HomeMy WebLinkAbout03-09-26 Planning Commission Meeting PacketPlanning Commission Meeting
3880 Laverne Avenue North
Monday March 9th, 2026
6:30 p.m.
AGENDA
Pledge Of Allegiance
Approve Agenda
Approve Minutes
02 -09 -26 Planning Commission Meeting Minutes
3 - PZ MINUTES 2 -9 -26.PDF
Public Hearing
Preliminary Plat And OP PUD - Granvia Preserve
Twin Cities Land Development has submitted an Open Space Planned Unit
Development and Preliminary Plat for 110 acres (PID: 01.029.21.43.0001,
01.029.21.42.0003, and 01.029.21.41.000). This project was previously called
Legends of Lake Elmo. The proposal includes 58 single family homes and over 50%
open space with city water and a community septic system.
4A - PC MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP
PUD.PDF
4A - PRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP
PUD.PDF
New/Unfinished Business
Sustainability Update
Staff will provide an update on sustainability efforts in the City.
5A - PC MEMO - SUSTAINABILITY UPDATE.PDF
5A - PRESENTATION - SUSTAINABILITY.PDF
Communications/Updates
City Council Updates
Public Hearing Notice ZTA - 2/17/26
2026 Housekeeping - 2/17/26
RLS #132 - 2/17/26
Upcoming Meetings
March 23rd, 2026
April 13th, 2026
Planning Commission Training
Immediately following the regular meeting, the Planning Commission will move to the
Lake Elmo City Hall Community Room for their annual commissioner training. The
training is open to the public.
7 - PC MEMO - ANNUAL TRAINING.PDF
Adjourn
***Note: Every effort will be made to accommodate person or persons that need special
considerations to attend this meeting due to a health condition or disability. Please contact the
Lake Elmo City Clerk if you are in need of special accommodations.
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Planning Commission Meeting3880 Laverne Avenue NorthMonday March 9th, 20266:30 p.m.AGENDAPledge Of AllegianceApprove AgendaApprove Minutes02-09 -26 Planning Commission Meeting Minutes3 - PZ MINUTES 2 -9 -26.PDFPublic HearingPreliminary Plat And OP PUD - Granvia PreserveTwin Cities Land Development has submitted an Open Space Planned Unit Development and Preliminary Plat for 110 acres (PID: 01.029.21.43.0001, 01.029.21.42.0003, and 01.029.21.41.000). This project was previously called Legends of Lake Elmo. The proposal includes 58 single family homes and over 50% open space with city water and a community septic system.4A - PC MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP PUD.PDF4A - PRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDFNew/Unfinished BusinessSustainability UpdateStaff will provide an update on sustainability efforts in the City.
5A - PC MEMO - SUSTAINABILITY UPDATE.PDF
5A - PRESENTATION - SUSTAINABILITY.PDF
Communications/Updates
City Council Updates
Public Hearing Notice ZTA - 2/17/26
2026 Housekeeping - 2/17/26
RLS #132 - 2/17/26
Upcoming Meetings
March 23rd, 2026
April 13th, 2026
Planning Commission Training
Immediately following the regular meeting, the Planning Commission will move to the
Lake Elmo City Hall Community Room for their annual commissioner training. The
training is open to the public.
7 - PC MEMO - ANNUAL TRAINING.PDF
Adjourn
***Note: Every effort will be made to accommodate person or persons that need special
considerations to attend this meeting due to a health condition or disability. Please contact the
Lake Elmo City Clerk if you are in need of special accommodations.
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Planning Commission Meeting Minutes: 2-9-2026
City of Lake Elmo Planning Commission
Meeting City Council Chambers – 3880 Laverne
Avenue North Minutes of Regular Meeting of
February 9th, 2026
CALL TO ORDER: Commission Chair Rehkamp called to order the meeting of the Lake Elmo Planning Commission at 6:30 p.m.
COMMISSIONERS PRESENT: Chars, Dunn, Rehkamp, Vrieze
COMMISSIONERS ABSENT: Sarro, Amend, Bohlig
STAFF PRESENT: Senior City Planner Sophia Jensen, City Planner Ashley Monterusso
Pledge of Allegiance at 6:30 PM
Michelle Bohlig has resigned her Planning Commission position. Commission Chair Rehkamp thanked Michelle Bohlig for her
time of service and contributions to the Planning Commission.
Approve Agenda:
M/S/P: Vrieze / Chars made a motion to approve the agenda Vote: 4-0, motion carried unanimously
Approve Minutes:
M/S/P: Vrieze / Chars made a motion to approve the 1-26-26 meeting minutes. Vote: 4-0, motion carried unanimously.
Public Hearing:
a) Minor Subdivision - Lake Elmo Firehouse Addition: The City of Lake Elmo is requesting approval of a minor
subdivision of City-owned property located at 3510 Laverne Ave and 11200 Upper 33rd St. (PIDs: 13.029.21.23.0028,
13.029.21.32.0031, 13.029.21.32.0028, 13.029.21.32.0029, 13.029.21.32.0030, 13.029.21.32.0092,
13.029.21.32.0043, 13.029.21.32.0044, 13.029.21.32.0045). The request is to reconfigure the existing nine (9) parcels
into two (2) parcels ahead of the sale of the property.
City Planner Ashley Monterusso gave presentation and answered questions.
M/S/P: Vrieze/ Dunn moved to open the public hearing at 6:37 PM. Vote: 4-0, motion carried unanimously.
M/S/P: Vrieze / Chars moved to close the public hearing at 6:38 PM. 4-0, motion carried unanimously.
M/S/P: Vrieze/Dunn moved to recommend approval of the Lake Elmo Firehouse Addition minor subdivision based on findings
of fact and conditions as presented in the staff report. Vote: 4, motion carried unanimously.
New/Unfinished Business N/A
Communications/Updates:
a) City Council Updates N/A
b) Upcoming Meetings
i. February 23rd, 2026
ii. March 9th, 2026
Meeting adjourned at 6:43 PM.
Respectfully Submitted,
Diane Wendt
Permit Technician
STAFF REPORT
DATE: March 9th 2026
Item#: 4a – Public Hearing
Motion
TO: Planning Commission
FROM: Sophia Jensen, Senior City Planner
AGENDA ITEM: Preliminary Plat and OP-PUD - Granvia Preserve
REVIEWED BY: Jason Stopa, Community Development Director
Nathan Fuerst, Bolton and Menk Planning Consultant
CORE STRATEGIES:
☒ Vibrant, inclusive, connected community ☒ Efficient, reliable, innovative services
☒ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future
☒ Managed Growth ☒ Resilient Infrastructure
BACKGROUND:
Twin Cities Land Development (TCLD) Land Holding LLC is requesting Preliminary Plat and
Open Space Planned Unit Development (OP-PUD) approval for a 58-unit development on
approximately 110 acres of land. The project is to be called Granvia Preserve and is located North
of 50th Street and South of the Sanctuary Development. The developer is requesting flexibility
from the Rural Residential zoning regulations to allow for an Open Space development.
The City of Lake Elmo has not approved an OP-PUD since 2006. OP-PUD’s provide greater
development flexibility for projects, such as increased development density, in return for a
minimum of 50% of a project being dedicated for open natural areas which are preserved into
perpetuity through conservation easements. This project makes three requests for flexibility
beyond what is provided for in the City’s OP-PUD ordinance. Such requests must be approved
through a supermajority vote of the City Council.
This tract of land has been reviewed throughout the years, most recently in 2024 with a layout
proposed by Landucci Development. At its regular workshop meeting on March 12th, 2024, the
City Council reviewed the concept plan for this project and was generally supportive of the
request with modifications. Since that workshop the City Council has updated the OP PUD
ordinance to be more in line with current practices and standards. With a greater level of detail
in the proposed plans, staff have provided an assessment in this report and appended memos
about conformance with the City’s requirements and policies.
ISSUE BEFORE THE COMMISSION:
The Planning Commission should review and make a recommendation to the City Council for
the Preliminary Plat, and Preliminary Open Space Planned Unit Development (PUD).
Page 2
GENERAL INFORMATION:
Applicant: Twin Cities Land Development (TCLD) Land Holding LLC. 4800 Olson
Memorial Drive Suite 100 Golden Valley MN 55422
Property Owner: Landucci Homes Inc. 13230 20th St Ct N Stillwater MN 55082
Location: PID# 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001
Request: Preliminary Plat/ Open Space Planned Unit Development (OP PUD)
Deadline: Application Complete – 2/13/26
60 Day Deadline – 4/14/2026
CC Meeting Date (Tentative) – 4/7/2026
Applicable Code Article XVII – Open Space Planned Unit Developments
Title 103 – Subdivision Regulations
Article XI – Rural Districts
PROPOSAL DETAILS/ANALYSIS:
Site Data. The City’s calculation of net density is consistent with the Metropolitan Council.
Total Site Area 110.01 acres
Net Acreage 87.3 acres
Public Open Space 56.27 acres
Right-of-Way (R/W)
Number of Units
9.33 acres
58 single family units
Net Density
Gross Density
OP PUD Gross Density
Maximum
0.66 units/acre
0.53 units/acre
0.6 units/acre
Environmental Review. This project does not trigger a mandatory Environmental Assessment
Worksheet under Minnesota Rules 4410.4300. No further environmental review is required.
Open Space Planned Unit Developments (OP PUDs). A PUD is a negotiated zoning district.
The City of Lake Elmo has a somewhat unique ordinance in that it has PUD regulations for both
sewered (PUD) and nonsewered (OP PUD) areas. The purpose of OP PUD’s is established by
City Code Section 105.12.980 as follows: The purpose of open space planned unit developments
is to provide greater development flexibility within rural portions of the community while
maintaining the rural character by preserving agricultural land, woodlands, wildlife or natural
corridors, pollinator and wildlife habitat, and other significant natural features consistent with
the goals and objectives of the city's comprehensive plan. The city reserves the right to deny
establishment of an open space PUD overlay district and direct a developer to re-apply under
standard zoning provisions if it is determined that proposed benefits of the open space PUD do
not justify the requested flexibilities.
OP PUD Minimum Requirements. Article 17 does provide for minimum prerequisites for OP
PUDS. Staff has found that the proposed development does meet the following minimum
requirements of a PUD:
Page 3
a. Only land zoned as agricultural, rural residential, or rural estate may be considered for
establishment of an open space planned unit development. Requirement met.
b. The minimum land area for establishment of an open space planned unit development is a
nominal contiguous 20 acres. Requirement met.
c. Establishment of an open space planned unit development will be considered only for
areas of land in single ownership or control. Alternatively, multiple party ownership, in
the sole discretion of the city, is acceptable when legally sufficient written consent from
all persons and entities with ownership interest is provided at the time of application.
Requirement met.
Required vs. Proposed OP PUD Bulk Standards. Cells in the ‘As Proposed’ cells shaded in
Orange indicate a deviation from City Code.
Standards (105.12.1050) OP PUD Requirement: As Proposed
Minimum Lot Area 16,000 sq ft Range of 16,000 to 65,358 sq ft
Minimum Lot Width 100 feet 100 feet
Max Impervious Cover 30% per lot 40% per lot
Garage Frontage of Lot Maximum 40% of facade Maximum 60% of facade
Minimum Setback - Front 30 feet 30 feet
Minimum Setback - Side 15 feet 15 feet
Minimum Setback - Corner 30 feet 30 feet
Minimum Setback - Rear 20 feet 20 feet
Maximum Height 35 feet Not provided
Driveway Setback from
intersection
50 feet from r-o-w 50+ feet from r-o-w
Driveway setback from side
lot line
5 feet Driveway locations/widths not provided
Driveway Width 12-26 feet Driveway locations/widths not provided
Design Standards for OP PUDs. The following development standards are created for OP PUDs
by City Code Sec. 105.12.1050. For any standard not strictly met by the development, a
supermajority vote is required to approve the project:
(a) Density – City Code allows a maximum density in OP PUDs of 0.60 units per acre since at
least one access is designated as a collector road or higher. Requirement met at 0.53 units
per acre.
(b) Lot Design – Lot locations and configuration should be according to the following sequence
of review steps.
(1) Soils analysis conducted – Requirement met.
(2) Septic design identified - Requirement met.
(3) Buffer areas identified - Requirement met.
(4) Building pad locations identified - Requirement met.
(5) Placement of streets - Requirement met.
(6) Lots identified – see bulk standard review, above. Deviation requested for
impervious surface and architectural standards.
(7) Open Space and park land adjustments –
Page 4
a) Open space – The total preserved open space is over 50%. Requirement met at
~55.62%
b) Park land – a cash fee in lieu of land dedication with up to 25% trail credit is
suggested for this project. Requirement to be met.
Development Standards for OP PUDs. The following development standards are created for OP
PUDs by City Code Sec. 105.12.1060. For any standard not strictly met by the development, a
supermajority vote is required to approve the project:
a. Preserved Open Space Standards –A conservation easement shall be placed over the Open
Space areas to ensure permanent protection from development. After the area is graded and
restored and proposed vegetation is established, the HOA for this development would be
responsible for maintenance of the open space area, and yearly reporting to the City. If
additional management is identified as necessary, the HOA would be responsible.
Requirement met.
b. Septic Design Standards – The Applicant is proposing a community septic system. An
acceptable location was identified for the primary and secondary drain fields. Staff believe
that plans can be provided that will meet applicable requirements although the applicant is
still working through the details of the system. Requirement to be met.
c. Building Standards – The Applicant has submitted architectural guidelines for the site and
elevation renderings consistent with applicable City Code design requirements. They are
requesting PUD flexibility for garage frontage that exceeds 40% of the building facade.
HOA controls for architectural standards may be more restrictive than the City’s ordinance.
Deviation requested.
d. Landscaping Standards – A total of 10 trees per lot and one boulevard tree located every
50 feet is required. The Applicant is not requesting PUD flexibility for landscaping or tree
preservation. Plan revisions are required based on the City’s Landscape Architect memo.
Requirement to be met.
e. Impervious Surface Standards – The maximum impervious surface that is allowed per lot
in the development is 30% of the developable areas. The Applicant is proposing an
impervious coverage of up to 40% for the residential lots. If all residential lots are built to
40% coverage, the entire site would be approximately 19% impervious surface. Deviation
requested.
f. Trail and Sidewalk Standards – City Code requires bituminous trails and concrete
sidewalks to be established within the development. Trails must be equal to the centerline
length of all public roads in the development. The Applicant is proposing to meet the trail
requirements but requesting a PUD flexibility for an 8-foot wide bituminous sidewalk
along the road instead of a traditional sidewalk. Trails and sidewalks will be maintained by
the HOA. Deviation requested.
Subdivision Signs. Section 105.12.430 allows one (1) subdivision sign for this residential
development with a maximum sign area of 32 sq. ft. signage appears to conform to City
requirements. A condition of approval has been added that the signage is relocated and conforms
with City Code.
Lot Configuration. Of the 58 lots, nearly all have a backyard with a full view of the open space
area and accessibility to a sidewalk or trail. Staff finds the configuration of the lots to be consistent
with the intent of the OP PUD code.
Page 5
Landscaping and Tree Preservation. The Applicant has not requested flexibility related to
landscaping or tree preservation standards. Per the City Landscape Architect’s Memo, the
proposed plans require revisions to comply with City Standards prior to acceptance by the City.
Wetlands. There are 13 wetlands on the development site. Of those, 11 will be preserved through
the proposed development layout. There are two very small wetlands (12 & 13) each comprising
less than 800 sq ft which are proposed for de minimis removal. Wetland buffer averaging is
proposed around the remaining wetlands, with all buffer areas located within the proposed open
areas. Staff is supportive of this approach to reduce issues with enforcement of wetland buffers.
Staff recommend that wetland buffer signage be located at lot boundaries where directly abutting
a required wetland buffer.
Parking and Driveways. Section 105.12.410 requires two spaces per dwelling unit. The homes
will have two or more enclosed stalls with driveways to accommodate additional visitor parking.
Given the width of the right of way, parking will be limited to one side of the street. Section
9.16.090 details driveway requirements. Driveways must be at least 5 feet from property side yards
and must be between 12 and 26 feet in width. Driveways are not shown on the project plans, and
locations cannot be verified. As such, driveways must conform to all City standards including
location, grade, and surface, when proposed.
Access. The roadway proposed for this development, not yet named, would be public and is
proposed to connect 50th Street North to the current roadway stub of Linden Avenue North in the
Sanctuary Neighborhood. A condition of approval has been added regarding street naming and
street names are provided in the Fire Department Memo.
Traffic. 50th Street is a collector street and designed to carry large traffic volumes. Turn lanes
would be required as part of this development. A pedestrian crossing for trail connectively will be
required and is details will come with future submittals.
Parks. §103.00.150 Park Land Dedication Requirements. The City Code requires that the project
provide a minimum of at least 5% of the land for parks, or a cash in lieu fee using the estimated
fair market value of the property. The City’s Parks Commission reviewed the concept plan for this
development on February 21st 2024, and provided a recommendation for cash in lieu given the
close proximity to Hidden Knoll Park and up to 25% trail credit for a segment or connection along
or to 50th Street, Tamarack Farms, Hidden Knoll Park.
Stormwater Reuse. The applicant has indicated that the homes will be attached to a communal
irrigation system that is served by stormwater reuse. A backup connection to the City’s water
supply would be required and utilized when necessary to keep pond levels at a minimum threshold.
Plans and details on the system will be required in future submittals to the satisfaction of the City
Engineer.
REVIEW COMMENTS:
Fire Chief Review. The City’s Fire Chief provided a comment memo dated 2/20/2026 which
details a comment on emergency access, signage, hydrants, addressing, and street naming.
Page 6
• Linden Avenue North and Linden Circle North are the 2 street names to be used in the
development.
Valley Branch Watershed District Email. This property is located within Valley Branch
Watershed District. The Applicant will be required to follow watershed rules and permitting
requirements. A permit from VBWD will be required before any work can begin on site. No permit
has been submitted to the agency at this time.
Engineering Review. This project has been reviewed by the City Engineer for conformance
with the City’s Engineering Design Standards Manual. Detailed comments relating to the review
are included in the Engineer’s memo dated 2/28/2026. The City Engineer is recommending that
if approved, the development fully address all City Engineering comments. Several key
comments are summarized below:
• Revisions are required to the Preliminary Plat, Grading, Streets, Utilities, Storm Sewer,
Water, Stormwater Irrigation Reuse, Lighting, and Landscaping Plans in order to bring
them into compliance with City Standards.
• Pedestrian facilities, trail connections, and future pedestrian crossing at 50th Street details
to be finalized with future submittals.
• Standard street section revisions due to trail width and boulevard trees to ensure
compatible spacing.
Landscape Architect Memo. The City’s Landscape Architect has reviewed the tree preservation
and landscape plans submitted by the applicant. The plans set must be revised and/or modified to
meet City Standards. The LSA is also requesting the applicant reconsider the scope of the grading
in the wooded areas and northern property boundary screening to preserve more mature vegetation.
Several key comments are summarized below:
• Revisions are required to the Tree Preservation Plan to account for the correct caliper
inches of each tree type, required replacement amounts, and display tree protection fencing.
• Revisions are required to the Landscape Plan to meet City Code requirements related to
ground cover, irrigation, topsoil, easement depiction, species composition, and grubbing.
• Further review and revisions to the Northern property boundary are required to preserve
existing screening and eliminate unnecessary removals.
Conditions of approval for addressing agency review memos has been added to the
recommendations.
REVIEW OF OP PUD FLEXIBILITIES:
The developer’s requests for flexibility from the City’s OP PUD ordinance requirements must be
approved by a supermajority (4/5) vote of the City Council. The following summary is intended
to provide a consolidated review of the flexibilities requested by the developer.
• Architectural Standards (60% Garage Façade) – Per LEC 105.12.1060(c) the width of an
attached garage shall not exceed 40% of the building façade. The Applicant is requesting
a flexibility to go up to 60% garage façade. The reason for this request is to meet the
resident expectations of interior storage and functionality of the home. Staff find this
request reasonable.
Page 7
• Concrete vs. Bituminous Sidewalk – Per LEC 105.12.1060(f) a traditional sidewalk is to
be constructed along the roadway. The applicant is proposing to construct an 8-foot wide
bituminous sidewalk along the roadway in addition to the existing trail
requirements/standards. The reason for this request is for a contiguous trail system. Since
the applicant is proposing the HOA maintain the sidewalk and trails, staff find this
request reasonable.
• 30% vs 40% Impervious – Per LEC 105.12.1060(e) the maximum impervious surface per
lot is 30%. The applicant is proposing a blanket approval of 40% impervious surface per
lot. The reason behind this is due to unique lot shapes and the amenities that the residents
expect. Across the entire development site, impervious surface will be ~19%. Staff
findthis request reasonable.
RECOMMENDED FINDINGS:
OP PUD Review Criteria. When evaluating a PUD proposal, the Planning Commission and
City Council must find an OP PUD meets the criteria contained in Article 17 (Sec. 105.12.1070)
and meet the minimum requirements for an OP PUD. Staff find that the proposed development
appears consistent with the following criteria for approval:
(a) The proposed development is consistent with the goals, objectives, and policies of the
comprehensive plan.
(b) All prerequisites for an open space PUD as outlined in LEC 105.12.1030 are met.
(c) All open space PUD design standards (as outlined in LEC 105.12.1050) and all open
space development standards (as outlined in LEC 105.12.1060) are met; or if deviations
are proposed, that all such deviations are supported because they achieve the following
three goals:
(1) The deviations allow for higher quality building and site design that will enhance
aesthetics of the site;
(2) The deviations help to create a more unified environment within the project
boundaries by ensuring one or more of the following: architectural compatibility of
all structures, efficient vehicular and pedestrian circulation, enhanced landscaping
and site features, and/or efficient use of utilities; and
(3) The overall design provides appropriate solutions to eliminate adverse impacts that
proposed deviations may impose on surrounding lands.
(d) If the proposed PUD involves construction over two or more phases, the applicant has
demonstrated that each phase is capable of being a stand-alone development independent
of other phases.
Recommended Findings for Preliminary Plat. Staff recommends approval of the Preliminary
Plat based on the following findings:
1. That the Preliminary OP PUD Plan would be consistent with the intent of the 2040 Lake
Elmo Comprehensive Plan and the 2040 Land Use Map for this area.
2. That the preliminary plat generally complies with the City’s Subdivision regulations and
does not meet the criteria for denial in Section 103.00.090 (d)(2).
3. That the preliminary plat generally complies with the City’s Zoning Code with the
exceptions provided for in the OP PUD.
4. That the preliminary plat generally complies with the City’s design standards.
Page 8
5. That the preliminary OP PUD Plan meets the minimum requirements for an OP PUD
identified in LEC 105.12.1030 and criteria for approval in LEC 105.12.1070.
RECOMMENDED CONDITIONS OF APPROVAL:
Staff recommends approval of the Preliminary Plat and Planned Unit Development (PUD) with
the following conditions:
1. Prior to the City finding any application for a final plat and final PUD complete, the
applicant shall fully address all comments in the following review memos to the
satisfaction of the City:
a. City Engineer’s memo dated 2/28/2026
b. City Landscape Architect’s memo dated 2/25/2026
c. City Fire Chief’s memo dated 2/20/2026
2. That prior to the City finding any application for final plat and final PUD complete, the
applicant shall demonstrate that the plans reflect compliance with Valley Branch
Watershed (VBWD) review requirements and that the applicant provide the City evidence
that all conditions attached to a VBWD permit will be met before the starting any grading
activity on the site.
3. That the applicant shall obtain all necessary permits including but not limited to all
applicable City permits (building, grading, sign, etc.), NPDES/SWPPP permits and
Valley Branch Watershed District approval before starting any grading or construction
activities.
4. Wetland buffer signage in the City’s standard form shall be placed on the rear of lots
abutting wetland buffer areas.
5. The applicant/developer is responsible, at their own expense, for installing all required
right of way and pedestrian improvements.
6. Storm water ponds shall be placed on separate outlots and conveyed to the City through a
warranty deed in a form acceptable to the City.
7. The applicant/developer shall provide the City a fee in lieu of park land dedication as
required by Section 103.00.150 to be paid prior to recording of the final plat.
8. All easements as requested by the City Engineer and Public Works Department shall be
documented on the Final Plat before the execution of the final plat by City Officials.
9. If necessary, the applicant shall provide the City with a copy of written permission for
any off-site grading work and storm sewer discharges to adjacent properties before
starting any site work, grading and as part of any final plat or final PUD application.
10. If applicable, a landscape and irrigation license agreement in a form acceptable to the
City shall be executed and recorded with the final plat.
11. If applicable, a stormwater reuse irrigation and license agreement in a form acceptable to
the City shall be executed and recorded with the final plat.
12. If applicable, a storm water maintenance and easement agreement in a form acceptable to
the City shall be executed and recorded with the final plat.
13. Before the execution and recording of a final plat for the development, the developer or
applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the
City. Such an Agreement must be approved by the City Attorney and by the City
Council. The Agreement shall delineate who is responsible for the design, construction
and payment for the required improvements with financial guarantees therefore.
Page 9
14. The applicant or developer shall enter into a separate grading agreement with the City
before starting any grading activity in advance of final plat/ PUD approval. The City
Engineer shall review any grading plan that is submitted in advance of a final plat or final
PUD, and said plan shall document the extent of any proposed grading on the site.
FISCAL IMPACT:
Approval of a Preliminary Plat and Preliminary PUD grant entitlements to a developer. Therefore,
there would be no fiscal impact to the City at this time. When the property begins to develop, it
will have municipal water service and will pay water connection charges, building permit fees,
and the like.
PUBLIC HEARING:
A public hearing was posted in the Stillwater Gazette on February 27th 2026 and a notice was
mailed to property owners within 500’ of the outermost property boundaries on February 23rd
2026. It was also added to the City’s Push Notification list on February 23rd 2026. At this time no
comments have been received.
RECOMMENDATION:
Based on the above review, City staff find the proposal to be generally in line with the City’s
adopted ordinances and policies. Staff is therefore recommending the Planning Commission
provide a recommendation to the City Council for conditional approval.
Example Motion:
“Move to recommend approval of the preliminary plat and PUD requested by Twin Cities
Land Development on the subject property based on the findings of fact and recommended
conditions of approval listed in the staff report.”
ATTACHMENTS:
1. Draft PUD Ordinance 2026-XXX
2. Application and Narrative
3. Preliminary Plat and OP PUD Plans
4. Fire Dept Memo 2/20/2026
5. VBWD Email 2/24/2026
6. LSA Memo 2/25/2026
7. Engineer Memo 2/28/2026
CITY OF LAKE ELMO
COUNTY OF WASHINGTON
STATE OF MINNESOTA
ORDINANCE NO. 2026-XX
AN ORDINANCE AMENDING CHAPTER 105 OF THE LAKE ELMO CITY CODE OF ORDINANCES BY REZONING ALL PROPERTY AT PID 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001FROM RR (RURAL RESIDENTIAL) TO OP (OPEN SPACE PLANNED UNIT DEVELOPMENT)
SECTION 1. Zoning Map Amendment. The following property is hereby rezoned from RR – Rural
Residential to OP – Open Space Planned Unit Development:
SECTION 2. PUD District Regulations. Permitted uses and regulations acceptable to the OP-PUD are hereby
established as follows:
1. Development Density – The development is to contain 58 single-family residential lots with a gross
density of 0.52 units per acre and net density of 0.66 units per acre.
2. Land Use – Uses permitted within this OP PUD shall be: Single Family Residential.
3. Accessory Uses – Accessory uses shall be incidental to the principal uses of the property and as
allowed in the OP PUD, Open Space Planned Unit Development, Zoning District.
4. Design and Performance Standards – Unless a PUD deviation has been granted or conditions imposed
the standards for the property shall be those found in the OP PUD, Open Space Planned Unit
Development, Zoning District, Article XVII of the Zoning Ordinance. The following deviations are
granted as proposed:
a. Garage Façade – 60% garage façade maximum of primary structure.
b. Impervious Surface – 40% impervious surface maximum per lot.
c. Sidewalk Standards – an 8-foot wide bituminous sidewalk running along the street in lieu of a
traditional concrete sidewalk. The sidewalk and trails are to be maintained by the HOA.
5. Other Standards – Other standards including but not limited to bulk and design standards shall be those
found in the Open Space PUD (OP) Zoning District, Article XVII or as applicable in other Articles of
the Lake Elmo Zoning Ordinance.
SECTION 3. Zoning Map. The zoning map of the City of Lake Elmo shall be republished in the ordinary
course to show the aforesaid zoning, and in the interim the Clerk shall appropriately mark the zoning map on
file in the Clerk’s Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance,
and all of the notations, references, and other information shown thereon are hereby incorporated by reference
and made a part of this ordinance.
SECTION 4. Effective Date. This ordinance shall become effective immediately upon adoption of a
Resolution approving a Final Plat and OP PUD for the project on the property described in Section 1 of this
ordinance.
SECTION 5. Adoption Date. This Ordinance 2026-_____ was adopted on this ___ day of
_________________, 2026, by a vote of ___ Ayes and ___ Nays.
LAKE ELMO CITY COUNCIL
__________________________________
Charles Cadenhead, Mayor
ATTEST:
_____________________________________
Julie Johnson, City Clerk
This Ordinance 2026-____ was published on the ______ day of __________________, 2026
4800 Olson Memorial Hwy, Suite 100
Golden Valley, MN 55422
www.TCLandDev.com
RESIDENTIAL DEVELOPMENT PRELIMINARY PLAT SUBMITTAL
Twin Cities Land Development (TCLD) is pleased to submit the Preliminary Plat and Planned Unit Development (PUD)
application for the proposed Granvia Preserve Development. This open space residential development is bordered by
50th Street to the south, Tamarack Farm Estates and Carriage to the east, St. Croix Sanctuary to the north, and large
agricultural properties to the west. We respectfully request Preliminary Plat and PUD approval from the Planning
Commission and City Council to advance this thoughtfully designed community that aligns with the city’s comprehensive
plan and development goals.
Property / Development Site Information
Address: Unassigned.
Location: The property is located in the Southeast Quarter of Section 1, Township 29
North, Range 21 West, Washington County.
PIDs: 01.029.21.42.0003
01.029.21.41.0001
01.029.21.43.0001
Current Legal Descriptions: The West Half of the Southeast Quarter of Section 1, Township 29, Range 21,
Washington County, Minnesota, except the South 1725.00 feet of the East
505.00 feet of said West Half of the Southeast Quarter and also except
that part of said West Half of the Southeast Quarter, described as follows:
Beginning at the Southwest corner of said South 1725.00 feet of the East 505.00
feet; thence North 0 degrees 21 minutes 51 seconds West, along the West line
of said South 1725.00 feet of the East 505.00 feet, a distance of 1040.00 feet;
thence South 89 degrees 38 minutes 09 seconds West, a distance of 588.00
feet; thence South 0 degrees 21 minutes 51 seconds East, a distance of 213.00
feet; thence South 34 degrees 10 minutes 25 seconds East a distance of 517.61
feet; thence South 0 degrees 21 minutes 51 seconds East a distance 400.00 feet
to the South line of said Southeast Quarter; thence North 89 degrees 02
minutes 53 seconds East a distance of 300.00 feet to the point of beginning.
The South 1725.00 feet of the East 505.00 feet of the West Half of the Southeast
Quarter of Section 1, Township 29, Range 21, Washington County, Minnesota.
The Northeast Quarter of the Southeast Quarter of Section 1, Township 29,
Range 21, Washington County, Minnesota.
Granvia Preserve – Preliminary Plat/PUD Development Narrative 2
Site Data
Total Gross Area: 4,791,984 SF (110.01 AC) (100.00%)
Public Open Space:
Outlot A 770,191 SF (17.68 AC)
Outlot D 82,837 SF (1.90 AC)
Outlot F 75,217 SF (1.73 AC)
Outlot G 166,780 SF (3.83 AC)
Outlot I 1,064,966 SF (24.45 AC)
Outlot K 460,375 SF (10.57 AC)
Total: 2,451,303 SF (56.27 AC)
Stormwater:
Outlot B 37,723 SF (0.87 AC)
Outlot C 70,002 SF (1.61 AC)
Outlot H 25,887 SF (0.59 AC)
Outlot L 77,849 SF (1.79 AC)
Total: 211,461 SF (4.85 AC)
Northern Natural Gas Easement:
(Within Public Open Space)
211,734 SF (4.86 AC)
Wetlands (Within Public Open Space):
Wetland 1
53,117 SF
(1.22 AC)
Wetland 2 29,573 SF (0.68 AC)
Wetland 3 113,741 SF (2.61 AC)
Wetland 4 220,225 SF (5.06 AC)
Wetland 5 72,413 SF (1.66 AC)
Wetland 6 8,127 SF (0.19 AC)
Wetland 7 24,202 SF (0.56 AC)
Wetland 8 1,253 SF (0.03 AC)
Wetland 9 2,760 SF (0.06 AC)
Wetland 10 27,798 SF (0.64 AC)
Wetland 11 220,569 SF (5.06 AC)
Total: 773,778 SF (17.76 AC)
Total Open Space:
2,665,378 SF
(61.19 AC)
(55.62%)
30-Foot-Wide Parkland Trail Dedication:
Outlot E
69,113 SF
(1.59 AC)
Outlot J 51,208 SF (1.18 AC)
Outlot G (Septic System): 166,780 SF (3.83 AC) (3.48%)
Granvia Preserve – Preliminary Plat/PUD Development Narrative 3
Single Family Lots:
Average Lot Size 25,013 SF (0.57 AC)
Minimum Lot Size 16,000 SF (0.37 AC)
Maximum Lot Size 65,358 SF (1.50 AC)
58 Residential Units:
1,433,260 SF
(32.90 AC)
(29.91%)
Residential Unit Density: 58 Units / 110.01 Acres ≈ 0.53 Units Per Acre
New Right-of-Way within Development:
365,507 SF
(8.39 AC)
(7.63%)
Additional Right-of-Way (50th Street): 41,054 SF (0.94 AC) (0.86%)
Existing Zoning: Rural Residential (RR)
Proposed Zoning: Open Space Planned Unit Development (OP PUD) / Rural Area Development (RAD)
General Description
The site currently consists of approximately 110 acres of rural land that is largely used for agricultural purposes. Existing
site conditions include a variety of landscape features, most notably a series of wetlands throughout the site. The site
includes two Northern Natural Gas pipelines that run throughout the site from north to south.
The proposed site was designed to preserve and enhance the existing features of the parcel, such as the topography,
wetlands, and trees, to the maximum extent practicable, while creating a desirable neighborhood that connects the
community through trail systems and aesthetic views.
Density
The development adheres to the zoning requirements for open space design, allowing for a total of 58 residential lots
with a density of 0.53 units per acre. All proposed home construction will be limited to the setbacks as identified in the
City Code. Currently the plan as designed meets the setbacks and no variance is required.
100’+ Single Family Dimensions
Front Setback: 30 Feet
Rear Setback: 20 Feet
Side Yard: 15 Feet
Lot Width Minimum: 100 feet
Lot Depth Minimum: 160 feet
Granvia Preserve – Preliminary Plat/PUD Development Narrative 4
Lot Design
Per Section 105.12.1050(b) of the Open Space Planned Unit Development code, the applicant is required to provide an
analysis of how they reviewed and designed their site with regard to the seven design criteria sections that the City of
Lake Elmo has specified. Listed below are the design criteria specified by the City of Lake Elmo, with a brief analysis of
how these criteria were reviewed and how they affected the design process of the site.
1. Soils analysis conducted. Soil analysis was conducted as the initial step in the site design process. This involved
collaborating with a geotechnical engineer and a septic designer to conduct soil borings and assess available
locations for a septic system on the site. Following coordination with the septic designer, it was determined that
only one area on the site was suitable for a septic system. Due to the lack of suitable septic sites and the
absence of city sewer service in the area, the only viable development solution is a communal septic system.
Additionally, results from the geotechnical engineer highlighted specific areas on the site that were feasible for
infiltration, aligning with discussions with the Valley Branch Watershed regarding water abstraction through
infiltration. Basin locations were therefore designated with this consideration in mind.
2. Septic design identification. Given the lack of existing sanitary infrastructure and the presence of only one
feasible location for a communal septic system, the design process was centered on this solution.
3. Identification of required buffers. The current site layout shows a 100-foot no-build buffer around the entire
parcel’s perimeter and provides at least 200-feet of buffer from any existing residential dwellings. The 100-foot
buffer will be provided as a series of outlots.
4. Identification of preferred building pad locations. The subject site has a number of challenges from a design
perspective; specifically, roadway locations, large wetlands, specified area for the communal septic system, and
a large gas pipeline easement. Despite these challenges, the proposed development retains much of the natural
characteristics of the site and provides homesites that take advantage of the natural features.
5. Placement of streets. The roadways within the development were designed to provide a connection between
50th Street North and Linden Avenue North. The alignment ensures that the roadway crosses the Northern
Natural Gas pipelines at a perpendicular angle, consistent with the recommendations of the utility provider. In
addition, the roadway network was thoughtfully designed to navigate around existing wetlands on the site while
preserving them as natural features and providing scenic views that enhance the overall character and appeal of
the development.
The roadway was designed to minimize export from the site by equalizing its cut and fill throughout the site. It
was also designed to have a significant amount of curvature, since curvature typically promotes slower driving
speeds, thus increasing the roadway safety. A stub roadway was provided as part of the design to promote
future expansion to the west.
6. Lot creation. All lots were created in strict compliance with the open space development regulations. Again, site
conditions created development challenges. Utilizing the open space development category allowed the lots to
be clustered in the best parts of the site for building and taking advantage of the site features (views,
connectivity, etc.).
Granvia Preserve – Preliminary Plat/PUD Development Narrative 5
7. Open space and park land adjustments. Open space areas were designed in such a way as to provide a large
contiguous open space lot around the whole development to provide a natural buffer between adjacent parcels,
to enhance existing views of wetlands, create a new trail system that ties into existing trail systems, and
encourages the public to use/view the space.
City staff confirmed the subject site is not part of the park plan, so cash in lieu of dedication would be required.
Topography
The site’s topography consists of rolling hills and natural wetlands ranging in elevations of approximately 892 to 974.
Open Space
The proposed open space primarily preserves high-value wetlands, a tamarack swamp and island, and mature hardwood
forests/groupings with a predominance of oak trees. The open space outlots are planned to be placed into a permanent
conservation easement, as well as a drainage and utility easement. Ownership of proposed outlots to be designated as
HOA-owned or City-owned.
Trails
A 10-foot-wide asphalt trail is proposed throughout the development from 50th Street to the St. Croix Sanctuary
Development to the north, which will allow connection to the county’s greater trail system with additional connections
along the east to connect to Tamarack Farm Estates and to the northwest to connect to the existing dead-end trail/park
area within the St. Croix Sanctuary Development.
Additionally, an 8-foot-wide asphalt trail is proposed along one side of all internal streets allowing for pedestrian
connectivity to and from adjacent communities. The Homeowner’s Association will maintain all trails within the
development.
Phasing
The entire site is planned to be developed in a single phase. Mass grading will occur first, and once grading is complete,
utility installation will follow. Site development is anticipated to begin in 2026, with home construction commencing
thereafter.
Granvia Preserve – Preliminary Plat/PUD Development Narrative 6
Infrastructure Details
Streets
• 28-foot-wide local roads with concrete curb and gutter with parking allowed on one side.
• 60-foot-wide right-of-way to accommodate the roadway and utilities such as watermain, sanitary, and storm
sewer.
Water System
The proposed development will tie into the existing city watermain infrastructure. This will be done by tying into the
mainline within 50th Street North and connecting onto the stubbed mainline in Linden Avenue North inside of the St.
Croix Sanctuary Development. By making these two connections, the watermain will form a new loop connection
through the development. The proposed development will also provide a stubbed watermain line to the west side of the
property so that adjacent parcel could tie into the City infrastructure when it is developed.
Each home in the development will be connected to the City’s water system via an individual water service line. In
addition, each lot will be connected to a communal irrigation system served by a stormwater reuse pond. Supplemental
irrigation water may be provided by the City of Lake Elmo’s water supply, when necessary, in accordance with the City’s
recommendations.
Sanitary Sewer and Septic Treatment
The proposed development will utilize a gravity sewer system that flows toward the center of the development, where it
enters a lift station and is then pumped into a communal septic system serving the entire development. The communal
septic system will be maintained by the HOA and designed with features such as:
Multiple septic tanks for solids separation
Gravel filter system for initial biological treatment
Drain field for further filtration
Additional chemical treatment and aeration to meet code requirements
Reserve areas
Stormwater Management
The natural rolling nature of this site facilitates the design of storm ponding and infiltration systems. The storm design
will allow for a treatment train of ponding, swales, and infiltration areas to clean and reduce the impacts to the existing
natural wetland features of the site. The storm sewer ponding facilities will be designed to meet both the State and
Watershed requirements for infiltration and for rate of runoff. A stormwater pond is being proposed on the site as a
source of water for a stormwater re-use system to meet requirements set by the City of Lake Elmo.
Granvia Preserve – Preliminary Plat/PUD Development Narrative 7
Existing Gas Pipeline
A high-pressure gas main runs through the development site and will require appropriate permitting for any road or
utility crossings. Our team has extensive experience managing these types of crossing and does not anticipate any issues
with the proposed design.
Landscape Plan and Tree Inventory / Survey
A landscape plan has been prepared for the development, and a current tree survey has been completed in accordance
with the City of Lake Elmo requirements.
HOA, Monuments and Entrance
There will be a Homeowners Association (HOA) created for the single-family lots for this development. The designated
HOA will maintain the community monument, mailboxes, mainline irrigation, and community septic. The HOA will
oversee the community architectural and landscape guidelines designed to preserve the character of the community
and ensure the use of quality materials.
Flexibility and Open Space Code Deviations
Significant effort was made to meet the intent of the Open Space Planned Unit Development code. This framework
provides essential flexibility for sites with the types of physical and design constraints present on the subject property.
Based on those conditions, we are requesting the following areas of flexibility.
Careful attention was given to preserving natural features while also accommodating key development requirements,
including trail connections, water line looping, and appropriate buffers from adjacent properties. As a result of these
combined factors, the development includes a diverse range of lot sizes. The Open Space PUD allows a maximum of
thirty percent impervious coverage on individual lots. While this standard is easily achieved across the project as a
whole, it is not feasible for certain lots given typical home sizes and the amenities residents expect. We are therefore
requesting flexibility to allow up to forty percent impervious coverage on individual lots. This will allow homeowners to
construct homes and accessory features that are consistent with market expectations. Even with this adjustment, the
overall impervious surface for the development, including streets and trails, will remain in the mid to high teens.
The development also requests flexibility to provide an eight-foot-wide asphalt trail on one side of all internal streets in
place of traditional sidewalks. This trail system will offer continuous pedestrian connectivity within the neighborhood
and to surrounding areas. All trails will be maintained by the Homeowners Association.
In addition, we are requesting Planned Unit Development flexibility to allow garage facades to exceed the forty percent
limitation and permit up to sixty percent of the linear frontage on individual homes, while maintaining a maximum of
forty percent of the total façade area on each home. This adjustment provides needed design flexibility to meet
resident expectations for interior storage and functionality without compromising architectural quality. The modest
increase in garage frontage will not affect neighborhood character, and the architectural review process administered
by the Homeowners Association will ensure these standards are upheld over time.
Granvia Preserve – Preliminary Plat/PUD Development Narrative 8
Builders
Within Granvia Preserve, home construction will be led by Creative Homes, a trusted builder known for quality
craftsmanship and thoughtful design. Their involvement will ensure a cohesive neighborhood with well-designed homes
that support the overall vision and long-term value of the development.
Granvia Preserve – Preliminary Plat/PUD Development Narrative 9
Conceptual Design Precedents
Granvia Preserve – Preliminary Plat/PUD Development Narrative 10
Granvia Preserve – Preliminary Plat/PUD Development Narrative 11
About Us
The TCLD team has experience in every facet of Twin Cities real estate development, investment, and management. The
project team has developed thousands of single-family and multi-family lots, establishing itself as the most prominent
local lot developer in the Twin Cities.
As a trusted residential developer, our track record speaks for itself. Over the years, we have successfully brought
numerous developments to life, earning a reputation for integrity, reliability, and exceptional results. Our diverse
portfolio showcases our ability to adapt to evolving market trends and deliver developments that stand the test of time.
Local Development Experience
Granvia Preserve – Preliminary Plat/PUD Development Narrative 12
DEVELOPMENT TEAM
Developer/Contract Buyer: TCLD Land Holdings, LLC
4800 Olson Memorial Highway, Suite 100
Golden Valley, MN 55422
Ben Schmidt, President
Ben@TCLandDev.com
(612) 716-3047
Ashley D’Alessandro
Ashley@TCLandDev.com
(651) 587-7983
Civil Engineer: Larson Engineering
Mitch Honsa
mhonsa@larsonengr.com
(651) 448-0931
Surveyor: Cornerstone Surveying, Inc.
Dan Thurmes
dan@cssurvey.net
(651)275-8969
Wetland Biologist: Kjolhaug Environmental
Melissa Barrett
melissa@kjolhaugenv.com
(952) 401-8757
Forestry Arborist: Rehder Forestry Consulting
Mark Rehder
mark@rehderforestryconsulting.com
(612) 760-3519
Landscape Architect: Dreamscapes Landscape Design
Jim Kalkes
Jimk@dreamscapesmn.com
(612) 638-7944
Community Septic Designer: Stantec
Eric Blazing
Eric.blasing@stantec.com
(651) 428-8038
PROJECT:VICINITY MAPINDEX OF DRAWINGSPROJECT CONTACTSDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - A Title Sheet.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:Project LocationXXX 50th Street NorthLake Elmo, MN 55042TITLE SHEETTCALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallCivil Engineer:Mitch Honsa, P.E.Larson Engineering, Inc.3524 Labore RoadWhite Bear Lake, MN 55110Tel: 651.481.9120Land Surveyor:Dan Thurmes, P.S.Cornerstone Land Surverying, Inc.1970 Northwestern Ave, Suite 200Stillwater, MN 55082Tel: 651.275.8969T--C000C010C020C030C040C100C101-C108C200C201-C208C300C400C401-C408C500C501-C508C600C601-C608C700-C708L1.0L1.1L1.2TP1.0-TP1.3IR-01Title SheetSurvey Existing Conditions (3 Sheets)Preliminary Plat (2 Sheets)Overall Site Plan with ZoningSite ConstraintsExisting Site Drainage PatternsProposed Site Drainage PatternsWetland Buffer MitigationOverall Existing Conditions and Demolition PlanExisting Conditions and Demolition PlanOverall Lighting, Signage, and Site PlanLighting, Signage, and Site PlanTypical SectionOverall Street and Storm Sewer PlanStreet and Storm Sewer PlanOverall Sanitary Sewer and Watermain PlanSanitary Sewer and Watermain PlanOverall Grading and Erosion Control PlanGrading and Erosion Control PlanDetailsLandscape PlanLandscape DetailsTypical Lot Landscape PlanTree Preservation PlanIrrigation and Re-use Plan1.2020 Edition of the MnDot Standard Specifications forConstruction.2.City of Lake Elmo Engineering Design and ConstructionStandards Manual for Public Improvements and PrivateDevelopments, January 2022.GOVERNING SPECIFICATIONSLandscape Architect:Jim Kalkes, R.L.ADreamscapes Landscaping & Design, Inc.7087 20th Ave SouthCenterville, MN 55038Tel: 651.415.1000Geotechnical Engineer:Colby Verdegan, P.S.Chosen Valley Testing, Inc.245 East Roselawn Ave, Suite 29St. Paul, MN 55117Tel: 651.756.7384TWIN CITIES LAND DEVELOPMENTGOLDEN VALLEY, MN 55422Developer:Ben SchmidtTwin Cities Land Development4800 Olson Memorial Highway, Suite 100Golden Valley, MN 55422THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY C. THISUTILITY QUALITY HAS BEEN DETERMINED ACCORDING TO THE GUIDELINES OF THECI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITY DATA."GRANVIA PRESERVEPUD PRELIMINARY PLAN APPLICATION SUBMITTAL
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50th St.Stillwater Blvd.54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHSTILLWATER BOULEVARD NORTHOUTLOT FOUTLOT ATHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C000 Overall Site Plan With Zoning.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL SITEWITH ZONINGC0000NORTH100200400Browns CreekValley BranchRR - Rural ResidentialA - AgriculturalPF - Public FacilitiesR2 - One & Two-Family ResidentialLC - Limited CommercialOP - Open SpaceLEGEND
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.8934930920920920910914924920914912914920920910904902900900898894892
910
920926920910908892
920 916920916910 900896898900910920 930926928928924926924920920930922922910900896926920910920900
892928
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930
920920926930940950960942940
918920930940928926956950958 964960950944946 940950
952954940950950
960970974950960942940940928930928 930938934940932
932940960930930930934924920912
914920924920914908910 912908898900910916916916918910922920930916920902902898900920FEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAIN50TH STREET N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C010 Site Constraints.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:SITE CONSTRAINTSC010SYMBOL LEGENDEXISTING WETLANDSNORTHERN NATURAL GAS PIPELINESLOPES 33% OR GREATERSLOPES 15% TO 33%FEMA FLOOD PLAINDWSMA WELLHEAD PROTECTION AREA0NORTH75150300
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT BOUTLOT G1LINDEN TRAIL NORTHOUTLOT FOUTLOT ATHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.415"RCPFE=897.8STMHRIM=901.6INLET=900.8INV=898.315"RCPFE=896.515"RCPFE=895.4STMHRIM=901.7INLET=901.0INV=896.2CBRIM=902.9INV=896.0 EINV=897.8 SINV=896.8 WCBRIM=903.4INV=899.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.818"HDPEFE=895.812"RCP15"RCP15"RCP12"RCP12"RCP12"RCPFE=932.412"RCPFE=930.0934930920920920910914924920914912914920920910904902900900898894892
910
920926920910908892
920 916920916910 900896898900910920 930926928928924926924920920930922922910900896926920910920900
892928
920936 934930
930
920920926930940950960942940
918920930940928926956950958 964960950944946 940950
952954940950950
960970974950960942940940928930928 930938934940932932
940960930930930934924920912 914920924920914908910 91290889890091091691691691891092292093091692090290289890092050TH STREET N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C020 Existing Site Drainage Patterns.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:EXISTING SITEDRAINAGEPATTERNSC0200NORTH75150300SYMBOL LEGENDGOETSCHEL POND DRAINAGE WAYWETLAND BOUNDARYDRAINAGE ARROW
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT BOUTLOT G1LINDEN TRAIL NORTHOUTLOT FOUTLOT ATHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.934930920920920910914924920914912914920920910904902900900898894892
910
920926920910908892
920 916920916910 900896898900910920 930926928928924926924920920930922922910900896926920910920900
892928
920936 934930
930
920920926930940950960942940
918920930940928926956950958 964960950944946 940950
952954940950950
960970974950960942940940928930928 930938934940932932
940960930930930934924920912 914920924920914908910 91290889890091091691691691891092292093091692090290289890092050TH STREET N.LILY AVE N.RQ FB: 923.4HWL: 921.4RQ FB: 923.4HWL: 921.4SAN-46RIM: 925.20INV: 919.89 8" PVC (SE)SAN-6RIM: 928.22INV: 913.88 8" PVC (SE)INV: 913.78 8" PVC (W)DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C030 Proposed Site Drainage Patterns.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:PROPOSED SITEDRAINAGEPATTERNSC0300NORTH75150300SYMBOL LEGENDGOETSCHEL POND DRAINAGE WAYWETLAND BOUNDARYDRAINAGE ARROW
25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARYLINDEN 50TH STREET N.TAMARAK FARM ESTATESOUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILOUTLOT BMANNING AVE. N.WETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86WETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16WETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.87WETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55WETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.7750TH STREET N.25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARYLINDEN 50TH STREET N.TAMARAK FARM ESTATESOUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILOUTLOT BMANNING AVE. N.WETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86WETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16WETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.87WETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55WETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.7750TH STREET N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C040 Buffer Mitigation.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:CONCEPTUAL -WETLAND BUFFERMITIGATION PLANC040SCALE: 1" = 200'PROPOSED BUFFER0NORTH100200400PROPOSED BUFFER LEGENDPROPOSED BUFFERDELINEATED WETLANDWETLAND BUFFERSCALE: 1" = 200'AVERAGE BUFFER REQUIREDAVERAGE BUFFER LEGENDAVERAGE REQUIRED BUFFERDELINEATED WETLANDWETLAND BUFFERWetland Buffer Info:Minimum = 25'Average = Depends on classification of WetlandWetland Buffers are to be planted with nativevegetation and delineated with signsWetland 1:Class: Manage 1Average Buffer = 75'Required Buffer = 73,733 SFProvided Buffer Area = 116,274 SFWetland 2:Class: Manage 1Average Buffer = 75'Required Buffer = 59,707 SFProvided Buffer Area = 76,509 SFWetland 3:Class: Manage 1Average Buffer = 75'Required Buffer = 102,092 SFProvided Buffer Area = 130,915 SF Wetland 4:Class: PreserveAverage Buffer = 100'Required Buffer = 102,005 SFProvided Buffer Area = 102,231 SFWetland 5:Class: Manage 1Average Buffer = 75'Required Buffer = 64,488 SFProvided Buffer Area = 67,321 SFWetland 6:Class: Manage 2 (Under Review)Average Buffer = 50'Required Buffer = 21,397 SFProvided Buffer Area = 22,117 SFWetland 7:Class: Manage 2Average Buffer = 50'Required Buffer = 38,900 SFProvided Buffer Area = 47,502 SFWetland 8:Class: Manage 2Average Buffer = 50'Required Buffer = 11,205 SFProvided Buffer Area = 11,380 SFWetland 9:Class: Manage 2 (Under Review)Average Buffer = 50'Required Buffer = 13,458 SFProvided Buffer Area = 16,725 SFWetland 10:Class: Manage 2Average Buffer = 50'Required Buffer = 42,977 SFProvided Buffer Area = 47,012 SFWetland 11:Class: Manage 1Average Buffer = 75'Required Buffer = 97,918 SFProvided Buffer Area = 116,707 SFWetland 12:De Minimis (To be removed)Wetland 13:De Minimis (To be removed)
WETLAND #12N & 12SDE MINIMIS WETLAND, TO BEREMOVEDAREA=697 SQ.FT.WETLAND #13DE MINIMIS WETLAND,TO BE REMOVEDAREA=707 SQ.FT.936 934948948 944944
944
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914914914 914914916 916916
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914918918918918918918 918918 918918
918 918918918918 918918918918922922922922
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922922922922922924924 924924924924924 924924924926926 926926926926926926 926926926928928 928928928928928928928928928932
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912
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898
898
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926 926926926926
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928932932932932 908908908934906
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908
928936904904904902902902898898896896908908912936912916
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942
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932932932934916912936912908908 896896898898902902902904904904936928908
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934934 924906
906906934908908908932932932932
912
912912912 912912
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926 926926926926
924924924 924924924922922
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922
922922922924924 928926
892 892892894 894894896896896898
898
898
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902904
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904904906 906906906908 908908908908
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912
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918 918918918918 918918918918918918918918914938912 908906904
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922924926928948946944942948950952954934936932930928934932934936938934936926932932934
936952
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964
966
95295495695895054OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE
A=ONE
;=ONE
A
=ONE ;
=ONE A=ONE ;
=ONE A
=ONE ;
=ONE
A
=ONE
;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.8WETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86WETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16WETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.87WETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55WETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77FEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #13DE MINIMIS WETLAND,TO BE REMOVEDAREA=707 SQ.FT.WETLAND #12N & 12SDE MINIMIS WETLAND,TO BE REMOVEDAREA=697 SQ.FT.50TH STREET N.4412151214444433333333333331278682137SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAINREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:C100OVERALL EXISTINGCONDITIONS ANDDEMOLITION PLAN1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessaryutility demolitions and relocations from existing utility locations to all onsiteamenities and buildings. These connections include, but are not limited to,water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractor shallretain the services of a private utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.0NORTH75150300ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKDEMOLITION NOTES
944944914916918922922 922922922924924924924924926926926 928928928928922922924924926926928932932932934934918918918918918918918936936938
938916916916916916914914914914922926926942
942912946922922922924918918924924948916 952952954918916918918916916956914914914912908958906904944942962964926
956
932934966 912
966934
932956
926 964962942944904906958908912914914914956916916918918916918954952952916 948924924918918924922922922946912942
942926926912912922914914914914916916916916916938
938936936918918918918918918934934932932932912
928926926924924922928928928928926926926 924924924924924922922 922922922918916914944944920
922924926928OUTLOT DST. CROX SANCTUARYWETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55433333MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C104354OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C101EXISTINGCONDITIONS ANDDEMOLITION PLANNOT TO SCALEKEY PLANC101NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
WETLAND #13DE MINIMIS WETLAND,TO BE REMOVEDAREA=707 SQ.FT.948948
944
944914916
916918
918918922
922922922924
924924924926
926926928
928928908906904902932
932932898934
934934916918936
936936936938938938916918926926942
946946922952
954 956958962964
948952952966
954954956952968968
954958944942946 972974962964944966912
966944964962974972946 942944958954968968
952956954954966
952952948964 962 958956954
952
922946946942
926926918916938938936
936936918916934
934934898932
932932902904906908912
928
928928926
926926924
924924924922
922922922918
918918916
916914944
944948948 948946944942948950952954932934936938952954956958950ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #24433333333333MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C10454OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C102C102NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN
934944944 924926926928928932
932932932932934934934936936936936936936938938938938938936942942
946946
948948
952952954 954956 956928928
958958962962
926926926
964964 966966968968972974974972968968 966966964
964
926926926
962962 958958928928
956956954954952
952948948 946946
942942
936938938936936934934932932932928926924944944 934936948946944942948950952954934936932930928932934936938934936926932932934
936952
954
956
958
960
962
964
966
952954956958950ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.12"RCPFE=932.412"RCPFE=930.0FEMA FLOOD PLAINWETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.873333MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C10654OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C103C103NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN
914914916 916918
918
918918918 918918
916
916916916916
914
914914914912
912912
908
908906
906904
904902
902898 896894
892
922
922
922922922922924924
924924924926926
926 926926926926926928928928
928928
928932932932932
934934934
936936
934918918916912912
916918934936
936934934 934932932932932
912912
928928928
928928
926926
926 926926926926924924
924924922
922
922922922892
894
896898
902
902904
904906
906908
908912
912912
914
914914914916
916916916918
918
918918918 918916916914914
902
922
924
926
928
930
920
922924926928FEMA FLOOD PLAINFEMA FLOOD PLAIN443444MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C10454OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C104NOT TO SCALEKEY PLANC104NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN
914
914914914 914916916
916916916 916916918918918918918918 918 918922928926926924924924922922922916914922 922926926922922922
928
932 908908934906
906924926
908
928904904904902902902898898896896908908916932898934916918936916918912
912912912 912912 918916918916898916908908896896898898902902902904904904928908
926 924906
906934908908932
912
912912912 912912
928
922922922
926926922 922914916922922922924924924926926928922918918 918 918918918918918916916
916916916 916916914
914914914 9149329349369382212TAMARAK FARM ESTATESFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.774443333MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C108MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C106MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C10454OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C105C105NORTHNOT TO SCALEKEY PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN
914914916916918918922922924924926926928924922908908912912932932934934936936938936 912936912912908908 912922924928926924924922922918918916916914914936934936932930928934932934936938OUTLOT A2211TAMARAK FARM ESTATESFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16333MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C106MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C10654OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C106NOT TO SCALEKEY PLANC106NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN
924
904 906908912
914918
918916916916914914914912912912908908908906906904902902902
922898898896896894894892 892892926922924926926924922926
892 892892894894896896898898922902902902904 906906908908908 912
912912914914914916916916
918918914
912 908906904
924 50TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE
A=ONE
;
=ONE A
=ONE ;STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.415"RCPFE=897.8STMH15"RCPFE=896.515"RCPFE=895.4STMHRIM=901.7INLET=901.0CBRIM=902.9CBRIM=903.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.818"HDPEFE=895.812"RCP15"RCP15"RCP12"RCPFEMA FLOOD PLAINWETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86667788121266MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C10854OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C107NOT TO SCALEKEY PLANC107NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN
WETLAND #12N & 12SDE MINIMIS WETLAND, TO BEREMOVEDAREA=697 SQ.FT.918918918928926926926
926924 924924
924 922922
916916916916914914914914912
912912912908908 908906906904
904904902902928924924926926924924928 902902
904
904906908908
912
912914914916916924
926918928
9269249229204OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;STMHRIM=923.0INLET=922.2INV=STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0INLET=900.6(DIRT FILLED)STMHRIM=901.7INLET=900.9INV=894.415"RCPFE=897.8STMH15"RCPFE=896.5INLET=901.015"RCP12"RCP12"RCPFEMA FLOOD PLAIN50TH STREET N.2111521678126MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C108MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C10854OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678C108NOT TO SCALEKEY PLANC108NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLANDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE
A=ONE
;=ONE
A
=ONE ;
=ONE A=ONE ;
=ONE A
=ONE ;
=ONE
A
=ONE
;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.OUTLOT EOWNER: CITY OF LAKE ELMO69,113 SF (1.59 AC)OUTLOT JOWNER: CITY OF LAKE ELMO51,208 SF (1.18 AC)WETLAND #11WETLAND #1WETLAND #2WETLAND #3WETLAND #4WETLAND #5WETLAND #6WETLAND #9WETLAND #7WETLAND #8WETLAND #10LOT #223,655 SF(0.54 AC)LOT #122,683 SF(0.52 AC)LOT #322,664 SF(0.52 AC)LOT #419,713 SF(0.45 AC)LOT #520,026 SF(0.46 AC)LOT #619,591 SF(0.45 AC)LOT #722,238 SF(0.51 AC)LOT #827,126 SF(0.62 AC)OUTLOT GSEPTIC DRAIN FIELDOWNER: HOA166,780 SF (3.83 AC)LOT #126,335 SF(0.60 AC)LOT #222,200 SF(0.51 AC)LOT #322,200 SF(0.51 AC)LOT #422,200 SF(0.51 AC)LOT #521,033 SF(0.48 AC)LOT #617,893 SF(0.41 AC)LOT #717,931 SF(0.41 AC)LOT #121,073 SF(0.48 AC)LOT #225,187 SF(0.58 AC)LOT #324,756 SF(0.57 AC)LOT #116,439 SF(0.38 AC)LOT #216,000 SF(0.37 AC)LOT #316,000 SF(0.37 AC)LOT #416,000 SF(0.37 AC)LOT #523,768 SF(0.55 AC)LOT #633,616 SF(0.77 AC)LOT #117,293 SF(0.40 AC)LOT #123,139 SF(0.53 AC)LOT #1245,975 SF(1.06 AC)LOT #228,297 SF(0.65 AC)LOT #225,365 SF(0.58 AC)LOT #1365,358 SF(1.50 AC)LOT #330,622 SF(0.70 AC)LOT #1432,878 SF(0.75 AC)LOT #430,625 SF(0.70 AC)LOT #1617,400 SF(0.40 AC)LOT #530,625 SF(0.70 AC)LOT #1717,400 SF(0.40 AC)LOT #633,299 SF(0.76 AC)LOT #723,618 SF(0.54 AC)LOT #819,089 SF(0.44 AC)LOT #921,211 SF(0.49 AC)LOT #933,185 SF(0.76 AC)LOT #1026,383 SF(0.61 AC)LOT #1029,446 SF(0.68 AC)LOT #1124,012 SF(0.55 AC)LOT #1118,515 SF(0.43 AC)LOT #1220,314 SF(0.47 AC)LOT #1328,736 SF(0.66 AC)LOT #1423,958 SF(0.55 AC)LOT #1533,060 SF(0.76 AC)OUTLOT DOWNER: HOA82,837 SF (1.90 AC)OUTL
O
T
H
OWNE
R:
CI
T
Y
O
F
L
A
K
E
E
L
M
O
25,88
7
S
F
(
0.
5
9
A
C
)OUTLOT BOWNER: CITY OF LAKE ELMO37,723 SF (0.87 AC)OUTLOT COWNER: HOA70,002 SF (1.61 AC)LOT #824,731 SF(0.57 AC)LOT #727,217 SF(0.62 AC)LOT #818,109 SF(0.42 AC)LOT #425,067 SF(0.58 AC)LOT #1817,400 SF(0.40 AC)LOT #916,815 SF(0.39 AC)LOT #1640,136 SF(0.92 AC)LOT #1019,623 SF(0.45 AC)LOT #1524,032 SF(0.55 AC)OUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT FOWNER: HOA75,217 SF (1.73 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT IOWNER:HOA1,064,966 SF (36.84 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT LOWNER: CITY OF LAKE ELMO77,849 SF (1.79 AC)OUTLOT IOWNER:HOA1,064,966 SF (36.84 AC)BLOCK #1BLOCK #2BLOCK #3BLOC
K
#
3
BLOCK #4BLOCK #5BLOCK #6BLOCK #5BLOCK #6OUTLOT KOWNER: HOA460,375 SF (10.57 AC)100'
NO BUILD
BUFFER 100'NO BUILDBUFFER100'
NO BUILD
BUFFER
100'NO BUILDBUFFER100'NO BUILDBUFFER100'
NO BUILD
BUFFER
100'NO BUILDBUFFER150'120'880'615'DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL SIGNAGE,LIGHTING, ANDSITE PLANC200SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTIMPERVIOUS AREASROADWAY/TRAILS AREA:336,529 SF(7.73 AC)(7.02%)HOME & DRIVES AREA:573,304 SF(13.16 AC)(11.96%)TOTAL PROPOSED IMPERVIOUS:909,833 SF (20.89 AC)(18.99%)EASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINE0NORTH75150300PROJECT AREA CALCULATIONSTYPICAL SITE INFORIGHT-OF-WAY:60' WIDE R.O.W.ROADWAY 28' F-FSURMOUNTABLE CURBSIDEWALK/TRAIL: 8' BIT.LOTS:30' FRONT SETBACK15' SIDE SETBACKS20' REAR SETBACKLOT WIDTH MINIMUM 100'LOT DEPTH MINIMUM 160'PARKLAND TRAIL:30' LOT WIDTH10' TRAILWETLANDFURTHER COORDINATION TO BE HAD WITH THE CITY OF LAKEELMO TO DETERMINE A SUFFICIENT INTERSECTION DESIGNBETWEEN THE PROPOSED DEVELOPMENT AND 50TH STREET N.ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKTOTAL SITE AREA: 4,791,969 SF(110.01 AC)(100.00%)PUBLIC OPEN SPACE:OUTLOT A770,191 SF (17.68 AC)OUTLOT D 82,837 SF (1.90 AC)OUTLOT F75,217 SF (1.73 AC)OUTLOT G166,780 SF (3.83 AC)OUTLOT I1,064,966 SF (24.45 AC)OUTLOT K460,375 SF (10.57 AC)TOTAL: 2,451,303 SF(56.27 AC)STORMWATER:OUTLOT B37,723 SF (0.87 AC)OUTLOT C70,002 SF (1.61 AC)OUTLOT H25,887 SF(0.59 AC)OUTLOT L77,849 SF(1.79 AC)TOTAL: 211,461 SF(4.85 AC)NORTHERN NATURAL GAS ESMT(WITHIN OPEN SPACE):211,734 SF(4.86 AC)WETLANDS (WITHIN OPEN SPACE):WETLAND 153,117 SF(1.22 AC)WETLAND 229,573 SF (0.68 AC)WETLAND 3113,741 SF(2.61 AC)WETLAND 4220,225 SF (5.06 AC)WETLAND 572,413 SF(1.66 AC)WETLAND 68,127 SF(0.19 AC)WETLAND 724,202 SF(0.56 AC)WETLAND 81,253SF(0.03 AC)WETLAND 92,760SF(0.06 AC)WETLAND 1027,798 SF(0.64 AC)WETLAND 11220,569 SF(5.06 AC) TOTAL: 773,778 SF(17.76 AC)TOTAL OPEN SPACE:2,665,378 SF(61.19 AC)(55.62%)30' WIDE PARKLAND TRAIL:OUTLOT E69,113 SF (1.59 AC)OUTLOT J51,208 SF (1.18 AC)OUTLOT G (SEPTIC SYSTEM): 166,780 SF (3.83 AC)(3.48%)SINGLE FAMILY LOTS:AVERAGE LOT SITE25,013 SF (0.57 AC)MINIMUM LOT SIZE16,000 SF (0.37 AC)MAXIMUM LOT SIZE 65,358 SF(1.50 AC)58 RESIDENTIAL UNITS1,433,260 SF (32.90 AC)(29.91%)RESIDENTIAL UNIT DENSITY: 58 UNITS / 110.01 ACRES ≈ 0.53 UNITS PER ACRENEW RIGHT-OF-WAY:365,507 SF (8.39 AC)(7.63%)ADDITIONAL RIGHT-OF-WAY 50TH STREET:41,054 SF (0.94 AC)(0.86%)FEMA FLOOD PLAIN
OUTLOT DST. CROX SANCTUARY26+0027+0028+0029+0030+0031+0032+0033+000+00
1+00
2+00
3+00
4+005+006+007+008+009+009+20WETLAND #9WETLAND #7WETLAND #8WETLAND #10BLOCK #4LOT #223,655 SF(0.54 AC)BLOCK #4LOT #122,683 SF(0.52 AC)BLOCK #3LOT #633,616 SF(0.77 AC)BLOCK #6LOT #117,293 SF(0.40 AC)BLOCK #5LOT #123,139 SF(0.53 AC)BLOCK #5LOT #225,365 SF(0.58 AC)OUTLOT H
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BLDG
SETB
A
C
K30'BLDGSETBACK15'BLDGSETBACK15'BLDGSETBACK28'28'10' TRAIL30'TRAILESMT20' BLDGSETBACK100'NO BUILD BUFFER100'
NO BUILD BUFFER
60' ROW
5' D&U ESMT10' D&U ESMT5' D&U ESMT10' D
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K60' ROWMATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C34A4C4C4C4C4C354OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C201NOT TO SCALEKEY PLANC201NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARY=ONE A=ONE ;30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00WETLAND #6BLOCK #5LOT #322,664 SF(0.52 AC)BLOCK #5LOT #419,713 SF(0.45 AC)BLOCK #5LOT #520,026 SF(0.46 AC)BLOCK #5LOT #619,591 SF(0.45 AC)BLOCK #5LOT #722,238 SF(0.51 AC)BLOCK #5LOT #827,126 SF(0.62 AC)BLOCK #6LOT #117,293 SF(0.40 AC)BLOCK #5LOT #123,139 SF(0.53 AC)BLOCK #6LOT #228,297 SF(0.65 AC)BLOCK #5LOT #225,365 SF(0.58 AC)BLOCK #6LOT #330,622 SF(0.70 AC)BLOCK #6LOT #430,625 SF(0.70 AC)BLOCK #6LOT #530,625 SF(0.70 AC)BLOCK #6LOT #633,299 SF(0.76 AC)BLOCK #6LOT #723,618 SF(0.54 AC)BLOCK #6LOT #819,089 SF(0.44 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #5LOT #933,185 SF(0.76 AC)BLOCK #5LOT #1026,383 SF(0.61 AC)BLOCK #5LOT #1118,515 SF(0.43 AC)BLOCK #5LOT #1220,314 SF(0.47 AC)OUTL
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)OWNER: CITY OF LAKE ELMOOUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)OUTLOT JOWNER: CITY OF LAKE ELMO51,208 SF (1.18 AC)30'
BLDG
SETBACK
30'
BLDG
SETBACK
15'BLDGSETBACK15'BLDGSETBACK15'BLDGSETBACK15'BLDGSETBACKSETBACK
28'
10' TRAIL
10' TRAIL30'
TRAIL
ESMT
30'TRAILESMT20'
BLDG
SETBACK
100'
NO BUILD BUFFER
60' ROW
5' D&U ESMT10' D&U ESMT
5' D&U ESMT10' D&U ESMT
10' D&U ESMT20' D&U ESMT5' D&U ESMT 20' D&U ESMT1B1C1C1C1C1C1C2MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C4C4C4C4C3SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C202NOT TO SCALEKEY PLANNORTHC202ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+00WETLAND #5BLOCK #6LOT #1245,975 SF(1.06 AC)BLOCK #6LOT #1365,358 SF(1.50 AC)BLOCK #6LOT #1432,878 SF(0.75 AC)BLOCK #6LOT #1617,400 SF(0.40 AC)BLOCK #6LOT #1717,400 SF(0.40 AC)BLOCK #6LOT #819,089 SF(0.44 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #5LOT #933,185 SF(0.76 AC)BLOCK #5LOT #1026,383 SF(0.61 AC)BLOCK #5LOT #1118,515 SF(0.43 AC)BLOCK #5LOT #1220,314 SF(0.47 AC)BLOCK #5LOT #1328,736 SF(0.66 AC)BLOCK #5LOT #1423,958 SF(0.55 AC)BLOCK #5LOT #1533,060 SF(0.76 AC)BLOCK #6LOT #1817,400 SF(0.40 AC)BLOCK #5LOT #1640,136 SF(0.92 AC)BLOCK #6LOT #1524,032 SF(0.55 AC)OUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)30'BLDGSETBACK30'BLDGSETBACK15'
BLDG
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15'
BLDG
SETBACK
100'
NO BUILD BUFFER 100'NO BUILD BUFFER20' D&U ESMT5' D&U ESMT 5' D&U ESMT10' D&U ESMT20' D&U ESMT10' D&U ESMT28'60' ROW28'
60' ROW
15'
BLDG
SETBACK
15'
BLDG
SETBACK
1C1C1C1C20'BLDGSETBACKMATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C2064C4C4C4C4C3SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C203NOT TO SCALEKEY PLANNORTHC203ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.=ONE
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=ONE A=ONE ;=ONE A=ONE ;14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00
BLOCK #2LOT #121,073 SF(0.48 AC)BLOCK #2LOT #225,187 SF(0.58 AC)LOT #324,756 SF(0.57 AC)BLOCK #3LOT #116,439 SF(0.38 AC)BLOCK #3LOT #216,000 SF(0.37 AC)BLOCK #3LOT #316,000 SF(0.37 AC)BLOCK #3LOT #416,000 SF(0.37 AC)BLOCK #3LOT #523,768 SF(0.55 AC)BLOCK #3LOT #633,616 SF(0.77 AC)OUTLOT H
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15'
BLDG
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15'
BLDG
SETBACK
100'NO BUILD BUFFER60' ROW60' ROW
10' D
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5' D&U ESMT10' D&U ESMT5' D&U ESMT 1B1B1B1C1C1B1B1B1C1C2226628'20' BLDG SETBACKMATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C4C4C4C4C4C4CSYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C204NOT TO SCALEKEY PLANNORTHC204ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.2212TAMARAK FARM ESTATES=ONE
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=ONE
;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;10+0011+0012+0013+0014+0015+00WETLAND #1WETLAND #2WETLAND #3BLOCK #1LOT #521,033 SF(0.48 AC)BLOCK #1LOT #617,893 SF(0.41 AC)BLOCK #1LOT #717,931 SF(0.41 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #6LOT #1029,446 SF(0.68 AC)OUTLOT DOWNER: HOA82,837 SF (1.90 AC)OUTL
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NO BUILD BUFFER
100'NO BUILD BUFFER15' BLDGSETBACK15' BLDGSETBACK30'BLDGSETBACK60' ROW30'BLDGSETBACK10' TRAIL
30'
TRAIL
ESMT20' D&U ESMT1B1C1B2628'20'BLDGSETBACK5'D&U ESMT10'D&U ESMTMATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C208MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C206MATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C4C34CSYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C205NOT TO SCALEKEY PLANNORTHC205ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.OUTLOT A2211TAMARAK FARM ESTATES=ONE A=ONE ;WETLAND #4BLOCK #6LOT #1245,975 SF(1.06 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #6LOT #1029,446 SF(0.68 AC)BLOCK #6LOT #1124,012 SF(0.55 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)100'NO BUILD BUFFER100'
NO BUILD BUFFER
20' D&U ESMT10' D&U ESMT
MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C206MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C206SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:SIGNAGE,LIGHTING, ANDSITE PLANC206NOT TO SCALEKEY PLANNORTHC206ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.50TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE
A=ONE
;
=ONE A
=ONE ;WETLAND #11LILY AVE N.OWNER: CITY OF LAKE ELMOOUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)1B665B5A5BMATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C2084C4C4CSYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C207NOT TO SCALEKEY PLANNORTHC207ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.4OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;50TH STREET N.0+001+002+003+00
4+005+00
6+007+008+009+0010+0011+00BLOCK #1LOT #126,335 SF(0.60 AC)BLOCK #1LOT #222,200 SF(0.51 AC)BLOCK #1LOT #322,200 SF(0.51 AC)BLOCK #1LOT #422,200 SF(0.51 AC)BLOCK #1LOT #521,033 SF(0.48 AC)17,893 SF(0.41 AC)OUTLOT COWNER: CITY OF LAKE ELMO70,002 SF (1.61 AC)OUTLOT DOWNER: HOA82,837 SF (1.90 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)100'NO BUILD BUFFER15'BLDGSETBACK15'BLDGSETBACKSETBACK60' ROW60' ROW40' ROW30'BLDGSETBACK10' TRAIL30'8' TRAIL5' D&U ESMT5' D&U ESMT10' D&U ESMT20'BLDGSETBACK10' D&U EASEMENT8' TRAIL1A1A
1A1B1C1B1C222228'28'65A5B36'70' ROW7MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C208MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C20834A4B4C4C4C4C11'11'14'SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C208NOT TO SCALEKEY PLANNORTHC208FURTHER COORDINATION TO BE HAD WITH THE CITY/COUNTYTO DETERMINE A SUFFICIENT INTERSECTION DESIGN BETWEENTHE PROPOSED DEVELOPMENT AND 50TH STREET N.ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C300 Typical Sections.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:TYPICAL SECTIONC300NOTE:1.TACK FACE OF GUTTER PRIOR TO BOTH LIFTS OF BITUMINOUS.2.4" SCH. 40 PVC PERFORATED DRAIN TILE REQUIRED AT ALL LOW POINTS.DRAIN TILE DESIGN PER APPROVAL OF CITY ENGINEER.NOT TO SCALETYPICAL SECTIONNEW DEVELOPMENT ROADWAY1C3001'2.5%CENTERLINESEE DETAIL 801 FOR MINIMUM PAVEMENT SECTION14'14'SURMOUNTABLE CURBPER CITY STANDARDDRAWING 5012.5%1'4" PERF PVC DRAINTILE(WRAPPED IN SOCK)RIGHT-OF-WAY1:216"COARSE FILTER AGGREGATE8'RIGHT-OF-WAY7.5'WALK2%16'60'SEE DETAIL 51010'D&UR/WR/W4%10'D&UTYPICAL SMALL UTILITYINSTALLATION LOCATION4%4%BOULEVARD TREE5' FROM BACK OF CURB5'4%BLVDBLVD5'NOT TO SCALESTREET SIGNS2C300NOT TO SCALESTANDARD WITH OMNI BASESQUARE TUBE SIGN3C300NOT TO SCALENAME SIGN POST DETAILSQUARE TUBE STREET4C300NOT TO SCALECONCRETE CURB AND GUTTER5C300NOT TO SCALEBICYCLE-PEDESTRIAN PATH6C300NOT TO SCALESTREET SECTION (MIN 7-TON)TYPICAL LOCAL RESIDENTIAL7C300NOT TO SCALEWAY LAYOUTTYPICAL RIGHT OF8C300
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE
A=ONE
;=ONE
A
=ONE ;
=ONE A=ONE ;
=ONE A=ONE ;
=ONE
A
=ONE
;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL STREETAND STORMSEWER PLANC4000NORTH75150300EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKEELMO STANDARD SPECIFICATIONS AND DETAILS.2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF M n DOTSPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THEREQUIREMENTS OF ASTM C-477.4.A 1'-0" TO 1'-6" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FORHEIGHT ADJUSTMENT WHENEVER POSSIBLE.5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTSPROVIDED ON ALL STORM SEWER MANHOLES. A BITUMASTIC SEAL STRIP SHALL BE PLACED AT ALLMANHOLE RISER JOINTS.6.RIP-- RAP SHALL BE HAND - PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601,CLASS III, OR AS SPECIFIED HEREIN.7.THE GEOTEXTILE FABRIC USED UNDER RIP - RAP SHALL EXTEND 3-FT UNDER THE APRON.8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS.9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP - RAP AT THE END OF THE PROJECT.10.STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARE TO HAVE WATER TIGHT CONNECTIONS PERMDH REQUIREMENTS.11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TO SUBSTANTIAL COMPLETION -SEE SPECIFICATION SECTION 700 - CLOSEOUT REQUIREMENTSFEMA FLOOD PLAIN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT DST. CROX SANCTUARYMATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C404CB-33RIM: 928.66INV: 917.14 15" RCP (SE)CBMH-25RIM: 925.30INV: 915.94 36" RCP (NE)INV: 917.30 15" RCP (NW)INV: 915.94 36" RCP (SW)CB-26RIM: 925.30INV: 917.58 15" RCP (SE)CBMH-31RIM: 923.91INV: 916.53 24" RCP (N)INV: 916.53 24" RCP (SE)CBMH-30RIM: 923.91INV: 916.59 30" RCP (SW)INV: 916.39 24" RCP (NW)INV: 916.59 30" RCP (NE)CB-67RIM: 923.77INV: 919.33 15" RCP (S)CBMH-66RIM: 923.77INV: 919.05 15" RCP (N)INV: 919.05 15" RCP (E)CBMH-27RIM: 922.52INV: 915.65 36" RCP (NE)INV: 915.65 36" RCP (SW)CB-61RIM: 922.32INV: 917.67 15" RCP (SW)CBMH-60RIM: 922.34INV: 916.64 24" RCP (NW)INV: 917.39 15" RCP (NE)INV: 916.64 24" RCP (S)STMH-73RIM: 921.86INV: 912.90 24" RCP (NW)INV: 911.50 24" RCP (SE)CBMH-62RIM: 923.38INV: 917.18 24" RCP (NW)INV: 917.18 24" RCP (SE)CB-29RIM: 920.48INV: 914.79 42" RCP (SE)INV: 914.50 42" RCP (N)CBMH-64RIM: 922.80INV: 918.39 15" RCP (W)INV: 917.49 15" RCP (N)INV: 917.64 24" RCP (SE)CBMH-28RIM: 920.50INV: 915.29 36" RCP (NE)INV: 915.79 30" RCP (SW)INV: 914.69 42" RCP (NW)CBMH-63RIM: 923.01INV: 917.46 24" RCP (NW)INV: 917.46 24" RCP (SE)CB-65RIM: 922.77INV: 917.77 15" RCP (S)FES-4INV: 916.00OUTLETMH-72RIM: 920.92INV: 915.84 24" RCP (W)INV: 915.32 24" RCP (SE)FES-3INV: 921.4076' of 36" RCP @ 0.35%68' of 36" RCP @ 0.35%84' of 36" RCP @ 0.35%102' of 36" RCP @ 0.35%194' of 30" RCP @ 0.41%243' of 30" RCP @ 0.34%28' of 24" RCP @ 0.50%220' of 15" RCP @ 0.30%28' of 15" RCP @ 1.00%173' of 24" RCP @ 0.31%28' of 15" RCP @ 1.00%28' of 42" RCP @ -0.35%28' of 15" RCP @ 1.00%16' of 15" RCP @ 1.00%55' of 42" RCP @ -0.35%16' of 24" RCP @ 1.00%242' of 24" RCP @ 1.00%260' of 24" RCP @ 1.00%60' of 24" RCP @ 0.30%41' of 24" RCP @ 0.27%94' of 24" RCP @ 0.30%28' of 15" RCP @ 1.00%26+0027+0028+0029+0030+0031+0032+0033+000+00
1+00
2+00
3+00
4+005+006+007+008+009+009+20FES-17INV: 918.25FES-16INV: 918.50FES-18INV: 915.00CBMH-80RIM: 919.04INV: 915.38 15" RCP (E)INV: 915.38 15" RCP (NW)76' of 15" RCP @ 0.50%60' of 24" RCP @ 0.41%PT: 2
5
+
8
4.
6
2
PC: 3
0
+
6
5.
5
7PT: 32+04.71PC: 32+82.87LP: 30+36.63Elev: 920.86PC: 2+94.10PT: 4+32.28PC: 6+41.10PT: 7+21.14PC: 7+23.75PT: 8+58.20LP: 0+75.04Elev: 922.71HP: 2+74.54Elev: 923.66LP: 4+19.16Elev: 923.15TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C401NOT TO SCALEKEY PLANC401NORTHSTREET AND STORMSEWER PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYMATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C403CBMH-19RIM: 937.14INV: 917.81 36" RCP (E)INV: 919.17 15" RCP (N)INV: 917.81 36" RCP (W)CB-20RIM: 937.14INV: 919.45 15" RCP (S)CBMH-17RIM: 939.31INV: 919.03 30" RCP (SE)INV: 919.03 30" RCP (W)CBMH-16RIM: 939.92INV: 919.35 30" RCP (SE)INV: 919.35 30" RCP (NW)CB-15RIM: 933.37INV: 921.11 15" RCP (SW)CBMH-14RIM: 933.37INV: 919.58 30" RCP (SE)INV: 920.83 15" RCP (NE)INV: 919.97 30" RCP (NW)CBMH-13RIM: 928.57INV: 919.92 30" RCP (SE)INV: 919.92 30" RCP (NW)CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)CBMH-21RIM: 933.87INV: 918.07 15" RCP (N)INV: 916.71 36" RCP (E)INV: 916.71 36" RCP (W)CB-22RIM: 933.87INV: 918.35 15" RCP (S)CBMH-23RIM: 931.70INV: 916.44 36" RCP (E)INV: 916.44 36" RCP (SW)CBMH-24RIM: 928.16INV: 916.18 36" RCP (NE)INV: 916.18 36" RCP (SW)CBMH-69RIM: 922.50INV: 917.94 18" RCP (SE)CBMH-25RIM: 925.30INV: 915.94 36" RCP (NE)INV: 917.30 15" RCP (NW)INV: 915.94 36" RCP (SW)CB-26RIM: 925.30INV: 917.58 15" RCP (SE)CBMH-27RIM: 922.52INV: 915.65 36" RCP (NE)INV: 915.65 36" RCP (SW)STMH-73RIM: 921.86INV: 912.90 24" RCP (NW)INV: 911.50 24" RCP (SE)CBMH-28RIM: 920.50INV: 915.29 36" RCP (NE)INV: 915.79 30" RCP (SW)INV: 914.69 42" RCP (NW)OUTLETMH-72RIM: 920.92INV: 915.84 24" RCP (W)INV: 915.32 24" RCP (SE)FES-3INV: 921.40FES-6INV: 904.0068' of 30" RCP @ 0.35%92' of 30" RCP @ 0.35%176' of 30" RCP @ 0.35%98' of 30" RCP @ 0.35%69' of 30" RCP @ 0.35%59' of 30" RCP @ 0.35%76' of 36" RCP @ 0.35%75' of 36" RCP @ 0.35%68' of 36" RCP @ 0.35%84' of 36" RCP @ 0.35%102' of 36" RCP @ 0.35%194' of 30" RCP @ 0.41%28' of 42" RCP @ -0.35%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%16' of 15" RCP @ 1.00%55' of 42" RCP @ -0.35%313' of 36" RCP @ 0.35%260' of 24" RCP @ 1.00%98' of 30" RCP @ 1.94%329' of 18" RCP @ 0.28%30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00CBMH-18RIM: 938.54INV: 918.79 30" RCP (E)INV: 918.29 36" RCP (W)FES-18INV: 915.00CBMH-80RIM: 919.04INV: 915.38 15" RCP (E)INV: 915.38 15" RCP (NW)CB-79RIM: 920.20INV: 916.67 15" RCP (W)257' of 15" RCP @ 0.50%76' of 15" RCP @ 0.50%PC: 3
0
+
6
5.
5
7PT: 32+04.71PC: 32+82.87PT: 34+48.96PC: 39+03.33PT: 40+40.07PC: 43+47.77LP: 30+36.63Elev: 920.86HP: 40+55.22Elev: 940.36137' of 36" RCP @ 0.35%INV: 921.89 15" RCP (S)TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C405EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C402NOT TO SCALEKEY PLANNORTHC402ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.12"RCPFE=932.412"RCPFE=930.0MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C403MATCH LINE - SEE SHEET C403MATCH LINE - SEE SHEET C406FES-1INV: 937.00CBMH-2RIM: 943.18INV: 938.42 15" RCP (W)INV: 938.42 15" RCP (E)CB-1RIM: 943.20INV: 938.70 15" RCP (E)CBMH-4RIM: 943.48INV: 938.92 15" RCP (W)INV: 938.89 15" RCP (S)CB-3RIM: 943.48INV: 939.20 15" RCP (E)CB-15RIM: 933.37INV: 921.11 15" RCP (SW)CBMH-5RIM: 934.14INV: 929.45 15" RCP (N)INV: 929.45 15" RCP (W)INV: 929.45 15" RCP (S)CBMH-14RIM: 933.37INV: 919.58 30" RCP (SE)INV: 920.83 15" RCP (NE)INV: 919.97 30" RCP (NW)STMH-72RIM: 926.90INV: 916.44 24" RCP (N)INV: 916.44 24" RCP (S)CBMH-13RIM: 928.57INV: 919.92 30" RCP (SE)INV: 919.92 30" RCP (NW)CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)CBMH-10RIM: 926.14INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)CBMH-7RIM: 931.23INV: 926.63 15" RCP (N)INV: 926.63 15" RCP (SW)CBMH-9RIM: 926.81INV: 922.10 18" RCP (E)INV: 922.10 18" RCP (W)CBMH-8RIM: 928.39INV: 923.12 15" RCP (NE)INV: 922.87 18" RCP (W)CBMH-70RIM: 924.10INV: 917.02 18" RCP (NW)INV: 917.02 24" RCP (S)CBMH-69RIM: 922.50INV: 917.94 18" RCP (SE)92' of 15" RCP @ 1.55%28' of 15" RCP @ 1.00%219' of 15" RCP @ 4.30%66' of 15" RCP @ 4.30%82' of 15" RCP @ 4.30%176' of 30" RCP @ 0.35%98' of 30" RCP @ 0.35%69' of 30" RCP @ 0.35%59' of 30" RCP @ 0.35%70' of 18" RCP @ 1.05%73' of 18" RCP @ 1.05%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%329' of 18" RCP @ 0.28%102' of 24" RCP @ 0.28%157' of 24" RCP @ 0.28%41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0028' of 15" RCP @ 1.00%CB-6RIM: 934.14INV: 929.73 15" RCP (E)CBMH-71RIM: 924.50INV: 916.74 24" RCP (N)INV: 916.74 24" RCP (S)PT: 40+40.07PC: 43+47.77PT: 44+73.62PC: 45+33.13PT: 47+34.87LP: 44+64.09Elev: 926.51HP: 40+55.22Elev: 940.36HP: 51+59.71Elev: 947.36105' of 24" RCP @ 0.28%CB-11RIM: 926.14INV: 921.89 15" RCP (S)28' of 15" RCP @ 1.00%EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C403NOT TO SCALEKEY PLANNORTHC403ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C404CBMH-34RIM: 930.26INV: 917.95 24" RCP (S)INV: 917.95 24" RCP (NE)CBMH-35RIM: 930.42INV: 918.18 24" RCP (S)INV: 918.18 24" RCP (N)CBMH-45RIM: 927.32INV: 922.78 18" RCP (S)CBMH-46RIM: 927.29INV: 922.50 18" RCP (N)INV: 922.50 18" RCP (S)CBMH-32RIM: 928.66INV: 917.67 24" RCP (SW)INV: 917.03 15" RCP (NW)INV: 917.42 30" RCP (NE)CB-33RIM: 928.66INV: 917.14 15" RCP (SE)CBMH-43RIM: 928.33INV: 921.41 15" RCP (S)INV: 921.41 15" RCP (W)CB-44RIM: 925.96INV: 921.69 15" RCP (N)CBMH-47RIM: 927.17CB-37RIM: 927.25INV: 923.41 15" RCP (E)CBMH-36RIM: 927.83INV: 919.13 24" RCP (S)INV: 923.13 15" RCP (W)INV: 918.88 24" RCP (N)CBMH-38RIM: 926.22INV: 919.55 18" RCP (S)INV: 919.55 24" RCP (N)STMH-80RIM: 923.13INV: 917.78 18" RCP (S)INV: 917.78 18" RCP (W)CBMH-39RIM: 925.23INV: 919.78 18" RCP (SE)INV: 919.78 18" RCP (N)FES-8INV: 917.00CB-41RIM: 924.76INV: 920.51 15" RCP (NE)CBMH-40RIM: 924.76INV: 920.23 15" RCP (SW)INV: 920.23 15" RCP (E)INV: 919.98 18" RCP (NW)CBMH-30RIM: 923.91INV: 916.59 30" RCP (SW)INV: 916.39 24" RCP (NW)INV: 916.59 30" RCP (NE)FES-7INV: 917.00FES-9INV: 917.50OUTLETMH-74RIM: 920.61INV: 908.90 24" RCP (NW)INV: 916.34 15" RCP (SW)INV: 908.90 30" RCP (E)FES-5INV: 916.50243' of 30" RCP @ 0.34%124' of 24" RCP @ 0.34%67' of 18" RCP @ 0.34%64' of 18" RCP @ 0.32%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%83' of 24" RCP @ 0.34%28' of 15" RCP @ 0.38%16' of 15" RCP @ 1.00%188' of 15" RCP @ 0.48%28' of 18" RCP @ 1.00%89' of 18" RCP @ 6.15%207' of 24" RCP @ 0.34%68' of 24" RCP @ 0.34%260' of 24" RCP @ 1.00%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PC: 12+15.35PT: 13+88.92PC: 18+87.77PT: 21+00.76PC: 24+31.75PT: 2
5
+
8
4.
6
2 LP: 19+52.79Elev: 925.15HP: 24+59.95Elev: 930.8858' of 15" RCP @ 0.48%CBMH-42RIM: 924.79INV: 920.51 15" RCP (E)INV: 920.51 15" RCP (W)TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C404NOT TO SCALEKEY PLANNORTHC404ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.302212TAMARAK FARM ESTATESMATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C408MATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C406MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C405CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)CBMH-45RIM: 927.32INV: 922.78 18" RCP (S)CBMH-46RIM: 927.29INV: 922.50 18" RCP (N)INV: 922.50 18" RCP (S)CBMH-47RIM: 927.17STMH-80RIM: 923.13INV: 917.78 18" RCP (S)INV: 917.78 18" RCP (W)FES-8INV: 917.00FES-7INV: 917.00FES-9INV: 917.50OUTLETMH-74RIM: 920.61INV: 908.90 24" RCP (NW)INV: 916.34 15" RCP (SW)INV: 908.90 30" RCP (E)FES-5INV: 916.50CBMH-78RIM: 913.20INV: 908.48 15" RCP (S)INV: 908.48 18" RCP (NW)CBMH-77RIM: 914.77INV: 910.50 15" RCP (N)FES-15INV: 906.00FES-6INV: 904.0059' of 30" RCP @ 0.35%16' of 15" RCP @ 1.00%148' of 18" RCP @ 4.84%28' of 18" RCP @ 1.00%89' of 18" RCP @ 6.15%260' of 24" RCP @ 1.00%98' of 30" RCP @ 1.94%202' of 15" RCP @ 1.00%136' of 18" RCP @ 1.82%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%10+0011+0012+0013+0014+0015+00OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PC: 9+46.88PRC: 10+21.42PT: 10+95.97PC: 12+15.35PT: 13+88.92TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C405EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C405NOT TO SCALEKEY PLANNORTHC405ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT A2211TAMARAK FARM ESTATESMATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C406MATCH LINE - SEE SHEET C403MATCH LINE - SEE SHEET C406CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)CBMH-10RIM: 926.14INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)INV: 922.10 18" RCP (E)INV: 922.10 18" RCP (W)FES-2INV: 922.0859' of 30" RCP @ 0.35%157' of 24" RCP @ 0.28%LP: 44+64.09Elev: 926.5128' of 15" RCP @ 1.00%EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C406NOT TO SCALEKEY PLANNORTHC406ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.3050TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE
A=ONE
;
=ONE A
=ONE ;STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.4STMHSTMHRIM=901.7INLET=901.0CBRIM=902.9CBRIM=903.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.812"RCP15"RCP15"RCP12"RCPLILY AVE N.MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C408CBMH-47RIM: 927.17INV: 924.96 15" RCP (E)INV: 924.96 18" RCP (N)INV: 918.60 15" RCP (NE)FES-9INV: 917.50OUTLETMH-82RIM: 910.00INV: 905.00 18" RCP (NE)INV: 905.00 18" RCP (SW)FES-10INV: 911.00FES-13INV: 905.00FES-14INV: 902.0028' of 15" RCP @ 1.00%33' of 18" RCP @ 0.00%33' of 18" RCP @ 9.14%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%28' of 15" RCP @ 1.00%OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PT: 5+75.49HP: 6+81.70Elev: 931.39187' of 15" RCP @ 4.52%8' of 15" RCP @ -0.82%15' of 15" RCP @ -1.96%15' of 15" RCP @ 3.24%FES-19INV: 897.80FES-21INV: 895.80FES-20INV: 896.50EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C407NOT TO SCALEKEY PLANNORTHC407ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.304OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0INLET=900.6(DIRT FILLED)STMHRIM=901.7INLET=900.9INV=894.4STMHINLET=901.015"RCP12"RCP12"RCP50TH STREET N.MATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C408MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C408CBMH-47RIM: 927.17INV: 924.96 15" RCP (E)INV: 924.96 18" RCP (N)CB-48RIM: 929.74INV: 925.24 15" RCP (W)CBMH-50RIM: 922.87INV: 918.32 15" RCP (SW)INV: 918.32 15" RCP (SE)CB-49RIM: 922.85INV: 918.60 15" RCP (NE)CBMH-51RIM: 919.04INV: 914.70 15" RCP (NW)INV: 914.70 15" RCP (SE)FES-9INV: 917.50CBMH-52RIM: 916.32INV: 911.30 15" RCP (NW)INV: 907.44 21" RCP (E)INV: 907.44 18" RCP (SW)CBMH-53RIM: 916.28INV: 907.14 18" RCP (NE)INV: 907.14 24" RCP (SW)CBMH-75RIM: 914.10INV: 908.11 18" RCP (N)INV: 908.11 21" RCP (S)CB-73RIM: 914.68INV: 910.50 15" RCP (S)CBMH-74RIM: 914.69INV: 909.39 15" RCP (N)INV: 909.39 18" RCP (S)CB-58RIM: 914.01INV: 909.76 15" RCP (W)CBMH-59RIM: 914.32INV: 909.22 15" RCP (E)INV: 909.22 15" RCP (W)FES-12INV: 906.00OUTLETMH-82RIM: 910.00INV: 905.00 18" RCP (NE)INV: 905.00 18" RCP (SW)FES-10INV: 911.00FES-11INV: 906.00FES-13INV: 905.00FES-14INV: 902.00STMH-76RIM: 915.59INV: 907.71 21" RCP (N)INV: 907.71 21" RCP (W)80' of 15" RCP @ 4.50%30' of 18" RCP @ 1.00%89' of 24" RCP @ 1.28%256' of 18" RCP @ 0.50%80' of 21" RCP @ 0.50%36' of 15" RCP @ 1.50%82' of 15" RCP @ 3.93%28' of 15" RCP @ 1.00%33' of 18" RCP @ 0.00%33' of 18" RCP @ 9.14%76' of 15" RCP @ 4.50%148' of 18" RCP @ 4.84%222' of 15" RCP @ 0.50%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%28' of 15" RCP @ 1.00%0+001+002+003+00
4+005+00
6+007+008+009+0010+0011+00OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PC: 2+07.00PT: 3+81.45PC: 4+27.80PT: 5+75.49PC: 9+46.88PRC: 10+21.42LP: 1+55.36Elev: 914.40HP: 6+81.70Elev: 931.39187' of 15" RCP @ 4.52%53' of 21" RCP @ 0.50%15' of 15" RCP @ 3.24%FES-19INV: 897.80FES-20INV: 896.50EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C408NOT TO SCALEKEY PLANNORTHC408ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE
A=ONE
;=ONE
A
=ONE ;
=ONE A=ONE ;
=ONE A=ONE ;
=ONE
A
=ONE
;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.BEGIN GRAVITY SANITARYSEWER SYTEMBEGIN GRAVITY SANITARYSEWER SYTEMBEGIN GRAVITY SANITARYSEWER SYTEMLIFT STATION -END OF GRAVITYSANITARY SEWER SYTEMCONNECT TO EXISTINGWM IN 50TH STREET N.CONNECT TO EXISTINGWM IN LINDEN AVE N.HYDRANTHYDRANTHYDRANTHYDRANTHYDRANTEXISTINGHYDRANTHYDRANTHYDRANTTOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30500' HYDRANTSERVICE AREAS (TYP.)500' HYDRANTSERVICE AREAS (TYP.)DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALLSANITARY SEWERAND WATERMAINPLANC5000NORTH75150300EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANS1.ALL SANITARY SEWER AND ACCESORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS ANDDETAILS.2.ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED IN ACCORDING TO CITY OF STANDARD DRAWING 103 "GRANULAR MATERIAL BEDDING METHOD" (FORPVC SANITARY SEWER PIPE).3.UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR 35 WITH ELASTOMETRIC GASKETED JOINTS.4.ALL SANITARY SEWER SERVICES SHALL BE 4-INCH PVC, SCH. 40.5.SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM D-3034 FOR THE SIZE, STANDARD DIMENSION RATION(SDR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS.6.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THETYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.7.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS PROVIDED ON ALL SANITARY SEWER MANHOLES.ADDITIONALLY A BITUMASTIC SEAL STRIP SHALL BE PLACED AT ALL MANHOLE RISER JOINTS.8.SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLDIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE.9.A 1'-0" TO 1'-6" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE.10.ALL SERVICE LINE STUBS MUST HAVE 2" x 2" HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM THE END OF PIPE TO FINISHED GRADE ELEVATION.11.UPON MARKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THEEXISTING SEWER BY IMMEDIATELY INSTALLING WATERTIGHT PLUGS AS NEEDED IN THE EXISTING MANHOLE.12.ALL MAINLINE SANITARY SEWER AND SERVICES SHALL HAVE TRACER WIRE PER CITY SPECIFICATIONS AND DETAILS.13.ALL NEW SANITARY SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TO SUBSTANTIAL COMPLETION SEE SPECIFICATION SECTION 1700 - CLOSEOUT REQUIREMENTS.CITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARDSPECIFICATIONS AND DETAILS.2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL.3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE, CLASS--52.4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH POLYETHYLENEENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR -- BLUE NUTS & BOLTS.5.USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES.6.GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL. GATE VALVES MUSTCOMPLY WITH CEAM SPEC 2611.2.C.2.7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES.8.BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR APPROVED EQUAL. BUTTERFLY VALVES SHALL COMPLY WITH CEAMSPEC. 26 11.2.CA.9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAIN LESS STEEL.10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB.11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVED EQUAL, FITTED WITH FH 800 SERIES FLEX STAKE AND PAINTED RED.12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2- 12 (1. D.) HOSE CONNECTIONS ANDONE 5" STORZ NOZZLE (MODEL WB--67) AND PENTAGON NUT END CAP.13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 - FT ADJUSTMENT RANGE AND SHALLEXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSESWHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT.15.THE CONTRACTOR MUST PROVIDE THE FOLLOWING WATER SYSTEM SUPPLIES TO THE CITY:1. ONE EXTRA NEW SIX-INCH HYDRANT EXTENSION PER PROJECT.2. ONE EXTRA HYDRANT FLEX STAKE MARKER FOR EACH 10 HYDRANTS, MINIMUM ONE PER PROJECT.3. ONE HYDRANT STORZ WRENCH OR REPAIR KIT PER PROJECT.4. ONE 12-FOOT GATE VALVE KEY PER PROJECT.FEMA FLOOD PLAIN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT DST. CROX SANCTUARYSAN-25RIM: 929.55INV: 912.29 8" PVC (NE)INV: 912.19 8" PVC (SW)SAN-24RIM: 925.28INV: 911.69 8" PVC (NE)INV: 911.59 8" PVC (SW)SAN-46RIM: 925.20INV: 919.89 8" PVC (SE)SAN-19RIM: 923.54INV: 903.78 8" PVC (NE)INV: 908.37 8" PVC (NW)INV: 903.68 8" PVC (SW)SAN-23RIM: 922.89INV: 911.24 8" PVC (NE)INV: 909.24 8" PVC (SW)SAN-20RIM: 922.95INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)SAN-45RIM: 924.38INV: 918.95 8" PVC (NW)INV: 917.93 8" PVC (E)SAN-44RIM: 924.10INV: 913.98 8" PVC (W)INV: 913.88 8" PVC (E)SAN-41RIM: 923.64INV: 910.63 8" PVC (NW)INV: 910.53 8" PVC (SE)SAN-22RIM: 921.09INV: 908.89 8" PVC (NE)INV: 908.89 8" PVC (SW)SAN-21RIM: 921.04INV: 908.62 8" PVC (NE)INV: 905.03 8" PVC (SW)SAN-42RIM: 923.37INV: 911.59 8" PVC (W)INV: 911.49 8" PVC (SE)SAN-43RIM: 923.16INV: 912.36 8" PVC (W)INV: 912.26 8" PVC (E)100' of 8" PVC @ 0.50%70' of 8" PVC @ 0.50%69' of 8" PVC @ 0.50%54' of 8" PVC @ 0.50%100' of 8" PVC @ 1.00%297' of 8" PVC @ 0.50%30' of 8" PVC @ 0.50%56' of 8" PVC @ 7.04%203' of 8" PVC @ 0.75%79' of 8" PVC @ 0.85%86' of 8" PVC @ 1.01%233' of 8" PVC @ 0.93%100' of 8" PVC @ 0.94%26+0027+0028+0029+0030+0031+0032+0033+000+00
1+00
2+00
3+00
4+005+006+007+008+009+009+208" GATEVALVE8" GATEVALVE8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" X 8" TEE8" 45.00° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE8" GATEVALVE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTCAP 8" WMDEAD ENDTOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C504500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C501NOT TO SCALEKEY PLANC501NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYSAN-28RIM: 936.62INV: 914.43 8" PVC (E)INV: 914.33 8" PVC (W)SAN-29RIM: 938.94INV: 915.67 8" PVC (E)INV: 915.57 8" PVC (W)SAN-30RIM: 939.64INV: 916.11 8" PVC (SE)INV: 916.01 8" PVC (W)SAN-31RIM: 940.32INV: 916.55 8" PVC (SE)INV: 916.45 8" PVC (NW)SAN-32RIM: 928.94INV: 918.19 8" PVC (SE)INV: 918.09 8" PVC (NW)SAN-33RIM: 927.08INV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-27RIM: 934.32INV: 913.23 8" PVC (E)INV: 913.13 8" PVC (W)SAN-26RIM: 932.57INV: 912.76 8" PVC (E)INV: 912.66 8" PVC (SW)SAN-25RIM: 929.55INV: 912.29 8" PVC (NE)INV: 912.19 8" PVC (SW)SAN-24RIM: 925.28INV: 911.69 8" PVC (NE)INV: 911.59 8" PVC (SW)SAN-23RIM: 922.89INV: 911.24 8" PVC (NE)INV: 909.24 8" PVC (SW)INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)SAN-22RIM: 921.09INV: 908.89 8" PVC (NE)INV: 908.89 8" PVC (SW)SAN-21RIM: 921.04INV: 908.62 8" PVC (NE)INV: 905.03 8" PVC (SW)51' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%308' of 8" PVC @ 0.50%67' of 8" PVC @ 0.50%68' of 8" PVC @ 0.50%227' of 8" PVC @ 0.50%74' of 8" PVC @ 0.50%74' of 8" PVC @ 0.50%100' of 8" PVC @ 0.50%70' of 8" PVC @ 0.50%69' of 8" PVC @ 0.50%54' of 8" PVC @ 0.50%220' of 8" PVC @ 0.50%30' of 8" PVC @ 0.50%30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+008" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP
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8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C505500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C502NOT TO SCALEKEY PLANNORTHC502ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.12"RCPFE=932.412"RCPFE=930.0EXISTINGHYDRANTSAN-40RIM: 947.04INV: 939.37 8" PVC (S)SAN-39RIM: 944.16INV: 936.49 8" PVC (N)INV: 936.39 8" PVC (S)SAN-32RIM: 928.94INV: 918.19 8" PVC (SE)INV: 918.09 8" PVC (NW)SAN-38RIM: 933.93INV: 926.84 8" PVC (N)INV: 926.84 8" PVC (S)SAN-33RIM: 927.08INV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-34RIM: 926.52INV: 918.85 8" PVC (E)INV: 918.85 8" PVC (W)SAN-35RIM: 927.53INV: 919.86 8" PVC (NE)INV: 919.76 8" PVC (W)SAN-36RIM: 929.68INV: 922.01 8" PVC (NE)INV: 921.91 8" PVC (SW)SAN-37RIM: 931.80INV: 924.13 8" PVC (N)INV: 924.13 8" PVC (SW)233' of 8" PVC @ 1.24%246' of 8" PVC @ 3.88%44' of 8" PVC @ 6.21%52' of 8" PVC @ 4.10%75' of 8" PVC @ 2.73%92' of 8" PVC @ 0.98%51' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%308' of 8" PVC @ 0.50%41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+008" GATEVALVE8" DIP WM8" DIP WM8" DIP WM8" DIP
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M
8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTCONNECT TOEXISTING 8" WMMATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C506500' HYDRANT SERVICE AREA500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C503NOT TO SCALEKEY PLANNORTHC503SANITARY SEWERAND WATERMAINPLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30SAN-17RIM: 930.63INV: 901.72 8" PVC (NE)INV: 901.62 8" PVC (S)SAN-16RIM: 930.79INV: 901.24 8" PVC (N)INV: 901.14 8" PVC (S)SAN-5RIM: 927.90INV: 913.46 8" PVC (E)INV: 913.36 8" PVC (W)SAN-18RIM: 929.33INV: 902.20 8" PVC (NE)INV: 902.10 8" PVC (SW)SAN-4RIM: 927.17INV: 911.89 8" PVC (E)INV: 911.79 8" PVC (W)SAN-3RIM: 925.41INV: 910.03 8" PVC (E)INV: 909.93 8" PVC (W)SAN-15RIM: 926.60INV: 899.49 8" PVC (N)INV: 899.39 8" PVC (S)SAN-14RIM: 925.92INV: 899.13 8" PVC (N)INV: 899.03 8" PVC (SE)SAN-2RIM: 925.17INV: 909.67 8" PVC (E)INV: 909.57 8" PVC (NW)SAN-1RIM: 925.35INV: 898.79 8" PVC (NW)INV: 909.27 8" PVC (SE)INV: 899.51 8" PVC (NE)SAN-19RIM: 923.54INV: 903.78 8" PVC (NE)INV: 908.37 8" PVC (NW)INV: 903.68 8" PVC (SW)RIM: 922.95INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)297' of 8" PVC @ 0.50%76' of 8" PVC @ 0.50%75' of 8" PVC @ 0.50%331' of 8" PVC @ 0.50%52' of 8" PVC @ 0.50%48' of 8" PVC @ 0.50%67' of 8" PVC @ 0.35%30' of 8" PVC @ 0.50%147' of 8" PVC @ 1.00%52' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%352' of 8" PVC @ 0.50%14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C504500' HYDRANT SERVICE AREA500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C504NOT TO SCALEKEY PLANNORTHC504ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.302212TAMARAK FARM ESTATESHYDRANTSAN-10RIM: 929.74INV: 915.79 8" PVC (S)INV: 915.69 8" PVC (N)INV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-7RIM: 928.50INV: 914.26 8" PVC (S)INV: 914.16 8" PVC (NW)SAN-5RIM: 927.90INV: 913.46 8" PVC (E)INV: 913.36 8" PVC (W)SAN-8RIM: 928.77INV: 914.62 8" PVC (S)INV: 914.52 8" PVC (N)SAN-4RIM: 927.17INV: 911.89 8" PVC (E)INV: 911.79 8" PVC (W)SAN-9RIM: 929.37INV: 915.32 8" PVC (S)INV: 915.22 8" PVC (N)INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)51' of 8" PVC @ 0.50%30' of 8" PVC @ 0.50%95' of 8" PVC @ 0.39%119' of 8" PVC @ 0.50%52' of 8" PVC @ 0.50%55' of 8" PVC @ 0.50%147' of 8" PVC @ 1.00%64' of 8" PVC @ 0.50%10+0011+0012+0013+0014+0015+00SAN-6RIM: 928.22INV: 913.88 8" PVC (SE)INV: 913.78 8" PVC (W)74' of 8" PVC @ 0.50%8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C508MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C506MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C505500' HYDRANTSERVICE AREAS (TYP.)EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C505NOT TO SCALEKEY PLANNORTHC505ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT A2211TAMARAK FARM ESTATESINV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-34RIM: 926.52INV: 918.85 8" PVC (E)INV: 918.85 8" PVC (W)SAN-35RIM: 927.53INV: 919.86 8" PVC (NE)INV: 919.76 8" PVC (W)92' of 8" PVC @ 0.98%51' of 8" PVC @ 0.50%MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C506MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C506EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C506NOT TO SCALEKEY PLANNORTHC506ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.3050TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE
A=ONE
;
=ONE A
=ONE ;STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.4STMHSTMHRIM=901.7INLET=901.0CBRIM=902.9CBRIM=903.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.812"RCP15"RCP15"RCP12"RCPLILY AVE N.8" 45.00° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW6" GATEVALVE6" HYDRANTMATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C508EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C507NOT TO SCALEKEY PLANNORTHC507ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.304OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0INLET=900.6(DIRT FILLED)STMHRIM=901.7INLET=900.9INV=894.4STMHINLET=901.015"RCP12"RCP12"RCP50TH STREET N.SAN-10RIM: 929.74INV: 915.79 8" PVC (S)INV: 915.69 8" PVC (N)RIM: 929.37INV: 915.32 8" PVC (S)INV: 915.22 8" PVC (N)SAN-11RIM: 930.22INV: 916.26 8" PVC (S)INV: 916.16 8" PVC (N)SAN-12RIM: 929.84INV: 918.11 8" PVC (S)INV: 918.01 8" PVC (N)SAN-13RIM: 925.60INV: 918.60 8" PVC (N)98' of 8" PVC @ 0.50%350' of 8" PVC @ 0.50%95' of 8" PVC @ 0.39%0+001+002+003+00
4+005+00
6+007+008+009+0010+0011+0074' of 8" PVC @ 0.50%8" GATEVALVE8" DIP
W
M
8" DIP
W
M
8" DIP WM8" DIP WM8" DIP WM8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 45.00° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE6" GATEVALVE6" HYDRANTWET TAP EXISTING14" WATERMAINMATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C508MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C508500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C508NOT TO SCALEKEY PLANNORTHC508ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN
936 934948948 944944
944
944944944914914
914914914
914
914916 916916
916916916 916916916924
904 906
908
912
914918918918918918918 918918 918918
918 918918918918 918918918918922922922922
922
922922922922922924924 924924924924924 924924924926926 926926926926926926 926926926928928 928928928928928928928928928932
928928926926926926926
926924924924924 924924
924922
922922
922922
918
916 916916916916916916916916916
916
914 914914914914914914914912
912
912912912 912912912908 908908908908 908906 906906906906904
904
904904904902 902902902
902922898 898898896896896894 894894892 892892926928924924922922
922 922922922922922922924924924 924924924924926926
926 926926926926926926922922922
928928928
928928
928932932932932 908908908934906
906906924934934
926
908
928936904904904902902902898898896896908908912936912916
934932932932
932932932932932932932898934934934
934934934934934934916918918918918918918918936936936936
936936936936936936938
938938938
938938938938916938918916916936916916916914914914914922926926942942
942
942
942912946946
946946946948948
922922922952 952
924954954956 956928928
958958918962962
918924926926926
964964
924948948
916952 952952966966
954954
954954
918916918918916916956914914914952912968968
908908954958906904944942946 972944942 974962964926 944956
956932934964966964962 912
912912912 912912
962964966964934
932956
956944926 964962974942
944972946 942944904906958954908908968968
912952914914914956916916918918916918954954
954954 966966
952952952916 948948
924964964
926926926
924918962962
918958958928928
956956954954
924952952
922922 922948948
946946
946946946912942942
942
942
942926926912912922914914914914916916916936916916918916938938938938
938938936936936
936936936918918918918918918916934934934
934934934898932932932
932932932934916912936912908908 896896898898902902902904904904936928908
926
934934 924906
906906934908908908932932932932
912
912912912 912912
928928928
928928
922922922
926926926
926 926926926926924924924 924924924922922
922 922922922922924924 928926
892 892892894 894894896896896898 898898922902 902902902
902904
904
904904906 906906906908 908908908908
912
912
912912912 912914 914914914914914916
916 916916916916916916918922922922924924924924926926926928932928928928928928
928928928928928926926 926926926926926926 926924924 924924924924924 924924924922922 922922922
922922922922922918 918918
918 918918918918 918918918918918918918918914
912
908
906904
924
916 916916
916916916 916916916914914
914914914
914
914944944
944
944944944948948 934936
928
926924922920936
902
922
924
926
928
930
920
922924926928948946944942948950952954934936932930928934932934936938934936926932932934
936952
954
956
958
960
962
964
966
95295495695895054OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE
A=ONE
;=ONE
A
=ONE ;
=ONE A=ONE ;
=ONE A
=ONE ;
=ONE
A
=ONE
;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.RQ FB: 923.4HWL: 921.4RQ FB: 923.4HWL: 921.4GS: 949.50
FF: 950.00
L16 B5
WO
[927.90]
(1 STEPS)
LF: 938.50
(LO/WW: 1002.00)
RG: 938.00
GS: 947.00
FF: 947.50
L15 B5
WO
[927.90]
(1 STEPS)
LF: 936.00
(LO/WW: 1002.00)
RG: 935.50
GS: 9
3
9.
0
0
FF: 9
3
9.
5
0
L11
B
5
WO
[927.
9
0](1 ST
E
P
S)
LF: 9
2
8.
0
0
(LO/W
W:
9
2
8.
0
0)
RG:
9
2
7.
5
0
GS: 944.00
FF: 944.50
L14 B5
WO
[927.90]
(1 STEPS)
LF: 933.00
(LO/WW: 933.00)
RG: 932.50
GS: 938.00
FF: 939.50
L13 B5
WO
[927.90]
(3 STEPS)
LF: 928.00
(LO/WW: 928.00)
RG: 927.50
GS:
9
3
4.
0
0
FF:
939.50L12 B5
SOG[927.
9
0](3 ST
E
P
S)LF: 9
2
8.00(LO/W
W:
9
2
8.
0
0)
RG:
9
2
7.50
GS:
9
4
2.
0
0
FF:
9
4
2.
5
0
L10 B5
WO
[927.
9
0](1 STE
P
S)
LF: 9
31.00(LO/W
W: 931.00)
RG:
9
3
0.
5
0
GS: 941.50FF: 942.00L9 B5WO[927.90](1 STEPS)LF: 930.50(LO/WW: 930.50)RG: 930.00GS: 941.00FF: 941.50B5 L8WO[927.90](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 940.50FF: 941.00L7 B5WO[923.40 ](1 STEPS)LF: 929.50(LO/WW: 929.50)RG: 929.00GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 930.00FF: 931.50L11 B6WO[919.20 ](3 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 934.00FF: 936.00L2 B5WO[923.40 ](4 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 935.50FF: 936.00L3 B5WO[923.40 ](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 937.00FF: 937.50L4 B5WO[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 938.00FF: 938.50B5 L5WO[923.40 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 939.00FF: 939.50L6 B5WO[923.40 ](1 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50GS: 928.00FF: 928.50L1 B5SOG[923.40 ](3 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 949.00FF: 949.50L18 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 949.00FF: 949.50L17 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 947.00FF: 947.50L16 B6WO[931.00](1 STEPS)LF: 936.00(LO/WW: 936.00)RG: 935.50GS: 945.00FF: 945.50L15 B6WO[931.00](1 STEPS)LF: 934.00(LO/WW: 934.00)RG: 933.50GS: 941.00FF: 942.50L14 B6WO[931.00](3 STEPS)LF: 931.00(LO/WW: 931.00)RG: 930.50GS: 935.50FF: 936.00L13 B6WO[919.20](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 932.00FF: 932.50L12 B6WO[919.20](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 931.50FF: 932.00L9 B6WO
[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)
RG: 920.00GS: 936.00FF: 936.50L8 B6WO
[919.20 ](1 STEPS)LF: 925.00(LO/WW: 925.00)RG: 924.50GS: 940.00FF: 940.50B6 L7WO
[919.20 ](1 STEPS)LF: 929.00(LO/WW: 929.00)RG: 928.50GS: 941.00FF: 941.50L6 B6WO[919.20 ](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 939.50FF: 940.00L5 B6WO[919.20 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 938.00FF: 938.50L4 B6WO[919.20 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 937.00FF: 937.50L3 B6WO[919.20 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 933.00FF: 933.50L2 B6WO[919.20 ](1 STEPS)LF: 922.00(LO/WW: 922.00)RG: 921.50GS: 925.00FF: 925.50L1 B6SOG[919.50 ](1 STEPS)LF: 925.50(LO/WW: 925.50)RG: 925.00GS: 925.50FF: 926.00L4 B2SOG[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 928.00FF: 928.50B2 L3SOG[923.40 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 932.00FF: 935.00L2 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 932.00FF: 935.00L1 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 931.00FF: 931.50L8 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L7 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L6 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.50FF: 932.00L5 B1WO[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 932.00FF: 932.50B1 L4WO[919.20 ](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L3 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L2 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 930.50FF: 931.00L1 B1WO[919.20 ](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00GS: 927.50FF: 928.00L1 B3WO[898.38](1 STEPS)LF: 916.50(LO/WW: 916.50)RG: 916.00GS: 928.50FF: 929.00L2 B3WO[898.38](1 STEPS)LF: 917.50(LO/WW: 917.50)RG: 917.00GS: 930.50FF: 931.00L3 B3WO[898.38](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00GS: 932.00FF: 932.50L4 B3WO[898.38](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L5 B3WO[898.38](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L6 B3WO[920.30](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 931.00FF: 932.50L7 B3WO[920.30](3 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 92
4
.
5
0
FF: 92
5
.
0
0
L8 B3
SOG
[920.30
]
(1 ST
E
P
S
)
LF: 92
4.
5
0
(LO/W
W
:
9
2
4
.
5
0
)
RG: 92
4.
0
0
GS: 92
5
.
5
0
FF: 92
6
.
0
0
L9 B3
SOG
[920.3
0]
(1 ST
E
P
S
)
LF: 92
5.
5
0
(LO/W
W
:
9
2
5
.
5
0
)
RG: 92
5.
0
0
GS: 925.50FF: 926.00L9 B3SOG[920.30](1 STEPS)LF: 923.50(LO/WW: 925.50)RG: 925.00GS: 926.00FF: 926.50L1 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.00GS: 926.00FF: 926.50L2 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.00TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL GRADINGPLANC6001.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.All construction shall be performed in accordance with state and localstandard specifications for construction.5.Permittees must not excavate infiltration systems to final grade, orwithin three (3) feet of final grade, until the contributing drainage areahas been constructed and fully stabilized unless they provide rigorouserosion prevention and sediment controls (e.g., diversion berms) tokeep sediment and runoff completely away from the infiltration area.GRADING NOTESSYMBOL LEGENDSYMBOL LEGENDCITY OF LAKE ELMOSITE RESTORATION PLAN NOTES1.RESTORE ALL DISTURBED AREAS WITH 6 INCHES OF TOPSOILCONFORMING TO MNDOT 3877.2.PROTECT ALL STORM SEWER INLETS AS SPECIFIED HEREINAND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED.3.MAINTAIN ALL SILT FENCE AND REPAIR OR REPLACE AS NEEDEDOR REQUIRED UNTIL TURF HAS BEEN ESTABLISHED.4.RESTORATION WORK SHALL BEGIN WITHIN 7 DAYS OF FINAL GRADING.5.BOULEVARD AND DITCH RESTORATION INCLUDES FINE GRADING,WHICH INCLUDES THE REMOVAL OF ROCKS, DEBRIS AND SOILCHUNKS, WHILE MAINTAINING POSITIVE DRAINAGE.CITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.SEE SHEET C700 FOR THE CITY OF LAKE ELMO'S GRADING ANDEROSION STANDARDS PLAN NOTES.0NORTH75150300ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKTYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPE902.00 TC901.00 GLSEDIMENT LOGSILT FENCESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAIN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30944944914916918922922 922922922924924924924924926926926 928928928928922922924924926926928932932932934934918918918918918918918936936938
938916916916916916914914914914922926926942
942912946922922922924918918924924948916 952952954918916918918916916956914914914912908958906904944942962964926
956
932934966 912
966934
932956
926 964962942944904906958908912914914914956916916918918916918954952952916 948924924918918924922922922946912942
942926926912912922914914914914916916916916916938
938936936918918918918918918934934932932932912
928926926924924922928928928928926926926 924924924924924922922 922922922918916914944944920
922924926928OUTLOT DST. CROX SANCTUARYRQ FB: 923.4HWL: 921.426+0027+0028+0029+0030+0031+0032+0033+000+00
1+00
2+00
3+00
4+005+006+007+008+009+009+20921921922922923923924924925925926926927927928928929930931923923923924925926915916917918919920921922923924925926913914915916917918919920921922923924925926927928929930931916917918919920921922923924925925926926915915916916917917918918919919920920920920921921921921922922923923924924925925926926927927928928929929930930931931932933933934934935936937938939940941942943944945946947948949950951952953954955956957958959960961962963964922916917918919920
915
915
916
916
917
917
918
918
919
919
920
920
921
921
922
922
923
923
924
925
926
927
928
RIP-RAP @ OUTLETRIP-RAP @ OUTLETRIP-RAP @ OUTLETTWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE2.0%2.0%3H:1V3H:1V3H:1V3H:1V4H:1V4H:1V4H:1V4H:1V4H:1V3H:1V5H:1V5H:1V3H:1V5H:1V
3H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFWETLAND #7 & #8LARSON 100-YEAR HWL: 919.56VBWD 100-YEAR HWL: 921.40WETLAND #9LARSON 100-YEAR HWL: 945.56VBWD 100-YEAR HWL: 945.40WETLAND #10LARSON 100-YEAR HWL: 918.26VBWD 100-YEAR HWL: 918.30GS: 934.00FF: 936.00L2 B5WO[923.40 ](4 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 928.00FF: 928.50L1 B5SOG[923.40 ](3 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 925.00FF: 925.50L1 B6SOG[919.50 ](1 STEPS)LF: 925.50(LO/WW: 925.50)RG: 925.00GS: 925.50FF: 926.00L4 B2SOGGS: 932.50FF: 933.00L6 B3WO[920.30](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 931.00FF: 932.50L7 B3WO[920.30](3 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 9
2
4.
5
0
FF: 9
2
5.
0
0
L8 B3
SOG
[920.3
0]
(1 ST
E
P
S
)
LF: 9
2
4.
5
0
(LO/W
W:
9
2
4.
5
0)
RG: 9
2
4.
0
0
GS: 9
2
5.
5
0
FF: 9
2
6.
0
0
L9 B3
SOG
[920.3
0]
(1 ST
E
P
S
)
LF: 9
2
5.
5
0
(LO/W
W:
9
2
5.
5
0)
RG: 9
2
5.
0
0
GS: 925.50FF: 926.00L9 B3SOG[920.30](1 STEPS)LF: 923.50(LO/WW: 925.50)RG: 925.00GS: 926.00FF: 926.50L1 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.00GS: 926.00FF: 926.50L2 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.003.3%6.3%1.3%2.8%2.3%5.7%5.7%4.4%2.9%
3.3%
5.6%921.30 B (EOF)921.40 G (EOF)921.40 G (EOF)918.30 G (EOF)2.0%4.50%1.95%INFILTRATION BASIN #3BASIN BOTTOM: 914.50OUTLET: 916.00LARSON 100-YEAR HWL: 920.33VBWD 100-YEAR HWL: 921.40WQV: 56,444 CF919.1 B (EOF)TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C604PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C601KEY PLANC601NORTHGRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKNOT TO SCALE
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30948948
944
944914916
916918
918918922
922922922924
924924924926
926926928
928928908906904902932
932932898934
934934916918936
936936936938938938916918926926942
946946922952
954 956958962964
948952952966
954954956952968968
954958944942946 972974962964944966912
966944964962974972946 942944958954968968
952956954954966
952952948964 962 958956954
952
922946946942
926926918916938938936
936936918916934
934934898932
932932902904906908912
928
928928926
926926924
924924924922
922922922918
918918916
916914944
944948948 948946944942948950952954932934936938952954956958950ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYSTANDARD : 14751844.57 SQ FT109.09 ACRES30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00921921922923924925926927927928928929929930930931931932932933933934934935935936936937937938938939939940 940915915916916917917918918919919920920920920921921921921922922923923924924925925926926927927928928929929930930931931932932933933934934935936937938939940941942943944945946947948949950951952953954955956957958959960961962963964922922923924925926927928929930931932933934935936937938939940941942943944945946947948925925926926927927928928929929930930931931932932933933934934935935936936937937938938939939940941945946947948949950951952953954955956957958959960961962963964965966967968969970971972973974925925926926 927927 928928
929929
930930
931931
932932
933933934935936937938939940941905906907908909910911912913914915916917918919920921922923924925926927928929930931932933934935936937938916
917
918
919
920
915
916
916
917
917
918
919
920
921
922
923
924
925
926
927
928
RIP-RAP @ OUTLETRIP-RAP @ OUTLETTWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE2.0%2.0%2.0%2.0%2.0%2.0%2.0%3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V4H:1V4H:1V3H:1V3H:1V5H:1V5H:1V3H:1V4H:1V4H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFWETLAND #6LARSON 100-YEAR HWL: 942.93VBWD 100-YEAR HWL: 945.30LARSON 100-YEAR HWL: 945.56VBWD 100-YEAR HWL: 945.40GS: 939.00FF: 939.50L11 B5WO[927.90](1 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50 L12 B5SOG[927.90](3 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50GS: 942.00
FF: 942.50L10 B5
WO
[927.90](1 STE
P
S)LF: 931.00(LO/W
W: 931.00)
RG: 930.50GS: 941.50FF: 942.00L9 B5WO[927.90](1 STEPS)LF: 930.50(LO/WW: 930.50)RG: 930.00GS: 941.00FF: 941.50B5 L8WO[927.90](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 940.50FF: 941.00L7 B5WO[923.40 ](1 STEPS)LF: 929.50(LO/WW: 929.50)RG: 929.00GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)GS: 934.00FF: 936.00L2 B5WO[923.40 ](4 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 935.50FF: 936.00L3 B5WO[923.40 ](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 937.00FF: 937.50L4 B5WO[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 938.00FF: 938.50B5 L5WO[923.40 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 939.00FF: 939.50L6 B5WO[923.40 ](1 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50GS: 928.00FF: 928.50L1 B5SOG[923.40 ](3 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 931.50FF: 932.00L9 B6WO
[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 936.00FF: 936.50L8 B6WO
[919.20 ](1 STEPS)LF: 925.00(LO/WW: 925.00)RG: 924.50GS: 940.00FF: 940.50B6 L7WO[919.20 ](1 STEPS)LF: 929.00(LO/WW: 929.00)RG: 928.50GS: 941.00FF: 941.50L6 B6WO[919.20 ](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 939.50FF: 940.00L5 B6WO[919.20 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 938.00FF: 938.50L4 B6WO[919.20 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 937.00FF: 937.50L3 B6WO[919.20 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 933.00FF: 933.50L2 B6WO[919.20 ](1 STEPS)LF: 922.00(LO/WW: 922.00)RG: 921.50GS: 925.00FF: 925.50L1 B6SOG[919.50 ](1 STEPS)LF: 925.50(LO/WW: 925.50)RG: 925.003H:1V
4H:1V 6.7%4.7%2.7%1.6%3.2%4.7%4.2%4.9%8.8%3.3%5.4%3.5%4.7%4.1%4.8%5.8%5.0%4.9%5.2%4.6%6.3%1.3%921.40 G (EOF)921.40 G (EOF)2.0%2.0%945.30 G (EOF)5.00%1.02%4.50%100-YEAR HWL: 925.08926.90 G (EOF)TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C605PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C602NOT TO SCALEKEY PLANNORTHC602GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30934944944 924926926928928932
932932932932934934934936936936936936936938938938938938936942942
946946
948948
952952954 954956 956928928
958958962962
926926926
964964 966966968968972974974972968968 966966964
964
926926926
962962 958958928928
956956954954952
952948948 946946
942942
936938938936936934934932932932928926924944944 934936948946944942948950952954934936932930928932934936938934936926932932934
936952
954
956
958
960
962
964
966
952954956958950ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+00927927928928929929930930931931932932933933934934935935936936937937938938939939940940941942943943 944944945945946946947947
939940941942943944945946947948948945946947948949950951952953954955956957958959960961962963964965966967968969970971972973974925
925
926
926
927
927928928
929929
930930
931931
932932
933933934934935935936936937937938938939939940940941941942943944945946947929930931932933934935936937938939940941942943944945946947948921921922922
923923
924924
925925
926926
927 927928928929929930931932933934935936937938939940941942943920921922923924925926927928922923ROCK CONSTRUCTIONENTRANCETWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE2.0%3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)WETLAND #5LARSON 100-YEAR HWL: 928.68VBWD 100-YEAR HWL: 929.00GS: 949.50
FF: 950.00
L16 B5
WO
[927.90]
(1 STEPS)
LF: 938.50
(LO/WW: 1002.00)
RG: 938.00
GS: 947.00
FF: 947.50
L15 B5
WO
[927.90]
(1 STEPS)
LF: 936.00
(LO/WW: 1002.00)
RG: 935.50
GS:
9
3
9.
0
0
FF:
9
3
9.
5
0
L11
B
5
WO
[927.
9
0](1 ST
E
P
S)
LF:
9
2
8.
0
0
(LO/W
W:
9
2
8.
0
0)
RG:
9
2
7.
5
0
GS: 944.00
FF: 944.50
L14 B5
WO
[927.90]
(1 STEPS)
LF: 933.00
(LO/WW: 933.00)
RG: 932.50
GS: 938.00
FF: 939.50
L13 B5
WO
[927.90]
(3 STEPS)
LF: 928.00
(LO/WW: 928.00)
RG: 927.50
GS: 934.00
FF: 939.50L12 B5
SOG
[927.90](3 STE
P
S)LF: 928.00(LO/W
W: 928.00)
RG: 927.50
GS: 942.00
FF: 942.50L10 B5
WO
[927.90](1 STE
P
S)LF: 931.00(LO/W
W: 931.00)
RG: 930.50GS: 941.50FF: 942.00L9 B5WO[927.90](1 STEPS)LF: 930.50(LO/WW: 930.50)RG: 930.00GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)GS: 930.00FF: 931.50L11 B6WO[919.20 ](3 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 949.00FF: 949.50L18 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 949.00FF: 949.50L17 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 947.00FF: 947.50L16 B6WO[931.00](1 STEPS)LF: 936.00(LO/WW: 936.00)RG: 935.50GS: 945.00FF: 945.50L15 B6WO[931.00](1 STEPS)LF: 934.00(LO/WW: 934.00)RG: 933.50GS: 941.00FF: 942.50L14 B6WO[931.00](3 STEPS)LF: 931.00(LO/WW: 931.00)RG: 930.50GS: 935.50FF: 936.00L13 B6WO[919.20](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 932.00FF: 932.50L12 B6WO[919.20](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 931.50FF: 932.00L9 B6WO
[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 936.00FF: 936.50L8 B6WO
[919.20 ](1 STEPS)LF: 925.00(LO/WW: 925.00)RG: 924.50GS: 940.00FF: 940.50B6 L75.4%3.7%3.3%1.7%4.7%5.1%4.5%4.7%5.1%4.1%5.2%5.8%6.7%4.7%2.7%1.6%5.4%3.5%4.7%4.1%928.95 G (EOF)2.0%2.0%2.0%
2.0%3.02%2.00%5.00%5.00%100-YEAR HWL: 925.08926.90 G (EOF)926.90 G (EOF)MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C606PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:GRADING PLANC603NOT TO SCALEKEY PLANNORTHC603ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30914914916 916918
918
918918918 918918
916
916916916916
914
914914914912
912912
908
908906
906904
904902
902898 896894
892
922
922
922922922922924924
924924924926926
926 926926926926926928928928
928928
928932932932932
934934934
936936
934918918916912912
916918934936
936934934 934932932932932
912912
928928928
928928
926926
926 926926926926924924
924924922
922
922922922892
894
896898
902
902904
904906
906908
908912
912912
914
914914914916
916916916918
918
918918918 918916916914914
902
922
924
926
928
930
920
92292492692814+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00
925 925925926926926927927927928928928929929930930901902903904905906907908909910911912913914915916917918919920921922923924925926927928923924927928910911912913914915916917918919920921922923924925926927928929930931932915916917918921922923924925923924925926927928929930931924924925925926926927927928928929929930930931932916917918919 905906907908909910911912913914915916917918916917918919920921922923924RIP-RAP @ OUTLETSEDIMENT LOG SILT FENCE (TYP.) SILT FENCE (TYP.)3H:1V3H:1
V
3H:1V4H:1V4H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFINFILTRATION BASIN #1BASIN BOTTOM: 916.00OUTLET: 917.50LARSON 100-YEAR HWL: 920.47VBWD 100-YEAR HWL: - - -WQV: 59,194 CFGS: 925.50FF: 926.00L4 B2SOG[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 928.00FF: 928.50B2 L3SOG[923.40 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 932.00FF: 935.00L2 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 932.00FF: 935.00L1 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 927.50FF: 928.00L1 B3WO[898.38](1 STEPS)LF: 916.50(LO/WW: 916.50)RG: 916.00GS: 928.50FF: 929.00L2 B3WO[898.38](1 STEPS)LF: 917.50(LO/WW: 917.50)RG: 917.00GS: 930.50FF: 931.00L3 B3WO[898.38](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00GS: 932.00FF: 932.50L4 B3WO[898.38](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L5 B3WO[898.38](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L6 B3WO[920.30](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00(LO/WW: 921.00)RG: 920.502.9%
3.3%
6.5%4.5%5.6%5.2%4.4%4.6%4.1%2.7%3.2%918.50 B (EOF)919.90 G (EOF)2.0%2.0%1.95%1.30%0.50%TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C604PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C604NOT TO SCALEKEY PLANNORTHC604GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30914
914914914 914916916
916916916 916916918918918918918918 918 918922928926926924924924922922922916914922 922926926922922922
928
932 908908934906
906924926
908
928904904904902902902898898896896908908916932898934916918936916918912
912912912 912912 918916918916898916908908896896898898902902902904904904928908
926 924906
906934908908932
912
912912912 912912
928
922922922
926926922 922914916922922922924924924926926928922918918 918 918918918918918916916
916916916 916916914
914914914 9149329349369382212TAMARAK FARM ESTATES10+0011+0012+0013+0014+0015+00927928929915915916916917917918918919919920920921921922922923923924924925926927928929930902902903904905906907908909910911912913914915916917918919920921922923924925926927928902902
903 904905906907908916
917
918
919 905906907908909910911912913914915916917918916917918919920921922923924925926927928929930RIP-RAP @ OUTLETSEDIMENT LOGRIP-RAP @ OUTLETRIP-RAP @ OUTLETTWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE5H:1V3H:1V4H:1V5H:1V4H:1V4H:1V3H:1V3H:1V3H:1V2.00%2.00%2.00%2.00%INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFINFILTRATION BASIN #1BASIN BOTTOM: 916.00OUTLET: 917.50LARSON 100-YEAR HWL: 920.47VBWD 100-YEAR HWL: - - -WQV: 59,194 CFWETLAND #1LARSON 100-YEAR HWL: 911.83VBWD 100-YEAR HWL: 917.20WETLAND #2LARSON 100-YEAR HWL: 911.78VBWD 100-YEAR HWL: 917.20WETLAND #3LARSON 100-YEAR HWL: 911.85VBWD 100-YEAR HWL: 917.20GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50L9 B6WO
[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 931.00FF: 931.50L8 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L7 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L6 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.50FF: 932.00L5 B1WO[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.006.7%6.3%5.3%4.2%4.2%918.50 B (EOF)917.20 G (EOF)916.90 G (EOF)919.90 G (EOF)0.50%TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C608MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C606MATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C605PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C605NOT TO SCALEKEY PLANNORTHC605GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30914914916916918918922922924924926926928924922908908912912932932934934936936938936 912936912912908908 912922924928926924924922922918918916916914914936934936932930928934932934936938OUTLOT A2211TAMARAK FARM ESTATES915916917918919920921922923924925926927928916917918919920921922923RIP-RAP @ OUTLETTWO LAYERS OFSILT FENCE3H:1V5H:1V5H:1VLARSON 100-YEAR HWL: 911.85WETLAND #4LARSON 100-YEAR HWL: 914.17VBWD 100-YEAR HWL: 917.20GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 930.00FF: 931.50L11 B6WO[919.20 ](3 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50FF: 932.50L12 B6WO[919.20](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50L9 B6WO
[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.005.8%6.7%2.0%926.90 G (EOF)MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C606MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C606PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C606NOT TO SCALEKEY PLANNORTHC606GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30924
904 906908912
914918
918916916916914914914912912912908908908906906904902902902
922898898896896894894892 892892926922924926926924922926
892 892892894894896896898898922902902902904 906906908908908 912
912912914914914916916916
918918914
912 908906904
924 50TH STREET N.OUTLOT BOUTLOT GLILYAVE N.LILY AVE N.911912913914915916917918919920921922923924925926927928929930931897901906902903904905906907908909910RIP-RAP @ OUTLET SILT FENCE (TYP.) SILT FENCE (TYP.)3H:1V3H:1V3H:1V4H:1V3H:1VINLET PROTECTION (TYP.)WETLAND #10LARSON 100-YEAR HWL: 896.46VBWD 100-YEAR HWL: 894.70WETPOND #1BASIN BOTTOM: 897.00NWL: 905.00LARSON 100-YEAR HWL: 909.39VBWD 100-YEAR HWL: - - -RIP-RAP @ OUTLET909.50 G (EOF)919.90 G (EOF) SILT FENCE (TYP.)RIP-RAP @ OUTLETMATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C608PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C607NOT TO SCALEKEY PLANNORTHC607GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30918918918928926926926
926924 924924
924 922922
916916916916914914914914912
912912912908908 908906906904
904904902902928924924926926924924928 902902
904
904906908908
912
912914914916916924
926918928
9269249229204OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL50TH STREET N.9119129139149159169179189199209219229239249259269279289299309319179179189189199199209209219219229229239239249249259259269279289299309319320+001+002+003+00
4+005+00
6+007+008+009+0010+0011+00897898899900901902903904905906907908909910911912913914915916917918919920921922923915915916916917917918918919919920920921921922922923923924924925926927928929930930931931915916917918919920921922923924925926918919920921922923924925926927928929930931932902903904905906907908909910ROCK CONSTRUCTIONENTRANCERIP-RAP @ OUTLETRIP-RAP @ OUTLET SILT FENCE (TYP.) SILT FENCE (TYP.)3H:1V3H:1V3H:1V3H:1V3H:1V4H:1V4H:1V3H:1V3H:1V3H:1V3H:1V3H:1V2.00%2.00%2.00%2.00%2.00%2.00%2.00%INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)WETPOND #1BASIN BOTTOM: 897.00NWL: 905.00LARSON 100-YEAR HWL: 909.39VBWD 100-YEAR HWL: - - -GS: 931.00FF: 931.50L6 B1(1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.50FF: 932.00L5 B1WO[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 932.00FF: 932.50B1 L4WO[919.20 ](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L3 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L2 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 930.50FF: 931.00L1 B1WO[919.20 ](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00RIP-RAP @ OUTLET4.2%4.2%3.8%3.6%3.6%7.4%916.90 G (EOF)916.90 G (EOF)916.90 G (EOF)916.50 G (EOF)914.95 G (EOF)909.50 G (EOF)919.90 G (EOF)0.50%5.00%RIP-RAP @ OUTLETMATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C608MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C608PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:GRADING PLANC608NOT TO SCALEKEY PLANNORTHC608ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:WATER DETAILSC700PIPE FOUNDATION DETAILS1C700STABILIZING OF TRENCHSPECIAL FOUNDATION FOR2C700TYPICAL HYDRANT LAYOUT3C700GATE VALVE INSTALLATION4C700GATE VALVE ADAPTER5C700CONCRETE REACTION BACKING6C700WATER SERVICE ON DIP MAIN7C700
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:WATER DETAILSC701IRRIGATION SERVICE1C701WATERMAIN OFFSET2C701
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:SANITARY SEWERDETAILSC702BEDDING METHODGRANULAR MATERIAL1C702MANHOLE, TYPE 301SANITARY SEWER2C702OUTSIDE DROPSANITARY SEWER3C702SANITARY SEWER SERVICE4C702TRACER WIRE PLAN VIEW5C702
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:STORM SEWERDETAILSC703CATCH BASIN, TYPE 4021C703CATCH BASIN, TYPE 4042C703WITH SUMP, TYPE 405CATCH BASIN/MANHOLE3C703TYPE 406CATCH BASIN/MANHOLE4C703TYPE 407STORM SEWER MANHOLE,5C703TYPE 408STORM SEWER MANHOLE, 6C703TYPE 409STORM SEWER MANHOLE,7C703RIPRAP AT RCP OUTLETS8C703
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:STORM SEWERDETAILSC704OFFROAD DRAIN TILE1C704TYPICAL POND SECTION2C704OUTLET CONTROL STRUCTURE3C704DRAINTILE CLEANOUT4C704DRAIN TILE CONNECTIONS5C704DRAINTILE CLEANOUT6C704
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:PAVEMENT DETAILSC705PEDESTRIAN RAMP DETAILSMNDOT STANDARD1C705
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:PAVEMENT DETAILSC706CURB & GUTTER TRANSITIONS CATCH BASIN PLACEMENT AND1C706TRUNCATED DOMESDETECTABLE WARNING SURFACE-2C706MANHOLE CASTING ADJUSTMENT3C706MILLED LAP JOINT4C706CONCRETE CURB MARKING5C706
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:EROSION DETAILSC707EROSION CONTROL BLANKET6C707SLOPE INSTALLATION1.3B.12"(30 cm)(15 cm)6"3A.2"-5"4.(5cm-12.5cm)(7.5cm)3"2.(15 cm)6"1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARYAPPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA.CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITHAPPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'sWITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL ANDCOMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OFRECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKESSPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.3.ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDEAGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKESSHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4.THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ONRECP's TYPE.5.CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'sWIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BENECESSARY TO PROPERLY SECURE THE RECP's. PROTECTION DEVICE (OR EQ.)INFRASAFE INLET8C707SIDE VIEWFRONT VIEWREUSABLE400 MICRONFILTER BAG INEACH BASKETAT BASIN EMERGENCY OVERFLOWTURF REINFORCEMENT MAT (TRM)7C707NEW TOPSOILINSTALL MAT WITHSTAPLES/ANCHORSPER MANUFACTURER'SINSTALLATION GUIDESILT FENCE1C707DITCH CHECK (FIBER ROLL)2C707STORM SEWER INLETSEDIMENT CONTROL AROUND3C707ROCK CONSTRUCTION ENTRANCE4C707TYPICAL SERVICE PROTECTION5C707
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:EROSION DETAILSAND NOTESC708CROSS SECTIONINFILTRATION BASIN1C708VARIES(PER PLAN)SLOPE PER PLAN(4:1 MAX)6" MINSLOPE PER PLAN(4:1 MAX)NOTES:1.THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TOCONSTRUCTION TRAFFIC. AREAS SHALL BE STAKED AND MARKED OFF, WITHONLY LOW IMPACT EQUIPMENT (TRACKED OR SIMILAR) ALLOWED.MNDOT SEED MIX: 33-261OR AS SPECIFIED ON LANDSCAPE PLANEXTEND MODIFIED SOIL UP SLOPESTO POND OUTLET ELEVATIONEXISTINGSOILSPRE-MIXED PLANTING MEDIUM:PLAISTED'S RAIN GARDEN PEATMIX (80% SAND, 20% PEAT),OREQUAL. PLANTING MEDIUMSHALL PROVIDE 0.8"/HR TO1.6"/HR INFILTRATION RATE ATSPECIFIED COMPACTION,VERIFY W/SUPPLIER.EXCAVATE POND BOTTOMTO EXISTING PERMEABLESOILS. REMOVE ANDDISPOSE OF EXISTINGTOPSOIL AND ANY SOILSNON-CONDUCIVE TOINFILTRATION. SEEGEOTECH REPORT.18" MINRETAINING WALL DETAIL2C708VARIESBACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW CAPSTONENEW MODULAR BLOCKTW (SEE GRADING PLAN)CLASS 5 LEVELING PAD(12" MIN. THICKNESS, 6" WIDER THAN BLOCK)BW (SEE GRADING PLAN)BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SOD
GS: 949.50
FF: 950.00
B5 L16
WO
[xxx.xx ]
(1 STEPS)
LF: 938.50
(LO/WW: 1002.00)
RG: 938.00
GS: 947.00
FF: 947.50
B5 L15
WO
[xxx.xx ]
(1 STEPS)
LF: 936.00
(LO/WW: 1002.00)
RG: 935.50
GS: 939.00
FF: 939.50
B5 L11
WO
[xxx.xx ]
(1 STEPS)
LF: 928.00
(LO/WW: 928.00)
RG: 927.50
GS: 944.00
FF: 944.50
B5 L14
WO
[xxx.xx ]
(1 STEPS)
LF: 933.00
(LO/WW: 933.00)
RG: 932.50
GS: 938.00
FF: 939.50
B5 L13
WO
[xxx.xx ]
(3 STEPS)
LF: 928.00
(LO/WW: 1002.00)
RG: 927.50
GS: 934.00
FF: 939.50
B5 L12
SOG
[xxx.xx ]
(3 STEPS)
LF: 928.00
(LO/WW: 1002.00)
RG: 927.50
GS: 942.00
FF: 942.50
B5 L10
WO
[xxx.xx ]
(1 STEPS)
LF: 931.00
(LO/WW: 931.00)
RG: 930.50
GS: 941.50
FF: 942.00
B5 L9
WO
[xxx.xx ]
(1 STEPS)
LF: 930.50
(LO/WW: 930.50)
RG: 930.00
GS: 941.00
FF: 941.50
B5 L8
WO
[xxx.xx ]
(1 STEPS)
LF: 930.00
(LO/WW: 930.00)
RG: 929.50
GS: 940.50
FF: 941.00
B5 L7
WO
[xxx.xx ]
(1 STEPS)
LF: 929.50
(LO/WW: 929.50)
RG: 929.00
GS: 929.50
FF: 931.50
B6 L10
WO
[919.20 ]
(4 STEPS)
LF: 920.00
(LO/WW: 920.00)
RG: 919.50
GS: 930.00
FF: 931.50
B6 L11
WO
[919.20 ]
(3 STEPS)
LF: 920.00
(LO/WW: 920.00)
RG: 919.50
GS: 934.00
FF: 936.00
B5 L2
WO
[923.40 ]
(4 STEPS)
LF: 924.50
(LO/WW: 924.50)
RG: 924.00
GS: 935.50
FF: 936.00
B5 L3
WO
[923.40 ]
(1 STEPS)
LF: 924.50
(LO/WW: 924.50)
RG: 924.00
GS: 937.00
FF: 937.50
B5 L4
WO
[923.40 ]
(1 STEPS)
LF: 926.00
(LO/WW: 926.00)
RG: 925.50
GS: 938.00
FF: 938.50
B5 L5
WO
[923.40 ]
(1 STEPS)
LF: 927.00
(LO/WW: 927.00)
RG: 926.50
GS: 939.00
FF: 939.50
B5 L6
WO
[923.40 ]
(1 STEPS)
LF: 928.00
(LO/WW: 928.00)
RG: 927.50
GS: 928.00
FF: 928.50
B5 L13
SOG
[923.40 ]
(3 STEPS)
LF: 928.50
(LO/WW: 928.50)
RG: 928.00
GS: 949.00
FF: 949.50
B6 L18
WO
[931.00 ]
(1 STEPS)
LF: 938.00
(LO/WW: 938.00)
RG: 937.50
GS: 949.00
FF: 949.50
B6 L17
WO
[931.00 ]
(1 STEPS)
LF: 938.00
(LO/WW: 938.00)
RG: 937.50
GS: 947.00
FF: 947.50
B6 L16
WO
[931.00]
(1 STEPS)
LF: 936.00
(LO/WW: 936.00)
RG: 935.50
GS: 945.00
FF: 945.50
B6 L15
WO
[931.00]
(1 STEPS)
LF: 934.00
(LO/WW: 934.00)
RG: 933.50
GS: 941.00
FF: 942.50
B6 L14
WO
[931.00]
(3 STEPS)
LF: 931.00
(LO/WW: 931.00)
RG: 930.50
GS: 935.50
FF: 936.00
B6 L13
WO
[919.20]
(1 STEPS)
LF: 924.50
(LO/WW: 924.50)
RG: 924.00
GS: 932.00
FF: 932.50
B6 L12
WO
[919.20]
(1 STEPS)
LF: 921.00
(LO/WW: 921.00)
RG: 920.50
GS: 931.50
FF: 932.00
B6 L9
WO
[919.20 ]
(1 STEPS)
LF: 920.50
(LO/WW: 920.50)
RG: 920.00
GS: 936.00
FF: 936.50
B6 L8
WO
[919.20 ]
(1 STEPS)
LF: 925.00
(LO/WW: 925.00)
RG: 924.50
GS: 940.00
FF: 940.50
B6 L7
WO
[919.20 ]
(1 STEPS)
LF: 929.00
(LO/WW: 929.00)
RG: 928.50
GS: 941.00
FF: 941.50
B6 L6
WO
[919.20 ]
(1 STEPS)
LF: 930.00
(LO/WW: 930.00)
RG: 929.50
GS: 939.50
FF: 940.00
B6 L5
WO
[919.20 ]
(1 STEPS)
LF: 928.50
(LO/WW: 928.50)
RG: 928.00
GS: 938.00
FF: 938.50
B6 L4
WO
[919.20 ]
(1 STEPS)
LF: 927.00
(LO/WW: 927.00)
RG: 926.50
GS: 937.00
FF: 937.50
B6 L3
WO
[919.20 ]
(1 STEPS)
LF: 926.00
(LO/WW: 926.00)
RG: 925.50
GS: 933.00
FF: 933.50
B6 L2
WO
[919.20 ]
(1 STEPS)
LF: 922.00
(LO/WW: 922.00)
RG: 921.50
GS: 925.00
FF: 925.50
B6 L1
SOG
[923.40 ]
(1 STEPS)
LF: 925.50
(LO/WW: 925.50)
RG: 925.00
GS: 925.50
FF: 926.00
B2 L4
SOG
[923.40 ]
(1 STEPS)
LF: 926.00
(LO/WW: 926.00)
RG: 925.50
GS: 928.00
FF: 928.50
B2 L3
SOG
[923.40 ]
(1 STEPS)
LF: 928.50
(LO/WW: 928.50)
RG: 928.00
GS: 932.00
FF: 935.00
B2 L2
LO
[923.40 ]
(6 STEPS)
LF: 923.50
(LO/WW: 927.50)
RG: 927.00
GS: 932.00
FF: 935.00
B2 L1
LO
[923.40 ]
(6 STEPS)
LF: 923.50
(LO/WW: 927.50)
RG: 927.00
GS: 931.00
FF: 931.50
B1 L8
WO
[919.20 ]
(1 STEPS)
LF: 920.00
(LO/WW: 920.00)
RG: 919.50
GS: 931.00
FF: 931.50
B1 L7
WO
[919.20 ]
(1 STEPS)
LF: 920.00
(LO/WW: 920.00)
RG: 919.50
GS: 931.00
FF: 931.50
B1 L6
WO
[919.20 ]
(1 STEPS)
LF: 920.00
(LO/WW: 920.00)
RG: 919.50
GS: 931.50
FF: 932.00
B1 L5
WO
[919.20 ]
(1 STEPS)
LF: 920.50
(LO/WW: 920.50)
RG: 920.00
GS: 932.00
FF: 932.50
B1 L4
WO
[919.20 ]
(1 STEPS)
LF: 921.00
(LO/WW: 921.00)
RG: 920.50
GS: 932.50
FF: 933.00
B1 L3
WO
[919.20 ]
(1 STEPS)
LF: 921.50
(LO/WW: 921.50)
RG: 921.00
GS: 927.50
FF: 928.00
B3 L1
WO
[898.38]
(1 STEPS)
LF: 916.50
(LO/WW: 916.50)
RG: 916.00
GS: 928.50
FF: 929.00
B3 L2
WO
[898.38]
(1 STEPS)
LF: 917.50
(LO/WW: 917.50)
RG: 917.00
GS: 930.50
FF: 931.00
B3 L3
WO
[898.38]
(1 STEPS)
LF: 919.50
(LO/WW: 919.50)
RG: 919.00
GS: 932.00
FF: 932.50
B3 L4
WO
[898.38]
(1 STEPS)
LF: 921.00
(LO/WW: 921.00)
RG: 920.50
GS: 932.50
FF: 933.00
B3 L5
WO
[898.38]
(1 STEPS)
LF: 921.50
(LO/WW: 921.50)
RG: 921.00
GS: 932.50
FF: 933.00
B3 L6
WO
[920.30]
(1 STEPS)
LF: 921.50
(LO/WW: 921.50)
RG: 921.00
GS: 931.00
FF: 932.50
B3 L7
WO
[920.30]
(3 STEPS)
LF: 921.00
(LO/WW: 921.00)
RG: 920.50
GS: 924.50
FF: 925.00
B3 L8
SOG
[920.30]
(2 STEPS)
LF: 924.50
(LO/WW: 924.50)
RG: 924.00
GS: 924.00
FF: 924.50
B3 L9
SOG
[920.30]
(2 STEPS)
LF: 924.00
(LO/WW: 924.00)
RG: 923.50
GS: 923.50
FF: 924.00
B3 L9
SOG
[920.30]
(2 STEPS)
LF: 923.50
(LO/WW: 923.50)
RG: 923.00
GS: 924.00
FF: 924.50
B4 L1
SOG
[923.40 ]
(3 STEPS)
LF: 924.50
(LO/WW: 924.50)
RG: 924.00
GS: 924.00
FF: 924.50
B4 L2
SOG
[923.40 ]
(3 STEPS)
LF: 924.50
(LO/WW: 924.50)
RG: 924.00
25' MIN BUFFER
50' AVERAGE BUFFER
25' MIN BUFFER
50' AVERAGE BUFFER
25' MIN BUFFER
50' AVERAGE BUFFER
25' MIN BUFFER
50' AVERAGE BUFFER
25' MIN BUFFER
75' AVERAGE B
U
F
F
E
R
25' MIN BUFFER
100' AVERAGE BUFFE
R
25' MIN
B
U
F
F
E
R
75' AVE
R
A
G
E
B
U
F
F
E
R
25' MIN B
U
F
F
E
R
75' AVERA
G
E
B
U
F
F
E
R
25' MI
N
B
U
F
F
E
R
75' AV
E
R
A
G
E
B
U
F
F
E
R
OUTLOT B
OUTLOT D
OUTLOT A
2
2
1
2
3
1
TAMARAK FARM ESTATESLINDEN OUTLOT COUTLOT D
ST. CROX SANCTUARY
LINDEN
TRAIL MANNING AVE. N.12"RCP
FE=930.0
WETLAND #11
MANAGE 1
AREA=220,569 SQ.FT.
VBWD EXST-HWL: 894.70
LARSON EXST-HWL: 896.86
WETLAND #3
MANAGE 1
AREA=113,741 SQ.FT.
VBWD EXST-HWL: 917.20
LARSON EXST-HWL: 912.77
WETLAND #4
MANAGE PRESERVE
AREA=220,225 SQ.FT.
VBWD EXST-HWL: 917.20
LARSON EXST-HWL: 914.16
WETLAND #5
MANAGE 1
AREA=72,413 SQ.FT.
VBWD EXST-HWL: 929.00
LARSON EXST-HWL: 928.87
WETLAND #10
MANAGE 2
AREA=27,798 SQ.FT.
VBWD EXST-HWL: 918.30
LARSON EXST-HWL: 917.57
WETLAND #8
MANAGE 2
AREA=1,253 SQ.FT.
VBWD EXST-HWL: 921.40
LARSON EXST-HWL: 919.90
WETLAND #7
MANAGE 2
AREA=24,202SQ.FT.
VBWD EXST-HWL: 921.40
LARSON EXST-HWL: 919.90
WETLAND #9
MANAGE 2
AREA=2,760 SQ.FT.
VBWD EXST-HWL: 945.40
LARSON EXST-HWL: 945.55
WETLAND #6
MANAGE 2
AREA=8,127 SQ.FT.
VBWD EXST-HWL: 945.30
LARSON EXST-HWL: 944.11
WETLAND #2
MANAGE 1
AREA=29,573 SQ.FT.
VBWD EXST-HWL: 917.20
LARSON EXST-HWL: 912.77
WETLAND #1
MANAGE 1
AREA=53,117 SQ.FT
VBWD EXST-HWL: 917.20
LARSON EXST-HWL: 912.77
GS: 932.50
FF: 933.00
B1 L3
WO
[919.20 ]
(1 STEPS)
LF: 921.50
(LO/WW: 921.50)
RG: 921.00
GS: 932.50
FF: 933.00
B1 L2
WO
[919.20 ]
(1 STEPS)
LF: 921.50
(LO/WW: 921.50)
RG: 921.00
GS: 930.50
FF: 931.00
B1 L1
WO
[919.20 ]
(1 STEPS)
LF: 919.50
(LO/WW: 919.50)
RG: 919.00
50TH STREET N.
LINDEN
TRAIL
STMH
RIM=923.0
INLET=922.2
INV=
STMH
RIM=901.7
INLET=900.6
INV=895.8
(DIRT FILLED)15"RCP
FE=894.9
18"RCP
FE=895.0
STMH
RIM=901.7
INLET=900.9
INV=894.4
15"RCP
FE=908.4
STMH
RIM=912.8
INLET=912.1
INV=908.7
18"CMP
FE=918.2
15"RCP 12"RCP
12"RCP
WETLAND #11
MANAGE 1
AREA=220,569 SQ.FT.
VBWD EXST-HWL: 894.70
LARSON EXST-HWL: 896.86
Landscape Plan
L1.0
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\2026 Legands Of Lake Elmo - Landscape.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.com
BOTANICAL NAME
DECIDUOUS TREES
KEY COMMON NAME
2.5"BB -
SIZE ROOT QTY.
2.5"BB -
2.5"BB -
2.5"BB -
2.5"BB -
WO
HL
BL
HB
RM
1.5"BB -
ORNAMENTAL TREES
1.5"BB -Amelanchier x grandiflora
'Autumn Brilliance'
RB
SB
STRAIT LEADERNO "V" CROTCH1.5"BB -Malus x 'Spring Snow'SS
EVERGREEN TREES
6'BB -Picea glauca var. DensataBH
FULL FORMTO GRADE-6'BBLarix LaricinaTA
LANDSCAPE LEGEND
CLUMPFORMSTRAIT LEADER NO "V" CROTCH2.5"BB -SM
1.5"BB -Syringa ReticulataTL
-6'BBPinus sylvestrisSP
15'50'
INSTALL
HEIGHT
MATURE
HEIGHT
10'50'
15'60'
15'50'
14'50'
14'50'
8'25'
8'20'
8'20'
6'40'
6'50'
6'50'
8'25'
Picea abesNS
CH Tsuga canadensis
-6'BB
-6'BB
6'60'
6'40'
-6'BBJuniperious VirginianaRC 6'30'
BF -6'BB 6'40'
·Lake Elmo Landscaping standards.
··A landscape plan for the entire site is required and shall consist of at least ten trees
per building site; and trees shall not be not less than 1.5 inches in caliper measured
at 54 inches above grade level.
··Boulevard landscaping is required along all streets to consist of at least one tree
per every 30 feet or placed in clusters at the same ratio.
·BOULEVARD TREES
··TBD - Main Street Going North / South
···5290lf / 30 =176 TREES
··TBD - Cul-de-sac oing North / South
···780lf / 30 =26 TREES
(Total Boulevard Trees)
=202 TREES
202 Trees @2.5 CA =505 CA
-On Plan - (508 ca)203 Boulevard Trees
-Trail Trees - (97ca)78 Trees
·TREES FROM TREE PRESERVATION PLAN NEEDED 3425cs
···(3425ca / 2.5ca = 1370 Trees Needed)
·HOME OWNER TREES
··Lake Elmo Landscaping standards.
··A landscape plan for the entire site is required and shall consist of at least ten trees
per building site; and trees shall not be not less than 1.5 inches in caliper measured
at 54 inches above grade level.
··Each Home shall have as a minimum - 10 tree @ 2.5CA = 25 CA PER LOT
··58 LOTS X 25CA = 1450 CA
···TWO TREES IN THE FRONT YARD AND ONE TREE IN THE REAR YARD SHALL BE
INSTALLED BY THE BUILDER/HOMEOWNER.
CITY of LAKE ELMO LANDSCAPE CODE
2.5"BB -DE 14'50'
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
EXISTING GRADE
GUY WIRE WITH WEBBING
FLAGGING- ONE PER WIRE
PLANTING SOIL MIXTURE (SEE SPEC.)
MINIMUM 1/2 WIDTH OF ROOT BALL
4"-6" SHREDDED BARK
MULCH
UNDISTURBED OR STABILIZED
SUBSOIL
NOTE: GUY ASSEMBLY OPTIONAL BUT
CONTRACTOR ASSUMES FULL
RESPONSIBILITY FOR MAINTAINING TREE
IN A PLUMB POSITION FOR THE
DURATION OF THE GUARANTEE PERIOD
GUY ASSEMBLY- 16"
POLYPROPYLENE OR POLYETHYLENE
(40 MIL) 1-1/2" WIDE STRAP (TYP)
DOUBLE STRAND 10 GA. WIRE, 2-7"
ROLLED STEEL POSTS (MnDOT 3401)
@ 180° O.C. (SEE STAKING DIAGRAM)
COORDINATE
STAKING TO INSURE
UNIFORM
ORIENTATION OF GUY
LINES AND STAKES
2. TRIM OUT DEAD WOOD AND WEAK AND/OR
DEFORMED TWIGS. DO NOT CUT A LEADER. DO
NOT PAINT CUTS.
4. PLACE PLANT IN PLANTING HOLE WITH
BURLAP AND WIRE BASKET, (IF USED), INTACT.
BACKFILL WITHIN APPROXIMATELY 12" OF THE
TOP OF ROOTBALL, WATER PLANT. REMOVE
TOP 1/3
OF THE BASKET OR THE TOP TWO
HORIZONTAL RINGS, WHICHEVER IS GREATER.
REMOVE ALL BURLAP AND NAILS FROM TOP
1/3 OF THE BALL. REMOVE ALL TWINE.
3. SET PLANT ON UNDISTURBED NATIVE SOIL
OR THOROUGHLY COMPACTED BACKFILL SOIL.
INSTALL PLANT SO THE ROOT FLARE IS AT OR
UP TO 2" ABOVE THE FINISHED GRADE.
6. WATER TO SETTLE PLANTS AND FILL
VOIDS.
5. PLUMB AND BACKFILL WITH
BACKFILL SOIL.
7. WATER WITHIN TWO HOURS OF
INSTALLATION. WATERING MUST BE
SUFFICIENT TO THOROUGHLY SATURATE
ROOT BALL AND PLANTING HOLE.
8. PLACE MULCH WITHIN 48 HOURS OF
THE SECOND WATERING UNLESS SOIL
MOISTURE IS EXCESSIVE.
1. SCARIFY BOTTOM AND SIDES OF HOLE
PRIOR TO PLANTING
PLAN
12"6"2'(MIN.)6"6"8" 2-PLY NYLON STRAPS
DOUBLE STRAND 12 GAUGE WIRE
PAINTED FLUORESCENT ORANGE
WHITE FLAGGING (TYP.)
TREE WRAP
Primary roots shall be at
finished grade
4" HARDWOOD MULCH &
4" DEEP SAUCER
8' STEEL TEE
POST-3 REQUIRED AT 120°
BACKFILL MIX UNDISTURBED
SUBSOIL
REMOVE BURLAP & ROPE FROM
TOP 1/3 OF THE BALL
NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
Planting depth: Trees shall be installed so primary roots are at finished grade. do
not plant too deeply or trees shall be rejected and will require corrections.
STAKING AND GUYING - IS AT THE decretion OF THE CONTRACTOR UNDER THE WARRANTY PERIOD.
2' MIN.
TO PAVED
SURFACELC
BACKFILL WITH PLANTING
ALL SPACE BETWEEN THE
PLANTS TO FULL DEPTH.
UNDISTURBED
SOIL
FINAL
GRADE
POLY
EDGER
4" DEEP HARD
WOOD MULCH
SIDEWALK/CURB
MIN. 6" (TYP.)
MIX 6" AT THE SIDES AND
2.5"BB -GB 14'50'
SWAMP WHITE OAK
SHADEMASTER HONEYLOCUST
BOULEVARD LINDEN
HACKBERRY
SUGAR MAPLE
NORTHWOODS MAPLE
PATRIOT ELM
AUTUMN GOLD GINKGOGinkgo biloga 'Autumn Gold'
Ulmus x 'Patriot'
Acer rubrum 'Nothwoods'
Acer saccharum
Celtis occidentalis
Tilia americana 'Boulevard'
Gleditsia triacanthos var.
inermis 'Shademaster'
Quercus bicolor
Betula nigra 'Shilo Splash'
JAPANESE TREE LILAC
SPRING SNOW CRABAPPLE
AUTUMN BRILLIANCE
SERVICEBERRY
SHILOH SPLASH
RIVER BIRCH
BLACK HILLS SPRUCE
CANADIAN HEMLOCK
SCOTCH PINE
NORWAY SPRUCE
EASTERN LARCH / TAMARACK
EASTERN RED CEDAR
BALSAM FIRAbies Balsamea NATIVE WET PRAIRIE MN SEED MIX 34-271 (OLD BWSR W2) sf
WETLAND FRINGE MN SEED MIX 35-221 (OLD BWSR U6) sf
COMMERCIAL TURF - SOD HIGHLAND SOD SF
MNDOT 260 MN SEED MIX 25-131 (OLD MNDOT 260) &
ALL AREAS DISTURBED BY
CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET
SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1)
MESIC GENERAL ROADSIDE MN SEED MIX 25-131
FOR GENERAL STABILIZATION (USE EROSION CONTROL BLANKET
OF PAD AREAS FOR SLOPES OVER 3:1)
HARDWOOD MULCH (NATURAL COLOR)
SHREDDED HARDWOOD MULCH
1/2" RIVER ROCK RIVER ROCK sf
VINYL EDGING 20' LENGTH/ CONTRACTOR GRADE LF
SEED MIXTYPESYM.
SEED MIX LEGEND (FOR ALL SHEETS)
AREAS
Landscape Details
L1.1
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\2026 Legands Of Lake Elmo - Landscape.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.com
Typical Lot
Landscape Plan
L1.2
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\2026 Legands Of Lake Elmo - Landscape.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTYPICAL LANDSCAPE PLAN TO ACCOMMODATE TREE / SHRUB REQUIREMENTS 1
L1.2
0 12 24 36
NORTHSCALE 1" = 12'
·HOME OWNER TREES
··Lake Elmo Landscaping standards.
··A landscape plan for the entire site is required and shall consist of at least ten trees
per building site; and trees shall not be not less than 1.5 inches in caliper measured
at 54 inches above grade level.
··Each Home shall have as a minimum - 10 tree @ 2.5CA = 25 CA PER LOT
··58 LOTS X 25CA = 1450 CA
CITY of LAKE ELMO LANDSCAPE CODE
INF
ILTRAT
ION
BAS
IN
#2
INFILTRATION
BASIN #3
INFILTRATION
BASIN #1
1
16'' Oak bur 2
6'' Cherry black
3
14''
4
8'' Oak red5
8'' Oak red6
21'' Oak red
7
7'' Oak red
8
9'' Oak red
9
12'' Oak red
10
9'' Oak red
11
12'' Oak red12
7'' Oak red
13
15'' Oak red
14
8'' Oak red
15
9'' Oak red
16
12'' Oak red
17
12'' Oak red
18
8'' Oak red
19
10'' Oak red20
18'' Oak red
21
19'' Oak red
22
19'' Oak red
23
7'' Oak red
24
23'' Oak red
25
24'' Oak red
26
8'' Oak red
27
13'' Oak red
28
6'' Oak red 29
7'' Oak red
30
16'' Oak red
31
6'' Oak red
32
7'' Oak red
33
9'' Oak red
34
12'' Oak red
35
21'' Cherry black
36
11'' Cherry black
37
24'' Oak bur
38
13''
39
23'' Oak bur
40
25'' Oak bur
41
12''
42
15''
43
10'' Oak bur
44
25'' Oak bur
45
10'' Cedar red
46
10'' Cherry black47
9'' Oak bur
48
18'' Oak bur
49
51'' Oak bur
50
15'' Oak bur
51
18'' Oak red
52
25'' Oak bur
53
27'' Oak bur
54
17'' Oak bur
55
20'' Oak bur
56
8''
57
8''
58
8''
59
8''
60
9''
61
9''
62
10''
63
10''
64
9''
65
12''
66
9''
67
10''
68
10''
69
8''70
9''
71
8''
72
9''
73
9''
74
8''
75
8''
76
8''77
11''
78
8''
79
10''
80
9''
81
8''
82
8''
83
8''
84
9''85
9''
86
8''
87
9''
88
9''
89
9''
90
10''
91
9''
92
8''93
10''
94
10''
95
8''
96
8''97
8''
98
8''
99
12''
100
8''
101
8''
102
10''
103
8''
104
9''
105
8''
106
9''
107
8''
108
14''
109
8''
110
11''111
8''112
14''
113
8''
114
8''
115
8''116
8''
117
8''
118
10''
119
8''
120
8''
121
8'' Pine white
122
8''
123
18'' Oak bur
124
26'' Oak bur
125
16'' Oak red
126
8'' Cedar red
127
13'' Pine red
128
11'' Pine red
129
14'' Oak red
130
13'' Cherry black
131
26'' Oak bur
132
12'' Cherry black
133
6'' Cherry black134
10'' Cherry black
135
8'' Cherry black
136
24'' Oak bur137
11'' Cherry black
138
19'' Oak bur
139
17'' Oak bur
140
30'' Oak red
141
12'' Pine red142
11'' Pine red
143
12'' Pine red
144
9'' Pine red
145
27'' Oak bur
146
17'' Oak bur
147
14'' Oak bur
148
9'' Oak red
149
9'' Pine red
150
80'' Oak bur151
20'' Pine white
152
18'' Oak red
153
9'' Oak red
154
11'' Oak bur
155
10'' Oak bur
156
11'' Oak bur
157
20'' Oak bur
158
16'' Oak bur
159
10'' Oak red
160
7'' Oak red
161
9'' Pine white
162
19'' Pine white
163
15''
164
19'' Oak bur
165
23'' Oak red166
16'' Pine white
167
17'' Pine red
168
11'' Pine red
169
11'' Pine red170
7'' Oak red
171
28'' Oak red
172
15'' Oak bur
173
9'' Oak bur
174
6'' Oak red
175
9'' Pine red176
16'' Oak bur
177
12'' Oak red
178
7'' Oak bur
179
33'' Oak red
180
13'' Cherry black
181
12'' Cherry black
182
20'' Oak red
183
6'' Cherry black184
8'' Cherry black
185
23'' Pine white
186
16'' Walnut black187
12'' Cherry black
188
6'' Oak red
189
7'' Oak bur
190
18'' Pine red 191
14'' Pine red192
8'' Pine red
193
15'' Pine red
194
15'' Oak red
195
15'' Oak red
196
15'' Pine red
197
13'' Pine red
198
12'' Oak bur199
19'' Oak red
200
9'' Pine red
201
12'' Oak bur
202
14'' Oak bur
203
28'' Oak bur
204
33'' Oak bur
205
18'' Oak bur
206
12''
207
23'' Oak bur
208
14''209
9'' Oak red
210
14'' Oak bur211
19'' Oak bur
212
20'' Oak bur
213
27'' Oak red214
15'' Oak red
215
26'' Oak red216
19'' Oak red
217
24'' Oak red
218
8'' Oak bur
219
15'' Cedar red
220
11'' Cedar red
221
16'' Cherry black222
12'' Cherry black
223
20'' Cedar red
224
7'' Oak bur
225
14'' Cherry black
226
20'' Oak bur
227
13'' Cherry black
228
15'' Cherry black
229
23'' Oak red230
21'' Oak red
231
22'' Oak red
232
53'' Oak red
233
19'' Oak bur
234
60'' Oak red
235
60'' Oak red
236
25'' Oak bur
237
20'' Cherry black
238
33'' Oak red
239
36'' Oak red
240
34'' Oak red
241
16'' Oak red
242
18'' Oak red
243
18'' Oak red
244
18'' Oak red245
7'' Oak red246
10'' Oak red
247
17'' Oak red
248
13'' Oak red
249
33'' Oak red
250
21'' Oak bur
251
10'' Cherry black
252
10'' Oak red253
12'' Cherry black254
15'' Cherry black255
11'' Cherry black
256
10'' Cherry black
257
26'' Cottonwood eastern
258
19'' Oak bur
259
11'' Cherry black
260
17'' Oak bur261
48'' Oak bur
262
13'' Cherry black
263
14''264
14'' Oak red
265
12'' Cherry black
266
15'' Pine red
267
9'' Oak bur
268
17'' Oak bur
269
32'' Oak bur
270
18'' Oak bur
271
20'' Oak bur
272
11'' Oak bur
273
20'' Oak bur
274
16'' Oak bur
275
12'' Oak bur
276
17'' Cherry black
277
18'' Cherry black
278
20'' Elm american
279
20''
280
11'' Oak bur
281
12''282
26''
283
25'' Oak bur
284
18'' Maple red
285
21'' Maple red
286
17'' Maple red
287
12'' Cedar red
288
18'' Cherry black
289
10'' Maple red
290
35'' Oak red
291
12''
292
80'' Oak red
293
27'' Oak red
294
15'' Oak bur
295
20'' Oak bur
296
10'' Cedar red
297
24'' Oak bur
298
85'' Oak red
299
13'' Oak bur
300
12'' Oak bur
301
14'' Oak bur
302
7'' Oak bur303
10'' Oak bur
304
21'' Oak bur
305
38'' Oak bur
306
16'' Cherry black
307
14'' Oak red
308
11'' Oak bur
309
13'' Oak bur
310
16'' Oak bur
311
10'' Oak bur
312
16'' Oak bur
313
8'' Oak bur
314
22'' Oak bur
315
25'' Oak bur
316
18'' Oak bur
317
20'' Oak bur
318
16'' Oak bur319
16'' Oak bur320
14'' Oak bur
321
16'' Oak bur
322
25'' Oak bur
323
18'' Oak bur
324
9'' Oak bur
325
9'' Oak bur
326
21'' Oak bur
327
29'' Oak bur
328
18'' Oak bur
329
26'' Oak bur
330
23'' Oak bur
331
25'' Oak bur
332
17'' Oak bur
333
7'' Oak bur
334
7'' Oak red
335
12'' Oak red
336
6'' Oak red337
15'' Oak red
338
6'' Oak red
339
17'' Oak red
340
36'' Oak red
341
27'' Oak bur
342
21'' Oak bur
343
16'' Oak bur
344
19'' Oak bur
345
16'' Elm american
346
11'' Oak bur347
36'' Maple red 348
25'' Oak bur
349
27'' Cherry black
350
27'' Oak bur
351
27'' Oak bur
352
29'' Oak bur
353
12'' Oak bur
354
18''
355
18''
356
12'' Aspen quacking
357
15'' Elm american
358
12'' Aspen quacking
359
14'' Aspen quacking
360
12'' Aspen quacking
361
12'' Aspen quacking362
12'' Aspen quacking
363
29'' Maple silver
364
13'' Aspen quacking
365
12'' Elm american
366
12'' Aspen quacking
367
17'' Maple red
368
13'' Aspen quacking
369
16'' Elm american
370
12''
371
7'' Oak bur
372
6'' Oak red
373
15'' Aspen quacking
374
15'' Oak bur
375
21'' Oak red
376
17'' Oak bur
377
11'' Oak red
445
15'' Oak bur
446
29'' Oak bur
447
31'' Oak bur
448
13'' Elm american
449
9'' Cedar red
450
39'' Elm american
451
34'' Elm american
452
25'' Cottonwood eastern
453
9'' Oak bur454
8'' Oak bur
455
15'' Oak bur
456
14'' Oak bur
457
11'' Oak bur
458
6'' Oak bur
459
6'' Oak bur
460
26'' Oak bur
461
10'' Oak red
462
15'' Oak red
463
10'' Cedar red
464
36'' Oak bur
465
24'' Oak red
466
19'' Oak bur
467
20'' Oak bur
468
30'' Oak bur
469
17'' Cherry black
470
37'' Oak red
471
12'' Cherry black
472
10'' Cherry black
473
15'' Cherry black
474
14'' Cherry black475
12'' Cherry black
476
11'' Cherry black
477
12'' Aspen quacking
478
14'' Oak bur
479
21'' Oak bur 480
9'' Cherry black
481
11'' Cherry black
482
11'' Cherry black
483
9'' Cherry black
484
20'' Oak bur
485
23'' Oak bur
486
13'' Oak bur
487
17'' Oak bur
488
14'' Aspen quacking
489
11'' Oak bur
490
12'' Oak bur
491
27'' Oak bur
492
14'' Aspen quacking493
20'' Oak bur
494
36'' Maple silver
495
10'' Oak bur
496
13'' Aspen quacking
497
12'' Aspen quacking
498
23'' Cherry black
499
19'' Oak bur
500
19'' Oak bur
501
17'' Oak bur502
18'' Oak bur
503
11'' Cedar red
504
22'' Oak red
505
24'' Oak bur
506
28'' Oak red
507
26'' Oak bur
508
19'' Oak bur
509
16'' Oak bur
510
14'' Oak bur
511
12'' Oak bur512
29'' Oak bur
513
12'' Oak bur
514
33'' Oak bur
515
26'' Oak bur
516
28'' Oak bur
517
16'' Cherry black
518
10'' Cedar red
519
30'' Oak bur
520
12'' Cedar red
521
17'' Oak bur
522
16'' Oak bur
523
26'' Oak red
524
28'' Oak bur525
12'' Oak bur
526
16'' Oak bur
527
16'' Oak bur
528
25'' Oak red529
29'' Oak red
530
8'' Cedar red
531
16'' Oak red
532
13'' Cherry black
533
12'' Cedar red
534
10'' Cedar red535
8'' Cedar red536
16'' Cherry black
537
18'' Cedar red538
22'' Oak bur
539
21'' Oak bur
540
30'' Oak bur541
20'' Oak bur
542
24'' Oak bur
543
21'' Oak bur
544
20'' Oak bur
545
20'' Oak bur
546
26'' Oak bur547
18'' Cedar red
548
22'' Oak bur
549
21'' Cedar red
550
12'' Cedar red
551
14''
552
10'' Cedar red
553
8'' Cedar red
554
28'' Oak bur 555
18'' Oak bur
556
16'' Cedar red
557
10'' Oak bur
558
15'' Oak bur
559
10'' Oak bur
560
18'' Oak bur561
17'' Oak bur
562
18'' Oak bur
563
16'' Oak bur
564
17'' Oak bur
565
19'' Oak bur
566
14'' Oak bur
567
11'' Oak bur
568
25'' Oak bur
569
24'' Oak red
570
29'' Oak bur
571
22'' Oak bur
572
10'' Cedar red
573
12'' Cedar red
574
13'' Cedar red
575
10'' Cedar red
576
18'' Cedar red
577
10'' Cherry black
578
10'' Cedar red
579
15'' Cedar red
580
11'' Cedar red
581
10'' Cedar red
582
8'' Cedar red
583
9'' Cedar red
584
16'' Cedar red
585
8'' Cedar red
586
12'' Cedar red
587
14'' Cedar red
588
8'' Cherry black
589
8'' Cherry black
590
8'' Cedar red
591
14'' Cedar red592
8'' Cedar red
593
18'' Cedar red
594
19'' Cedar red
595
10'' Cedar red
596
13'' Cedar red
597
9'' Cedar red598
8'' Cedar red599
8'' Cedar red
600
18''
601
9'' Cedar red602
20'' Cedar red
603
10'' Cedar red
604
10'' Cedar red605
13'' Cedar red
606
11'' Cedar red607
13'' Cherry black608
8'' Cedar red
609
16'' Cedar red
610
16'' Cedar red
611
11'' Cedar red612
8'' Cedar red
613
9'' Cedar red
614
8'' Cedar red
615
16'' Cedar red
616
10'' Cedar red617
11'' Cedar red
618
11'' Cedar red
619
9'' Cedar red620
9'' Cedar red621
11'' Cedar red
622
21'' Cedar red
623
20'' Cedar red
624
8'' Cedar red625
10'' Cedar red626
12'' Cedar red
627
19'' Cedar red
628
12'' Cherry black
629
8'' Cedar red
630
11'' Cedar red631
9'' Cedar red
632
17'' Cedar red
633
12'' Cedar red
634
11'' Cedar red
635
16'' Cedar red
636
8'' Cedar red
637
15'' Cedar red
638
9'' Cedar red
639
9'' Cedar red640
9'' Cedar red641
9'' Cedar red642
11'' Cedar red643
10'' Cedar red
644
9'' Cherry black
645
24'' Oak red
646
15''
647
12''
648
17'' Cherry black
649
10'' Cherry black
650
14'' Elm american
651
21'' Cedar red
652
12'' Elm american 653
18'' Cherry black
654
12'' Cherry black
655
19'' Cedar red
656
11'' Cedar red
657
13'' Cedar red
658
8'' Cedar red
659
11'' Cedar red
660
12'' Cedar red661
8'' Cedar red
662
10'' Cedar red
663
9'' Cedar red
664
8'' Cedar red
665
9'' Cedar red
666
12'' Cedar red667
9'' Cedar red
668
9'' Cedar red
669
17'' Cedar red
670
10'' Cedar red
671
14'' Cedar red
672
14'' Cedar red
673
8'' Cedar red
674
14'' Cedar red
675
22'' Aspen quacking
676
30'' Maple silver
677
12''
678
10'' Cedar red
679
9'' Cedar red
680
14'' Cedar red
681
20'' Cherry black
682
27'' Oak red
683
10'' Cedar red
684
9'' Cedar red685
12'' Cedar red686
11'' Cedar red
687
9'' Cedar red
688
11'' Cedar red689
11'' Cedar red
690
9'' Cedar red691
12'' Cedar red
692
20'' Cedar red
693
22'' Cedar red
694
8'' Cedar red
695
16'' Cedar red
696
12''
697
12'' Cedar red
698
8'' Cedar red
699
12'' Cedar red700
10'' Cedar red
701
7'' Cherry black
702
11'' Cedar red
703
11'' Cedar red
704
9'' Cedar red705
14'' Cedar red
706
12'' Cedar red
707
16'' Cedar red
708
8'' Cedar red709
16'' Cedar red710
12'' Cedar red
711
12'' Cedar red
712
11'' Cedar red
713
14'' Cedar red714
12'' Cedar red
715
11'' Cedar red
716
14'' Cedar red717
18'' Cedar red
718
10'' Cedar red
719
12'' Cedar red
720
11'' Cherry black
721
12'' Cedar red
722
19'' Cedar red
723
11'' Cedar red724
8'' Cedar red
725
15'' Cedar red
726
17'' Cedar red
727
10'' Cedar red
728
8'' Cedar red
729
8'' Cedar red
730
24'' Cedar red 731
24'' Cedar red
732
10'' Cedar red
733
22'' Cedar red734
9'' Cedar red
735
12'' Cedar red
736
18'' Cedar red737
20'' Cedar red
738
13'' Cedar red739
16'' Cedar red
740
8'' Cedar red741
8'' Cedar red
742
11'' Cedar red
743
33''
744
27'' Cottonwood eastern
745
14'' Cottonwood eastern
746
11'' Cedar red
747
10'' Cedar red
748
9'' Cedar red
749
8'' Cedar red
750
10'' Cedar red
751
25''
752
13'' Cedar red
753
17'' Cedar red
754
17'' Pine red
755
12'' Pine red756
8'' Pine red757
9'' Pine red
758
9'' Pine red
759
12'' Pine red760
9'' Pine red761
8'' Spruce white
762
8'' Spruce white
763
8'' Spruce white
764
13'' Pine red
765
15'' Pine red
766
12'' Pine red
767
10'' Pine white
768
15'' Pine red
769
12'' Spruce white
770
14'' Pine white
771
29'' Pine white
772
15'' Pine red
773
12'' Pine red774
11'' Pine red775
6''
776
12'' Pine red
777
13'' Pine red
778
12'' Pine red
779
17'' Pine red
780
15'' Pine red
781
16'' Pine red
782
12'' Pine red
783
8'' Cedar red
784
12'' Oak bur
785
10'' Pine red
786
8'' Pine red
787
7'' Oak bur
788
9'' Pine red789
10'' Pine red
790
9'' Pine red
791
11'' Pine red
792
14'' Pine red
793
16'' Oak red
794
11'' Cedar red
795
14'' Cedar red
796
9'' Cherry black
797
23'' Pine white
798
13'' Pine white
799
16'' Pine white
800
15'' Pine white
801
25'' Pine white
802
13'' Spruce white
803
20'' Pine white
804
15'' Pine white
805
24'' Pine white
806
12'' Pine white
807
19'' Pine white
808
13'' Spruce white
809
10'' Pine white
810
10'' Pine white811
12'' Pine white812
8'' Pine red
813
14'' Pine white
814
9'' Oak bur
815
19'' Pine white
816
11'' Pine red
817
13'' Pine red818
17'' Cottonwood eastern819
8'' Pine red
820
12'' Cottonwood eastern
821
24'' Cherry black
822
8'' Pine red
823
8'' Pine red
824
8''
825
11'' Pine red 826
10'' Pine white
827
14'' Cottonwood eastern828
14'' Pine red
829
22'' Cottonwood eastern
830
11'' Pine red 831
12'' Pine red
832
9'' Pine red833
8'' Pine red
834
28'' Cottonwood eastern
835
21'' Pine white
836
15'' Cottonwood eastern837
13'' Elm american
838
8'' Pine red
839
22'' Cottonwood eastern
840
38'' Cottonwood eastern
841
11'' Pine white
842
28'' Cottonwood eastern
843
13'' Aspen quacking
844
13''
845
14''
846
14'' Oak bur
847
10'' Oak red
848
14''
849
14'' Cherry black
850
19'' Oak bur
851
34'' Oak bur
852
16''
853
32'' Oak bur
854
24''
855
16'' Oak bur
856
20'' Oak bur
857
9'' Oak bur
858
26'' Oak bur
859
18'' Oak bur
860
30'' Oak bur861
11'' Oak bur
862
16'' Oak bur
863
55'' Oak bur 864
22'' Oak bur 865
11'' Oak red
866
14'' Oak red
867
19''
868
7''
869
13''
870
6''
871
13'' Cherry black
872
30'' Oak bur
873
6''
874
12''
875
8'' Oak bur
876
9''
877
9''
878
9'' Spruce white
879
10'' Pine red
880
8'' Spruce white
881
8'' Pine red
882
14'' Pine red
883
17'' Pine red
884
15''
885
10'' Spruce white886
12'' Pine red
887
10'' Pine red
888
8'' Oak red889
29'' Cottonwood eastern
890
27'' Oak bur
891
22'' Oak bur
892
15'' Oak bur
893
6'' Cedar red
894
19'' Oak bur
895
18'' Oak bur
896
21'' Oak bur
897
9'' Spruce white 898
6'' Spruce white
899
16'' Oak bur
900
22'' Pine white
901
8'' Cedar red
902
22'' Oak bur903
21'' Oak bur
904
10'' Oak bur
905
20'' Oak bur906
30'' Oak bur
907
9'' Cedar red
908
20'' Oak bur
909
7'' Oak bur
910
13'' Oak bur
911
44'' Oak bur
912
13'' Oak bur
913
33'' Oak red
914
32'' Oak red
INF
ILTRAT
ION
BAS
IN
#2
INFILTRATION
BASIN #3
INFILTRATION
BASIN #1
WETLAND #12N & 12S
DE MINIMIS WETLAND, TO BE
REMOVED
AREA=697 SQ.FT.
WETLAND #13
DE MINIMIS WETLAND,
TO BE REMOVED
AREA=707 SQ.FT.
OUTLOT B
OUTLOT D
OUTLOT A
2
2
1
2
3
1
TAMARAK FARM ESTATESLINDEN OUTLOT COUTLOT D
ST. CROX SANCTUARY
LINDEN
TRAIL MANNING AVE. N.12"RCP
FE=930.0
WETLAND #12N & 12S
DE MINIMIS WETLAND, TO BE
REMOVED
AREA=697 SQ.FT.
WETLAND #13
DE MINIMIS WETLAND,
TO BE REMOVED
AREA=707 SQ.FT.
OUTLOT B
OUTLOT D
OUTLOT A
2
2
1
2
3
1
TAMARAK FARM ESTATESLINDEN OUTLOT COUTLOT D
ST. CROX SANCTUARY
LINDEN
TRAIL MANNING AVE. N.12"RCP
FE=930.0
WET POND #1
378
29'' Oak bur
379
14'' Cottonwood eastern380
17'' Cherry black
381
14'' Cedar red
382
16'' Cedar red 383
18'' Elm american
384
20'' Oak red
385
8'' Oak red
386
28'' Oak bur
387
19'' Oak bur
388
21'' Oak bur
389
25'' Oak bur390
29'' Oak bur
391
28'' Oak bur
392
28'' Oak bur
393
21'' Oak bur
394
21'' Oak bur
395
23'' Oak bur
396
32'' Oak bur
397
24'' Oak bur
398
26'' Oak bur399
33'' Oak bur
400
34'' Oak bur
401
23'' Oak bur
402
27'' Oak bur
403
30'' Oak bur
404
8'' Oak red
405
18'' Oak bur
406
12'' Pine red407
16'' Pine white
408
9'' Oak red
409
8'' Pine white
410
8'' Pine white
411
11'' Pine red
412
8'' Pine white
413
30'' Oak bur
414
11'' Pine red
415
9'' Pine red
416
11'' Pine white
417
9'' Pine red
418
8'' Pine red
419
6'' Oak red
420
9'' Pine white
421
13'' Pine white
422
14'' Pine white
423
8'' Pine white
424
16'' Pine white
425
19'' Pine white
426
16'' Cottonwood eastern
427
27'' Oak bur
428
13'' Pine white
429
14'' Pine white
430
11'' Pine white
431
10'' Oak red432
15'' Pine white433
12'' Pine white434
16'' Pine white
435
9'' Pine white
436
8'' Pine white
437
13'' Pine white
438
13'' Pine white
439
21'' Pine white440
8'' Oak red
441
16'' Pine white
442
10'' Oak red
443
24'' Oak bur
444
21'' Oak bur
445
15'' Oak bur
446
29'' Oak bur
447
31'' Oak bur
WET POND #1
WETLAND #12N & 12S
DE MINIMIS WETLAND, TO BE
REMOVED
AREA=697 SQ.FT.
50TH STREET N.
LINDEN
TRAIL
STMH
RIM=923.0
INLET=922.2
INV=
STMH
RIM=901.7
INLET=900.6
INV=895.8
(DIRT FILLED)15"RCP
FE=894.9
18"RCP
FE=895.0
STMH
RIM=901.7
INLET=900.9
INV=894.4
15"RCP
FE=908.4
STMH
RIM=912.8
INLET=912.1
INV=908.7
18"CMP
FE=918.2
15"RCP 12"RCP
12"RCP
WETLAND #12N & 12S
DE MINIMIS WETLAND, TO BE
REMOVED
AREA=697 SQ.FT.
50TH STREET N.
LINDEN
TRAIL
STMH
RIM=923.0
INLET=922.2
INV=
STMH
RIM=901.7
INLET=900.6
INV=895.8
(DIRT FILLED)15"RCP
FE=894.9
18"RCP
FE=895.0
STMH
RIM=901.7
INLET=900.9
INV=894.4
15"RCP
FE=908.4
STMH
RIM=912.8
INLET=912.1
INV=908.7
18"CMP
FE=918.2
15"RCP 12"RCP
12"RCP
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comMatch Line
Match Line
TP1.0
TREE
PRESERVATION
PLAN
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTP1.1
TREE
PRESERVATION
PLAN
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTP1.2
TREE
PRESERVATION
PLAN
REMOVED/SAVED
·Total Trees Saved = 6,885 ca
·Hardwood Trees (50% may be Removed)
··3,647 / 2 = 1317ca (1/2 needs to be Replaced @ =1,823 ca
·Evergreen Trees (50% may be Removed)
··2,893 / 2 = 1,446ca (1/2 needs to be Replaced @ =1,446 ca
·Common (75% may be Removed)
··623 / 4 = 78.5ca (1/4 needs to be Replaced @ =156 ca
Total Replacement 3,425 ca
TREE REMOVAL/REPLACEMENT SUMMARY
REPLACEMENT/CREDIT
·SIGNIFICANT TREE means a healthy tree measuring a minimum of six (6) inches in
diameter for hardwood deciduous trees, nineteen (19) feet in height or eight (8) inches
in diameter for coniferous/evergreen trees, or twelve (12) inches in diameter for
common trees, as defined herein.
·SPECIMEN TREE means a healthy, deciduous hardwood tree measuring equal to or
greater than thirty (30) inches in diameter breast height or a healthy
coniferous/evergreen tree measuring equal to or greater than twenty-five (25) feet in
height.
·ALLOWABLE TREE REMOVAL. Up to thirty (30) percent of the diameter inches of
significant trees on any parcel of land being developed, redeveloped, graded, or
proposed for construction activity may be removed without having to adhere to the
tree replacement requirements.
LAKE ELMO TREE PRESERVATION CODE
DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:
Project #:
Drawn By:
Checked By:
Issue Date:
12256098.000
JAK
C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA
Date: Lic. No.:01.22.26 45071
I hereby certify that this plan,
specifications 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.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTP1.3
TREE
PRESERVATION
PLAN
54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - IR Irrigation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 5542201/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:Pond AerationIrrigation Doctor IncWater FeaturesInstallation & ServiceDesign & ConsultingWell & Water Reuse Systemswww.irrigationdoctor.comServing Architects, Engineers, Developers, Builders & Homeowners763-571-7555service@irrigationdesigns.comirrigationdesigns comIRRIGATION ANDRE-USE PLANIR-010NORTH75150300Generated:2026-01-16 14:36P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLECustom Max Flow:260 GPMFlow Available260 GPMPRESSURE AVAILABLEStatic Pressure at POC:80 PSIPressure Available:80 PSIDESIGN ANALYSISMaximum Multi-valve Flow:240 GPMFlow Available at POC:260 GPMResidual Flow Available:20 GPM Design Pressure:Unknown Friction Loss:Unknown Fittings Loss:Unknown Elevation Loss:0 PSI Loss through Valve:UnknownPressure Req. at Critical Station:55.0 PSILoss for Fittings:1.86 PSILoss for Main Line:18.6 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:0 PSICritical Station Pressure at POC:75.4 PSIPressure Available:80 PSIResidual Pressure Available:4.56 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRain Bird 5-RC 1"1in. Brass Quick-Coupling Valve, with Corrosion-ResistantStainless Steel Spring, Thermoplastic Rubber Cover, and 1-PieceBody.19Leemco LMV-33BB3in. x 3in. LMV-BB Series Mainline Gate Valve. The Bell x Bellversion provides in-line isolation where the location is not near amainline ductile iron fitting.9Leemco LMV-44BB4in. x 4in. LMV-BB Series Mainline Gate Valve. The Bell x Bellversion provides in-line isolation where the location is not near amainline ductile iron fitting.3Cap for future useCap at the mainline or lateral line for future use. The pressureand flow provided to that location are indicated next to the capsymbol.58Re-Use Pump Station1Irrigation Mainline: PVC Class 200 SDR 21 1 1/2"189.4 lfIrrigation Mainline: PVC Class 200 SDR 21 2"350.5 lfIrrigation Mainline: PVC Class 200 SDR 21 2 1/2"1,491 lfIrrigation Mainline: PVC Class 200 SDR 21 3"6,193 lfIrrigation Mainline: PVC Class 200 SDR 21 4"2,718 lfPipe Sleeve: PVC Class 160 SDR 26 6"171.5 lfPipe Sleeve: PVC Class 160 SDR 26 8"67.4 lf
LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL
Fire Prevention, Code Enforcement, and Public Education
February 20, 2026
Sophia Jensen, Planner
City of Lake Elmo
Re: Gravina Preserve
Applicable Codes:
• 2020 Minnesota State Fire Code
• 2020 Minnesota State Building Code
• Lake Elmo Fire Department Fire Code Policies
• NFPA 13, 2016 edition
• NFPA 13D, 2016 edition
Fire Department Comments:
1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning
radiuses.
2) Approved fire apparatus roads shall be provided and maintained in coordination with engineering, public works,
planning, and fire departments. In accordance with MSFC D104.2, two fire apparatus access roads shall be
required and always maintained.
3) Project construction phasing shall always accommodate emergency access to the entire construction zone,
generally meaning two separate means of entrance/exit as defined in the code. Phasing plan to be approved by
the fire department prior to construction.
4) An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. On-
street parking shall be provided in approved locations following review by Engineering and Public Works. Parking
shall be prohibited on both sides of private drive lanes.
5) Street names and addressing shall be consistent with the Washington County Uniform Street Naming and
Property Numbering System. Street names assigned: Linden Ave. N. and Linden Circle N.
6) Fire hydrants and watermains shall be provided in approved locations following review by Engineering and
Public Works.
7) Building address numbers shall be plainly visible from the street fronting the property and shall be contrasting
color from the background. Size and placement of address numbers shall be approved by the fire and planning
department
Questions, clarifications, or the request to provide code documents can be made using the contact information listed
below.
Respectfully,
From:John P. Hanson
To:Sophia Jensen
Cc:Josh Phillips
Subject:RE: Land Use Review Request - City of Lake Elmo (Feb)
Date:Tuesday, February 24, 2026 1:09:07 PM
Attachments:image001.png
image002.png
Hi Sophia,
The project will require a VBWD permit, but no application has been submitted yet. We have
had discussions over the years with the developer’s engineer about the site. The property
includes several wetlands and low-lying areas with high overflow elevations that are typically
landlocked. These conditions make development more challenging, particularly in terms of
protecting proposed homes from flooding, avoiding increases in off-site flood levels, and
protecting local water resources.
Once a complete VBWD permit application is submitted, we will review it for compliance with
VBWD rules and requirements.
John
John P. Hanson, PE
Valley Branch Watershed District Engineer
Barr Engineering Co.
JHanson@barr.com | 952.832.2622
4300 MarketPointe Drive, Suite 200
Bloomington, MN 55435 | vbwd.org
From: Sophia Jensen <SJensen@lakeelmo.gov>
Sent: Tuesday, February 24, 2026 10:57 AM
To: Dustin Kalis <DKalis@lakeelmo.gov>; Anthony Svoboda <ASvoboda@lakeelmo.gov>; John P.
Hanson <jhanson@barr.com>; Jack Griffin <jack.griffin@bolton-menk.com>; Nathan Stanley
<nathan.stanley@bolton-menk.com>; Sarah Evenson <sarah@hkgi.com>
Cc: Nathan Fuerst <nathan.fuerst@bolton-menk.com>; Jason Stopa <JStopa@lakeelmo.gov>; Ashley
Monterusso <AMonterusso@lakeelmo.gov>
Subject: RE: Land Use Review Request - City of Lake Elmo (Feb)
CAUTION: This email originated from outside of your organization.
Greetings Everyone,
Just sending a friendly reminder that agency review for the application below is due on 2/26 at noon.
At this time I have only received comments from the Fire Dept.
Thank you,
Sophia Jensen, AICP
Senior Planner
Sjensen@lakeelmo.gov | (651) 747-3911
3880 Laverne Ave. N., Lake Elmo, 55042
From: Sophia Jensen
Sent: Friday, February 13, 2026 2:04 PM
To: Dustin Kalis <DKalis@lakeelmo.gov>; Anthony Svoboda <ASvoboda@lakeelmo.gov>; John P.
Hanson <jhanson@barr.com>; Jack Griffin <jack.griffin@bolton-menk.com>; Nathan Stanley
<nathan.stanley@bolton-menk.com>; Sarah Evenson <sarah@hkgi.com>
Cc: Nathan Fuerst <nathan.fuerst@bolton-menk.com>; Jason Stopa <JStopa@lakeelmo.gov>; Ashley
Monterusso <AMonterusso@lakeelmo.gov>
Subject: Land Use Review Request - City of Lake Elmo (Feb)
You are being asked to review the following application as a stakeholder in the area of a pending land
use application. Plans and other application materials on the items listed below are provided in the
link below. Please email your questions on the items and send your review memo by the deadline
listed in yellow.
Granvia Preserve (FKA Legends of Lake Elmo) Preliminary Plat and OP PUD: Twin Cities
Land Development has submitted an Open Space Planned Unit Development and Preliminary Plat for
110 acres. The proposal includes 58 single family homes and ~55% open space with city water and a
community septic system. The current zoning is Rural Residential (RR). Reviewers: VBWD, Fire Dept,
City Engineer, Landscape Architect. Please have feedback to Sophia Jensen by Friday, February 26th
2026 at Noon. https://drive.google.com/drive/folders/1cihkbIj5z4nzqmaA2L7cVCzaFNaYD6eJ?
usp=sharing
Thank you,
Sophia Jensen/ AICP
Senior Planner
Sjensen@lakeelmo.gov | (651) 747-3911
3880 Laverne Ave. N., Lake Elmo, 55042
Memorandum
800 Washington Avenue North, Suite 207
Minneapolis, MN 55401
February 25, 2026
TO: SOPHIA JENSEN
FROM: SARAH EVENSON, PLA
RE: GRANVIA PRESERVE- LANDSCAPE AND TREE PRESERVATION PLAN REVIEW
SUBMITTALS
1. Preliminary Plat and OP PUD Submittal, dated January 22, 2026, received February 13, 2026.
REVIEW HISTORY
1. February 25, 2026- Landscape and Tree Preservation Plan Review
LOCATION: North of 50th St N between Stillwater Blvd and Lake Elmo Ave N. Bordered on the south by
50th Street, Tamarack Farm Estates and Carriage Station to the east, St. Croix Sanctuary to the north,
and agricultural properties to the west.
CURRENT LAND USE CATEGORY: Rural Residential (RR) PUD
ADJACENT AND SURROUNDING LAND USE: Bordered by Open Space (Residential Land Use) and R2-
One & Two-Family Residential on the North, East, and South and Rural Residential on the West.
SPECIAL LANDSCAPE PROVISIONS: none
TREE PRESERVATION PLAN: 105. 12. 470
• Applicant’s tree removal/replacement summary on sheet TP1.3 appears to state that trees saved
equal a caliper credit. Preserved trees do not qualify for a credit or count toward replacement per city
ordinance.
• Only up to 30% of the diameter inches of significant trees may be removed without triggering
replacement. The 30% removal figure applies to each category (hardwood, evergreen, and common
trees) individually. Applicant’s tree removal/replacement summary on sheet TP1.3 needs to be
revised to clearly summarize:
1. Total caliper inches of hardwood trees on site and total caliper inches of hardwood trees proposed
to be removed. Total hardwood inches * 0.3 = allowable removal without replacement. Every
caliper inch removed beyond this number needs to be replaced at a 50% rate.
2. Total caliper inches of evergreen trees on site and total caliper inches of evergreen trees proposed
to be removed. Total evergreen inches * 0.3 = allowable removal without replacement. Every
caliper inch removed beyond this number needs to be replaced at a 50% rate.
3. Total caliper inches of common trees on site and total caliper inches of common trees proposed to
be removed. Total common inches * 0.3 = allowable removal without replacement. Every caliper
inch removed beyond this number needs to be replaced at a 25% rate.
February 25, 2026
Granvia Preserve
Memorandum 2
• Tree protection fencing must be shown on the removals, grading, and tree preservation plans. Size
fencing around all trees to be protected using their critical root zone (CRZ) at 1 foot per inch of tree
diameter and show tree protection fencing outside of that CRZ.
• Landscape plan must show suitable size, species, number and location of replacement trees
LANDSCAPE PLAN: 105.12.480
• A landscape plan will need to be re-submitted that meets code, including, but not limited to:
1. Landscape plans showing the location, size, quantity, and species of all proposed plant materials
must be provided. Include a plant schedule on the sheet(s) where plants are shown so that flipping
back and forth between sheets is not required. Plant quantities must be provided in the schedule
that match what is shown on each sheet. For legibility, you may want to break out landscape plans
across multiple sheets based on match lines established earlier in the drawings on civil sheets.
2. Ground cover restoration strategy must be shown for the entire site. The seed mix legend is not
shown on the same sheet as the plan. Both should be shown on the same sheet for clarity. Hatches
are not legible at this scale, which likely necessitates enlargement plans by break line similar to the
civil sheets. MN Seed Mixes 34-271 and 35-221 are not standard BWSR State Seed Mixes. Please
replace with suitable standard seed mixes. MN Seed mix 25-131 is listed twice in the schedule with
different hatches. Rectify these items on plan and restoration schedule.
3. Provisions for irrigation do not appear to be provided for all proposed trees. If trees are not served
by the proposed lot irrigation (sheet IR-01), notes must be provided about how these trees will be
watered through the 2-year warranty period.
4. Show the location of a topsoil stockpile on one of the early civil sheets and provide
notes/calculations indicating that the quantity of soil shall be sufficient to cover all landscaped
areas at least 4” deep.
5. Show and clearly label easements on landscape plans as required by code (10’ drainage and utility
easement along frontage streets, 5’ easements along side and back property lines).
Ensure that the planting plan meets requirements of 105.12.480 (b) (7). Trees shall be planted
at least ten feet away from utilities including water and sewer stubs.
6. Revise the landscape standards table on sheet L1.1 to include the full suite of code-required trees:
One tree per 50’ linear feet of street frontage
5 trees per acre of land that is disturbed by development
Mitigation trees (as re-calculated per above Tree Preservation Plan notes)
February 25, 2026
Granvia Preserve
Memorandum 3
7. Once the landscape plan is revised based on tree replacement and other landscape requirements,
minimum tree composition requirements must also be met.
8. If clearing and grubbing of existing trees, underbrush, and stumps is proposed along the northern
property line as shown on sheet C100, there will be significant impacts to the character of existing
homes. Provide a plan diagram showing proposed trees and existing buffer trees to remain, and a
section cut from the existing properties north of the development down to the toe of the proposed
slope showing that proposed landscaping will provide adequate visual mitigation where existing
vegetation is proposed to be removed.
9. Notes on sheet L1.1 and L1.2 indicate that trees “shall not be not less than 1.5 inches in caliper
measured at 54 inches above grade level.” Refer to table 6-1 in the code for minimum size
requirements at planting and revise this note to match. Deciduous trees must be at least 2.5”
caliper and ornamental trees must be at least 2”.
10. Replace the tree planting details on sheet L1.1 with the city standard tree planting details.
GENERAL NOTES:
• I have concerns about the intense grading along the northern border of the development, given its
proximity to existing backyards of single family homes and the removal of valuable screening that
existing trees provide. Our code says, “All applicants are encouraged to preserve all healthy trees of
significant value even if the trees do not meet the size requirements to be considered significant
trees.” Unnecessary removal of screening buffers has caused significant issues in past projects and we
would like to avoid this moving forward.
• If the number of actual required mitigation trees is anywhere near the quantity (1,370) shown on the
current plans, this may be an indication that the applicant’s site layout disturbs too much high value
woodland and is removing more significant trees that they can feasibly replace. If, after properly
calculating required replacement trees, the applicant finds this is the case, they should revise the
scope of their proposed development to reduce impacts, specifically in the hardwood forest on the
north side of the central wetland complex. This would also ensure adequate wetland buffers are
maintained here.
RECOMMENDATION:
The landscape and tree preservation plans must be revised and resubmitted to address the items in this
memo.
Sarah Evenson, PLA (MN)
City of Lake Elmo Municipal Landscape Architect
P: (262) 391-7653 E: sarah@hkgi.com
MEMORANDUM
Date: February 28, 2026
To: Sophia Jensen, Senior Planner Re: Granvia Preserve
Nathan Fuerst, Planning Consultant OP PUD Preliminary Plan Review
Jason Stopa, Community Development Director
Pete Tholen, Public Works Director
Nate Stanley, City Engineer
Chad Isakson, Assistant City Engineer
From: Jack Griffin, Sr. Project Manager
An engineering review has been completed for the Granvia Preserve PUD Preliminary Plat/Plans received
on February 13, 2026. The review consisted of the following documentation:
· Granvia Preserve PUD Preliminary Plans dated January 22, 2026.
· Granvia Preserve Stormwater Calculations dated January 21, 2026.
· Granvia Preserve Wastewater Treatment Facility Feasibility Study, dated January 21, 2026.
· PUD Preliminary Plan Narrative, PDF file dated February 13, 2026.
STATUS/FINDINGS: Engineering has prepared the following review comments to be addressed. A point-
by-point response letter must accompany the plan resubmittal. A condition of Preliminary Plat approval,
if granted, must require the applicant to revise and resubmit Preliminary Plat/Plans to address each review
comment and condition of approval to the satisfaction of City staff prior to the City accepting a Final
Plat/Plan application. All public improvements constructed to support the development must be designed
and constructed in accordance with City Engineering Design Standards Manual.
PRELIMINARY PLAT/SITE PLANS
1. All Outlots, Lot and Block numbers, and street names (proposed and existing) must be shown on
the Preliminary Plat, Site Plans, Street and Utility Plans, and Grading Plans.
2. Outlot ownership and all existing and proposed easements must be shown on the Preliminary
Plat, Site Plans, Street and Utility Plans, and Grading Plans.
3. Outlots A, D, F, G, I and K are proposed as HOA owned and maintained.
Outlot A contains public open space, wetlands and wetland buffers, and the Northern
Gasmain Easement. A 10-ft small/dry utility easement is required over Outlot A along the full
length of the 50th Street and Linden Ave right-of-way.
Outlot D contains drainage systems and public open space. A 10-ft small/dry utility easement
is required over Outlot D along the full length of the 50th Street and Linden Ave right-of-way.
Outlot F contains public open space and the Northern Gasmain Easement. A 10-ft small/dry
utility easement is required over Outlot F along the full length of the Linden Avenue right-of-
way, both north and south intersection locations.
Page: 2
Outlot G contains the Community Wastewater Treatment system for the subdivision. A 10-ft
small/dry utility easement is shown over Outlot G along the full length of the Linden Avenue
right-of-way as required.
Outlot I contains public open space, wetlands and wetland buffers. A 10-ft small/dry utility
easement is required over Outlot I along the full length of the Linden Avenue right-of-way.
Outlot K contains a public trail connection to the Santuary neighborhood, public open space,
wetlands and wetland buffers, and the Northern Gasmain Easement. The Preliminary
Plat/Plans must be revised to provide a 30-feet-wide trail easement over the public trail
connecting to the Sanctuary neighborhood, and a 10-ft small/dry utility easement along the
full length of the Linden Avenue right-of-way, and the cul-de-sac right-of-way.
Revise the Preliminary Plat/Plans to provide drainage and utility easements over all wetlands
wetland buffers, drainage swales and storm sewer pipes in Outlots A, D, I, and K.
4. Outlots B, C, E, H, J and L are proposed as City owned and maintained.
Outlots B, C, H, and L provide Stormwater Management BMPs to support the subdivision. The
Preliminary Plat should be revised to remove the drainage and utility easement over all of
each Outlot. An easement is not needed as the Outlot ownership will be dedicated to the City.
Outlot C. Revise the Preliminary Plat/Plans for Outlot C to be City owned and maintained.
Outlots E and J provide a public trail within the subdivision, connecting 50th Street to the
Santuary neighborhood and are centered within 30-ft-wide Outlots to be dedicated to the
City as part of the Plat.
5. Dedicated drainage and utility easements, minimum 10-feet wide, are required along all public
roadway frontage. All easement areas must be free from all encroachments other than those
approved by the City Engineer and upon execution of an easement encroachment agreement.
Prohibited encroachments include, but are not limited to trees, structures, landscaping, fences,
retaining walls, storm sewer running parallel with the easement, and stormwater BMPs.
The Outlot G Retaining wall must be relocated to be outside of the public right-of-way and
10-ft. small/private utility corridor. The retaining wall shall be privately owned.
6. Written landowner permission must be submitted with the Final Plat application for any off-site
permanent and temporary construction easements required to implement the subdivision
improvements, including off-site improvements.
SITE PLANS, TRAFFIC AND ACCESS MANAGEMENT
1. Access Management: Primary access is proposed from 50th Street North. The access location
appears to meet the City’s Transportation Plan access spacing guidelines for Collector Roadways
(every 660 ft. to residential streets and commercial driveways) unless the adjacent westerly
property transitions to a commercial use.
2. Right-of-way Dedication along 50th Street north. The proposed Plat/Plans must show dedication
of sufficient R/W along 50th Street North to ensure 40-feet of right-of-way to the north of the
existing physical street centerline. Preliminary Plat/Plan revisions are necessary to meet this
minimum requirement.
Right-of-way dedication along 50th Street north has been shown as required for the eastern
part of the subdivision. However, the portion of the subdivision to the west of 11658 50th
Street, the dedication of right-of-way must be revised. The Preliminary Plat must label and
identify the existing street centerline to facilitate further City review.
3. Turn Lane Improvements.
A westbound right turn lane is shown along 50th Street as part of the subdivision
improvements as required. Turn lane lengths and tapers will be further reviewed as part of the
final construction plans.
Page: 3
A southbound right turn lane is shown on the plans at the intersection with 50th Street with
the street width and right-of-way width expanded as required.
4. Secondary access to the site is required for residential units exceeding 30 homes. Secondary access
will be accomplished through a connection to Linden Avenue in the Sanctuary subdivision.
5. Phasing Plan. The development phasing will require the secondary connection to Linden Avenue
to be operational before the 31st building permit will be issued. Watermain looping is also required
and must be taken into consideration in the phasing of the improvements. The Preliminary Plat
narrative currently indicates that the subdivision will be constructed as a single Phase.
6. Construction Access. Access for the grading, streets and utilities should be prohibited from Linden
Avenue to avoid construction traffic through the existing Sanctuary subdivision, until such time
that the subdivision streets have been paved.
7. Pedestrian facilities: Segments of a bituminous trail currently exist along 50th Street N. alternating
from the north to south side of the road. As traffic continues to increase on 50th Street it is critical
for the city to create a continuous bituminous trail along 50th Street, from Stillwater Boulevard
(CSAH 14) to Lake Elmo Avenue. As part of the Granvia Preserve Subdivision improvements, a
bituminous trail will be constructed along 50th Street to improve pedestrian safety and work
toward future trail connectivity. The trail will be constructed along the north boulevard, connecting
to the existing trail at Tamarack Farms and extending west across the proposed Granvia Preserve
subdivision up to approximately the gas main easement. A new mid-block pedestrian crossing will
be constructed as the trail approaches the existing pond encroachment to direct to the trail to
south side of the boulevard, and connecting to the existing trail on the south side of 50th Street at
the Tana Ridge subdivision.
Design details for the pedestrian crossing will be further reviewed as part of the final
construction plans.
8. A residential street cul-de-sac is shown in the northwest part of the subdivision and the right-of-
way extends to the westerly plat limits for future connection as required. The design of the
temporary cul-de-sac will be further reviewed as part of the final construction plans. As currently
shown, the temporary cul-de-sac, boulevard and utility easement significantly encroach the
building pad for Lot 1, Block 4. The lot encroachment/impact should be considered long-term as
the construction plans are evaluated for this area.
9. All streets must be designed to meet the City’s Engineering Design Standards including right-of-
way width, street pavement width, cul-de-sac radii(s), cross slopes, boulevard grades, curb designs
and drainage systems, and utility easement layout and grades. The Preliminary Plans show city
standard public streets at 28-ft. wide within 60-ft right-of-way as required.
10. The Typical Street Section must be revised to show boulevard trees 8-ft. back of curb when there
is no sidewalk/trail. Due to trail width, relocate boulevard trees on trail side to 4-ft back of curb to
maintain 3-ft. clear zone between tree and trail. Revise all landscape plans accordingly.
11. Surmountable concrete curb and gutter shall be installed along the frontage of properties with
future driveways and B618 curb installed along entrance roadways and non-lot frontage areas. The
site plans must be revised to replace B612 with B618 curb.
12. Street intersections must connect at 90 degrees and maintain 50 feet of tangent with maximum
slopes of 2.5%. Residential maximum longitudinal grade is 6%. All cul-de-sacs shall be signed “No
parking” throughout.
13. City design standards require a six (6) foot sidewalk along all residential streets. The Preliminary
Plat submittal seeks flexibility to install an 8-ft bituminous trail in place of the sidewalk.
14. Trail Requirements. The Open Space PUD ordinance requires a trail system to be established equal
in length to the sum of the centerline length of all public roads within the development. The Sketch
plan provides this trail as required; however, it is being proposed instead of the required sidewalk.
Page: 4
The Outlot J Trail connection to Linden Avenue, and corresponding Outlot alignment, must be
relocated further north to avoid conflicts with the future driveway for Lot 8, Block 6 and to
ensure an ADA compliant crosswalk at Linden Avenue.
It is recommended that curb extensions (traffic calming) be installed along Linden Avenue at
both mid-block trail crossings. Design details for these crosswalks will be further reviewed as
part of the final construction plans.
15. Driveways. All driveways must be installed in accordance with all city ordinances, including
minimum distance from intersections, driveway angles installed at 90-degrees as they cross public
right-of-way, and distance between driveways. Revisions to the lot layouts may be necessary for
driveway compliance, including Lot 8, Block 1, and Lot 7, Block 3.
16. Streetlights. Streetlights have been shown on the Preliminary Plans. Streetlight locations will need
to be revised as part of the final construction plans for placement at all street and trail
intersections, and at the end of the proposed cul-de-sac. For the purpose of street light placement,
the 90-degree curves should be considered street intersections.
STORMWATER MANAGEMENT, GRADING AND STORM SEWER
1. The proposed subdivision improvements are subject to a Stormwater Management Plan (SWMP)
meeting State, Valley Branch Watershed District (VBWD) and City rules. A VBWD permit is required.
Storm water facilities constructed as part of the development to meet permitting requirements
must be constructed in accordance with the City Engineering Design Standards.
2. All storm water BMPs must be placed in Outlots dedicated to the City. Each Outlot must fully
incorporate the 100-year HWL, 10-foot maintenance bench and all maintenance access roads.
Maintenance access roads meeting city standards must be provided for all storm water facilities
and structures. All adjacent lot corners must be +.2 ft above the 100-year HWL to meet
construction tolerance and maintain 100-year HWL on each Outlot.
The proposed site plan shows four stormwater management basins, including three infiltration
basins and 1 wet pond. All facilities appear to meet City standards. Plan revisions may be
necessary as construction plans are finalized.
3. All wetlands and wetland buffers must be placed in Outlots. The Preliminary Plans must be revised
to eliminate the Wetland #8 buffer encroachment to the cul-de-sac right-of-way and 10-ft.
small/dry utility corridor.
4. The Preliminary Plat narrative and Preliminary Plans propose stormwater reuse irrigation, however
it remains unclear how stormwater reuse will be implemented. The Preliminary Plat/Plans as
submitted remain incomplete and the SWMP does not account for stormwater reuse. Plan
revisions are required to further detail the proposed system, water balance calculations, and
infrastructure requirements, together with any easements that may be necessary for plan
implementation.
5. Approval of the preliminary grading and storm sewer plans for the development is contingent upon
all grading plans being reviewed and approved by the City Engineer prior to the start of any grading
or construction.
6. Minimum floor elevations must be at least 2 feet higher than the adjacent stormwater basin or
wetland 100-year HWL elevation.
7. Overland emergency overflow (EOF) elevations are required throughout the site, requiring a
system of interconnecting drainage ways. Low openings for adjacent structures must maintain 1-
foot above any adjacent EOF in the as-built condition.
8. All localized low points must be protected within a drainage easement, including the localized 100-
year HWL. The grading plans must be revised to show all localized low point HWL elevations and
the Lot easements adjusted as necessary.
Page: 5
9. The storm sewer system shall be designed to meet all City design standards including RCP pipe
materials and maintaining the minimum pipe cover of 3 feet. Drain tile is required as part of the
city standard street section at all localized low points in the street.
10. Per city requirements all storm sewer pipe easements must be a minimum 30-feet in width.
Easements are needed for some storm sewer runs.
MUNICIPAL WATER SUPPLY
1. Connection to the municipal water system is available near the proposed development in two
locations. The applicant will be responsible for connecting to the existing 12-inch trunk watermain
located along 50th Street. A minimum 8-inch ductile iron watermain will need to be extended
along the new proposed streets into and throughout the development at developer’s sole cost.
2. A second connection point to the existing watermain system is required to create a looped
watermain system, connecting to the existing 16-inch watermain located along Linden Avenue in
the Sanctuary subdivision.
3. A watermain lateral stub will be required to the westerly plat limits.
4. The developer will also be responsible to place hydrants and water system valves internal to the
site as determined by the Lake Elmo Public Works Director and Fire Department.
5. No watermain oversizing is anticipated for this development. However, further water main pipe
sizing will be evaluated by the City prior to finalizing this design. All watermain to be installed
would be required to meet the minimum 8-inch design standard.
6. When not located within the public right-of-way, minimum 30-foot easements centered over the
pipe/hydrant are required without encroachments from retaining walls, trees, other small/dry
utilities, or storm water management BMPs. Easements must be dedicated to the city as part of
the plat. Dedicated watermain easements must be shown on all site, grading, utility, and
landscape plans.
WATEWATER MANAGEMENT / SANITARY SEWER
1. The proposed development is located outside of the City designated Municipal Urban Service Area
(MUSA) for sanitary sewer service. The developer is therefore responsible to provide wastewater
management infrastructure to support the proposed subdivision in perpetuity, including
professional management of the system. All sewer infrastructure must be provided at the
developer’s sole cost and will remain privately owned and maintained.
2. The Preliminary Plat/Plans propose a gravity sanitary sewer system to be privately owned and
maintained but located within the public right-of-way and constructed to City design standards.
3. A privately owned and maintained duplex sanitary lift station is proposed at the gravity sewer end
point to pump the wastewater to a community subsurface sewage treatment system located near
the center of the subdivision in Outlot G (HOA owned).
4. The community wastewater treatment system will be designed to receive wastewater from all 58
lots requiring a treatment design capacity of 24,300 gallons per day (gpd). At this capacity (greater
than 10,000 gpd) the system will be regulated and permitted as a large subsurface/sewage
treatment system (LSTS) by the MPCA, requiring a State Disposal System (SDS) Permit. The
proposed wastewater treatment system includes primary, secondary and tertiary treatment prior
to the effluent being dispersed to a soil absorption area (drainfield). Wastewater treatment
components include a series of septic tanks, flow equalization, aerobic treatment units, and a
denitrification unit. The Plans show a minimum required soil absorption bed area of 36,450 sf with
an additional 12,150 sf of reserve area.
5. Revisions to the Preliminary Plans are anticipated to relocate the proposed retaining wall outside
of the public right-of-way and small/dry utility corridor. As construction plans are finalized,
additional revisions may be necessary to ensure all required setbacks are maintained.
Granvia Preserve Preliminary Plat
and Open Space Planned Unit
Development
Planning Commission | March 9 th 2026
Background
SAHS
Hwy 36
50th St
Sanctuary
Neighborhood
Carriage Stn
Neighborhood
Fields of St Croix
Neighborhood
Tana Ridge
Neighborhood
Applicant: Twin Cities Land Development LLC
Owner: Landucci Homes Inc
Location: PID# 01.029.21.42.0003, 01.029.21.41.0001,
01.029.21.43.0001
Area: 110.01 acres
Current Zoning: Rural Residential (RR)
Proposed Zoning: Open Space Planned Unit
Development (OP PUD) Overlay
2040 Comprehensive Plan: Rural Area
Development (RAD)
Request: 58-unit single family detached
development (Gross Density 0.53 units/acre)
Land Use Applications: Preliminary Plat and Open
Space Planned Unit Development
Land Use Analysis
Zoning Map (RR)FLU Map (RAD)
Plat
Preliminary Plat Review
•Land Use/Zoning
•Bulk Standards
•Tree Preservation/Landscaping
•Grading/Stormwater/Wetland Impacts
•Public Infrastructure (streets, access, utilities)
•Parkland Dedication
OP PUD Review
Minimum Criteria:
a)Land must be zoned A, RR, or RE – Met
b)Lot must be at least 20 acres - Met
c)Must be under common ownership – Met
PUD Objective - Met
The purpose of OP PUD’s is established by City Code Section 105.12.980 as follows: The
purpose of open space planned unit developments is to provide greater development
flexibility within rural portions of the community while maintaining the rural character by
preserving agricultural land, woodlands, wildlife or natural corridors, pollinator and wildlife
habitat, and other significant natural features consistent with the goals and objectives of
the city's comprehensive plan. The city reserves the right to deny establishment of an open
space PUD overlay district and direct a developer to re-apply under standard zoning
provisions if it is determined that proposed benefits of the open space PUD do not justify the
requested flexibilities.
Performance Standards
Lake Elmo Code Section 105.12.1050 and 105.12.1060
•Density – Met
•Lot Design and Setbacks– Met
•Streets - Met
•Preserved Open Space – Met at ~55%
•Septic Design – Requirement to be Met
•Building Standards – 60% Garage Façade Deviation Requested
•Landscape Standards – Requirements to be Met
•Impervious Surface Standard – 40% Deviation Requested
•Trail and Sidewalk Standards – Bituminous Sidewalk Deviation Requested
Standards (105.12.1050)OP PUD Requirement:As Proposed
Minimum Lot Area 16,000 sq ft Range of 16,000 to 65,358 sq ft
Minimum Lot Width 100 feet 100 feet
Max Impervious Cover 30% per lot 40% per lot
Garage Frontage of Lot Maximum 40% of facade Maximum 60% of facade
Minimum Setback - Front 30 feet 30 feet
Minimum Setback - Side 15 feet 15 feet
Minimum Setback - Corner 30 feet 30 feet
Minimum Setback - Rear 20 feet 20 feet
Maximum Height 35 feet Not provided
Driveway Setback from
intersection
50 feet from r-o-w 50+ feet from r-o-w
Driveway setback from
side lot line
5 feet Driveway locations/widths not provided
Driveway Width 12-26 feet Driveway locations/widths not provided
Cells in the ‘As Proposed’ cells shaded in Orange indicate a deviation from City Code.
PUD Flexibilities
This project is requesting three flexabiliites via the OP-PUD:
Architectural Standards (60% Garage Façade) – Per LEC 105.12.1060(c) the width of an attached
garage shall not exceed 40% of the building façade. The Applicant is requesting a flexibility to go up
to 60% garage façade. The reason for this request is to meet the resident expectations of interior
storage and functionality of the home. Staff finds this request reasonable.
Concrete vs. Bituminous Sidewalk – Per LEC 105.12.1060(f) a traditional sidewalk is to be constructed
along the roadway. The applicant is proposing to construct an 8-foot wide bituminous sidewalk
along the roadway in addition to the existing trail requirements/standards. The reason for this
request is for a contiguous trail system. Since the applicant is proposing the HOA maintain the
sidewalk and trails Staff finds this request reasonable.
30% vs 40% Impervious – Per LEC 105.12.1060(e) the maximum impervious surface per lot is 30%. The
applicant is proposing a blanket approval of 40% impervious surface per lot. The reason behind this
is due to unique lot shapes and the amenities that the residents expect. The entire site impervious
surface will be ~19%. Staff finds this request reasonable.
Parkland Dedication
Development creates demand on parks and trails.
Adjacent Parks:
•Hidden Meadows
Trail Connections:
•Hidden Meadows Park
•50th Street
•Tamarack Farms
Parks commission recommended cash in lieu with
up to 25% trail credit for the connections listed
above at their meeting on 2/21/24.
Landscape/Tree Preservation - The Applicant has not requested flexibility related to landscaping or tree
preservation standards. Per the City Landscape Architect’s Memo, the proposed plans require revisions to
comply with City Standards.. Further consideration is needed for the vegetation removal to maintain
screening and prevent unnecessary removals.
Wetlands - There are 13 wetlands on the development site. Of those, 11 will be preserved through the
proposed development layout. There are two very small wetlands (12 & 13) each comprising less than 800
sq ft which are proposed for de minimis removal. Wetland buffer averaging is proposed around the
remaining wetlands, with all buffer areas located within the proposed open areas. Staff is supportive of this
approach to reduce issues with enforcement of wetland buffers. Staff recommend that wetland buffer
signage be located at lot boundaries where directly abutting a required wetland buffer.
Traffic/Access/Parking - 50th Street is a collector street and designed to carry large traffic volumes. Turn
lanes would be required as part of this development. A pedestrian crossing for trail connectively will be
required and is details will come with future submittals. Section 105.12.410 requires 2 spaces per dwelling
unit. The homes will have 2 or more enclosed stalls with driveways to accommodate additional visitor
parking. Given the width of the right of way, parking will be limited to one side of the street. As such,
driveways must conform to all City standards including location, grade, and surface, when proposed.
Stormwater Reuse - The applicant has indicated that the homes will be attached to a communal
irrigation system that is served by stormwater reuse. A backup connection to the City’s water supply would
be required and utilized when necessary to keep pond levels at a minimum threshold. Plans and details on
the system will be required in future submittals to the satisfaction of the City Engineer.
Other Review Considerations
Review Comments
The application has been circulated for comments. Below is a summary of the comments received.
Conditions of approval have been added where applicable.
•Fire Chief Review. The City’s Fire Chief provided a comment memo dated 2/20/2026 which details a
comment on emergency access, signage, hydrants, addressing, and street naming.
•Valley Branch Watershed District. A permit from VBWD will be required before any work can begin on site.
No permit has been submitted to the agency at this time.
•Landscape Architect Memo. The Applicant has not requested flexibility related to landscaping or tree
preservation standards. The current plans require revisions and/or modifications to comply with City
Standards prior to acceptance by the City.
•Engineering Review. The City Engineer has reviewed the project and is generally recommending
approval of the project subject to revisions and corrections related to the plan sets, street sections, and
details on the pedestrian facilities
5 Findings of Fact
Staff recommends approval of the Preliminary Plat based on the following findings:
•That the Preliminary OP PUD Plan would be consistent with the intent of the 2040 Lake Elmo
Comprehensive Plan and the 2040 Land Use Map for this area.
•That the preliminary plat generally complies with the City’s Subdivision regulations and does
not meet the criteria for denial in Section 103.00.090 (d)(2).
•That the preliminary plat generally complies with the City’s Zoning Code with the exceptions
provided for in the OP PUD.
•That the preliminary plat generally complies with the City’s design standards.
•That the preliminary OP PUD Plan meets the minimum requirements for an OP PUD identified in
LEC 105.12.1030 and criteria for approval in LEC 105.12.1070.
14 Conditions for Approval
Satisfaction of Staff review memos:
•City Engineer
•Fire Chief
•Landscape Architect
Standard conditions for Preliminary Plat Requests:
•Agreements, fees, permits, additional reviews
Unique conditions for Preliminary Plat Request:
•Stormwater reuse agreements/reviews
•Community septic approvals
•W etland buffer signage
Public Hearing
•Mailed to Property Owners within 500’ and pushed on February 23rd, 2026. The Notice was
published in the Stillwater Gazette on February 27th, 2026.
•General public comments as summarized:
•No comment received at this time.
Recommendation
Staff is therefore recommending the Planning Commission provide a recommendation to the City
Council for conditional approval. Example Motion:
“Move to recommend approval of the preliminary plat and PUD
requested by Twin Cities Land Development on the subject
property based on the findings of fact and recommended
conditions of approval listed in the staff report.”
Note: This presentation is subject to change based on staff
revisions or public comment received between the date of the
packet posting and day of the meeting.
STAFF REPORT
DATE: March 3, 2026
PRESENTATION
TO: Mayor and Councilmembers
FROM: Ashley Monterusso, City Planner
Presentation: Kristin Moroz, MPCA & Ashley Monterusso, City Planner
AGENDA ITEM: Sustainability/Green Team Update
REVIEWED BY: Miranda Moulis, Assistant City Planner; Ryan Ness, Finance; Kathie Smith,
Communications Coordinator
CORE STRATEGIES: ☒Vibrant, inclusive, connected community ☐Efficient, reliable, innovative services☐Responsive, transparent, adaptive governance ☐Balanced Finances now and future☐Managed Growth ☐Resilient Infrastructure
BACKGROUND:
The City of Lake Elmo has received a Gold Leaf Award for participating in the Gold Leaf Program in 2025.
On 3/3/2026 Kristin Moroz, Director of the Green Steps Cities/Gold Leaf Programs with the MPCA gave a
presentation to refresh Council and residents about each of the programs. The City has received Step 5
recognition in the Green Steps program the previous two years. The Gold Leaf program was developed
to try to re-engage cities at level 5 to work toward new items.
PURPOSE:
This memo provides a sustainability update to inform the Commission of the ongoing work being
advanced across City departments. Over the past year, staff have been in the early stages of aligning
efforts, coordinating across teams, sharing updates, and establishing baseline metrics to better track
progress. Many sustainability-related achievements are occurring organically through existing programs
and activities. As tracking and reporting processes become more refined, staff will be able to present a
more comprehensive and data-driven picture of the City’s sustainability performance in the years ahead.
This update will encompass recent efforts and awards, grant tracking, and updates on ongoing
initiatives. This is for information only; no action is needed.
UPDATES:
2025/2026: GreenStep Cities Step 4&5
GreenStep Cities is a voluntary program by the MPCA that helps cities track sustainability measures. The
City of Lake Elmo has maintained its Step 5 recognition status in the GreenSteps Cities Program. To
maintain this designation, the City must report on all required metrics and improve in three or more
Step 5-eligible metrics. This step recognition is celebrated at the League of Minnesota Cities conference,
along with receiving an award block to commemorate the City’s achievement.
2025/2026: Gold Leaf Challenge
The Gold Leaf Challenge focuses on pathways for communities to take local climate action. Using the
GreenStep program resources, this new program aims to challenge, assist, and recognize efforts for
completing any new actions from 44 high-priority, high-impact climate actions under the categories of
climate mitigation, climate planning, climate adaptation, and community connectedness for Minnesota's
changing climate. The City was awarded two leaves in 2025. One leaf for developing a Green Team that
meets quarterly to provide updates on sustainability progress. The other leaf was received for working
with the Washington County Eastern Metro for collaborating on a Tree Stewards volunteer program.
This partnership is expected to continue in 2026. Staff would like to achieve at least two more leaves in
2026.
2025/2026: B3 Benchmarking
B3, which stands for Buildings, Benchmarks, and Beyond uses basic building and meter information to
summarize usage, costs, and carbon emissions in monthly and annual reports for public buildings. B3
can track energy, water and solid waste allowing for a wholistic view of a building's usage. The City has
worked toward maintaining B3 Benchmarking. Data comes from Xcel Energy. City staff has used B3 to
measure the energy performance of city infrastructure since 2024, and the data form part of the Green
Step reporting metrics. City staff will continue to explore ways to leverage the platform further.
Green Team Work Plan
Guided by The GreenStep Cities and Gold Leaf programs, the City’s Green Team is coordinating across
departments to identify and document efforts that are already happening as a part of day-to-day
operations. By organizing and tracking this work now, the team is building a better picture of existing
progress. This allows the team to set more focused and achievable goals and strengthen ongoing
initiatives moving forward.
2026: Climate Chapter in Imagine 2050 Comp Plan
Local governments are required to plan for climate change as part of their comprehensive plan. Doing so
reduces risks, supports adaptation, and builds a more just, equitable, and resilient region. Climate
change is both a threat and opportunity for our region. If we plan for climate change now, we can not
only thrive despite its impacts but can also create a more just, equitable, and climate resilient region.
The City of Lake Elmo will begin its work to meet the requirements of the Met Council in 2026 & 2027.
2025: Tree City USA Community
In 2025, the City of Lake Elmo is expected to receive Tree City USA status for the 20th year in a row. Tree
City USA is a program which recognizes the City for ongoing efforts related to expanding and
maintaining the tree canopy. Participation in Tree City USA requires the community to celebrate Arbor
Day annually with a proclamation and celebration. In 2025, the City of Lake Elmo distributed around 500
trees for free to city residents. The annual Arbor Day Tree Giveaway is free to all residents of Lake Elmo.
Tree Fund
In 2025, the City of Lake Elmo established a Tree Fund by ordinance to provide a dedicated fund for tree
replacement throughout the city. The primary funding sources will be from fee-in-lieu of tree
replacement, funds allocated by City Council, and individual and business donations.
•Boulevard Tree Program – Using the Tree Fund, the City of Lake Elmo has implemented a
Boulevard Tree Program. Boulevard trees are an essential part of the landscape, providing a
range of benefits to residents, including improved air quality, cleaner stormwater, and improved
mental health. The goal of the program is to provide street trees to residents who lack trees
within the right-of-way along their properties.
Washington County Recycling Grant
•2025: The City received funding for collaborating with Washington County on recycling efforts.
Projects for 2025 included purchasing and distributing recyclable totes, improving
communication efforts around waste reduction and promoting recycling educational materials.
The City also participated in an annual Pumpkin Collection put on by Washington County where
the City of Lake Elmo was reported to have the highest weight of pumpkins collected in the
County.
•2026: The City has applied for funding in 2026. If funding is received, the City will continue to
collaborate with the County on recycling efforts and projects. In 2026 the City plans to use
funding for new recycling bins at City Parks in addition to continuing to maintain and improve
communication efforts both digitally and by mailers. Staff are also exploring hosting a
recycling/fix-it clinic event in 2026.
Fuel Cloud
In 2024 the City implemented Fuel Cloud software at Public Works to provide tracking of fuel inventory.
This data has helped establish baseline metrics for GHG emissions from the City fleet.
Smart Salting – Primary Public Works winter maintenance staff are certified through the MPCA’s Smart
Level 1 training. Public Works leadership is exploring Level 2 training in the future.
East Metro Water Resource Education Program (EMWREP) - The City of Lake Elmo is part of the East
Metro Water Resource Education Program (EMWREP), which is a partnership of local units of
government to provide education about issues affecting local lakes, rivers, streams, and wetlands to
improve the health of our water resources. The City began partnering on the Tree Stewards Volunteer
Program with EMWREP and is looking to work together on their Water Stewards Volunteer Program in
the fall of 2026. Staff will continue to explore opportunities for education and collaboration with
EMWREP.
Water Rebate Program
The City of Lake Elmo, in partnership with the Metropolitan Council offers a rebate program for
purchases of eligible water-efficient products. The goal of the water efficiency grant program is to
improve municipal water use. This funding has enabled Lake Elmo to provide a rebate to current water
customers who replace existing devices with specified water-efficient products. Qualifying purchases are
eligible for a rebate on your water bill.
Water Brochure
In 2025 the City of Lake Elmo sent out a Water Report to Lake Elmo residents. The report included
information on watering restrictions which will help maintain water tower levels during the hottest
times of the year. The Report also included water conservation tips. The City plans to continue to send a
yearly report to residents each Spring.
Low-Input Grass Testing
To reduce water use and fertilizer, the University of Minnesota began researching various low-input
grass species in Lake Elmo, on a plot of land to redefine sustainable grass and its application in
Minnesota. The goal of this research is to improve conservation by developing drought-resistant grass
that requires less fertilizer and irrigation water, while still maintaining an attractive lawn appearance.
Re-Use/Redevelopment
The City encouraged re-use in the Request for Proposal for the Old Fire Station and Parks properties in
the City’s Old Village in 2025. The chosen project, opted to keep the retired Fire Station building as a
result of the process.
ACTION:
•No action needed
ATTACHMENTS:
•Green Team Work Plan
Green Team | 2026 Work Plan
Goal LEAVES Action Reporting & Recognition Criteria Project Timeline
CA5 - Resilient
Trees - Google
Docs
1 LEAF possible
(2026)
Resilient Trees: Plant and maintain at
least 2-3 climate resilient trees for each
public tree lost.
1 Leaf is awarded each year that you can
document an active effort to replace every tree
lost/removed with 2-3 resilient trees planted. This
should include ongoing efforts and not just one-
Tree Fund and
Boulevard Tree Program Winter 2026
1+ LEAF possible Water Brochure in 2025 Spring 2026
PW using drought
tolerant seeds Fall 2026
Water Rebate Program December
Implement a new
project in 2026 if there
is staff capacity
Winter 2026
CC8 - Tree
Steward
Community -
Google Docs
1 LEAF EARNED!
(2025)
1 LEAF possible
Tree Steward Community: Participate
in the Tree Steward Program
1 Leaf is awarded each year that you can
document an active volunteer tree planting and
maintenance program. This should include
ongoing efforts and not just one-off events
throughout the year You can receive a leaf each
Partner with Washington
Conservation District on
Tree Stewards Program
Summer/Fall 2026
CM4 - Resilient
Growth - Google
Docs
1-2 LEAVES possible
Resilient Growth: Document a project
that has newly developed an infill lot or
redeveloped an existing but
underutilized property using local/tribal
government- incentives or as the result
of a local/tribal policy.
1 Leaf is awarded per each new redevelopment
or infill project that is completed following the
adoption of a policy and/or incentive program.
Once one project is reported under one
policy/program under this action, it cannot be
used to achieve another Leaf (1 per lifetime of
RFP for Former Fire
Station and Parks
Building qualify as a
project we can report on
Fall 2026
Goal Action Criteria Next Steps Timeline
Use GS spreadsheet guidance AM to begin entering
data in Winter Spring 2026
Make improvements outlined in GS Guide (#5)AM to reach out to staff
to help gather data Summer/Fall 2026
Goal Action Questions Next Steps Timeline
WATER IMPACT
CHALLENGE Action #4 Research and explore best option for
participation in 2026 and beyond
2. Maintain Green Steps 4&5
Maintain Steps
4&5
3. Participate in Green Steps: Water Impact Challenge
Report metrics, track improvements,
refine goals
1. Work toward acheiving Gold Leaf Action Items & setting goals
CA7 - Drought
Tolerance - Google
Docs
Water Conservation/Drought
Tolerance: Newly implement a strategy
to minimize the impacts of drought
and/or recharge groundwater storage
with projects such as: incentives to use
water conserving fixtures, harvesting
rainwater, reusing water, restricting the
use of water for non-essential uses,
infiltrating stormwater, etc.
1 Leaf is awarded per each new project
completed at a site (once per lifetime of the
project). Multiple leaves can be awarded in one
year for separate projects.
A challenge, assistance & recognition program for taking more
sustainable actions
Kristin Mroz, GreenStep Cities & Tribal Nations Co-Director, Minnesota Pollution Control Agency
MN GreenStep Program
156 Communities
www.MNGreenStep.or
g
Lake Elmo GreenStep Status
Current Distribution of City’s
GreenStep Best Practice
Categories
Joined: May 2012
Status: Step 5
Total Best Practices (BPs)
Completed: 15
Total BP Actions Completed: 30
Lake Elmo’s GreenStep Cities page
Lake Elmo’s Assessment File
Lake Elmo’s Metric File
16%
27%
3%27%
27%
Buildings & Lighting
Land Use
Review
GreenStep Best
Practices
Set G
Use GreenSt
implementat
Implement and
Report and
Analyze Metrics
Step Cycle
5
Pass Resolution
Set Targets
Improve Targets
Best Practice Actions
6
29 Best Practices → 181 Possible Actions 5,650 actions
reported
The Steps
7
Taking the Next Steps
The primary purpose and benefit of Steps 4 and 5 is for participants to track and celebrate outcomes that best practice actions have had on your community over time.
Reporting Options for Step 4:•4A – Meet with GreenStep staff to select your sustainability targets•4B – Select & report your sustainability targets•4C – Report GreenStep-identified metrics
Reporting Options for Step 5:•5A – Improve your sustainability targets•5B – Report GreenStep-identified metrics•5C – Report new/improved Best Practice Actions•5D – Give a presentation•5E – Publish a story•5F – Survey residents about your targets•5G – Participate in a Minnesota action program GreenStep Step 4 & 5 Metrics
https://greenstep.pca.state.mn.us/page/steps-4-and
Lake Elmo, 2024 LMC
Conference
Program Structure
Open to all types of communities
To challenge, assist, and recognize efforts that lead to taking climate
action.
44 Gold Leaf Actions & Guides
High-impact, high-priority best practices across mitigation, adaptation,
planning, and community connectedness
Awards for current actions
Sorry, no past actions allowed. It’s all about moving forward!
Start with a Green Team
First and only action that is required
wwww.MNGgoldLeaf.org
Gold Leaf Challenge
Voluntary
Focused on high-impact climate actions
Open to many communities
No barriers to entry
Volume of actions rewarded
Targeted menu of options
Starts with a Green Team
Emphasizes new actions taken
GreenStep Communities
Voluntary
Defines “sustainability” broadly
Focused on cities and Tribal nations
City or Tribal Council resolution to join
Rewarded by Step community is on
Broad menu of options
No starting best practice
Rewards past and current planning and actions
44 GOLD LEAF ACTIONS
Lake Elmo’s 2025 Reported Actions
CC1 – Combined Green Team
•City staff "green team" meets quarterly to discuss ongoing projects related to
sustainability and gather and organize information to coordinate and align projects
across departments.
CC8 – Tree Steward Community
•Worked with County on Tree Steward Program and coordinated volunteers to
attend National Night Out events to engage with residents
Presentation Break
Sustainability/Green Team Update
City Council | 3/3/2026
Lake Elmo Green Team
•Guided by The GreenStep Cities and Gold Leaf programs
•Meet Quarterly
•Coordinate across departments to identify and document
ongoing and new efforts
•By organizing and tracking this work now, the team is
building a better picture of existing progress.
•This allows the team to set more focused and achievable
goals and strengthen ongoing initiatives moving forward.
Gold Leaf Challenge
Voluntary
Focused on high-impact climate actions
Open to many communities
No barriers to entry
Volume of actions rewarded
Targeted menu of options
Starts with a Green Team
Emphasizes new actions taken
GreenStep Communities
Voluntary
Defines “sustainability” broadly
Focused on cities and Tribal nations
City or Tribal Council resolution to join
Rewarded by Step community is on
Broad menu of options
No starting best practice
Rewards past and current planning and
actions
What is the team working on?
What is the team working on?
Work Plan
What is the team working on?
•Reporting sustainability metrics to Green Steps (every Winter/Spring)
•Categories include:
•Building and Lighting
•Transportation
•Land Use
•Environmental Management
•Economic and Community Development
•City Operations GHG Inventory (B3)
44 GOLD LEAF ACTIONS
Updates
Achieved and maintained Step 4 & Step 5 in Green
Steps program for the second year in a row
Awarded two gold leaves in 2025, goal to add more in
2026
B3 Benchmarking
Updates
•Implemented in 2024
•Tracks fuel inventory for City fleet
•Helped to establish baseline metrics for GHG emissions from City fleet
•In 2025 UMN began researching various low-input grass species in Lake Elmo
•Goal: to improve conservation by developing drought-resistant grass that requires less
fertilizer and irrigation water, while still maintaining an attractive lawn appearance.
•Tree Stewards, 2025 & 2026
•Water Stewards, Fall 2026
Smart Salting – MPCA Smart Level 1
Fuel Cloud
Low Input Grass Testing
East Metro Water Resource Education Program (EMWREP)
Updates
•The City of Lake Elmo, in partnership with the Metropolitan Council
offers a rebate program for purchases of eligible water-efficient
products.
2025 the City of Lake Elmo sent out a Water Report to Lake Elmo
residents.
Info on:
•Watering restrictions
•Water conservation tips
•2025 RFP encouraged re-use of Former City Fire Station
Water Rebate Program
Water Brochure/Report
Reuse/Redevelopment
Updates
Washington County Recycling Grant
•Improved communications efforts
•Website, newsletters, socials
•Helped promote North Environmental Center in Forest Lake
•Reusable totes
•Pumpkin Composting
•Applied for funding in 2026
•Continue to collaborate with county on recycling efforts and
projects
•New recycling bins at City Parks (5)
•Recycling events tbd
Updates
2025: Tree City USA Community
•2025 City is expected to receive Tree City USA status again
•Tree City USA is a program which recognizes the City for ongoing efforts
related to expanding and maintaining the tree canopy.
•City of Lake Elmo distributed ~500 trees at Arbor Day Tree Give Away
•2026 City is looking to receive Tree City Growth Award
Tree Fund
•2025 City established a Tree Fund
•dedicated fund for tree replacement throughout the city
•The primary funding sources will be from fee-in-lieu of tree replacement,
funds allocated by City Council, and individual and business donations.
Boulevard Tree Program
•2026 – Implemented a Boulevard Tree Program using the Tree Fund
•The goal of the program is to provide street trees to residents who lack trees
within the right-of-way along their properties
Updates
Local governments are required to plan for climate change as part of their comprehensive
plan. Doing so reduces risks, supports adaptation, and builds a more just, equitable, and
resilient region. Climate change is both a threat and opportunity for our region. If we plan
for climate change now, we can not only thrive despite its impacts but can also create a
more just, equitable, and climate resilient region. The City of Lake Elmo will begin its work
to meet the requirements of the Met Council in 2026 & 2027.
Climate Chapter in Imagine 2050 Comprehensive Plan
Updates
Lakeelmo.gov/sustainability
H:\LKELMN\0T6129641\1_Corres\A_Meetings\Trainings\2026\PC Training Staff Report.docx
MEMORANDUM
Meeting Date: March 9, 2026
To: Lake Elmo Planning Commission
From: Nathan Fuerst, AICP, Consulting Planner
Jenni Faulkner, Consulting Senior Planner
Subject: Planning Commission Training
Action Requested: Review the contents of this memo and come to the meeting prepared with any
questions.
Overview
The Planning Commission plays a key role in the governance of Lake Elmo. City community development
staff have held yearly trainings for the Planning Commission to help educate or refresh the commission
on its roles and responsibilities. Bolton and Menk staff have been asked to assist the City’s community
development department in this task.
Purpose
Commission members who are new (and even continuing members!) are well served by periodic
training. This is critical because a well-trained commission works more smoothly for the community,
members feel more fulfilled, and less risk is presented to the City as a result of land use decisions. It is
common practice to hold instruction for City Commissions and Councils on an annual basis. One way to
do this is with a League of Minnesota Cities training, which commissioners have been offered and can
complete at any time. In-person trainings are often most desired to facilitate a back-and-forth
discussion.
Content
This discussion will cover the basics of Community Planning, a discussion on the City’s zoning ordinance,
and information commonly referenced by Planning Commissions. An agenda is appended to this report.
Do you have a question or request for content? Please feel free to reach out to
Sophia Jensen, Senior Planner.
Next Steps
This is a training; no action is required by the Commission.
H:\LKELMN\0T6129641\1_Corres\A_Meetings\Trainings\2026\PC Traning Agenda City of Lake Elmo NF.docx
City of Lake Elmo
Planning Commission
Planning 101
March 9, 2026
AGENDA
1. Introductions
2. 2050 Comprehensive Planning Process
3. Planning Commission Best Practices
4. Open Discussion/Q & A
5. LMC Handbook for MN Cities, Chapter 13 – Comprehensive Planning, Land Use, and City-Owned
Land (handout)
6. Questions?
Other Resources:
• Current Developments Map – Link Here
• Imagine 2050 – Metropolitan Council Decennial Comprehensive Plan Update – Link Here
• LMC Planning Commissioner Training – Link Here