HomeMy WebLinkAbout9.b. Request by Mark Elliot Homes for the 26 Lot Final Plat of Harmony Villas 2nd Addition
EXECUTIVE SUMMARY
City Council Meeting Date: April 3, 2018
AGENDA ITEM: Request by Mark Elliot Homes for the 26 Lot
Final Plat of Harmony Villas 2nd Addition.
AGENDA SECTION:
New Business
PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO. 9.b.
ATTACHMENTS: Final Plat Resolution, Subdivision
Agreement, Location Map; Harmony Villas
2nd Addition Final Plat; Updated Harmony
Village Plans: Cover Sheet, Existing
Conditions (Prior to Phase 1), Site Plan,
Grading Plan, Storm Water Plan, Utility Plan,
Landscape Plan; City Engineer Memo
2/22/18;
APPROVED BY: LJM
RECOMMENDED ACTIONS: The Planning Commission and Staff recommend the City
Council adopt the following motions:
1) Motion to Adopt a Resolution Approving the Final Plat for Harmony Villas 2nd
Addition subject to conditions.
2) Motion to Approve the Subdivision Development Agreement for Harmony Villas 2nd
Addition and Authorizing the Mayor and City Clerk to enter into this Agreement.
SUMMARY
The City Council is being asked to consider a Final Plat request from Mark Elliot Homes for Harmony
Villas 2nd Addition to allow development of 26 single-family attached homes.
Applicant: Mark Elliot Homes (Mark Pasvogel)
Location: Outlot A Harmony Villas Addition
Gross Acres: 4.16 Acres
Met Council Net Acres: 4.16 Acres
Proposed Lots: 26 Lots
Gross Density: 6.25 Units/Acre
Net Density: 6.25 Units/Acre
Existing Comp Plan Designation: MDR – Low Density Residential
Existing Zoning: R3 PUD – Medium Density Residential/Planned Unit
Development
2
PLANNING COMMISSION REPORT
The Planning Commission reviewed the Final Plat request on February 27, 2018. The Commission generally,
discussed the timing of improvements between the two phases of the project, but did not express any
concerns with the final plat as presented. The Planning Commission voted unanimously to recommend
approval of the Final Plat with the conditions as recommended by Staff.
BACKGROUND
The applicant, Mark Elliot Homes, requests approval of a Final Plat for Harmony Villas 2nd Addition to
allow development of 26 single-family attached (townhouse) lots. The final plat is necessary to facilitate
subdivision of the subject property into individual residential lots. The Planning Commission previously
reviewed and approved an amendment to the Harmony Planned Unit Development to allow for the two and
four-unit townhouses within this subdivision in addition to a final plat for the first phase of the project. At
this time, the developer is now requesting final plat approval for the second phase. The overall development
plans for the site (including grading, storm water management, and utilities) have not changed from the
preliminary approval with one minor exception: three feet in length has been added to each of the garage
units. This change does not alter the plat or any of the approved plans, and staff finds that the resulting
design is consistent with the one documented in the previous PUD amendment.
Staff finds the application consistent with the Harmony Villas Addition Preliminary Plat that was approved
by the City Council on June 20, 2017 and recommends approval of this application subject to the conditions
within the recommended action.
ISSUE ANALYSIS
Legal Authority. This application is a Quasi-Judicial action. The final plat application is Quasi-Judicial
because the City has a set of standards and requirements for reviewing this type of application that is
described in detail below. Generally, if the final plat meets the ordinance requirements it must be
approved.
Streets & Access. All streets internal to the development will be private, with two entrances off of
Bronze Parkway. The easternmost access to Bronze Parkway was constructed with the first project phase,
and the western access point will be constructed with phase two. The streets primarily used for circulation
are designed to meet the City’s specifications for public roadways at 28 feet in width, while the streets only
providing access to individual units are somewhat narrower at 22 feet. The proposed street layout matches
the preliminary PUD plans and will provide for adequate maneuvering space for service vehicles, residents
and visitors to this neighborhood.
Final Plat. The City Council approved a simple plat for the entire Harmony Villas project on March 21,
2017; however, the developer later requested to split the project into two phases to better align with the
expected marketing and construction of the homes. The Council approved a final plat for the eastern 16
of the planned 42 lots at a meeting on June 20, 2017. The applicant has now submitted a request to plat
the western 26 lots that are associated with phase two. The site and construction plans submitted for the
overall project have been submitted in conjunction with the current request, and have been reviewed by
staff for consistency with the previous approvals.
3
Grading . The mass grading for this plat was completed with the grading for the original Harmony PUD
project. The final site grading will be completed following the installation of the private streets and public
utilities needed to serve the subdivision.
Streets and Urban Infrastructure . Although the streets internal to the development will be private, the
sanitary sewer and water lines servicing each of the individual homes will be public. The developer is
proposing to dedicate drainage and utility easements over all private roads to provide the City with the
required access it needs to maintain these lines. Staff is recommending a condition of approval that will
require the developer to enter into an agreement with the City concerning the installation of all public
infrastructure.
Parks and Open Space. The park dedication requirements for Harmony have been paid or been
achieved through land dedication. There are no new Park fees created by the request.
Engineering Comments. The Assistant City Engineer has reviewed the proposed Harmony Villas 2nd
Addition Final Plat and the plans for the entire Harmony Villas Addition Preliminary Plat and has a few
minor concerns. Comments regarding this application are detailed in the attached memo dated February
22, 2018.
CONCLUSION & RECOMMENDATION
The Planning Commission and staff recommend approval of the Final Plat for Harmony Villas Addition
creating 26 single family lots. This recommendation is based on the information submitted by the applicant,
findings made in this report and the conditions detailed in the attached memorandums.
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2018 -
A RESOLUTION APPROVING THE FINAL PLAT
FOR HARMONY VILLAS 2ND ADDITION
WHEREAS, Mark Elliot Homes, 17850 Kenwood Trail, Lakeville, MN (Applicant) has submitted an
application to the City of Rosemount (City) for a Final Plat concerning property legally described as follows:
Outlot A, HARMONY VILLAS, according to the recorded plat thereof, Dakota County, Minnesota
WHEREAS, on February 27, 2018, the Planning Commission of the City of Rosemount reviewed the Final
Plat for Harmony Villas 2nd Addition; and
WHEREAS, on February 27, 2018, the Planning Commission recommended approval of the Final Plat for
Harmony Villas 2nd Addition, subject to conditions; and
WHEREAS, on April 3, 2018, the City Council of the City of Rosemount reviewed the Planning
Commission’s recommendations and the Final Plat for Harmony Villas 2nd Addition.
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby
approves the Final Plat for Harmony Villas 2nd Addition, subject to the following conditions:
1) Dedication of standard drainage and utility easements
2) Execution of a Subdivision Agreement.
3) Compliance with the conditions and standards within the City Engineer’s Memorandum dated
February 22, 2018.
ADOPTED this 3rd day of April 2018, by the City Council of the City of Rosemount.
__________________________________________
William H. Droste, Mayor
ATTEST:
___________________________________
Erin Fasbender, City Clerk
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 1 of 11
SUBDIVISION AGREEMENT
Harmony Villas 2nd
AGREEMENT dated this ________ day of ________________________, 2018, by and between the
CITY OF ROSEMOUNT, a Minnesota municipal corporation, (the "City"), and MARK ELLIOT HOMES LLC, a
Minnesota limited liability company (the "Developer").
1. Request for Plat Approval. The Developer has asked the City to approve the subdivision of land
and a plat of land to be known as Harmony Villas 2, which land is legally described on ATTACHMENT
ONE, attached hereto and hereby made a part hereof (hereinafter referred to as the “subject
property”).
2. Conditions of Plat Approval. The City has approved the subdivision and the plat on the following
conditions:
a. Dedication of standard drainage and utility easements.
b. Compliance with the conditions and standards within the City Engineer’s Memorandum dated
February 22, 2018.
c. Approval and execution of a subdivision agreement.
3. Phased Development. The City may refuse to approve final plats of subsequent additions of the
plat if the Developer has breached this Agreement and the breach has not been remedied.
Development of subsequent phases may not proceed until Subdivision Agreements for such phases
are approved by the City.
4. Effect of Subdivision Approval. For two (2) years from the date of this Agreement, no
amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current
urban service area, or official controls shall apply to or affect the use, development density, lot size,
lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the
contrary, to the full extent permitted by state law, the City may require compliance with any
amendments to the City's Comprehensive Guide Plan, official controls, platting or dedication
requirements enacted after the date of this Agreement.
5. Development Plans. The subject property shall be developed in accordance with the following
plans, specifications and contract documents, original copies of which are on file with the City
Engineer. The plans and contract documents may be prepared, subject to City approval, after
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 2 of 11
entering this Agreement, but before commencement of any work on the Subject Property. If the
plans vary from the written terms of this Agreement, the written terms shall control. The plans are:
Plan A - Plat
Plan B - Soil Erosion Control Plan and Schedule
Plan C - Drainage and Storm Water Runoff Plan
Plan D - Plans and Specifications for Public and Private Improvements
Plan E - Grading Plan and House Pad Elevations
Plan F - Street Lights
Plan G - Landscape Improvements
All Improvements, including Developer Improvements and City-Installed Public Infrastructure
Improvements (if any) that lie within the public right-of-way or easements and are improvements
listed in Minnesota Statutes, Section 429.021 (hereinafter the Improvements) will be designed by the
Developer at the Developer’s expense, and approved by the City Engineer. The Developer will
prepare plans and specifications for the Improvements and will perform all construction
administration for the Improvements, all at Developer expense. Construction administration
includes but is not limited to documentation, as-builts, surveying, field staking, and testing. The City
Engineer will perform inspection services at Developer’s expense.
6. Installation by Developer. The Developer shall install or cause to be installed and pay for the
following, hereinafter referred to as the “Developer Improvements”:
A. Surveying and staking
B. Surface improvements (paved streets, sidewalks, trails, etc.)
C. Water main improvements
D. Sanitary sewer improvements
E. Storm sewer improvements
F. Setting of lot and block monuments
G. Gas, electric, telephone, and cable lines
H. Site grading
I. Landscaping
J. Streetlights
K. Other items as necessary to complete the development as stipulated herein or in other
agreements
7. Time of Performance. The Developer shall install all required improvements enumerated in
Paragraph 6 that will serve the subject property by November 30, 2018, subject to delays due to
inclement weather, casualty, labor strikes, material shortages, or other force majeure not within the
Developer’s reasonable control. The Developer may, however, request an extension of time from the
City. If an extension is granted, it shall be conditioned upon updating the security posted by the
Developer to reflect cost increases and the extended completion date.
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 3 of 11
8. City-Installed Public Infrastructure. The following improvements, hereinafter referred to as “City-
Installed Public Infrastructure Improvements” (known as City Project 2018-12), shall be designed,
inspected, surveyed and administered by the City, and installed in the Subject Property at Developer
expense by a Contractor selected by the City through the public bidding process:
A. None
9. [This Section Intentionally Left Blank]
10. Security for Developer Improvements. To guarantee compliance with the terms of this Agreement,
payment of the costs of all Developer Improvements, and construction of all Developer
Improvements (as noted in Paragraph 6), the Developer shall furnish the City with a cash deposit or
irrevocable letter of credit from a local bank (“security”) in the amount of Six Hundred Twenty-One
Thousand, Ninety-Four Dollars ($621,094). The amount of the security was calculated as follows:
Private Improvements Cost 110%
Grading & Erosion Control $25,000 $27,500
Survey Monumentation $13,000 $14,300
Landscaping (82 trees) $24,600 $27,060
Street Lighting (5 lights) $20,000 $22,000
Surface Improvements $211,032 $232,135
Public Improvements Cost 125%
Water Main Improvements $120,278 $150,348
Sanitary Sewer Improvements $86,857 $108,571
Storm Sewer Improvements $31,343 $39,179
Total $532,111 $621,094
Refer to Exhibit A and Exhibit B for an explanation of each item.
The bank and form of the letter of credit or other security shall be subject to the approval of the City
Administrator. The letter of credit shall be automatically renewable until the City releases the
developer from responsibility. The letter of credit shall secure compliance with the terms of this
Agreement and all obligations of the Developer under it. The City may, without notice to the
Developer, draw on the letter of credit in order to ensure completion of the obligations under this
Agreement if the City receives notice that the letter of credit will expire or not be renewed and no
substitute letter of credit has been provided by the Developer. In the event of a default under this
Subdivision Agreement by the Developer, the City shall furnish the Developer with written notice by
certified mail of Developers default(s) under the terms of this Subdivision Agreement. If the
Developer does not remove said default(s) within two (2) weeks of receiving notice, the City may draw
on the letter of credit. Upon request by the Developer, the City will reduce the letter of credit subject
to evaluation of the City’s maximum risk exposure, satisfaction of all of Developer’s financial
obligations to the City, and final approval by the City Engineer. It is the intention of the parties that
the City at all times have available to it a Letter of Credit in an amount adequate to ensure completion
of all elements of the Subdivision Improvements and other obligations of the Developer under this
Agreement. To that end and notwithstanding anything herein to the contrary, all requests by the
Developer for a reduction or release of the Letter of Credit shall be evaluated by the City in light of
that principle.
11. Grading Plan/Site Grading. Site grading shall be completed by the Developer at its cost and
approved by the City Engineer. The completion of grading activities will need to be coordinated by
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 4 of 11
the City in conjunction with the installation of utilities. Developer shall furnish the City Engineer
satisfactory proof of payment for the site grading work and shall submit a certificate of survey of the
development to the City as the site grading is completed by phase, with street and lot grades. If the
installation of utilities by the City is occurring simultaneously with the grading, the utility contractor
shall have preference over the grading activities. No substantial grading activities can be completed
over installed utilities unless otherwise protected. All improvements to the lots and the final grading
shall comply with the grading plan as submitted and shall be the responsibility of the Developer.
12. License. The Developer hereby grants the City, its agents, employees, officers and contractors a
license to enter the Subject Property to perform all work and inspections deemed appropriate by the
City. Such license shall terminate as to all residential lots within the subject property upon acceptance
by the City of the public infrastructure improvements.
13. Erosion Control. Prior to site grading, and before any utility construction is commenced or building
permits are issued, the erosion control plan, Plan B, shall be implemented, inspected and approved by
the City. All areas disturbed by the excavation and backfilling operations shall be reseeded within 72
hours after the completion of the work in that area. Except as otherwise provided in the erosion
control plan, seed shall be rye grass or other fast-growing seed suitable to the existing soil to provide a
temporary ground cover as rapidly as possible. All seeded areas shall be mulched and disc-anchored as
necessary for seed retention.
All basement and/or foundation excavation spoil piles shall be kept completely off City right-of-way
and shall be completely surrounded with an approved erosion control silt fence. Approved erosion
control fencing shall be installed around the perimeter of each lot or at City-approved locations at the
time of building permit issuance and remain in place until the lot is seeded or sodded. A 20-foot
opening will be allowed on each lot for construction deliveries.
The parties recognize that time is critical in controlling erosion. If development does not comply with
the erosion control plan and schedule, or supplementary instructions received from the City, the City
may take such action as it deems appropriate to control erosion. This right also applies to the required
erosion control for basement and/or foundation excavation spoil piles. The City will attempt to
notify the Developer in advance of any proposed action, but failure of the City to do so will not affect
the Developer’s or City’s rights or obligations hereunder. If the Developer does not reimburse the
City for any cost the City incurred for such work within thirty (30) days, the City may draw down the
letter of credit to pay any costs. No development will be allowed, and no building permits will be
issued unless the Subject Property is in full compliance with the erosion control requirements.
14. Planting and Seeding. Landscaping shall be in accordance with Landscape Plans approved by the
City Planner.
15. Clean up. The Developer shall clean streets of dirt and debris that has resulted from construction
work by the Developer, its agents or assignees. The City will inspect the site on a weekly basis and
determine whether it is necessary to take additional measures to clean dirt and debris from the streets.
After a 24-hour verbal notice to the Developer, the City will complete or contract to complete the
clean-up at the Developer’s expense in accordance with the procedures specified in Paragraph 13. The
Developer shall inspect and, if necessary, clean all catch basins, sumps, and ponding areas of
erosion/siltation and restore to the original condition at the end of home construction within this
development. All silt fence and other erosion control should be removed following the establishment
of turf. These items are to be secured through the letter of credit as is noted in Exhibit A.
16. Ownership of Improvements. Upon completion and City acceptance of the work and construction
required by this Agreement, the Public Improvements lying within public rights-of-way and easements
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 5 of 11
shall become City property without further notice or action unless the improvements are specifically
identified herein as private infrastructure. Sanitary sewer, storm sewer and water main are Public
Improvements. All other improvements are Private Improvements.
17. Warranty. The Developer warrants all work required to be performed by it against poor material and
faulty workmanship for a period of two (2) years after its completion and acceptance by the City.
All trees, grass and sod shall be warranted to be alive, of good quality and disease free for twenty-
four (24) months after planting.
18. Responsibility for Costs.
A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City
in conjunction with the development of the Subject Property including, but not limited to, Soil
and Water Conservation District charges, legal, planning, engineering and inspection expenses
incurred in connection with approval and acceptance of the subdivision and the plat, the
preparation of this Agreement and any amendments hereto, and all costs and expenses incurred
by the City in monitoring and inspecting the development of the Subject Property.
B. The Developer shall hold the City and its officers and employees harmless from claims made by
itself and third parties for damages sustained or costs incurred resulting from plat or subdivision
approval and development of the Subject Property, except for any costs or expenses arising
from the negligence or other wrongful acts or omissions of the City, it’s agents, employees or
contractors. The Developer shall indemnify the City and its officers and employees for all costs,
damages or expenses that the City may pay or incur in consequence of such claims, including
attorney’s fees.
C. The Developer shall reimburse the City for costs incurred in the preparation and enforcement of
this Agreement, including engineering and attorney’s fees. Upon request, the City shall provide
invoices, in reasonable detail, as to any such fees. The estimated City fees of $58,511 shall be
deposited with the City at the time this Agreement is signed, and represent the following
amounts:
$10,000 Engineering Review Fees (estimate – to be used to reimburse the City for
actual review expenses)
$22,476 Construction Monitoring Fees (estimate – 5% of construction costs – to
be used to reimburse the City for actual construction monitoring expenses)
$2,000 Attorney Fees (estimate – to be used to reimburse the City for actual legal
expenses)
$22,476 5% City Fees (non-refundable – based on estimate of construction costs
of $412,400)
$1,560 GIS Fees (non -refundable)
$58,511 Total Amount Due
If the actual City fees exceed this estimate, the Developer shall pay the additional costs to the
City within ten (10) days of the request. If actual City fees are lower than this estimate, any
surplus funds will be returned to the developer when the project fund is reconciled and closed.
D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under
this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City
may halt development work and construction including, but not limited to, the issuance of
building permits for lots that the Developer may or may not have sold, until the bills are paid in
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 6 of 11
full. Bills not paid within thirty (30) days shall accrue interest at the rate of nine percent (9%)
per year.
E. The Developer shall pay all energy costs for street lights installed within the Subject Property
incurred prior to the creation of a common interest community by recording a declaration against
the Subject Property in the Office of the Dakota County Recorder or Registrar of Titles. After
the creation of a common interest community, the association formed to govern the common
interest community shall pay all energy costs for street lights installed within the Subject Property.
19. The Developer agrees to pay fees, charges and assessments set forth in this Section prior to, or at the
time of execution of any plat by the City:
A. Park dedication fees in the amount of $0
B. Storm Sewer Trunk Area Charges in the amount of $28,558
C. Sanitary Sewer Trunk Area Charges in the amount of $4,472
D. Watermain Trunk Area Charges in the amount of $27,040
Or other amounts for such fees as in effect at the time of plat approval.
20. The Developer understands that builders will be required to pay for the Subject Property fees, charges
and assessments in effect at the time of issuance of building permits. The rates for each of these items
will be set according to the current rate structure at the time the building permit is received. The fees,
charges, and assessments in effect as of the date of this agreement are:
A. Metropolitan Council Environmental Services Availability Charges per SAC unit (current rate is
$2,485).
B. Storm Sewer Connection Charges per single family unit and per multiple family unit (single
family currently at $770; multi-family currently at $290 per housing unit).
C. Sanitary Sewer Availability Charges per SAC unit (currently at $1,200/SAC unit).
D. Water Availability Charges per SAC unit (currently at $2,400/SAC unit for single family
residential and multi-family residential).
No building permit will be issued until all building permit fees related to such permit are paid in full.
No early building permits will be issued.
21. Occupancy Permits. No occupancy permits shall be issued until:
A. The site grading is completed and approved by the City.
B. All utilities are tested, approved by the City Engineer, and in service.
C. All curbing is installed and backfilled.
D. The first lift of bituminous is in place and approved by the City.
The Developer, in executing this Agreement, assumes all liability and costs for damage or delays
incurred by the City in the construction of the Improvements caused by the Developer, its employees,
contractors, subcontractors, material men or agents. No occupancy permits shall be issued until the
streets and utilities referred to in paragraph 6 are installed and approved by the City (excluding the
final wear course of bituminous), unless otherwise authorized in writing by the City Engineer.
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 7 of 11
22. Record Drawings. At project completion, Developer shall submit record drawings of all public and
private infrastructure improvements in accordance with the City’s Engineering Guidelines. No
securities will be fully released until all record drawings have been submitted and accepted by the City
Engineer.
23. Developer’s Default. In the event of default by the Developer as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer is first
given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for
the City to act, and it shall not be necessary for the City to seek a court order for permission to enter
the land. When the City does any such work, the City may, in addition to its other remedies, draw on
the letter of credit or other security described in section 10, or levy the cost in whole or in part as a
special assessment against the Subject Property. Developer waives its rights to notice of hearing and
hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes,
Section 429.081.
24. Miscellaneous.
A. The Developer represents to the City that the development of the Subject Property, the
subdivision and the plat comply with all city, county, metropolitan, state and federal laws and
regulations including, but not limited to: subdivision ordinances, zoning ordinances and
environmental regulations. If the City determines that the subdivision, or the plat, or the
development of the Subject Property does not comply, the City may, at its option, refuse to
allow construction or development work on the Subject Property until the Developer does
comply. Upon the City’s demand, the Developer shall cease work until there is compliance.
B. Third parties shall have no recourse against the City under this Agreement.
C. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building
permits, including lots sold to third parties.
D. If any portion, section, subsection, sentence, clause, paragraph or phase of this Agreement is for
any reason held invalid, such decision shall not affect the validity of the remaining portion of
this Agreement.
E. If building permits are issued prior to the completion and acceptance of the Public
Improvements, the Developer assumes all liability and costs resulting from delays in
completion of the Public Improvements and damage to the Public Improvements caused by
the City, the Developer, its contractors, subcontractors, material men, employees, agents or
third parties.
F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions
of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the
parties and approved by written resolution of the City Council. The City’s failure to promptly
take legal action to enforce this Agreement shall not be a waiver or release.
G. This Agreement shall run with the land and may be recorded against the title to the subject
property. The Developer shall take such steps, including execution of amendments to this
Agreement, as are necessary to effect the recording hereof. After the Developer has completed
the work required of it under this Agreement, at the Developer’s request, the City will execute
and deliver to the Developer a release.
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 8 of 11
H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to
every other right, power or remedy, express or implied, now or hereafter arising, available to the
City, at law or in equity, or under any other agreement, and each and every right, power and
remedy herein set forth or otherwise so existing may be exercised from time to time as often and
in such order as may be deemed expedient by the City and shall not be a waiver of the right to
exercise at any time thereafter any other right, power or remedy.
I. The Developer may not assign this Agreement without the written permission of the City
Council.
25. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to
the Developer, its employees or agents, or mailed to the Developer by registered mail at the following
address:
Mark Pasvogel
Mark Elliot Homes
7741 147th Street West
Apple Valley, MN 55124
952-392-9227
mark@markelliothomes.com
Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or
mailed to the City by registered mail in care of the City Administrator at the following address:
City Administrator
Rosemount City Hall
2875 145th Street West
Rosemount, Minnesota 55068
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 9 of 11
IN WITNESS WHEREOF, the parties have hereunto set their hands the day and year first above
written.
CITY OF ROSEMOUNT
BY:
William H. Droste, Mayor
BY:
Erin Fasbender, City Clerk
STATE OF MINNESOTA )
) SS
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this day of _____________________, 2018,
by William H. Droste, Mayor, and Erin Fasbender, City Clerk, of the City of Rosemount, a Minnesota
municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City
Council.
Notary Public
MARK ELLIOT HOMES
BY:
Its
STATE OF MINNESOTA )
) SS
COUNTY OF _____________)
The foregoing instrument was acknowledged before me this _______ day of _______________________,
2018 by , the _______________________________ of Mark Elliot
Homes LLC, a Minnesota limited liability company, on behalf of said limited liability company.
Notary Public
Drafted By:
City of Rosemount
2875 145th Street West
Rosemount, MN 55068
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 10 of 11
EXHIBIT A
The following clarifies the various portions of the letter of credit for Developer Improvements that are
outlined in the Subdivision Agreement:
Grading & Erosion Control – A restoration and erosion control bond to ensure re-vegetation and erosion
control ($3,500/acre). Note: The minimum surety amount is set at $25,000.
Survey Monumentation – An amount equal to 110% of the cost to monument all lots within the
development.
Landscaping – An amount equal to 110% of the cost to complete the minimum required landscaping. If
additional landscaping is planned, a surety for that cost is not required.
Retaining Walls – An amount equal to 110% of the cost to complete the retaining wall construction.
Street Lighting – An amount equal to 110% of the cost to complete the minimum required lighting. If
additional lighting is planned, a surety for that cost is not required ($4,000 per light has been used to
calculate this cost).
Surface Improvements – In accordance with the final development plans for Harmony Villas 2nd approved
by the City.
Water Main Improvements – In accordance with the final development plans for Harmony Villas 2nd
approved by the City.
Sanitary Sewer Improvements – In accordance with the final development plans for Harmony Villas 2nd
approved by the City.
Storm Sewer Improvements – In accordance with the final development plans for Harmony Villas 2nd
approved by the City.
Harmony Villas 2
EXHIBIT B (Page 1 of 2)
No.Item Cost 110%Calculation
1 Grading and Erosion Control 25,000$ 27,500$ $3500/ac x 4.16 Minimum $25,000
2 Pond Restoration and Erosion Control Removal -$ -$ N/A
3 Survey Monumentation 13,000$ 14,300$ $500/lot x 26 lots
4 Retaining Wall -$ -$ N/A
5 Landscaping 24,600$ 27,060$ Per City Planner, 82 trees x $300
6 Street Lights 20,000$ 22,000$ 5 lights x $4000/light
7 Buffer Monumentation -$ -$ N/A
8 Surface Improvements 211,032$ 232,135$ 110%
9 Water Main Improvements 120,278$ 150,348$ 125%
10 Sanitary Sewer Improvements 86,857$ 108,571$ 125%
11 Storm Sewer Improvements 31,343$ 39,179$ 125%
Total 532,111$ 621,094$
No.Item Cost
Estimated Construction Cost 449,511$
1 Engineering Review Fees 10,000$
2 Construction Monitoring Fees 22,476$
3 Attorney Fees 2,000$
4 5% City Administrative Fees 22,476$
5 Street Light Energy Cost -$
6 GIS Fees 1,560$
7 Trail Fog Seal -$
8 Seal Coating -$
Total 58,511$
No.Item Cost
1 Storm Sewer Trunk Charge 28,558$
2 Sanitary Sewer Trunk Charge 4,472$
3 Water Trunk Charge 27,040$
4 Stormwater Ponding Fee -$
Total 60,070$
No.Item Cost
1 Park Dedication -$
Total -$
Estimate
5% of Estimated Construction Cost
Developer responsible for ongoing electricity and maintenance
$60/unit x 26 units, or $120/acre
N/A
5% of Estimated Construction Cost
Letter of Credit for Developer Improvements (due with signed agreement)
City Fees (due with signed agreement)
Calculation
City Engineer Estimation
City Engineer Estimation
$6500/acre x 4.16 acres
Developer responsible for sealcoating
Development Fees (due before signed plat is released)
None, per Parks & Recreation Director
Development Fees (due with signed agreement)
Calculation
Calculation
$6865/net developable acre 4.16 acres
$1075/acre x 4.16 acres
N/A
Block Lots Units Block Lot Units SQ FT Acres
1 26 26 1 1 1 3330.000 0.076
1 2 1 3330.000 0.076
1 3 1 3330.000 0.076
1 4 1 3330.000 0.076
1 5 1 3330.000 0.076
1 6 1 3330.000 0.076
1 7 1 3330.000 0.076
Total 26 26 1 8 1 3330.000 0.076
1 9 1 3330.000 0.076
Total Plat Area =4.16 acres 1 10 1 3330.000 0.076
Total Park Area 0.00 acres 1 11 1 3330.000 0.076
Future Plat Area =0.00 acres 1 12 1 3330.000 0.076
Developable Area =4.16 acres *1 13 1 2436.000 0.056
Ponding to HWL = 0.00 acres 1 14 1 2436.000 0.056
Net Developable Area =4.16 acres 1 15 1 2436.000 0.056
1 16 1 2436.000 0.056
* Excludes future plat and park areas 1 17 1 2436.000 0.056
1 18 1 2436.000 0.056
1 19 1 2436.000 0.056
1 20 1 2436.000 0.056
1 21 1 2436.000 0.056
1 22 1 2436.000 0.056
1 23 1 3330.000 0.076
1 24 1 3330.000 0.076
1 25 1 3330.000 0.076
1 26 1 3330.000 0.076
1 27 103754.000 2.382
Total Boundary 181394.000 4.164
Harmony Villas 2
EXHIBIT B (Page 2 of 2)
Totals
Harmony Villas 2nd
April / 2018
G:\ENGPROJ\2018-12 Harmony Villas 2\Subdivisionagreement 2018-12.docx Page 11 of 11
ATTACHMENT ONE
Harmony Villas 2nd
Final Plat
LOUCKS
KNOW ALL PERSONS BY THESE PRESENTS: That Mark Elliot Homes, LLC, a Minnesota limited liability company, owner of the following described property situated in
the County of Dakota, State of Minnesota, to wit:
Outlot A, HARMONY VILLAS, according to the recorded plat thereof, Dakota County, Minnesota.
Has caused the same to be surveyed and platted as HARMONY VILLAS 2ND ADDITION and does hereby dedicate to the public for public use the drainage and utility
easement as created by this plat.
In witness whereof said Mark Elliot Homes, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ______ day of
__________________, 20____.
MARK ELLIOT HOMES, LLC
Signed: _______________________________________________
By: _______________________________________________, as _________________________
STATE OF MINNESOTA
COUNTY OF _________________________
The foregoing instrument was acknowledged before me on this ______ day of __________________, 20____, by _____________________________________, as
_________________________, of Mark Elliot Homes, LLC, a Minnesota limited liability company, on behalf of the company.
_______________________________________________________________________________________
Notary Public, ____________________ County, Minnesota Notary Printed Name
My Commission Expires January 31, 20____
I, Max L. Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of
Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments
depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd.
3, existing as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat.
Dated this ______ day of __________________, 20____.
_______________________________________________
Max L. Stanislowski, Licensed Land Surveyor,
Minnesota License No. 48988
STATE OF MINNESOTA
COUNTY OF ____________________
The foregoing instrument was acknowledged before me on this ______ day of __________________, 20____, by Max L. Stanislowski, a Licensed Land Surveyor.
_______________________________________________________________________________________
Notary Public, ____________________ County, Minnesota Notary Printed Name
My Commission Expires _________________________
CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, MINNESOTA
Approved by the Planning Commission of the City of Rosemount, Minnesota this ______ day of __________________, 20____.
By _____________________________________, Chair
CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA
This plat was approved by the City Council of the City of Rosemount, Minnesota, this ______ day of __________________, 20____, and hereby certifies compliance with all
requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By _____________________________________, Mayor By _____________________________________, Clerk
COUNTY SURVEYOR, Dakota County, Minnesota
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of __________________,
20____.
By _____________________________________, Dakota County Surveyor
Todd B. Tollefson
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, Dakota County, Minnesota
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land
hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer has been entered on this
______ day of __________________, 20____.
By _____________________________________, Department of Property Taxation and Records By _____________________________________,
Deputy
COUNTY RECORDER, County of Dakota, State of Minnesota
I hereby certify that this plat of HARMONY VILLAS 2ND ADDITION, was filed in the Office of the County Recorder for public record on this ______ day of
__________________, 20____, at ______ o'clock ____ .M. and was duly filed in Book ____________ of Plats, Page ______, as Document Number ________________________.
By _____________________________________, County Recorder By _____________________________________, Deputy
VICINITY MAP
S.E.1/4N.E.1/4S.W.1/4
N.W.1/4
N
N
SCALE IN FEET
0 40
SITE
HARMONY VILLAS
Property Information
Febru ary 14, 2017
0 450 900225 ft
0 130 26065 m
1:4,800
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification.
LOUCKS
KNOW ALL PERSONS BY THESE PRESENTS: That Mark Elliot Homes, LLC, a Minnesota limited liability company, owner of the following described property situated in
the County of Dakota, State of Minnesota, to wit:
Outlot A, HARMONY VILLAS, according to the recorded plat thereof, Dakota County, Minnesota.
Has caused the same to be surveyed and platted as HARMONY VILLAS 2ND ADDITION and does hereby dedicate to the public for public use the drainage and utility
easement as created by this plat.
In witness whereof said Mark Elliot Homes, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ______ day of
__________________, 20____.
MARK ELLIOT HOMES, LLC
Signed: _______________________________________________
By: _______________________________________________, as _________________________
STATE OF MINNESOTA
COUNTY OF _________________________
The foregoing instrument was acknowledged before me on this ______ day of __________________, 20____, by _____________________________________, as
_________________________, of Mark Elliot Homes, LLC, a Minnesota limited liability company, on behalf of the company.
_______________________________________________________________________________________
Notary Public, ____________________ County, Minnesota Notary Printed Name
My Commission Expires January 31, 20____
I, Max L. Stanislowski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of
Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments
depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd.
3, existing as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat.
Dated this ______ day of __________________, 20____.
_______________________________________________
Max L. Stanislowski, Licensed Land Surveyor,
Minnesota License No. 48988
STATE OF MINNESOTA
COUNTY OF ____________________
The foregoing instrument was acknowledged before me on this ______ day of __________________, 20____, by Max L. Stanislowski, a Licensed Land Surveyor.
_______________________________________________________________________________________
Notary Public, ____________________ County, Minnesota Notary Printed Name
My Commission Expires _________________________
CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, MINNESOTA
Approved by the Planning Commission of the City of Rosemount, Minnesota this ______ day of __________________, 20____.
By _____________________________________, Chair
CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA
This plat was approved by the City Council of the City of Rosemount, Minnesota, this ______ day of __________________, 20____, and hereby certifies compliance with all
requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
By _____________________________________, Mayor By _____________________________________, Clerk
COUNTY SURVEYOR, Dakota County, Minnesota
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of __________________,
20____.
By _____________________________________, Dakota County Surveyor
Todd B. Tollefson
DEPARTMENT OF PROPERTY TAXATION AND RECORDS, Dakota County, Minnesota
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land
hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer has been entered on this
______ day of __________________, 20____.
By _____________________________________, Department of Property Taxation and Records By _____________________________________,
Deputy
COUNTY RECORDER, County of Dakota, State of Minnesota
I hereby certify that this plat of HARMONY VILLAS 2ND ADDITION, was filed in the Office of the County Recorder for public record on this ______ day of
__________________, 20____, at ______ o'clock ____ .M. and was duly filed in Book ____________ of Plats, Page ______, as Document Number ________________________.
By _____________________________________, County Recorder By _____________________________________, Deputy
VICINITY MAP
S.E.1/4N.E.1/4S.W.1/4
N.W.1/4
N
N
SCALE IN FEET
0 40
SITE
LOUCKS
W:\2016\16430\CADD DATA\CIVIL\_dwg Sheet Files\C16430 C0-1 Cover SheetPlotted: 01 /09 / 2018 1:53 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.16430
TWM
ZHW/GAJ
TWM
01/11/18
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
09/06/17 STMH 112 Addition
01/11/18 Phase 2
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
Gopher State One Call
LANDSCAPE/TREE PRESERVATION PLANL1-1
CONSTRUCTION PLANS FOR:
LOUCKS ASSOCIATES
7200 HEMLOCK LANE
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002
OWNER.
3
ROSEMOUNT, MINNESOTA
SWPPP PLANC3-2
SANITARY SEWER & WATERMAIN PLAN & PROFILE
STORM SEWER PLAN & PROFILE
DETAILS
OVERALL UTILITY PLAN
DETAILS
C8-2
C4-1
C4-2
C5-1
C8-1
LOCATION
PROPOSED SITE
GRADING PLAN
EXISTING CONDITIONS
SHEET INDEX
C0-1 COVER SHEET
SITE PLAN
C1-1
C2-1
C3-1
STORM SEWER & STREET CONSTRUCTION
VICINITY MAP
SITE, GRADING, SANITARY SEWER, WATERMAIN,
HARMONY VILLAS
APPROVED
ROSEMOUNT CITY ENGINEER
JOHN MORAST, P.E. DATE:
MAPLE GROVE, MINNESOTA 55369
DESIGN CONSULTANTS
DEVELOPER
CIVIL ENGINEER
LAKEVILLE, MN 55044
17850 KENWOOD TRAIL
MARK ELLIOT HOMES
SUITE 300
FAX: 763-424-5822
TEL: 763-424-5505
TEL: 612-226-5060
TODD MCLOUTH
MARK PASVOGEL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE
WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
WARNING:
AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND
7
C3-3 SWPPP NOTES
LANDSCAPE DETAILSL2-1
STORM SEWER PLAN & PROFILEC5-2
STREET PLAN & PROFILEC6-1
STREET PLAN & PROFILEC6-2
COVER SHEET
C0-1
SANITARY SEWER & WATERMAIN PLAN & PROFILEC4-3
SANITARY SEWER & WATERMAIN PLAN & PROFILEC4-4
SANITARY SEWER & WATERMAIN PLAN & PROFILEC4-5
SANITARY SEWER & WATERMAIN PLAN & PROFILEC4-6
STREET PLAN & PROFILEC6-3
STREET PLAN & PROFILEC6-4
STREET PLAN & PROFILEC6-5
LOUCKS
W:\2016\16430\CADD DATA\CIVIL\_dwg Sheet Files\C16430 C1-1 Existing ConditionsPlotted: 01 /09 / 2018 1:53 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.16430
TWM
ZHW/GAJ
TWM
01/11/18
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
09/06/17 STMH 112 Addition
01/11/18 Phase 2
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
EXISTING CONDITIONS
N EXISTING
CONDITIONS
C1-1
SURVEY LEGEND
SPOT ELEVATION
GATE VALVE
SIGN
LIGHT POLE
SANITARY MANHOLE
HYDRANT
STORM MANHOLE
CATCH BASIN
CONTOUR
CONCRETE CURB
STORM SEWER
SANITARY SEWER
WATERMAIN
UNDERGROUND ELECTRIC
CONCRETE
ELECTRIC TRANSFORMER
ELECTRIC MANHOLE
HAND HOLE
UNDERGROUND GAS
YARD LIGHT
MISC FRUIT
MAPLE
AS
FR
MA
CONIFEROUS TREE
DECIDUOUS TREE
ASH
FLARED END SECTION
TOP OF CURBTC
SET 1/2 INCH X 14 INCH IRON
MONUMENT, MARKED "LS 48988"
DRILLHOLE
Phase 2Phase10+001+002+003+004+00
5+00
6+00
7+00 8+009+009+83.090+001+001+790+001+002+003+003+78.940+001+002+003+004+004+09.280+001+002+000+002+26.53LOUCKS
W:\2016\16430\CADD DATA\CIVIL\_dwg Sheet Files\C16430 C2-1 Site PlanPlotted: 01 /09 / 2018 1:53 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.16430
TWM
ZHW/GAJ
TWM
01/11/18
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
09/06/17 STMH 112 Addition
01/11/18 Phase 2
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
LAYOUT PLAN
N
SITE PLAN
C2-1
EXISTING ZONING: PUD - R-3 (MEDIUM DENSITY RESIDENTIAL)
PROPOSED ZONING: PUD AMENDMENT TO PUD - R-3
MATCH EXISTING WALK
MATCH EXISTING WALK
MATCH EXISTING
BITUMINOUS AND CURB
PEDESTRIAN RAMP (TYP)B6-12 CURB &GUTTER (TYP)5' CONCRETE WALK
R15'
R15'
R15'
R15'
R15'
R15'
R15'
R15'
R15'
R15'
R15'
R15'
CURB
CUT
CURB CUT
CURB
CUT
TRANSITION TO B6-12 (TYP)
SURMOUNTABLE
CURB & GUTTER (TYP)
CONCRETE
CROSS
GUTTER
PEDESTRIAN
RAMP (TYP)
R5' (TYP)
18.00'
22.00'22.00'
22.00'
22.00'
22.00'
22.00'
28.00'
28.00'28.00'20.00'
20.00'30.00'20.00'SURMOUNTABLE
CURB & GUTTER (TYP)
R5' (TYP)
18'
TYP 9'TYPZONING
OUTLOT G, HARMONY ADDITION, DAKOTA COUNTY, MN
LEGAL DESCRIPTION
PHASE 1 LOTS 1-8, PHASE 2 LOTS 13-22 42,336 SF, 0.97 AC.
PHASE 1 LOTS 9-16, PHASE 2 LOTS 1-12, 23-26 79,920 SF, 1.84 AC.
TOTAL UNITS
PHASE 1 16
PHASE 2 26
TOTAL 42
PLAT AREA 7.42 AC.
SITE DENSITY 5.66 UNITS / AC.
OPEN / GREEN SPACE 3.21 AC. (42.3%)
PARKING STALLS REQUIRED - 0.5 / UNIT 21 STALLS
PARKING STALLS PROPOSED 21 STALLS
SITE AREAS
PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERT
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARYF-F
F-F F-F
F-F
F-F
F-F
F-F
F-F F-FBROOKSIDE PATHBROOKSTONE PATHBROOKVIEW PATHBROOK PATH137th
S
T.
73
PROPOSED STREET LIGHT
SAWCUT & REMOVE PORTION
OF BITUMINOUS SURFACE
SAWCUT & REMOVE PORTION
OF CONCRETE WALK
SAWCUT & REMOVE PORTION
OF CONCRETE RAMP
SAWCUT & REMOVE
CONCRETE RAMP
Phase 2Phase10+001+002+003+004+00
5+00
6+00
7+00 8+009+009+83.09960962960960962962
960
9609
5
8
958958
956956954954
956958958958
960
962
964
962
960
956958
956
958
954
HP 61.5+++++++++++++++++++++++HP 63.5
63.0
TC 63.6
GL 63.3
EX 62.5
TC 63.2
EX GL 62.9
HP62.8
61.8
61.0++FFE 64.5
FFE 63.5
++FFE 63.0
FFE 62.0
++FFE 62.5
FFE 61.5
++FFE 60.5
FFE 59.5
++FFE 59.0
FFE 58.096061.5
HP62.0 1.0%1.0%++++FFE 63.3
FFE 63.3
FFE 62.3
FFE 62.3 ++++FFE 62.0
FFE 62.0
FFE 62.0
FFE 62.0 ++++FFE 61.5
FFE 61.5
FFE 62.5
FFE 62.5
++++FFE 60.5
FFE 60.5
FFE 59.5
FFE 59.5 ++++FFE 58.5
FFE 58.5
FFE 57.5
FFE 57.5 ++++FFE 56.8
FFE 56.8
FFE 55.8
FFE 55.8 ++FFE 54.5
FFE 54.5++FFE 56.0
FFE 56.0++FFE 60.0
FFE 60.0++FFE 63.5
FFE 63.51.0%TC 61.2
GL 60.7
TC 61.0
GL 60.5
61.8++++1.96%1.96%0.94%0.94%+56.8
59.0
59.0
57.0++++++++++TC 59.8
GL 59.3
TC 59.5
GL 59.0 1.16%0.95%1.02%1.02%1.06%2.24%+62.0
+CC 60.4
61.0+59.8+58.9++CC 60.2 +63.0++++++++++++++++++++++++++++++1.01%1.01%1.01%+52.81.01%GB 54.3
54.05.0%+59.8
1.1%
GB 58.6
1.14%
58.3
1.1%
58.5
58.2
56.7
958
960
956 956956958958954954TC 57.4
GL 56.9
TC 56.7
GL 56.2
CC 56.2 2.80%GB 56.9
GB 56.25.16%LP 57.8
1.28%
58.5
58.8
57.5+TC 57.4
GL 56.9
TC 56.7
GL 56.2
56.3
55.3
1.08%58.5
58.2
TC 58.8
GL 58.3
TC 58.5
GL 58.0
TC 55.7
GL 55.2
TC 54.9
GL 54.4
CC 54.3
57.7
TC 62.0
GL 61.5
TC 61.0
GL 60.5
59.5
59.0
58.2
5.0%2.83%960
61.0
63.0
EX 63.0 EX TC 63.7
EX GL 63.2EX TC 63.2
EX GL 62.7
+61.0 2.0%GB 61.0
GB 59.5
+GB 60.2
59.7
57.0
54.6
55.3 +54.0
55.5
958
59.558.5
62.8
+INV 952.0 EOFEOFEOFEOF+60.0 +59.0
1.16%+GB 61.5
61.0 +61.0++61.0+62.0+62.5 +EX TC 63.3
EX GL 62.8
+63.15
+EX TC 62.74
EX GL 62.24
6.1%
5.0%
7.6%
6.7%
8.5%
3.8%
5.6%
3.0%
8.0%
5.5%
4.3%
3.3%5.6%
6.4%
8.5%
9.4%
7.4%
8.3%
4.0%
4.8%3.9%
3.1%
6.2%
5.5%
7.4%
6.4%
8.5%
7.6%
7.6%
4.5%
4.5%
5.5%5.5%
1.9%
7.7%
4.0%
3.8%
1.2%
6.6%
8.0%
5.5%
3.0%+GL 56.8 +GL 52.9
+GL 56.9 +GL 54.72.78%88 8 8
8
8 88880+001+001+790+001+002+003+003+78.940+001+002+003+004+004+09.280+001+002+000+002+26.538
8
8
LOUCKS
W:\2016\16430\CADD DATA\CIVIL\_dwg Sheet Files\C16430 C3-1 Grading PlanPlotted: 01 /09 / 2018 1:54 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.16430
TWM
ZHW/GAJ
TWM
01/11/18
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
09/06/17 STMH 112 Addition
01/11/18 Phase 2
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
GRADING PLAN
N GRADING
PLAN
C3-1
CB103
CB102
CB101
CB100
CB106
CB104 CB105
CB108
CB107
Gopher State One Call
NOTE:
SPOT ELEVATIONS AT CURB LINES INDICATE GUTTER LINE
(I.E. FLOW LINE) ELEVATIONS UNLESS OTHERWISE NOTED.
GRADING NOTES
1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS
ASSOCIATES. THE CONTRACTOR SHALL REFER TO THE SITE PLANS FOR
ADDITIONAL LOCATIONS AND DIMENSIONS SITE FEATURES.
2.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION
PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR
ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASE OF THIS PROJECT.
3.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT
WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS.
4.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED
AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES
PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS,
AND THE SWPP PLAN.
5.ALL SPOT ELEVATIONS SHOWN REPRESENT FINISHED SURFACE OR GUTTER LINE
ELEVATIONS UNLESS OTHERWISE NOTED.
6.CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY PLAN DISCREPANCIES.
7.EXISTING UTILITY LOCATIONS AS-PER CITY AS-BUILT PLANS AND FIELD SHOTS.
8.SEE PROJECT SWPPP FOR EROSION CONTROL INFORMATION.
9.GENERAL CONTRACTOR MUST VERIFY ALL TIE IN GRADES.
10.REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION.
11.THE CONTRACTOR SHALL PRESERVE AND AVOID ANY EXISTING BURIED UTILITY
PIPING. SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITIES.
ABBREVIATION LEGEND
FFE=FINISHED FLOOR ELEVATION
TW=TOP OF RETAINING WALL
GW=GROUND AT FACE OF RETAINING WALL
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
GL=GUTTER LINE
CC=CURB CUT
LEGEND
EXISTING PROPOSED
X 800.0
800
8
X.XX%
TOPOGRAPHIC CONTOUR
SPOT ELEVATION
DRAINAGE SLOPE
STORM SEWER
STORM MANHOLE
CATCH BASIN
SANITARY SEWER
WATERMAIN
BENCHMARK
FLOW
EMERGENCY OVERFLOW
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
22.00'
22.00'
22.00'
22.00'
22.00'
22.00'
28.00'
28.00'28.00'F-F
F-F
F-F
F-F
F-F
F-F
F-F
F-F F-FBROOKSIDE PATHBROOKSTONE PATHBROOKVIEW PATHBROOK PATH137th ST.
137th ST.
CB109
CONCRETE
CROSS
GUTTER
EOF
EXISTING
STOCKPILE TO
BE REMOVED BY
OTHERS
CB101A
Phase 2Phase1960962960960962962
960
9609
5
8
958958
956956954954
956958958958
960
962
964
962
960
956958
956
958
954
HP 61.5+++++++++++++++++++++++HP 63.5
63.0
TC 63.6
GL 63.3
EX 62.5
TC 63.2
EX GL 62.9
HP62.8
61.8
61.0++FFE 64.5
FFE 63.5
++FFE 63.0
FFE 62.0
++FFE 62.5
FFE 61.5
++FFE 60.5
FFE 59.5
++FFE 59.0
FFE 58.096061.5
HP62.0 1.0%1.0%++++FFE 63.3
FFE 63.3
FFE 62.3
FFE 62.3 ++++FFE 62.0
FFE 62.0
FFE 62.0
FFE 62.0 ++++FFE 61.5
FFE 61.5
FFE 62.5
FFE 62.5
++++FFE 60.5
FFE 60.5
FFE 59.5
FFE 59.5 ++++FFE 58.5
FFE 58.5
FFE 57.5
FFE 57.5 ++++FFE 56.8
FFE 56.8
FFE 55.8
FFE 55.8 ++FFE 54.5
FFE 54.5++FFE 56.0
FFE 56.0++FFE 60.0
FFE 60.0++FFE 63.5
FFE 63.51.0%TC 61.2
GL 60.7
TC 61.0
GL 60.5
61.8++++1.96%1.96%0.94%0.94%+56.8
59.0
59.0
57.0++++++++++TC 59.8
GL 59.3
TC 59.5
GL 59.0 1.16%0.95%1.02%1.02%1.06%2.24%+62.0
+CC 60.4
61.0+59.8+58.9++CC 60.2 +63.0++++++++++++++++++++++++++++++1.01%1.01%1.01%+52.81.01%GB 54.3
54.05.0%+59.8
1.1%
GB 58.6
1.14%
58.3
1.1%
58.5
58.2
56.7
958
960
956 956956958958954954TC 57.4
GL 56.9
TC 56.7
GL 56.2
CC 56.2 2.80%GB 56.9
GB 56.25.16%LP 57.8
1.28%
58.5
58.8
57.5+TC 57.4
GL 56.9
TC 56.7
GL 56.2
56.3
55.3
1.08%58.5
58.2
TC 58.8
GL 58.3
TC 58.5
GL 58.0
TC 55.7
GL 55.2
TC 54.9
GL 54.4
CC 54.3
57.7
TC 62.0
GL 61.5
TC 61.0
GL 60.5
59.5
59.0
58.2
5.0%2.83%960
61.0
63.0
EX 63.0 EX TC 63.7
EX GL 63.2EX TC 63.2
EX GL 62.7
+61.0 2.0%GB 61.0
GB 59.5
+GB 60.2
59.7
57.0
54.6
55.3 +54.0
55.5
958
59.558.5
62.8
+INV 952.0 EOFEOFEOFEOF+60.0 +59.0
1.16%+GB 61.5
61.0 +61.0++61.0+62.0+62.5 +EX TC 63.3
EX GL 62.8
+63.15
+EX TC 62.74
EX GL 62.24
+GL 56.8 +GL 52.9
+GL 56.9 +GL 54.72.78%ROCK CONSTRUCTION ENTRANCE
TYP. (SEE DETAIL)
SILT FENCE
TYP. (SEE DETAIL)
INLET PROTECTION
TYP. (SEE DETAIL)
4 4 44444444
4444444444444444444444444444444444444 4 4 4
4
4
4
4
4 4 4
444444488 8 8
8
8 8888444444444444444444444444444 4
4 4
4 4
4 4 4
4
4
4 44444444444 4
4 4
4 4
4 4
4 4
4
4
4
4
4
4
8
8
8
LOUCKS
W:\2016\16430\CADD DATA\CIVIL\_dwg Sheet Files\C16430 C3-2&3 SWPP Plan & NotesPlotted: 01 /09 / 2018 1:54 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.16430
TWM
ZHW/GAJ
TWM
01/11/18
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
09/06/17 STMH 112 Addition
01/11/18 Phase 2
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
STORMWATER POLLUTION PREVENTION PLAN
N
STORMWATER
POLLUTION
PREVENTION
PLAN
C3-2
Gopher State One Call
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
SITE PLAN LEGEND
SILT FENCE
INLET PROTECTION
EXISTING DRAINAGE PATTERN
PROPOSED DRAINAGE PATTERN
RECEIVING WATERS
NAME OF WATER
BODY
TYPE OF
WATER
BODY
SPECIAL
WATER
IMAIRED
WATER
PERMANENT STORMWATER MANAGEMENT
INFILTRATION
STORMWATER HARVEST AND REUSE
FILTRATION
WET SEDIMENTATION BASIN
REGIONAL PONDING
ESTIMATED QUANTITIES
DESCRIPTION UNIT
TEMPORARY ROCK CONSTRUCTION ENTRANCE EA
SILT FENCE (STANDARD)LF
INLET PROTECTION EA
QUANTITY
2
±1,580
19
WOODFIBER BLANKET SF ±0
EROSION CONTROL BLANKET
X
REGIONAL PONDING
BIOROLL
BIOROLL LF ±0
NO NOPOND
Phase 2Phase10+001+002+003+004+00
5+00
6+00
7+00 8+009+009+83.09++FFE 64.5
FFE 63.5
++FFE 63.0
FFE 62.0
++FFE 62.5
FFE 61.5
++FFE 60.5
FFE 59.5
++FFE 59.0
FFE 58.0 ++++FFE 63.3
FFE 63.3
FFE 62.3
FFE 62.3 ++++FFE 62.0
FFE 62.0
FFE 62.0
FFE 62.0 ++++FFE 61.5
FFE 61.5
FFE 62.5
FFE 62.5
++++FFE 60.5
FFE 60.5
FFE 59.5
FFE 59.5 ++++FFE 58.5
FFE 58.5
FFE 57.5
FFE 57.5 ++++FFE 56.8
FFE 56.8
FFE 55.8
FFE 55.8 ++FFE 54.5
FFE 54.5++FFE 56.0
FFE 56.0++FFE 60.0
FFE 60.0++FFE 63.5
FFE 63.5
4 4 44444444
4444444444444444444444444444444444444 4 4 4
4
4
4
4
4 4 4
444444488 8 8
8
8 88880+001+001+790+001+002+003+003+78.940+001+002+003+004+004+09.280+001+002+000+002+26.53444444444444444444444444444 4
4 4
4 4
4 4 4
4
4
4 44444444444 4
4 4
4 4
4 4
4 4
4
4
4
4
4
4
MH 8
MH 11
MH 7
MH 5
MH 4
MH 3
MH 2 MH 1
MH 9
MH 10
MH 6
CB 103
CB 102
CB 101
CB 100
CB 106
CB 104
CB 105
CB 107
CB 108
CB 109
21" FES
8
8
8
CB 101A
STMH 112
LOUCKS
W:\2016\16430\CADD DATA\CIVIL\_dwg Sheet Files\C16430 C4-1 Utility PlanPlotted: 01 /09 / 2018 1:55 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Todd W. McLouth - PE
20383
Project Lead
Drawn By
Checked By
Loucks Project No.16430
TWM
ZHW/GAJ
TWM
01/11/18
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
09/06/17 STMH 112 Addition
01/11/18 Phase 2
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
UTILITY PLAN
N OVERALL
UTILITY PLAN
C4-1
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS
ASSOCIATES AND RECORD UTILITY DRAWINGS FROM THE CITY OF BEMIDJI.
LOUCKS ASSOCIATES DOES NOT GUARANTEE THE ACCURACY OF
INFORMATION PROVIDED BY OTHERS.
2.SEE SHEETS C8-1 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY
DETAILS AND UTILITY SERVICE DETAILS.
3.THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002
AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR
UNDERGROUND WORK.
4.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE
PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL
REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED
AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
5.THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS
SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY
OWNER. ADDITIONAL SERVICES MAY EXIST.
6.INSULATE ALL CROSSINGS INVOLVING WATER AND STORM SEWER.
7.TWIN HOMES SHALL HAVE A 1" COPPER WATER SERVICE AND QUAD HOMES
SHALL HAVE 11
2" COPPER WATER SERVICE.
UTILITY NOTES
CONNECT TO
EXISTING STUB
RELOCATE EXISTING
21' APRON -
CONSTRUCT CB OVER
EXISTING 21" RCP
EXISTING CB 110 -
ADJUST CASTING TO
RIM ELEV. 956.6
EXISTING CB 111
- ADJUST
CASTING TO
RIM ELEV. 954.6
CONNECT TO
EXISTING STUB
CONNECT TO
EXISTING STUB
CONNECT TO
EXISTING MH
HYDRANT &
VALVE (TYP)
11
2" WATER SERVICE (TYP)
4" SEWER SERVICE (TYP)
CONNECT TO
EXISTING STUB
REPLACE EXISTING
CB WITH STMH 112REMOVE EXISTING CB
AND ADJACENT PIPE
CORE DRILL AND CONNECT
TO EXISTING CB INV. 951.7
8' x 8' INSULATION
DENOTES 8' x 8' INSULATION
SHEETC4-2C6-1C6-4SHEETC4-5SHEETC4-6C6-5SHEETC4-4C6-3SHEET
C4-3
C6-2
BROOKSIDE PATHBROOKSTONE PATHBROOKVIEW PATHBROOK PATH137th ST.
137th ST.
UTILITY STRUCTURE SCHEDULE
STRUCTURE NO.CASTING MANHOLE SIZE
CBMH 102
48"
CB 103
CBMH 104
CB 105
48"
48"
CBMH 101
2' X 3'
CB 107
CB 108
48"
CB 100
CB 106
CBMH 109
R-3067-V
R-4342
2' X 3'
2' X 3'
2' X 3'
2' X 3'
48"
48"CBMH 101A
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
R-3067-V
STMH 112 R-1642 30"
1" WATER SERVICE (TYP)
4" SEWER SERVICE (TYP)
2" IRRIGATION SERVICE
LOUCKS
W:\2016\16430\CADD DATA\LANDSCAPE\_dwg Sheet Files\L16430 L1-1 Landscape PlanPlotted: 09 /06 / 2017 8:40 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
16430
TWM
GAJ
TWM
05/08/17
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
GENERAL NOTES
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND
BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF
WORK.
VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR
INTENT OF THE PROJECT'S LAYOUT.
ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE
WORK OR MATERIALS SUPPLIED.
CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS
AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE
REPAIRED AT NO COST TO THE OWNER.
CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND
ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE
CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).
ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH
ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN.
EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS
BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS.
CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND
NOTIFY LANDSCAPE ARCHITECT OF SAME.
THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE
SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC
CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN
ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.
SOD / TOPSOIL - ALL DISTURBED AREAS - SEE NOTES
ORNAMENTAL TREE
CONIFEROUS SHRUBS - SEE SHEET L2-1
DECIDUOUS SHRUBS - SEE SHEET L2-1
GRASSES / PERENNIALS - SEE SHEET L2-1PROPERTY BOUNDARYNPROPERTY BOUNDARYCONIFEROUS TREE
OVERSTORY TREE
MINIMUM LANDSCAPE REQUIREMENTS REQUIRED PROPOSED
STREET TREES
ONE (1) TREE PER 50 LF OF ROAD FRONTAGE
ONE (1) TREE PER OPEN SPACE UNIT EXPOSURE
13 TREES
42 OVERSTORY 54 OVERSTORY
ONE (1) FOUNDATION PLANTING PER 10 LF OF BLDG
FOUNDATION PLANTINGS
PROPERT
Y
B
O
U
N
D
A
R
Y
PROPERTY BOUNDARY 4'-0"DRIP EDGE OF TREEP DRIP EDGE OF TREEBRONZE PARKWAY - 623 LF TOTAL FRONTAGE
CONNEMARA TRAIL W. - 642 LF TOTAL FRONTAGE 13 TREES
20 CONIFERS
13 TREES
12 TREES
QUAD TOWNHOUSE - 121 LF OF BUILDING PERIMETER
TWIN ROWHOUSE - 138 LF OF BUILDING PERIMETER
13 SHRUBS
14 SHRUBS
24 SHRUBS
19 SHRUBS
TREE PRESERVATION NOTE:
(1) EXISTING TREE ON-SITE - TO BE RETAINED AND
PROTECTED DURING CONSTRUCTION - SEE 1/L1-1
LANDSCAPE /
TREE
PRESERVATION
PLAN
L1-1
35 ORNAMENTAL
DECIDUOUS TREES TOTAL (OPEN SPACE + STREET TREES)
PERCENTAGE OF DECIDUOUS TREES
CONIFEROUS TREES
79 - 79%
20 - 21%
1
2
3
4
5
6
7
8
39 42
40 41
35 38
36 37
31 34
32 33
19 18
20 17
15 14
16 13
11 10
12 9
30
29
28
27
26
25
24
23
22
21
IRRIGATION LIMITS
09/05/17 Plant List Revisions1
1
1
LANDSCAPE INSTALLATION
COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION
WITH OTHER CONTRACTORS WORKING ON SITE.
NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND
CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.
WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD SHALL BE HELD
1" BELOW SURFACE ELEVATION
SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE
LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON
SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED
TO THE GROUND.
ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE
AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF
NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5
CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL
TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER
THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN
BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE.
PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN
QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.
NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS
REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR
PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION.
ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN.
ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED
IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT
MUST BE NOTIFIED.
ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3
SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE
MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND
FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER
2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL
APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER.
ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS,
AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL
CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND
10 PARTS SAND.
ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL
FLAGGING AND LABELS FROM PLANTS.
WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN
CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF
CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS
TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER
5-1.
BLACK STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND
ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE.
ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED
HARDWOOD MULCH WITH NO WEED BARRIER.
ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH
AND FIBER MAT WEED BARRIER.
ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO
MULCH IN DIRECT CONTACT WITH TREE TRUNK.
SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER
MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.
IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY
DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE
CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT,
SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR
INSTALLATION.
CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER
ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS.
CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY
INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF
VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL
PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT
NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST
CONTROL.
CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE
CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE.
WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL
BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE
COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL
ACCEPTANCE WILL BE CONSIDERED.
UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT
MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME
GROUND HAS THAWED TO JUNE 15.
FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1.
FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND
DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING
OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE
APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL
AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER
DRAINAGE AT AND AROUND THE BUILDING SITE.
EDGING
LOUCKS
W:\2016\16430\CADD DATA\LANDSCAPE\_dwg Sheet Files\L16430 L2-1 Landscape DetailsPlotted: 09 /06 / 2017 8:41 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
HARMONY
VILLAS
ROSEMOUNT, MINNESOTA
MARK ELLIOT HOMES
MARK PASVOGEL
17850 KENWOOD TRAIL
LAKEVILLE, MN 55044
C0-1 COVER SHEET
C2-1
C3-1
C3-2 - C3-3
C4-1
C8-1
C8-2
SITE PLAN
GRADING PLAN
SWPPP PLAN & NOTES
OVERALL UTILITY PLAN
DETAILS
DETAILS
L1-1 LANDSCAPE / TREE
PRESERVATION PLAN
L2-1 LANDSCAPE DETAILS
C1-1 EXISTING CONDITIONS
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Landscape Architect under the laws
of the State of Minnesota.
Gregory A. Johnson - LA
Project Lead
Drawn By
Checked By
Loucks Project No.
24610
16430
TWM
GAJ
TWM
05/08/17
04/13/17
04/13/17 Construction Documents
05/08/17 City Comments
C4-2 - C4-6 S&W PROFILES
C5-1 - C5-2 STORM SEWER PROFILES
C6-1 - C6-5 STREET PROFILES
2-1/2" CAL B.B.GL GREENSPIRE LINDEN
PLANT LIST
IMPERIAL HONEYLOCUSTIH
SIZECOMMON NAME SCIENTIFIC NAMEQTYKEY COMMENTS
2-1/2" CAL B.B.
2-1/2" CAL B.B.COMMON HACKBERRY Celtis occidentalis5CH
Tilia cordata 'Greenspire'
Gleditsia triacanthos inermis 'Impcole'
14
OVERSTORY TREES - STREET
SPRING SNOW CRABAPPLE Malus 'Spring Snow'SS
ORNAMENTAL TREES
PRAIRIE ROSE CRABAPPLE Malus 'Prairie Rose'PR
1-1/2" CAL B.B.
1-1/2" CAL B.B.
DWARF EUROPEAN VIBURNUM Diervilla loniceraDV
SHRUBS
TOR SPIREA Spirea betulifolia 'Tor'TS
#5 CONT
#5 CONT
LITTLE PRINCESS SPIREA Spirea japonica 'Little Princess'LP
TECHNITO ARBORVITAE Thuja occidentalis 'Bailjohn' (PP15,850)TN
#5 CONT
#5 CONT
SCANDIA JUNIPER Juniperus sabina 'Scandia'SJ #5 CONT
KARL FOERSTER GRASS Calamagrostis aculifloraKF #1 CONT
22
11
16
GRASSES / PERENNIALS
258
126
162
216
150
72
SOD / TOPSOIL - ALL DISTURBED AREAS
SEE NOTES
LANDSCAPE LEGEND
ORNAMENTAL TREE - SEE SHEET L1-1
CONIFEROUS SHRUBS
DECIDUOUS SHRUBS
GRASSES / PERENNIALS
AUTUMN FIRE SEDUM Sedum x 'Autumn Fire'AF #1 CONT282
3
DV
EDGING
2
TS
5
AF
5
KF
4
LP
5
KF
4
LP
2
TS
5
AF
3
TS
3
TN
2
AD
5
BC
3
TS
3
TN
2
AD
3
DV
3
SJ
8
AF
3
DV
3
TS
6
LP
7
KF
4
TN
4
AD
6
BC
3
TS
3
DV
8
AF
3
SJ
6
LP
7
KF
4
TN
4
AD
6
BC
3
SJ
8
AF
3
DV
3
TS
6
LP
3
TS
3
DV
8
AF
3
SJ
6
LP
4
TN
4
TN
7
KF
7
KF
2-1/2" CAL B.B.AB AUTUMN BLAZE MAPLE Acer x freemannii 'Jeffersred'6
2-1/2" CAL B.B.PM PARKWAY NORWAY MAPLE Acer platanoides 'Parkway Norway'17
IVORY SILK LILAC Syringia reticulata 'Ivory silk'IS 1-1/2" CAL B.B.8
AUSTRIAN PINE Pinus nigraAP
CONIFEROUS TREES
COLORADO SPRUCE Picea pungensCS
1-1/2" CAL B.B.
1-1/2" CAL B.B.4
8
BLACK HILLS SPRUCE Picea glauca densataBH 1-1/2" CAL B.B.8
BLACK CHOKEBERRY Spirea japonica 'Neon Flash'BC #5 CONT117
ARCTIC FIRE DOGWOOD Cornus stonifera 'Fallow' (PPAF)AD #5 CONT84 LANDSCAPE
DETAILS
L2-1
IRRIGATION NOTES
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE
SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT
SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE
THAT ALL SODDED AND PLANTED AREAS ARE IRRIGATED PROPERLY,
INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING
BUILDING FOUNDATION.
THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE
CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS.
IRRIGATION SYSTEM IS NOT TO SPRAY ACROSS PAVEMENT. THE
SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION
SYSTEM.
PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED
REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED.
4" ROCK MULCH
OVER GEOTEXTILE
(TYP)
EDGING
OVERSTORY TREES
2-1/2" CAL B.B.BL BOULEVARD LINDEN Tilia american 'Boulevard'15
09/05/17 Plant List Revisions1
1
1
1
MEMORANDUM
DATE: February 22, 2018
TO: Kyle Klatt, Senior Planner
CC: Kim Lindquist, Community Development Director
Brian Erickson, Director of Public Works/City Engineer
Stacy Bodsberg, Planning & Personnel Secretary
FROM: Mitch Hatcher, Project Engineer
RE: Harmony Villas 2nd Addition - Engineering Review
SUBMITTAL:
The plans for Harmony Villas have been prepared by Loucks dated January 11, 2018.
Engineering review comments were generated from the following documents included in the
submittal:
Construction Plans for: Site, Grading, Sanitary Sewer, Watermain, Storm Sewer, & Street
Construction (23 sheets), dated January 11, 2018
Harmony Villas 2nd Addition Final Plat
GENERAL COMMENTS:
1. Development fees are required based on the current Schedule of Rates and Fees. For 2017,
the estimated development fees are listed below:
Storm Sewer Trunk Charge: $ 6,865 / acre
Sanitary Sewer Trunk Charge: $ 1,075 / acre
Watermain Trunk Charge: $ 6,500 / acre
2. Street and utility construction shall be installed in accordance with the 2015 City of
Rosemount General Specifications and Standard Detail Plates and the Engineering
Guidelines.
3. Final construction plans and specifications for grading, street, and utilities should be
submitted to the City for review.
4. City inspection of street and utility installation is required during construction.
5. The developer is required to obtain a NPDES construction Stormwater Permit and provide
a copy of the approved SWPPP to the City prior to the start of any construction activity.
6. The developer is required to obtain a grading permit from the City prior to construction
grading activity.
7. Upon completion of the sanitary sewer, watermain, and storm sewer construction, the City
requires record drawings. See Engineering Guidelines for submittal and formatting
requirements.
Should you have any questions or comments regarding the items listed above, please contact me at
651-322-2015.