Good 1 X
1292 Ash, green 10.0 Good 1 X
1293 Oak, bur 23.0 Good 1 X
1294 Elm, red 10.5 Good 1 X
1295 Oak, bur 24.0 Good 1 X
1296 Ash, green 16.5 Good 1 X
1297 Elm, American 10.0 Fair 1 X
1298 Oak, bur 28.0 Good 1 X
1299 Oak, bur 24.0 Good 1 X
1300 Oak, white 12.5 Good 1 X
1301 Oak, bur 30.5 Good 1 X
1302 Boxelder 9.5 Good 1 X
1303 Ash, green 17.0 Fair 1 X
1304 Oak, bur 14.5 Fair 1 X
1305 Elm, red 8.0 Good 1 X
1306 Boxelder 8.5 Good 1 X
1307 Boxelder 10.5 Good 1 X
1308 Boxelder 9.0 Fair 1 X
1309 Cherry, black 9.5 Good 1 X
1310 Ash, green 26.0 Good 1 X
1311 Cherry, black 11.0 Fair 1 X
1312 Ash, green 8.0 Good 1 X
1313 Cherry, black 16.0 Good 1 X
1314 Basswood 19.0 Good 1 X
1315 Ash, green 10.5 Good 1 X
1316 Boxelder 11.5 Fair 1 X
1317 Ash, green 10.5 Good 1 X
1318 Ash, green 15.5 Good 1 X
1319 Ash, green 10.0 Good 1 X
1320 Ash, green 10.0 Good 1 X
1321 Ash, green 9.0 Good 1 X
1322 Basswood 8.5 Good 1 X
1323 Ash, green 18.0 Fair 1 X
1324 Elm, American 8.0 Fair 1 X
1325 Ash, green 9.0 Good 1 X
1326 Ash, green 8.0 Good 1 X
1327 Basswood 26.0 Fair 1 X
1328 Ash, green 8.5 Good 1 X
1329 Basswood 8.0 Good 1 X
1330 Ash, green 8.0 Good 1 X
1331 Boxelder 8.0 Fair 1 X
1332 Cherry, black 15.5 Good 1 X
1333 Ash, green 19.0 Fair 1 X
1334 Elm, red 9.0 Good 1 X
1335 Ash, green 25.0 Good 1 X
1336 Elm, red 9.5 Good 1 X
1337 Cherry, black 14.5 Good 1 X
1338 Boxelder 8.5 Good 1 X
1339 Boxelder 9.0 Good 1 X
1340 Boxelder 8.5 Good 1 X
1341 Boxelder 8.5 Good 1 X
1342 Boxelder 11.5 Good 1 X
1343 Ash, green 9.5 Good 1 X
1344 Oak, red 30.0 Good 1 X
1345 Cherry, black 8.0 Good 1 X
1346 Oak, bur 23.5 Good 1 X
1347 Ash, green 29.0 Fair 1 X
1348 Oak, red 11.5 Good 1 X
1349 Oak, red 36.0 Fair 1 X
1350 Oak, bur 19.5 Good 1 X
1351 Oak, bur 11.0 Good 1 X
1352 Oak, bur 18.5 Good 1 X
1353 Oak, bur 15.5 Good 1 X
1354 Ash, green 21.0 Good 1 X
1355 Oak, bur 16.5 Good 1 X
1356 Basswood 8.0 Good 1 X
1357 Basswood 28.0 Good 1 X
1358 Cherry, black 12.5 Good 1 X
1359 Oak, bur 19.5 Good 1 X
1360 Oak, bur 36.0 Good 1 X
1361 Oak, red 11.5 Good 1 X
1362 Basswood 20.5 Good 1 X
1363 Basswood 13.5 Fair 1 X
1364 Basswood 11.0 Good 1 X
1365 Ash, green 12.5 Good 1 X
1366 Ash, green 18.0 Good 2 X
1367 Ash, green 13.5 Good 2 X
1368 Ash, green 14.0 Fair 1 X
1369 Elm, American 8.5 Good 1 X
1370 Ash, green 9.0 Good 1 X
1371 Ash, green 11.0 Good 1 X
1372 Oak, bur 16.5 Fair 1 X
1373 Oak, bur 37.0 Fair 1 X
1374 Oak, bur 26.0 Good 1 X
1375 Ash, green 9.0 Fair 1 X
1376 Oak, bur 31.5 Fair 1 X
1377 Basswood 9.0 Good 1 X
1378 Cherry, black 10.0 Good 1 X
1379 Oak, bur 34.0 Good 1 X
1380 Ash, green 12.0 Fair 1 X
1381 Basswood 15.0 Good 1 X
Tree #Species DBH Condition Stems Lost
1382 Oak, bur 23.0 Good 1 X
1383 Ash, green 8.5 Good 1 X
1384 Oak, red 9.0 Good 1 X
1385 Basswood 8.0 Good 1 X
1386 Ash, green 10.0 Good 1 X
1387 Ash, green 40.0 Fair 3 X
1388 Cherry, black 15.5 Good 1 X
1389 Oak, red 8.5 Good 1 X
1390 Ash, green 10.5 Good 1 X
1391 Oak, red 19.5 Good 1 X
1392 Basswood 8.0 Good 1 X
1393 Boxelder 8.0 Fair 1 X
1394 Ash, green 9.5 Good 1 X
1395 Ash, green 8.0 Good 1 X
1396 Ash, green 9.5 Good 1 X
1397 Ash, green 8.0 Good 1 X
1398 Ash, green 35.0 Fair 5 X
1399 Elm, American 16.0 Good 1 X
1400 Ash, green 8.5 Good 1 X
5109 TRDE 38 X
5110 TRDE 44 X
5111 TRDE 44 X
70006 Sugar Maple BD 34
70007 White Oak 28
70008 Red Oak 38
70009 Basswood 12
70010 Basswood 9
70011 Red Oak 16
70012 Green and White Ash 13
70013 Basswood 9 X
70014 Green and White Ash 8 X
70015 Black Cherry 12 X
70016 Bitternut Hickory 12 X
70017 Bitternut Hickory 10 X
70018 Bitternut Hickory 8 X
70019 White Oak 34 X
70020 American Elm 11 X
70021 Bur Oak 34 X
70022 Bitternut Hickory 19 X
70023 Red Oak PDBD 36 X
70024 American Elm BD 10 X
70025 American Elm BD 8 X
70026 Bitternut Hickory 12 X
70027 Green and White Ash 10 X
70028 Sugar Maple 9 X
70029 Bitternut Hickory 8 X
70030 Bitternut Hickory 9
70031 Bitternut Hickory 9
70032 American Elm 8
70033 Basswood 9
70034 Sugar Maple 9
70035 Bitternut Hickory 13
70036 Green and White Ash 18 X
70037 Green and White Ash X 9
70038 Green and White Ash 10
70039 Green and White Ash 14
70040 American Elm 11
70041 Sugar Maple 12
70042 Sugar Maple 13
70043 Sugar Maple 8
70044 American Elm 10
70045 Green and White Ash 9
70046 Green and White Ash 8
70047 Green and White Ash 14
70048 Bitternut Hickory 12
70049 Green and White Ash 10
70050 Bitternut Hickory 9
70051 Green and White Ash 9
70052 Black Cherry 10
70053 Green and White Ash BD 10
70054 Bitternut Hickory 11
70055 Bitternut Hickory 10
70056 Green and White Ash 9
70061 Green and White Ash 10
70062 Green and White Ash 8
70063 Green and White Ash 16 X
70064 Green and White Ash 9 X
70065 Green and White Ash 10 X
70066 Bitternut Hickory 8 X
70067 Bitternut Hickory 13 X
70068 Green and White Ash 10 X
70069 Bitternut Hickory 11 X
70070 Bitternut Hickory 10 X
70071 Bitternut Hickory 9 X
70072 Sugar Maple 8 X
70073 Basswood 9 X
70074 Red Oak 8 X
70075 Bur Oak 38 X
70076 White Oak 38 X
70077 Bitternut Hickory 9 X
70078 American Elm 10 X
70079 Red Oak 36 X
70080 American Elm BD 11 X
70081 Green and White Ash 8 X
70082 Bitternut Hickory 10 X
70083 Green and White Ash 8 X
70084 Black Cherry PD BD 16 X
70085 Bitternut Hickory 8 X
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:
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L104MEH003.dwg
Tree Preservation Plan
L1.4
TREE PRESERVATION LIST
Tree #Species DBH Condition Stems Lost
70086 Green and White Ash 9 X
70087 Red Oak 13 X
70088 Red Oak 8 X
70089 Basswood 10 X
70090 Basswood 8 X
70091 Basswood 8 X
70092 Basswood 14 X
70093 Green and White Ash 9 X
70094 Bitternut Hickory 8 X
70095 Green and White Ash 13 X
70096 Bitternut Hickory 9 X
70097 Aspen 12 X
70098 American Elm 8 X
70099 Green and White Ash 10 X
70100 Bitternut Hickory 10 X
70101 Green and White Ash 9
70102 White Oak 30
70103 Ironwood 10
70104 Ironwood 8
70105 Ironwood 8
70106 Ironwood 8
70107 Ironwood 8
70108 American Elm 10
70109 American Elm 8
70110 Green and White Ash 17
70111 Green and White Ash 10
70112 Bitternut Hickory 14
70113 White Oak PD BD 34
70114 Ironwood PD 10X
70115 Sugar Maple 8
70116 Green and White Ash 8
70117 Green and White Ash 8
70118 White Oak 24
70119 White Oak 26
70120 Bitternut Hickory 11
70121 Ironwood 8
70122 Green and White Ash 12
70123 Green and White Ash 11
70124 Bur Oak 26 X
70125 White Oak 34
70126 White Oak 28
70127 Green and White Ash 10 X
70128 Green and White Ash 9 X
70129 Green and White Ash 9 X
70130 Bitternut Hickory 10 X
70131 Green and White Ash 12 X
70132 Green and White Ash 8 X
70133 Green and White Ash 9 X
70136 Bitternut Hickory 10
70137 Green and White Ash PD BD 11X X
70138 Green and White Ash 16 X
70139 Green and White Ash 10 X
70140 Basswood 10 X
70141 Green and White Ash 12 X
70142 Green and White Ash 11 X
70143 Green and White Ash 8 X
70144 Basswood 10 X
70145 Green and White Ash 9 X
70146 Black Cherry 9 X
70147 Green and White Ash 14 X
70148 Basswood 10 X
70149 Basswood 12 X
70150 Green and White Ash 13 X
70151 Green and White Ash 10 X
70152 Green and White Ash 8 X
70153 Green and White Ash 14 X
70154 Green and White Ash 9
70155 Green and White Ash 9
70156 Bitternut Hickory 9
70157 Green and White Ash 8
70158 Green and White Ash 8
70159 Sugar Maple 9
70160 Green and White Ash 12
70161 Basswood 8
70162 Green and White Ash 11
70163 Basswood 10
70164 Green and White Ash 10
70165 Green and White Ash 10 X
70166 Green and White Ash 10 X
70167 Green and White Ash 9 X
70168 Bitternut Hickory 12 X
70169 Black Cherry 10 X
70170 Basswood 12 X
70171 Basswood 10 X
70172 Black Cherry 9 X
70173 X
70174 Red Oak 12 X
70175 Basswood 8 X
70176 Bur Oak 30 X
70177 Bur Oak 20 X
70178 Bur Oak 34 X
70179 Basswood 26 X
70180 American Elm PD 10 X
70181 Bitternut Hickory 9 X
70182 Bitternut Hickory 8 X
70183 Green and White Ash 10 X
70184 Green and White Ash 10 X
70185 Basswood 12 X
70186 Green and White Ash 8 X
Tree #Species DBH Condition Stems Lost
70187 Green and White Ash 8 X
70188 Bitternut Hickory 8 X
70189 Green and White Ash 12 X
70190 Green and White Ash 10 X
70191 Green and White Ash 8
70192 Green and White Ash 10
70193 Green and White Ash 11
70194 Green and White Ash 8
70195 Green and White Ash 12
70196 Green and White Ash 14
70197 Bitternut Hickory 11
70198 Green and White Ash 15
70199 Green and White Ash 13
70200 Green and White Ash 8
70201 Bur Oak 26
70202 Bur Oak BD 23
70203 White Oak 28
70206 Green and White Ash 10
70207 Green and White Ash 12
70208 American Elm BD 14
70209 Green and White Ash 9
70210 Green and White Ash 9
70211 American Elm 9
70212 Red Oak 23
70213 Bur Oak 22
70214 Bur Oak 12
70215 DSW 9X
70216 Green and White Ash 8
70217 Green and White Ash 10
70218 Green and White Ash 8
70219 Green and White Ash 9
70220 Green and White Ash 9
70221 Green and White Ash 11
70222 Green and White Ash 11
70223 Green and White Ash 12
70224 Black Cherry 9
70225 Black Cherry 8 X
70226 Black Cherry 8 X
70227 Basswood 8 X
70228 Basswood 10X X
70229 Green and White Ash 9 X
70230 Bur Oak 24 X
70231 Black Cherry BD PD 12
70233 Green and White Ash 12
70234 Basswood 9
70235 Green and White Ash 11
70236 Green and White Ash 15
70237 Bitternut Hickory 9
70238 Green and White Ash 8
70239 Green and White Ash 8
70240 American Elm 8 X
70241 White Oak 12 X
70242 Red Oak 15
70243 Red Oak 12
70244 Bur Oak 26
70245 Red Oak 8
70246 Red Oak 10
70247 Basswood 10 X
70248 Basswood 10 X
70249 Basswood 12 X
70250 American Elm PD 9 X
70251 Aspen 14 X
70252 Aspen 12 X
70253 Sugar Maple 54 X
70254 Red Oak 10 X
70255 Red Oak 10 X
70256 Basswood 9 X
70257 Bitternut Hickory PD 20 X
70258 Basswood 8 X
70259 Bur Oak 9 X
70260 American Elm PD 8 X
70261 Red Oak 10
70264 X
70265 Green and White Ash 12
70266 Green and White Ash 12
70267 Green and White Ash 12
70268 Green and White Ash 8
70269 Green and White Ash 9
70270 Basswood 8
70272 Green and White Ash 11
70273 Green and White Ash 9
70274 Green and White Ash 9
70275 Green and White Ash 10
70276 White Oak 20
70277 Green and White Ash 10
70278 Bitternut Hickory 8
70279 Black Cherry 8
70280 Green and White Ash 8
70281 Bitternut Hickory 9
70282 Black Cherry 11
70283 Sugar Maple 9
70284 White Oak 18
70285 Green and White Ash 8
70286 Basswood 10
70287 Red Oak 11
70288 Basswood 11
70289 Green and White Ash 9
70290 Green and White Ash 11
70291 Green and White Ash 8
Tree #Species DBH Condition Stems Lost
70292 Green and White Ash 16
70293 Green and White Ash 12
70294 Basswood 8
70295 American Elm 10
70296 Bur Oak 22
70297 Basswood 8
70298 Ironwood 8
70299 DTR 9
70300 Eastern Red Cedar 10
70301 Green and White Ash 8
70302 Bur Oak 32
70303 Green and White Ash 8
70304 Ironwood 10
70305 Green and White Ash 13
70306 Green and White Ash 12
70307 Green and White Ash 10
70308 Green and White Ash 8
70309 Ironwood PD BD 10
70310 Black Cherry 9
70311 Ironwood 9
70312 Black Cherry 9
70313 White Oak 32
70314 American Elm 8
70315 Bur Oak 26
70316 Black Cherry 9
70317 Ironwood 8
70318 Black Cherry 14
70319 Red Oak 16
70320 Bur Oak 26
70321 Green and White Ash 11
70322 Green and White Ash 11
70323 Green and White Ash 9
70324 Green and White Ash PD 11
70325 Green and White Ash 16
70326 Green and White Ash 14
70327 Green and White Ash 9
70328 Green and White Ash 10
70329 Bitternut Hickory 8
70330 Green and White Ash 11PD
70331 Basswood 10
70332 Basswood 12
70333 American Elm 9
70334 Red Oak 12
70335 Red Oak 10
70336 Black Cherry 10
70337 Green and White Ash 9X
70338 Green and White Ash 8
70339 Green and White Ash 9
70340 Red Oak 10
70341 Bur Oak 36
70342 American Elm 9
70343 Red Oak 11
70344 Green and White Ash PD 13
70345 White Oak 32
70346 Green and White Ash 8
70347 Black Cherry 11
70348 Green and White Ash 11
70349 Green and White Ash 11
70350 Green and White Ash PD 9
70351 Sugar Maple 13
70352 Green and White Ash 9
70353 Bur Oak 31
70354 Bitternut Hickory 8
70355 Green and White Ash 12
70356 American Elm PD BD 9
70359 Bitternut Hickory 15
70360 Green and White Ash 8
70361 Green and White Ash 13
70364 Aspen 12 X
70365 Green and White Ash 8 X
70366 Green and White Ash 10 X
70367 Green and White Ash 11 X
70368 Green and White Ash 11 X
70369 Green and White Ash 12 X
70370 Green and White Ash 12 X
70371 Aspen 10 X
70372 Green and White Ash 12 X
70373 Aspen 10 X
70374 American Elm 10 X
70375 Green and White Ash 9 X
70376 Basswood 8 X
70377 Bur Oak 26 X
70378 Bur Oak 10 X
70379 American Elm PD 10 X
70380 Bur Oak 15 X
70381 Bur Oak PD BD 20 X
70382 Bur Oak 19X X
70383 Green and White Ash PD 26 X
70384 Black Cherry PD BD 10 X
70385 American Elm 16 X
70386 Bur Oak 30 X
70387 American Elm 18 X
70388 Bur Oak 11 X
70389 Bitternut Hickory 8 X
70390 Red Oak 13 X
70391 Red Oak 10 X
70392 Red Oak 11 X
70393 Red Oak 10 X
70394 American Elm 18 X
Tree #Species DBH Condition Stems Lost
70395 Basswood 9 X
70396 Basswood 10 X
70397 Red Oak 8 X
70398 American Elm 8 X
70399 American Elm 8 X
70400 Bur Oak 10 X
70401 Green and White Ash 9 X
70402 Green and White Ash 9 X
70403 Green and White Ash 10 X
70404 Green and White Ash 9 X
70405 Bur Oak 9 X
70406 Red Oak 9 X
70407 Red Oak 9 X
70408 Bur Oak 9 X
70409 Bitternut Hickory 10 X
70410 Bur Oak 9 X
70411 Bur Oak 9 X
70412 Bur Oak 10 X
70413 American Elm 10 X
70414 American Elm 12
70416 Green and White Ash 10 X
70417 Bitternut Hickory 12
70418 Green and White Ash 14 X
70419 Green and White Ash 10
70420 Sugar Maple 12
70421 Black Cherry 9
70422 Green and White Ash 8
70423 Green and White Ash 12
70424 Green and White Ash 19
70425 Ironwood 8
70426 Ironwood 9X
70427 Ironwood 8
70428 Green and White Ash 10
70429 Red Oak 10
70430 Red Oak BD 8
70431 Bur Oak 9
70432 Green and White Ash 9
70433 Green and White Ash 11
70434 Bur Oak 8
70435 Red Oak 14
70436 Red Oak 10
70437 Green and White Ash 11
70438 Green and White Ash 8
70439 Boxelder 13
70440 Red Oak 16
70441 American Elm 10
70442 American Elm 10
70443 Green and White Ash 10
70444 Red Oak 8
70445 Red Oak 10
70446 Red Oak 11
70447 Red Oak 13
70448 Green and White Ash 9
70449 Green and White Ash 8
70450 Green and White Ash 8
70451 Green and White Ash 11
70452 Green and White Ash 11
70453 Bitternut Hickory 8
70454 Black Cherry 12
70455 Bur Oak 25 X
70456 Bur Oak 29 X
70457 Bur Oak 23
70458 Green and White Ash 14
70459 Green and White Ash 12 X
70460 Green and White Ash 10 X
70461 Bur Oak 32 X
70462 Green and White Ash 12 X
70463 Bur Oak 26 X
70464 Green and White Ash 10 X
70465 Green and White Ash 9 X
70466 Green and White Ash 11 X
70467 Green and White Ash 10 X
70468 Green and White Ash 11 X
70469 Green and White Ash 18 X
70470 Green and White Ash 9 X
70471 Green and White Ash 12 X
70472 Red Oak 11 X
70473 Green and White Ash 14 X
70474 Green and White Ash 12 X
70475 Basswood X 12 X
70476 Green and White Ash 8 X
70477 Green and White Ash 10 X
70478 Green and White Ash 9 X
70479 Black Cherry 12 X
70480 American Elm 13 X
70484 Green and White Ash 9 X
70485 Green and White Ash 13X X
70486 Green and White Ash 11 X
70487 American Elm 8 X
70488 Green and White Ash 13 X
70489 Bur Oak BD 15 X
70490 Green and White Ash 10 X
70491 Green and White Ash 8 X
70492 Bur Oak 24 X
70493 Black Cherry PD 12 X
70494 Black Cherry 8 X
70495 Green and White Ash 9 X
70496 American Elm 11 X
70497 Green and White Ash 12 X
Tree #Species DBH Condition Stems Lost
70498 Green and White Ash 9 X
70499 Green and White Ash 11 X
70500 American Elm 10 X
70501 Green and White Ash 8 X
70502 Bur Oak 10 X
70503 Green and White Ash 8 X
70504 Black Cherry 12 X
70505 Bur Oak 32 X
70506 Green and White Ash 13 X
70507 Green and White Ash 10 X
70508 Green and White Ash 13 X
70509 Green and White Ash 10 X
70510 Green and White Ash 10 X
70511 Green and White Ash 10 X
70512 Black Cherry 8 X
70513 Green and White Ash 8 X
70514 Green and White Ash 9 X
70515 Basswood 16 X
70516 Black Cherry 10 X
70517 Bitternut Hickory 8 X
70518 Basswood 8 X
70519 Basswood 8 X
70520 Green and White Ash 9 X
70521 Green and White Ash 9 X
70522 Bur Oak 30 X
70523 Green and White Ash 8 X
70524 Green and White Ash 10 X
70525 Bur Oak 22 X
70526 Green and White Ash 12 X
70527 Green and White Ash 14 X
70528 Green and White Ash 10 X
70529 Green and White Ash 14 X
70530 Green and White Ash 13 X
70531 Green and White Ash 11 X
70532 American Elm 9 X
70533 Bur Oak 55 X
70534 Green and White Ash 7
70535 Green and White Ash 10
70539 Black Cherry 9 X
70540 Black Cherry 8 X
70541 Basswood 9 X
70542 Red Oak 9
70543 Green and White Ash 8
70544 Black Cherry BD 8
70545 Green and White Ash 9
70546 Bitternut Hickory 9
70547 American Elm 12 X
70548 Green and White Ash 8 X
70549 Green and White Ash 9 X
70550 Green and White Ash 14 X
70551 Bitternut Hickory 16 X
70552 Green and White Ash 8 X
70553 Green and White Ash 12 X
70554 Green and White Ash 8 X
70555 Black Cherry 10 X
70556 Green and White Ash 14 X
70557 Green and White Ash 14 X
70558 Green and White Ash 8 X
70559 Black Cherry 12 X
70560 Green and White Ash 11 X
70561 Green and White Ash 10 X
70562 Green and White Ash 9 X
70563 Eastern Red Cedar 9 X
70564 Green and White Ash 9
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:
CABX
CABX
CABX
EM
EM
CABX
CABX
CAB
X
CABX
GAS
W
INV=984.36
INV 27 RCP
>>
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OE
OE
OE
OE
OE
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OE
OE
OE
OE
OE
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OE
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OE
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OE
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>>
>>
III
W
E
T
L
A
N
D
2
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
182
185 W
E
T
L
A
N
D
1
e
W
E
T
L
A
N
D
1
d
W
E
T
L
A
N
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1
b
W
E
T
L
A
N
D
1
g
660
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EX. 6" DIP
EX
.
1
2
"
D
I
P
EX
.
1
2
"
D
I
P
EX
.
1
2
"
D
I
P
DNR WETLAND 27-493W
NORTH PORTION
OHW = 978.3
FLOODPLAIN = 979.2
( As of 8/10/20)
980.6
980
.
6
980
.
6
980
.
6
980
.
6
980
.
6
98
0
.
6
98
0
.
6
980.6
W
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L
A
N
D
1c
WL 1e-1
W
E
T
L
A
N
D
1f
W
E
T
L
A
N
D
4
W
E
T
L
A
N
D
5
b
W
L
5a
W
E
T
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A
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D
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-
N
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W
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A
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D
1a
-
S
o
u
t
h
WL 1h
498499
500 501502503
504
505
506
536
537 538539
592593
MB
1
2
3
4
5
6
14
16
17
18
19
20
21
222324
2526
27
28
2930
31
32
33
343536
3738
394041
42
43
44454647
48
495051
52
53
54
55
56
5758
596162
63
64
71
7374
8990
91
95
9798
99
100
130
131132
133
134
135136
137 138
139
140 141
142
143144
145
146
147148149
150
151153154155156157
163164165
166 167
168169
170171
172173
183184
186187188
189 190191192193194195 196197 198
199
200
216
217218219
220 221222223 224
225 226
227
228 229230 231
233234235
236
237238239240
241
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245246247
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250251
252253254255256257
258
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273274275
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287 288
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303
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307308
309310
311
312313
314
315
316317
318
319
320321322323
324 325
326
327328329330331332333
334
335336
337338339
340
341342
343
344345
346 347
348349350
351
352353 354
355356
357358
359 360361362
363364365
366367368369
370
371372373374
375
376
377
378379
380381382
383384
385
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387388
389
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401 402
403404
405
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407
410
411412413
414415
417
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423424
425
426
427428429430
431
432
433434
436438439440441
443444
445446447
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452453
457458
459460
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464465
466
467 468
469470
471
472473
474475476
477
478 479
480
481482
483
484485
488489490491492493494495
496497
507508
509510511
512513514
519520521
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523 524
526 527
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532533
534535
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541
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551 553
554555 556557
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562
563
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565566567568569
570 571
572573574
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579
580581582583584585586
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594 595596
597
598599 600
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603604
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616617
618
619620
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622623624625626
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700067000770008
70009
70010
7001170012
7003070031
70032
7003370034
70035 700377003870039
70040
7004170042
70043
70044
7004570046
70047 70048
70049
7005070051700527005370054
7005570056
7006170062 70101 70102
70103
7010670109
7011270113
70114
70115
70116
70117
70118
70119
70120
701217012270123
70125
70126
70136
70154
70155
70156
70157
7015870159
7016070161701627016370164
70191
7019270193
70194
701957019670197 7019870199
70200 7020170202 70205
70206
7020770208
70209
7021270213
7021470215
70217
70218702197022070221
7022270223
70224
70232
70233
70234
7023570236
70237 70238
70239
7024270243
70244
70245
70246
70265
702667026770268
70269
70271
70272
70273702747027570276
70277
702847028570286
7028770288
70289
7029070291
70292702937029470295
7029670297
70298
70299
70300
70301
70304
70305
7030670307
7030970310
70311
70312
70314 70315
703167031770318
70319
70320
70321
70322
70323
7032470325703267032770328
70329
70330
703317033270333
703347033570336
7033770338
7033970340
70342
70343
70344
70346
70347
70348
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70351
70352
70355
70358
7036070363
70416
70418
70419
704207042170422
70427 704287042970430
70431
70432
70435
7043670437
70438
70439
70440
70441
70444
7044570446
70447
70448
7044970450
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70453
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70457
70458
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70538
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70543
70544
70545
70546
>
801
802
803
804
805
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807
808
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811812813814
815
816
818819
822823
825826827
828831832836
839
840
890891
902
913
914915
916
917918
919
920921
922
923
924
925926927928
929
930931
932
933934
935
936937938
939
952953
9549811040
1041
1042
1049
1050
1061
1063
1064
1065
1066
1090
1099
11001101
1102 1103
1104
1105110611071108
11091110
1111
1124
1133
1134
1135
113611371138113911401141
114211431144114511461147
11481149
1150
115711581159
11641165116611671168116911701171117211731174
1175
1176
11771178
1179118011811182118311841185
1186
11871188
118911901191
11921193
11941195
1196
1197
119811991200
140114021403
140414051406140714081409
14101411141214131414
141514161417
14181419142014211422
1423
14241425
1426 1427
1428142914301431
1432
14331434
14351436
1437
143814391440 14411442
14431444
1445
144614471448144914501451
1452
145314541455
1456
1457
1458
14591460146114621463
1464 14651466
1467 14681469
14701471
147214731474
14751476
1477
14781479
1480
14811482
1483 14841485
1486
14871488
148914901491
1492
14931494
1495
1496149714981499
1500
1501150215031504150515061507 150815091510 1511
1512
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20
21 22
23
24
25
26
27
28
29
30 31
32
33
34
35
36
37
38
39
40
41
43
44
45
46
47
48
49
50
51
52
53
54
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56
57
58
59
60
61
62
6364
6566
67
68
69
70
71
72
73
74
75
76
77
BLOCK 7
42
77
OUTLOT A
OUTLOT B
1
2
3
4
5
6
7
8
9
BLK 2
7
6
5
3
4
2
1
8
9
432
3
1
2 1
4
2
3
BLK 6
BLK
3
BLK
4
BLK 5
1
1
2
3
45
6
7
8 9
10
10
5
BLK 1
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
24
'
22
'
36'
24
'
22
'
40'
24
'
22
'
40'
24
'
22
'
40'
22
'
24
'
22
'
24
'
22
'
24
'
22
'
24
'
19 20 21 22 23
24
25
26
27
28
29
30
31
32
40'
32
'
32
'
36'
36
'
32'
36
'
32'
36
'
32'
32'
36
'
32'32'
15
16
17
18
24
'
22
'
40'
22
'
24
'
33 BLK 8
BLOCK 7
NURP POND
(3P)
NURP POND
(1P)
NURP POND
(9P)
NURP POND
(11eP)
NURP POND
(5P)
NURP POND
(11P)
POND
(16P)
POND
(19P)
POND
(18P)
POND
(20P)
POND
(14P)
POND
(15P)
POND
(12P)
POND
(13P)
POND
(17P)
PROPOSED 100-YR
HWL = 981.84
PROPOSED 100-YR
HWL = 979.07
OUTLOT C
WET 1h
WET 4
WET 5b
WE
T
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a
WET 11f
POND 23
WET 1e
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WET 1d
WET 1c
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WET 1b1
WET 1b
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2 PIST
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5 PIGL
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W
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REUSE IRRIGATION LINE
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IRRIGATION FILTRATION
AND PUMP HOUSE AND
BACKUP WELL
IRRIGATION FILTRATION AND
PUMP HOUSE AND BACKUP WELL
14
TYP.
L2.2 LANDSCAPE PLAN
SOUTH
L2.3 LANDSCAPE PLAN
SOUTH
CHIPP
E
W
A
R
O
A
D
MO
H
A
W
K
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A
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A
W
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A
D
TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
15 ORNAMENTAL TREE 30`H X 15`W 2"CAL B & B
254 OVERSTORY TREE 60`H X 30`W 2"CAL B & B
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ABBA 39 ABIES BALSAMEA / BALSAM FIR 60`H X 30`W 6` HT.B & B
LALA 18 LARIX LARICINA / TAMARACK 70`H X 50`W 6` HT.B & B
PIGL 53 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
REUSE IRRIGATION LINE
NORTH
0 150 300
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L201MEH003.dwg
LANDSCAPE PLAN
OVERALL
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 (Specify Native Seed Mix) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota (or as specified) 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.
Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and
sediment control.
See Details for depth of planting soil.
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.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
GENERAL NOTES
LANDSCAPE NOTES
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) Tree Replacement.
(A)R-1, R-2, and R-3 requirements - 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.
(B)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.
(C)Tree replacement - areas for tree replacement have been hatched. Replacement trees may be planted in these areas at 40
feet on center. Where these areas overlap with buffer yards, the buffer yard trees have been subtracted from the tree
replacement area. Tree species selection for these must conform with the provided list. No species should comprise more
than 25% of the total planting.
For construction Staking and Surveying services contact Landform at 612.252.9070.
This page shows the overall plan, tree replacement areas, planting schedule, and allowed tree species. See Sheets 2.2 and 2.3 for
more detailed view of lot landscaping and buffer yard plantings.
1.
2.
3.
Front Yard Trees:
Minimum Size:
Location:
Type:
LANDSCAPE REQUIREMENTS - LOTS AND BUFFER YARDS
R1 and R2
Yard Trees:
Minimum Size:
Type:
R3 - R5
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.
One tree per 60 feet of the lot perimeter shall be required. Where a buffer yard is also required, the perimeter may be excluded.
Deciduous trees should be minimum 2 caliper inches measured 4 feet off the ground
Coniferous trees should be minimum 6 feet in height
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.
Ornamental Trees:
Minimum Size:
Type:
One tree per 120 feet of the lot perimeter shall be required. Where a buffer yard is also required, the perimeter may be excluded.
Deciduous trees should be minimum 1.5 caliper inches measured 4 feet off the ground
Coniferous trees should be minimum 6 feet in height
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.
Understory Shrubs:
Minimum Size:
Type:
One tree per 40 feet of the lot perimeter shall be required. Where a buffer yard is also required, the perimeter may be excluded.
24 inches
Potted
Buffer Yards
A buffer yard is required:
When a developing property is adjacent to or across a street from property of a less intensive zoning district.
Along arterial and collector roadways if the property on the opposite side of the roadway is the same or a more intensive zoning district. See City of Medina
Zoning Ordinance 828.31 for specific tables and calculations.
PLANTING SCHEDULE - LOTS AND BUFFER YARDS
ACCEPTABLE TREE SPECIES SELECTION
Deciduous Trees
Basswood, American (Tilia Americana)
Elm, American (Ulmus americana)*
Hickory, bitternut (Carya cordiformis)
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)
Areas for planting replacement treesTree Replacement for loss of Significant Trees
Total Trees Inventoried: 1720
Total Trees Removed: 842
Allowed Removal (15%): 258
Replacement Trees Required: 584
Replacement Caliper Inches (smallest 584 trees): 5687
Replacement Required by tree size:2.5 caliper inches = 2275 trees
3 caliper inches = 1896 trees
4 caliper inches = 1422 trees
Total Area = 968,520 S.F. (accounts for trees shown planted in these areas)
775 replacement trees
LANDSCAPE REQUIREMENTS - TREE REPLACEMENT
14.
LEGEND
Irrigation
Replacement Trees provided:
417 trees for landscaping and buffer yards
1192 total trees
Tree Yield for these areas: 775 (assumes trees planted 40 feet on center = 1250 S.F. per tree)
Remaining inches to be paid as a fee to
the city.
40'20'
(A)
(B)
(C)
(C)
(Typ)
(B)
(Typ)
(A)
(Typ)
(C)
(Typ)
(B)
(Typ)
(A)
(Typ)
14.
(Typ)
14.
(Typ)
14.
(Typ)
14.
(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:
Floodplain Impact
Floodplain Mitigation
Floodplain Impact
and Mitigation
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I
G
A
T
I
O
N
L
I
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E
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U
S
E
I
R
R
I
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A
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I
R
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A
T
I
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L
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N
E
IRRIGATION FILTRATION
AND PUMP HOUSE AND
BACKUP WELL
W
RE
U
S
E
I
R
R
I
G
A
T
I
O
N
L
I
N
E
RE
U
S
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I
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A
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L
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REUSE IRRIGATION LINE
RE
U
S
E
I
R
R
I
G
A
T
I
O
N
L
I
N
E
RE
U
S
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A
T
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S
E
I
R
R
I
G
A
T
I
O
N
L
I
N
E
IRRIGATION FILTRATION
AND PUMP HOUSE AND
BACKUP WELL
TREES QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
152 OVERSTORY TREE 60`H X 30`W 2"CAL B & B
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ABBA 21 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 10 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
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L202MEH003.dwg
LANDSCAPE PLAN
NORTH
L2.2
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (Specify Native Seed Mix) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota (or as
specified) 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.
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
LANDSCAPE R1 - R3
R2
Total Overstory Trees: 152
Area
A
B
C
Proposed
Developement
R2
R3
R3
R2
Required
Buffer Yard
Opacity
0.3
0.1
0.1
0.2
Width of
Buffer Yard
25
35
35
35
Minimum Planting
Points per 100
Lineal Feet
276
62
62
140
Length of
Buffer Yard
847
797'
100'
400'
Total Points
Required
2338
494.1
62
560
Total Overstory Trees
Provided
(50 planting points
each)
47
10
0
12
Total Medium Deciduous /
Coniferous Trees Provided
(20 planting Points each)
0
0
4
0
A
B
C
LANDSCAPE - BUFFER YARDS
LEGEND
BWSR Mesic Short Urban South and West
45.95 lbs/acre
Adjacent
District
Rural
R2
R2
R1
PLANT SCHEDULE
A
A
D
Irrigation Line
11.
11.
(Typ)
11.
(Typ)
11.
(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:
CB RECT
RE=991.1
CABX
EM
EM
CABX
CABX
CAB
X
CABX
GAS
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
DNR WETLAND 27-493W
SOUTH PORTION
OHW = 980.6
FLOODPLAIN = 981.5
( As of 8/10/20)
17
0
33
33
33
33 33
33
W
E
T
L
A
N
D
1
g
EX. SAN.MH
RIM:995.01
INL: 982.81 (W)
INV: 974.76 (N)(S)
80 LF.
6" PVC
EX. SAN.MH
RIM:984.80
INV:973.56
EX. 6" DIP
EX
.
1
2
"
D
I
P
EX
.
1
2
"
D
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.
1
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1
0
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V
C
EX
.
1
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P
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C
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.
1
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P
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EX
.
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980.6
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6
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6
980
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6
980
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6
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6
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980.6
WL 3
W
E
T
L
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1f
W
E
T
L
A
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D
4
W
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T
L
A
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5
b
W
L
5a
W
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-
S
o
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h
WL 1h
EX. SAN.MH
RIM:985.09
INV:972.26
EX. SAN.MH
RIM:985.81
INL:970.64
INV:969.33
498
499
500 501502503
504
505
506
536
537 538539
592593
401 402
403
404
405
406
407
410
411
412413
414415
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
568569
570 571
572
573
574
575
577
578
579
580581
582583
584585
586
587
588589
590
591
594
595596
597
598
599 600
601
602
603604
605
606
607
608
609
610
611
612
613
614
615
616617
618
619620
621
622623624
625626
627
628
700067000770008
70009
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70011 70012
7003070031
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70047 70048
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70054
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7006170062 70101 70102
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70112
70113
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70118
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701217012270123
70125
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70136
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701627016370164
70191
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70197 70198
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70200
70201
70202 70205
70206
7020770208
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702187021970220
70221
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70224
70232
70233
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7023570236
70237 70238
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70242
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70265
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7026770268
70269
70271
70272
70273
7027470275
70276
70277
7028470285
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70287 70288
70289
7029070291
7029270293
70294
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7029670297
70298
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70306 70307
70309 70310
70311
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70314 70315
7031670317 70318
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7033970340
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70343
70344
70346
70347
70348
70350
70351
70352
70355
70358
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70363
70416
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704207042170422
70427 70428 7042970430
70431
70432
70435
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70447
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70451
70452
70453
70454
70457
70458
70534
70538
70542
70543
70544
70545
70546
801
802
803
804
805
806
807
808
809
810
811812813814
815
816
818819
822823
825826827
828831832
836
839
840
890891
902
913
914915
916
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919
920921
922
923
924
925926927928
929
930
931
932
933934
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939
952
953
9549811040
1041
1042
1049
1050
1061
1063
1064
1065
1066
1090
1099
1100
1101
1102 1103
1104
11051106
11071108
1109 1110
1111
1124
1133
1134
1135
11361137
113811391140
1141
114211431144114511461147
1148 1149
1150
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1181118211831184
1185
1186
EX. 6" PVC
OUTLOT A
OUTLOT B
1
2
3
4
5
6
7
8
9
BLK 2
7
6
5
3
4
2
1
8
9
432
3
1
2 1
4
2
3
BLK 6
BLK
3
BLK
4
BLK 5
1
1
2
3
45
6
7
8 9
10
10
5
BLK 1
4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 20 21 22 23
24
25
26
27
28
29
30
31
32
CHIPPEWA ROAD
M
O
H
A
W
K
D
R
I
V
E
LA
N
E
15
16
17
18
33 BLK 8
POND
(16P)
POND
(19P)
POND
(18P)
POND
(20P)
POND
(14P)
POND
(15P)
POND
(13P)
POND
(17P)
PROPOSED 100-YR
HWL = 981.84
HIL
L
S
I
D
E
BRO
O
K
V
I
E
W
C
O
U
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MEADOWVIEW COURT
OUTLOT C
WET 1h
WET 4
WET 5b
WE
T
5
a
WET 11f
POND 23
0+
0
0
%
7.1
%
3.8
%
3.7
%
8.7
%5.0
%4.5
EO
F
EO
F
%5.2
%
7.
1
%
7.1
%
8.0
%
5.8
%
2.9
%3.2
%5.5
%4.8
%
3.2
%
9.3
%
4.6
%8.0
%8.0
%
7.9
%
8.1
%
6.6
%9.2
%7.6
%8.4
%8.4
%8.5
%3.8
%
4.8
3.0
%1.0 %1.9 %1.0
%1.0
%0.7
%1.0
%1.0
%
1.0
%
2.2
%
2.9
%
4.1
%
1.7
4
%1.0
%1.3
%1.0
%
7.1
%
4.8
%3.2
%2.8
%
3.0
%
4.2
%
6.8
%
5.2
%
3.5
%
4.8
%4.3
%
3.3
%2.8
%
0.6
%
1.0
%
2.0
%2.0
%
1.0
%1.0
%5.0
%2.3
%2.7
%3.1
%2.3
%3.8
%3.1
%5.4
%
8.1
%
7.1
%1.4
%4.7
%
4.9
%
-2.
0
%
0.4
%
2.5
%2.5
988 986
EO
F
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F
985985
98
5
994
988
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4
992994
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986
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100
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%2.0 %1.9
%1.0
%
1.6
4
%
2.9
%
1.0
%
1.0
%
3.3
992
990
VM
A
%
8.0
EO
F
4 THOC
3 PIST
1 LALA
3 PIGL
1 ABBA
5 PIGL
1 LALA
1 ABBA
3 PIGL
3 ABBA
4 PIGL
4 LALA
3 PIST
10 PIGL
5 ABBA
4 LALA
2 PIST
3 ABBA
2 PIST
2 PIGL 2 ABBA 1 LALA 2 PIGL 2 LALA
3 PIGL 1 ABBA1 ABBA 1 ABBA
W
RE
U
S
E
I
R
R
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G
A
T
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L
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IR
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IR
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A
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I
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RE
U
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I
R
R
I
G
A
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I
O
N
L
I
N
E
REUSE IRRIGATION LINE
RE
U
S
E
I
R
R
I
G
A
T
I
O
N
L
I
N
E
IRRIGATION FILTRATION AND
PUMP HOUSE AND BACKUP WELL
TREES QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
15 ORNAMENTAL TREE 30`H X 15`W 2"CAL B & B
102 OVERSTORY TREE 60`H X 30`W 2"CAL B & B
EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND.
ABBA 18 ABIES BALSAMEA / BALSAM FIR 60`H X 30`W 6` HT.B & B
LALA 13 LARIX LARICINA / TAMARACK 70`H X 50`W 6` HT.B & B
PIGL 32 PICEA GLAUCA / WHITE SPRUCE 50`H X 20`W 6` HT.B & B
PIST 10 PINUS STROBUS / EASTERN WHITE PINE 70` H X 40` W 6` HT.B & B
PLANT SCHEDULE SOUTH-BUFFER
REUSE IRRIGATION LINE
NORTH
0 100 200
PRELIMINARY PLAT SUBMITTAL
REVISIONS PER CITY COMMENTS
RCH
RCH
28 SEPT 2020
27 OCT 2020
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
MEDINA, MINNESOTA
PRELIMINARY PLAT SUBMITTAL
10.27.2020
MEH17003
20
2
0
MARK SMITH
2120 OTTER LAKE DRIVE
SAINT PAUL, MINNESOTA 55110
TEL (612) 490-0558
L203MEH003.dwg
LANDSCAPE PLAN
SOUTH
L2.3
Contact Utility Service providers for field location of services 72 hours prior to beginning.
Coordinate installation with Contractors performing related work.
Seed mixture (Specify Native Seed Mix) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota (or as
specified) 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.
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.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GENERAL NOTES
LANDSCAPE NOTES
For construction Staking and Surveying services contact Landform at 612.252.9070.1.
LANDSCAPE R1 - R3
R1
R3 - R5
Total Overstory Trees: 84
Total Ornamental Trees: 15
Total Overstory trees: 18
A buffer yard is required on all sides of the R-3 District and therefore exempt from general landscape requirements.
LANDSCAPE - BUFFER YARDS
Area
E
F
G
H
Proposed
Developement
R3
R1
R2
R1
Required
Buffer Yard
Opacity
0.1
0.3
0.2
0.1
Width of
Buffer Yard
35
30
30
30
Minimum Planting
Points per 100
Lineal Feet
62
252
149
65
Length of
Buffer Yard
500'
942'
300'
695'
Total Points
Required
314
2374
447
452
Total Overstory
Trees Provided
(50 planting points
each)
7
48
9
9
Total Medium Deciduous /
Coniferous Trees Provided
(20 planting Points each)
0
0
0
0
E
F
G
H
LEGEND
Adjacent
District
Comm
R3
R3
R2
BWSR Mesic Short Urban South and West
45.95 lbs/acre
PLANT SCHEDULE
E
E
F
F
F
FGG HH
Irrigation Line
11.
11.
(Typ)
11.
(Typ)
11.
(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:
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
MARK SMITH
WESTON WOODS OF MEDINA · Medina, MN
Preliminary Plat / PUD · 09.28.2020
EXHIBIT 1-UNIT ELEVATIONS
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
MARK SMITH
WESTON WOODS OF MEDINA · Medina, MN
Preliminary Plat / PUD · 09.28.2020
EXHIBIT 2-D2 FLOOR PLANS
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
MARK SMITH
WESTON WOODS OF MEDINA · Medina, MN
Preliminary Plat / PUD · 09.28.2020
EXHIBIT 3-E4 FLOOR PLANS
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
MARK SMITH
WESTON WOODS OF MEDINA · Medina, MN
Preliminary Plat / PUD · 09.28.2020
EXHIBIT 4-E4 DETAILED FLOOR PLANS
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
MARK SMITH
WESTON WOODS OF MEDINA · Medina, MN
Preliminary Plat / PUD · 09.28.2020
EXHIBIT 5-TOWMHOME ELEVATIONS
Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.R R
in collaboration with:
MARK SMITH
WESTON WOODS OF MEDINA · Medina, MN
Preliminary Plat / PUD · 09.28.2020
EXHIBIT 6-SINGLE FAMILY ELEVATIONS
HIGHWAY 55
")55
")24
")19
")101
")116
")11
")24
")19
£¤12
HAMEL RD
MEDINA RD
PIONEER TRL
TAMARACK DR
WILLOW DR
HACKAMORE RD
ARROWHEAD DR
HOMESTEAD TRL
CHIPPEWA RD
HUNTER DR
PARKVIEW DR
BROCKTON LN N
MEANDER RD
EVERGREEN RD
BROCKTON LN N
CHIPPEWA RD
WILLOW DR
WILLOW DR
HUNTER DR
")55
Medina Golf &
Country Club
YMCA -
Camp Ihduhapi
Spring Hill
Golf Club
Baker Park Reserve
Baker Park Reserve
Wolsfeld Woods (SNA)
Lake Independence Regional Trail
North-South 1 Regional Trail Search Corridor
Lake Sarah Regional Trail Search Corridor
Lake Sarah Regional Trail Search Corridor
Katrina
Independence
School
Mooney
Spurzem
Holy Name
Peter
Wolsfeld
Half Moon
Krieg
Miller
Thies
Ardmore
Map Date: October 2, 2018
Scale: 1:32,000[0 0.5 10.25
Mile
Map 6-1Park and Trail Plan
Location of proposed trail segments
are intended to identify connections
and cooridors, not exact locations.
Legend
Trails
Existing Paved Trail
Existing Shoulder Trail
Existing Turf Trail
Existing Sidewalk
Proposed Paved Trail
Proposed Shoulder Trail
Proposed Turf Trail
Future Park Search Area
Parks
Existing Park
Potential Park Expansion
Regional Corridors
Regional Trail Search Corridor
1
2020 Park Commission Goals
1. List of annual and planned 2020 items
i) January 15th – Annual Goal Setting Session
ii) February 19th – Diamond Lake Regional Trail – Corridor Planning
iii) April 25th (Saturday) – Participate in Annual City Clean-up Day; have booth
promoting Diamond Lake Regional Trail (discuss in March)
iv) May meeting(s) – Annual Park Tour – May 13th (Hamel, Hunter, Rainwater Bike
Tour) and May 20th (bus tour of remaining parks) starting at 5 p.m.
v) June 17th – Capital Improvement Plan Review
vi) September 19th – Participate in Annual Celebration Day (discuss in August)
vii) December 3rd – Annual Holiday/Recognition/Appreciation Party (mark your
calendars)
2. Create a list of available parks and trails grant opportunities with timelines. Review
applicable grants as they become available.
- Subcommittee: Lee, Sharp, Morrison
3. Municipal Park Funding/Robert G Mitchell Jr. Designated Beneficiary Fund
Annually review Municipal Park Fund asset inventory, determine life of assets,
replacement year, and needed funds for future replacement. Establish process for utilizing
funds from the Robert G Mitchell Jr. Designated Beneficiary Fund. Look into
possibilities and potential volunteers for creating a separate foundation for park
donations.
- Subcommittee: Lee and Jacob
4. Diamond Lake Regional Trail
Three Rivers Park District has begun the process in identifying land for the Diamond
Lake Regional Trail, which will run north-south through eastern Medina. The regional
trail will start on the south end in Wayzata and run north to Diamond Lake near Rogers.
Three Rivers Park District will work with staff to identify possible locations for the trail
and then bring options to the February 19th Park Commission meeting for a workshop to
determine the best route and alternative routes. The next step will be to engage the public,
which we are proposing holding an “open house” during Medina Clean-up Day on April
25th to reach a larger audience.
- Subcommittee: Thies and Bernhardt
5. Bird City Minnesota
Mayor Martin passed along information to city staff on becoming a “Bird City”. The
attached handout provides additional information on what is involved in this process,
which includes:
• Engaging people in educational activities focused on bird conservation
• Protecting, restoring, and enhancing bird habitat
2
• Reducing threats to birds
Are there any park commissioners that have a passion for birds and would want to lead
the process/program for becoming a “Bird City”?
- Subcommittee: Ann Thies
2020 Planned Park & Trail Improvements
Trails
• Arrowhead Drive Railroad Crossing (2020)
• Arrowhead Trail Connection Railroad-Loram (2020)
• Hackamore Trail (2021)
• Medina Road Trail (2021)
Hunter Lions Park
• Create future concept plan (hire consultant)
o Subcommittee: Lee, Jacob, Bernhardt
Lakeshore Park
• Redesign park, look into options for large playground equipment (potentially hire
consultant)
o Subcommittee: Hutchinson, Thies
Walnut Park
• Update basketball hoop and striping
• Add butterfly garden
• Update signage
Medina Morningside Park
• Replace playground curb and rubber under swings
• Replace baseball backstop
• Update parking area
Potential Land Acquisition
• Options for park land purchase in the Chippewa/Mohawk area
• Connection to Baker Park
• Connection to Medina Lake Preserve
o Subcommittee: Thies and Lee
3
Park Commissioner Park Assignments for 2020
o Holy Name Park - Bernhardt
o City Hall – Thies
o Maple Park - Morrison
o Hunter Lions Park - Jacob
o Rainwater Nature Area - Jacob
o Hamel Legion Park - Lee
o Medina Morningside Park - Lee
o Lakeshore Park - Hutchinson
o Walnut Park - Hutchinson
o Tomann Preserve - Thies
o Medina Lake Preserve - Sharp
o The Park at Fields of Medina – Sharp