HomeMy WebLinkAbout6.d. Request by Builder Jones for Final Plat Approval of Doolin Heights
EXECUTIVE SUMMARY
City Council Regular Meeting: June 2, 2020
AGENDA ITEM: Request by Builder Jones for Final Plat
Approval of Doolin Heights
AGENDA SECTION:
Consent
PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 6.d.
ATTACHMENTS: Resolution; Subdivision Agreement; Site
Location; Preliminary Plat; Final Plat;
Engineer’s Memo Dated June 2, 2020
APPROVED BY: LJM
RECOMMENDED ACTION:
Motion to Adopt a Resolution Approving the Final Plat for Doolin Heights, subject to
conditions.
Motion to Approve the Subdivision Agreement for Doolin Heights and Authorize the Mayor
and City Clerk to Enter into the Agreement.
SUMMARY
Applicant: Builder Jones
Comp. Guide Plan Designation: LDR – Low Density Residential
Current Zoning: R-1-PUD Low Density Residential with the Doolin Heights
Planned Unit Development (R-1: PUD)
Gross Area: 13.83 Acres
Net Area: 13.83 Acres
Lots/Units: 25 Single Family Lots
Gross Density: 1.81 units/acre
Net (Met Council) Density: 1.81 units/acre
BACKGROUND
The City Council approved a preliminary and final plat, rezoning to R-1 PUD, and PUD Master
Development Plan for the Doolin Heights low density residential project on May 5, 2020. Since that time,
the applicant has indicated that they would prefer to remove the northwestern lot, 2318 Bonaire Path from
the final plat. That parcel was included in the preliminary and final plat but was platted as part of Outlot
D. The removal of the lot from final plat does not alter the approval as no development activity was
planned for that parcel in the first phase.
The ordinance requires Planning Commission and City Council approval of final plats. The new plat, with
2318 Bonaire Path removed, continues to be in compliance with the preliminary plat and therefore staff
and the Planning Commission recommend approval of the request. Staff is also recommending approval
of the Subdivision Agreement for Doolin Heights.
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PLANNING COMMISSION ACTION
The Planning Commission reviewed the Final Plat request and voted unanimously to recommend
approval.
CONCLUSION AND RECOMMENDATION
Staff and the Planning Commission are recommending approval of this request based on the information
submitted by the applicant and reviewed in this report. This recommendation is subject to the conditions
contained within the attached resolution.
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2020-69
A RESOLUTION APPROVING THE FINAL PLAT
FOR DOOLIN HEIGHTS
WHEREAS, Builder Jones (Applicant) has submitted an application to the City of Rosemount for a Final
Plats concerning property legally described as follows:
That part of Government Lot 2 and the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota
County, Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11
seconds West (assumed bearing) along the East line thereof a distance of 1753.82 feet to the point of beginning of the
land to be described; thence continuing North 0 degrees 11 minutes 11 seconds West along said East line a distance of
900.00 feet to the centerline of 135th Street West; thence Northwesterly to said centerline along a non-tangential curve
concave to the Northeast having a radius of 433.55 feet a central angle of 8 degrees 32 minutes 38 seconds and a chord
bearing of North 63 degrees 42 minutes 54 seconds West for a distance of 64.65 feet; thence North 59 degrees 26
minutes 36 seconds West along said centerline, tangent to the last described curve, a distance of 295.35 feet; thence
South 2 degrees 12 minutes 43 seconds West a distance of 1016.23 feet; thence South 79 degrees 52 minutes 34 seconds
East a distance of 360.00 feet to the point of beginning. Subject to Easements of record, according to the United States
Government Survey thereof and situate in Dakota County, Minnesota.
AND
That part of the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota,
described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11
seconds West (assumed bearing) along the East line thereof a distance of 1753.82 feet; thence North 79 degrees 52
minutes 34 seconds West a distance of 360.00 feet to the point of beginning of the land to be described; thence North 2
degrees 12 minutes 43 seconds East a distance of 302.88 feet; thence North 75 degrees 39 minutes 05 seconds West a
distance of 795.45 feet to the centerline of Biscayne Avenue; thence South 22 degrees 33 minutes 06 seconds West along
said centerline a distance of 367.20 feet; thence South 79 degrees 52 minutes 34 seconds East a distance of 914.00 feet to
the point of beginning.
WHEREAS, on May 26th, 2020, the Planning Commission of the City of Rosemount reviewed the Final
Plat for Doolin Heights; and
WHEREAS, on May 26th, 2020, the Planning Commission recommended approval of the Final Plat for
Doolin Heights, subject to conditions; and
WHEREAS, on June 2nd, 2020, the City Council of the City of Rosemount reviewed the Planning
Commission’s recommendation and the Final Plat for Doolin Heights.
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby
approves the Preliminary and Final Plats for Doolin Heights, subject to the following conditions:
a.Execution of a subdivision agreement.
b.Conformance with all the requirements of the City Engineer as detailed in the attached
memorandum dated April 14, 2020.
c.Payment of $85,000 as cash-in-lieu of park dedication.
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ADOPTED this 2nd day of June 2020, by the City Council of the City of Rosemount.
__________________________________________
William H. Droste, Mayor
ATTEST:
___________________________________
Erin Fasbender, City Clerk
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SUBDIVISION AGREEMENT
Doolin Heights
AGREEMENT dated this ________ day of ________________________, 2020, by and between the
CITY OF ROSEMOUNT, a Minnesota municipal corporation, (the "City"), and Builder Jones, 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 Doolin Heights, 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. Approval of a Planned Unit Development Master Development Plan with Rezoning.
b. Incorporation of recommendations of the City Engineer concerning design and installation of
public infrastructure and including grading, erosion control, streets and utilities.
c. Execution of a Subdivision or Development Agreement to secure the public and private
improvements.
d. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the
current fee schedule.
e. Incorporation of any easements necessary to accommodate drainage, ponding, trails,
underpasses, conservation areas, streets and utilities.
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.
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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
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 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 Public Improvements) will be designed by
the Developer and must be approved by the City Engineer. The Developer will prepare plans and
specifications for Public Improvements which shall be approved by the City Engineer. Such
approvals shall not be unreasonably withheld and the City shall approve or provide Developer with
necessary revision comments within 30 calendar days of Developer submittal of Public Improvement
plans and specifications. The City will perform all construction inspection for the Public
Improvements, at the Developer’s expense. Construction inspection includes but is not limited to
inspection, documentation, and monitoring.
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, excepting the wear
course of pavement, enumerated in Paragraph 6 that will serve the subject property by December 31,
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2020, subject to delays due to inclement weather, casualty, labor strikes, material shortages, or other
force majeure not within the Developer’s reasonable control. The pavement wear course shall be
completed by December 31, 2021. 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.
8. City-Installed Public Infrastructure. The following improvements, hereinafter referred to as “City-
Installed Public Infrastructure Improvements” (known as City Project 2020-06), 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 Nine Hundred, Eighty-Nine
Thousand, Six Hundred, Forty-Six Dollars ($989,646). The amount of the security was calculated as
follows:
Cost 110%
Grading & Erosion Control $96,630 $106,293
Pond Restoration and Erosion Control Removal $25,000 $27,500
Survey Monumentation $12,500 $13,750
Landscaping (122 trees) $36,600 $40,260
Street Lighting (4 lights) $16,000 $17,600
Cost 125%
Surface Improvements $168,330 $210,413
Water Main Improvements $129,208 $161,510
Sanitary Sewer Improvements $263,386 $329,233
Storm Sewer Improvements $66,470 $83,088
Total $814,124 $989,646
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 all terms of this
Agreement and all obligations of the Developer under it. The City may draw down on the letter of
credit without notice if the obligations of the Developer have not been completed as required by this
Agreement. 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 and take such steps as it deems
necessary to remedy the default. With City approval, the letter of credit may be reduced from time to
time as financial obligations are paid and Developer Improvements and other Developer obligations
are completed to the City’s requirements.
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
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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 single-family 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.
Costs for City inspection of onsite erosion and sediment control shall be at the Developer’s expense.
After a 24-hour verbal or written 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.
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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
shall become City property without further notice or action unless the improvements are specifically
identified herein as private infrastructure.
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 or
such longer period as is specified in plans and specifications for Public Improvements.
All trees, grass and sod shall be warranted to be alive, of good quality and disease free for twenty-four
(24) months after planting.
Vegetation surrounding ponds and/or wetlands shall be warranted to be alive, of good quality and
weed free for three (3) years after planting.
For each pond/wetland in the development, the developer shall provide to the City Engineer an
inspection report by July 31 each year which includes the following:
A. Date of inspection
B. Name of person responsible for inspection
C. Photos of the pond/wetland area confirming the vegetation is established as intended
D. Maintenance plan describing the required maintenance activities and tentative schedule.
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 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 $107,877 shall be
deposited with the City at the time this Agreement is signed, and represent the following
amounts:
$62,739 Engineering Fees (10% of construction estimate)
$3,000 Attorney Fees
$31,370 5% City Fees (based on construction estimate of $627,394)
$1,152 Street Light Energy Cost
$1,500 GIS Fees
$350 Wetland Buffer Signs
$7,766 Seal Coating
$107,877 Total Amount Due
If the actual City fees exceed this estimate, the Developer shall pay the additional costs to the
City within thirty (30) business 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.
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C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under
this Agreement within thirty (30) business 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
full. Bills not paid within thirty (30) days shall accrue interest at the rate of nine percent (9%)
per year.
D. The Developer shall pay all energy costs for street lights installed within the Subject Property for
24-months at a cost of $30/month/light. After that, the City will assume the energy costs.
E. The Developer will pay the cost of sealcoating the public streets within the development at a
cost of $1.70/SY. The sealcoating will be completed within three (3) years following wear
course placement.
F. The Developer will pay the cost of fog sealing the public trails within the development at a cost
of $0.20/SF. The fog sealing will be completed within three (3) years following trail installation.
19. Indemnification. The Developer shall hold the City and its officers, agents 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 intentional acts or gross negligence of the City, it’s agents, employees or
contractors. The Developer shall indemnify the City and its officers, agents and employees for all
costs, damages or expenses that the City may pay or incur in consequence of such claims, including
attorney’s fees.
20. Insurance. The Developer agrees to take out and maintain or cause to be taken out and maintained
until six months after the City has accepted the Subdivision Improvements, public liability and
property damage insurance covering personal injury, including death, and claims for property damage
which may arise out of Developer’s work or the work of its contractors or subcontractors. Liability
limits shall not be less than $500,000 when the claim is one for death by wrongful act or omission or
for any other claim and $2,000,000 for any number of claims arising out of a single occurrence, and
twice said limits when the claim arises out of the release or threatened release of a hazardous
substance. The City shall be named as an additional insured on the policy. The certificate of insurance
shall provide that the City must be given the same advance written notice of the cancellation of the
insurance as is afforded to the Developer.
21. Park and Utility Fees.
The Developer agrees to pay fees, charges and assessments set forth in this Section prior to, or at the
time of execution of this agreement by the City:
A. Park dedication fees in the amount of $85,000
B. Storm Sewer Trunk Area Charges in the amount of $52,421
C. Sanitary Sewer Trunk Area Charges in the amount of $8,209
D. Watermain Trunk Area Charges in the amount of $49,634
Or other amounts for such fees as in effect at the time of plat approval.
22. Service Charges.
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
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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 $2,425/SAC unit for single family
residential and multi-family residential).
23. Building Permits. No occupancy permits shall be issued until:
A. The site grading is completed and approved by the City.
B. All public 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.
E. All building permit fees are paid in full.
F. No early building permits will be issued without prior authorization from the City Building
Official.
The Developer, in executing this Agreement, assumes all liability and costs for damage or delays
incurred by the City in the construction of Public Improvements caused by the Developer, its
employees, contractors, subcontractors, material men or agents. No occupancy permits shall be issued
until the public streets and utilities referred to in paragraph 6 and 8 are in and approved by the City
(excluding the final wear course of bituminous), unless otherwise authorized in writing by the City
Engineer.
24. 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.
25. 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.
26. 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
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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 Public Improvements,
the Developer assumes all liability and costs resulting in delays in completion of Public
Improvements and damage to 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.
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.
J. The Developer acknowledges that the City may issue additional requirements outside of the
2015 General Specifications and Standard Detail Plates for Street and Utility Construction or the
2008 Engineering Guidelines as the City is in the process of updating these documents. The
review process may require additional time and expense due to this process, which shall be the
Developer’s responsibility. The Developer shall not be billed for the time required for the City
to update and approve their revisions to the 2015 General Specifications and Standard Details
Plates for Street and Utility Construction or the 2008 Engineering Guidelines.
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27. 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:
Builder Jones, LLC
10515 165th Street West
Lakeville, MN 55044
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
[Remainder of page intentionally left blank.]
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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 _____________________, 2020,
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
BUILDER JONES, LLC
BY:
Steven B. Jones, Its Chief Manager
STATE OF MINNESOTA )
) SS
COUNTY OF _____________)
The foregoing instrument was acknowledged before me this ____ day of ______________________, 2020
by Steven B. Jones, its Chief Manager, of Builder Jones LLC, a Minnesota limited liability company, on
behalf of said corporation.
Notary Public
Drafted By:
City of Rosemount
2875 145th Street West
Rosemount, MN 55068
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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.
Pond Restoration/Erosion Control Removal – A security to allow for cleaning of sedimentation ponds
prior to City acceptance, and removal of any installed erosion control measures such as silt fence and wood
fiber blanket following development of 75 percent of adjoining lots (estimated lump sum).
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.
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 ($4,000 per light has been used to
calculate this cost).
Meadow Ridge 3rd
EXHIBIT B (Page 1 of 2)
No.Item Cost 110%Calculation
1 Grading and Erosion Control 96,630$ 106,293$ 110%
2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000
3 Survey Monumentation 12,500$ 13,750$ $500/lot x 25 lots
4 Retaining Wall -$ N/A
5 Landscaping 36,600$ 40,260$ Per City Planner (122 trees x $300)
6 Street Lights 16,000$ 17,600$ 4 lights x $4000/light
7 Surface Improvements 168,330$ 210,413$ 125%
8 Water Main Improvements 129,208$ 161,510$ 125%
9 Sanitary Sewer Improvements 263,386$ 329,233$ 125%
10 Storm Sewer Improvements 66,470$ 83,088$ 125%
Total 814,124$ 989,646$
No.Item Cost
Estimated Construction Cost 627,394$
1 Engineering Fees 62,739$
2 Attorney Fees 3,000$
3 5% City Administrative Fees 31,370$
4 Street Light Energy Cost 1,152$
5 GIS Fees 1,500$
6 Buffer Monumentation 350$
7 Trail Fog Seal -$
8 Seal Coating 7,766$
Total 107,877$
No.Item Cost
1 Storm Sewer Trunk Charge 52,421$
2 Sanitary Sewer Trunk Charge 8,209$
3 Water Trunk Charge 49,634$
4 Stormwater Ponding Fee
5 Park Dedication 85,000$
Total 195,264$
$6500/acre x 7.636 acres
$1.70/SY x 4568 SY
Development Fees (due before signed plat is released)
25 units x $3,400/unit
Calculation
$6865/net developable acre x 7.636 acres
$1075/acre x 7.636 acres
N/A
10% of Estimated Construction Cost
Letter of Credit for Developer Improvements (due with signed agreement)
City Fees (due with signed agreement)
Calculation
Developer's Estimate
Estimate
5% of Estimated Construction Cost
4 lights x 24 months x $12/month
$60/unit x 28 units, or $120/acre
N/A
7 signs x $50/sign
Block Lots Units Block Lot Units SQ FT Acres
1 11 11 1 1 1 7244 0.166
2 11 11 1 2 1 8800 0.202
3 1 1 1 3 1 9799 0.225
4 2 2 1 4 1 8750 0.201
1 5 1 8666 0.199
1 6 1 8236 0.189
Total 25 25 1 7 1 10227 0.235
1 8 1 7146 0.164
Total Plat Area =13.827 acres 1 9 1 8021 0.184
Total Park Area 0.000 acres 1 10 1 7881 0.181
Future Plat Area =6.191 acres 1 11 1 8095 0.186
Developable Area =7.636 acres *2 1 1 10279 0.236
Ponding to HWL ** = 0.000 acres 2 2 1 8429 0.194
Net Developable Area =7.636 acres 2 3 1 10131 0.233
2 4 1 10378 0.238
* Excludes future plat and park areas (all outlots)2 5 1 12382 0.284
2 6 1 10405 0.239
calculated when Outlot D is platted in a future phase 2 7 1 10248 0.235
2 8 1 7801 0.179
2 9 1 8008 0.184
2 10 1 7753 0.178
2 11 1 10209 0.234
3 1 1 7501 0.172
4 1 1 9272 0.213
4 2 1 9388 0.216
Outlot A 1091 0.025
Outlot B 894 0.021
Outlot C 11563 0.265
Outlot D 124524 2.859
Outlot E 131603 3.021
ROW 107595 2.470
Total Boundary 602319 13.827
Meadow Ridge 3rd
EXHIBIT B (Page 2 of 2)
Totals
** Excludes ponding in Outlot D, which will be
Doolin Heights
June / 2020
G:\ENGPROJ\2020-17 Doolin Heights\Agreements\Subdivision Agreement 2020-17.docx
ATTACHMENT ONE
Doolin Heights
Final Plat
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by Steven F. Hough.
___________________________________________________________________________________________
Signature Printed Name, Notary
Notary Public, Hennepin County, Minnesota
My Commission Expires January 31, 2025
CITY PLANNING COMMISSION OF ROSEMOUNT, MINNESOTA
Approved by the planning commission of the city of Rosemount, Minnesota, this _______ day of _________________________, 20______.
By: ___________________________________________
Chair
CITY COUNCIL 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: ___________________________________________By: ____________________________________________
Mayor Clerk
DAKOTA COUNTY SURVEYOR, 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: ___________________________________________
Todd Tollefson, Dakota County Surveyor
DAKOTA COUNTY DEPARTMENT OF PROPERTY TAXATION AND RECORDS, 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: ___________________________________________
Amy A. Koethe, Department of Property Taxation and Records
DAKOTA COUNTY RECORDER, MINNESOTA
I hereby certify that this plat of DOOLIN HEIGHTS was filed in the Office of the County Recorder for public record this _______ day of
_________________________, 20______, at ______ o'clock _____.M. as Document No. ____________________.
By: ___________________________________________
Amy A. Koethe, County Recorder
SHEET 1 OF 3 SHEETS
KNOW ALL PERSONS BY THESE PRESENTS: That Builder Jones LLC, a Minnesota limited liability company, fee owner of the following described
property situated in the County of Dakota, State of Minnesota, to wit:
That part of Government Lot 2 and the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota,
described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet to the point of beginning of the land to be described; thence
continuing North 0 degrees 11 minutes 11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street West;
thence Northwesterly to said centerline along a non-tangential curve concave to the Northeast having a radius of 433.55 feet a central angle of
8 degrees 32 minutes 38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of 64.65 feet; thence
North 59 degrees 26 minutes 36 seconds West along said centerline, tangent to the last described curve, a distance of 295.35 feet; thence
South 2 degrees 12 minutes 43 seconds West a distance of 1016.23 feet; thence South 79 degrees 52 minutes 34 seconds East a distance of
360.00 feet to the point of beginning. Subject to Easements of record, according to the United States Government Survey thereof and situate
in Dakota County, Minnesota.
AND
That part of the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet; thence North 79 degrees 52 minutes 34 seconds West a distance of
360.00 feet to the point of beginning of the land to be described; thence North 2 degrees 12 minutes 43 seconds East a distance of 302.88
feet; thence North 75 degrees 39 minutes 05 seconds West a distance of 795.45 feet to the centerline of Biscayne Avenue; thence South 22
degrees 33 minutes 06 seconds West along said centerline a distance of 367.20 feet; thence South 79 degrees 52 minutes 34 seconds East a
distance of 914.00 feet to the point of beginning.
Has caused the same to be surveyed and platted as DOOLIN HEIGHTS, and does hereby dedicate to the public for public use the public way(s), and
does also dedicate the drainage and utility easements as created by this plat.
In witness whereof said Builder Jones LLC, a Minnesota limited liabilty company, has caused these presents to be signed by its proper officer this
_______ day of _________________________, 20______.
BUILDER JONES
___________________________________________________________________________________________
Signature Printed Name, Title
STATE OF ______________________
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by ________________________, as
____________________ of Builder Jones LLC, a Minnesota limited liabilty company, on behalf of the company.
___________________________________________________________________________________________
Signature Printed Name, Notary
Notary Public, _______________________ County, ______________________
My Commission Expires _________________________
SURVEYORS CERTIFICATION
I Steven F. Hough 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, 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______.
______________________________________________
Steven F. Hough, Licensed Land Surveyor,
Minnesota License No. 54850
LOUCKS
SHEET 2 OF 3 SHEETS
BEARINGS ARE BASED ON THE EAST LINE OF
W 1/2, SW 1/2, SEC 21, TWP 115, RNG 19
HAVING A BEARING OF NORTH 0°11'11" WEST.
DENOTES FOUND 1/2 INCH IRON OPEN
MONUMENT, UNLESS OTHERWISE SHOWN
DENOTES FOUND ALUMINUM DISC
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 54850"
SCALE IN FEET
0 60
N
1 INCH = 80 FEET
LOUCKS
SECTION 21, TOWNSHIP 115, RANGE 19,
DAKOTA COUNTY, MINNESOTA
SITE
VICINITY MAP
N
NOT TO SCALE
Drainage & Utility Easement
Over All Of OUTLOT D
Drainage & Utility Easement
Over All Of OUTLOT E
SHH INSET
SKHHW RI SKHHWV
LOUCKS
SHEET 3 OF 3 SHEETS
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
BEARINGS ARE BASED ON THE EAST LINE OF
W 1/2, SW 1/2, SEC 21, TWP 115, RNG 19
HAVING A BEARING OF NORTH 0°11'11" WEST.
DENOTES FOUND 1/2 INCH IRON OPEN
MONUMENT, UNLESS OTHERWISE SHOWN
DENOTES FOUND DAKOTA COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 54850"
SCALE IN FEET
0 30
N
1 INCH = 30 FEET
INSET
Drainage & Utility Easement
Over All Of OUTLOT B
Drainage & Utility Easement
Over All Of OUTLOT A
Drainage & Utility Easement
Over All Of OUTLOT C
4510
6
STC
949.
1
2
4512
9
STC
947.
9
2
4519
9
STC
952.
8
1
STORM SEWER TABLE
STRUCT.
CB-2
CB-3
CB-4
CB-5
CB-6
CB-7
CB-8
CB-9
RIM
952.66
952.67
952.29
952.28
952.27
952.28
952.55
952.69
INV.
948.42
948.67
948.60
948.60
948.37
948.26
947.96
947.91
947.68
947.56
947.05
946.69
943.99
DIRECTION
18"RCP SE
S
15"RCP N
12"RCP SE
12"RCP NW
12"RCP N
18"RCP NW
18"RCP SE
18"RCP NW
24"RCP SE
36"RCP N
INACCESSIBLE S
36"RCP SW
SUMP
INACCESSIBLE NW,N
STORM SEWER TABLE
STRUCT.
CB-10
CB-11
CB-12
CB-13
CB-14
CB-15
STMH-1
STMH-16
RIM
955.54
955.42
963.07
963.10
972.59
972.27
954.67
943.32
INV.
950.92
950.74
950.34
950.34
959.27
968.84
967.29
969.53
969.22
938.67
937.89
932.12
DIRECTION
S
24"RCP N
24"RCP S
24"RCP NW
12"RCP
18"RCP S
SUMP
18"RCP N
15"RCP S
NW
30"RCP N
N, S
N
SCALE IN FEET
0 80 160
DESCRIPTION OF PROPERTY SURVEYED
02/25/20 CITY SUBMITTAL
GENERAL NOTES
SURVEYOR:
Loucks
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55330
763-424-5505
1.Prepared February 25, 2020.
2.The address, if disclosed in documents provided to or obtained by the surveyor, or
observed while conducting the fieldwork is 2316 Bonaire Path West & 2318 Bonaire Path
West.
3.The bearings for this survey are based on the east line of the W 1/2, SW 1/4, Sec 21, Twp
115, Rng 19, Dakota County, Minnesota having a bearing of North 0°11'11"West.
4.Benchmark: MnDOT 1921 U - In Rosemount, 1.8 miles north along Trunk Hwy 3 from the
junction of Trunk Hwy 3 and C.R. 42, at Trunk Hwy 3 milepoint 34.25, 76.2 feet east of
Trunk Hwy 3 fog line of turn lane, 73.2 feet south of Bonaire Path, 1.5 feet west of a
witness post.
Elevation = 969.14 feet (NGVD 29)
Site Benchmark: Top nut of hydrant located at the west end of 136th Street, as shown
hereon.
Elevation = 993.10 feet (NGVD 29)
5.This property is contained in Flood Insurance Rate Map, Community Panel No.
27037C0115E, and is a non-printed panel (no special flood hazard areas).
6.The field work was completed on February 4, 2020.
OWNER/DEVELOPER:
Builder Jones
10519 - 165th Street West
Lakeville, MN 55044
952-378-4122
Current Zoning: R1 (Low Density Residential)
Any zoning classification, setback requirements, height and floor space area restrictions, and
parking requirements, shown hereon, was researched to the best of our ability and is open to
interpretation. Per the City of Rosemount Zoning Map and City Code, on February 25, 2020,
information for the subject property is as follows:
Current Setbacks:
Front 30 feet
Side 10 feet
Rear 30 feet
Proposed Zoning: R1 (PUD)
Proposed Setbacks:
Front 25 feet
Side 7.5 feet
Rear 30 feet
ZONING INFORMATION
Areas
Total Property Area = 901,557 +/- square feet or 20.70 +/- acres
Right of Way Dedication Area = 112,393 +/- square feet or 2.58 +/- acres
Net Property Area = 789,164 +/- square feet or 18.12 +/- acres
SITE DATA
LOUCKS
W:\2019\19703\CADD DATA\SURVEY\_dwg Sheet Files\19703-PRE PLATPlotted: 03 /18 / 2020 8:58 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
DOOLIN
HEIGHTS
ROSEMOUNT, MINNESOTA
BUILDER JONES
ROB ELDRIDGE
10519 165TH STREET WEST
LAKEVILLE, MN 55044
P:952-378-4122
02/25/20
03/18/20 REVISED SITE PLAN
Preliminary Plat
1 of 1
SPOT ELEVATION
SIGN
POWER POLE
CATCH BASIN
CONTOUR
CONCRETE CURB
STORM SEWER
SANITARY SEWER
BARBED WIRE FENCE
UNDERGROUND ELECTRIC
CONCRETE
SATELLITE DISH
ELECTRIC TRANSFORMER
TELEPHONE PEDESTAL
ELECTRIC METER
GAS METER
UNDERGROUND TELEPHONE
UNDERGROUND GAS
SANITARY SEWER SERVICE
WATER SERVICE
GUY WIRE
CULVERT
RAILROAD TRACKS
OVERHEAD UTILITY
ROOF DRAIN
ELECTRIC OUTLET
FLARED END SECTION
TOP OF CURB
AIR CONDITIONING UNIT
TOP NUT HYDRANT
CHAIN LINK FENCE
SPLIT RAIL FENCE
RETAINING WALL
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
MAPPED WATERMAIN
SURVEY LEGEND
License No.
Date
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Land Surveyor under the laws of
the State of
VICINITY MAP
Field Crew
Project Lead
Drawn By
Checked By
Loucks Project No.
Minnesota.
Steven F. Hough - PLS
54850
(Per Schedule C of Commitment for Title Insurance issued by Trademark Title Services, Inc., File No. 20-0200, effective date January 15,
2020)
That part of Government Lot 2 and the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County,
Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet to the point of beginning of the land to be described; thence
continuing North 0 degrees 11 minutes 11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street
West; thence Northwesterly to said centerline along a non-tangential curve concave to the Northeast having a radius of 433.55 feet a
central angle of 8 degrees 32 minutes 38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of
64.65 feet; thence North 59 degrees 26 minutes 36 seconds West along said centerline, tangent to the last described curve, a distance of
295.35 feet; thence South 2 degrees 12 minutes 43 seconds West a distance of 1016.23 feet; thence South 79 degrees 52 minutes 34
seconds East a distance of 360.00 feet to the point of beginning. Subject to Easements of record, according to the United States
Government Survey thereof and situate in Dakota County, Minnesota.
Abstract Property
(Per Schedule C of Commitment for Title Insurance issued by Trademark Title Services, Inc., File No. 20-0402, effective date January 30,
2020)
That part of Government Lot 2 and the West Half of the Southwest Quarter (W 1/2 of SW 1/4) of Section Twenty one (21), Township One
Hundred Fifteen (115), Range Nineteen (19), Dakota County, Minnesota described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter (W 1/2 of SW 1/4); thence North 0 degrees 11 minutes
11 seconds West (assumed bearing) along the East line thereof a distance of 1753.82 feet; thence continuing North 0 degrees 11 minutes
11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street West; thence Northwesterly on said
centerline along a non-tangential curve concave to the Northeast having a radius of 433.65 feet, a central angle of 8 degrees 32 minutes
38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of 64.55 feet; thence North 59 degrees
26 minutes 36 seconds West along said centerline, tangent to the last described curve a distance of 295.35 feet to the actual point of
beginning, thence continuing North 59 degrees 26 minutes 36 seconds West along said centerline, a distance of 171.78 feet; thence along
said centerline on a tangential curve concave to the Northeast, having a radius of 1174.50 feet and a central angle of 12 degrees 09
minutes 00 seconds for a distance of 249.06 feet; thence North 47 degrees 17 minutes 36 seconds West along said centerline a distance
of 197.50 feet to the centerline of Biscayne Avenue; thence South 16 degrees 15 minutes 18 seconds West along said centerline a
distance of 442.16 feet; thence Southwesterly on said centerline along a tangential curve concave to the Northwest, having a radius of
1454.44 feet and a central angle of 6 degrees 17 minutes 48 seconds for a distance of 159.84 feet; thence South 72 degrees 23 minutes
03 seconds East a distance of 685.58 feet; thence North 2 degrees 12 minutes 43 seconds East a distance of 413.35 feet to the point of
beginning and there terminating; according to the Government Survey thereof.
Abstract Property
(Per Schedule C of Commitment for Title Insurance issued by Trademark Title Services, Inc., File No. 20-0943, effective date February
25, 2020)
That part of the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet; thence North 79 degrees 52 minutes 34 seconds West a distance
of 360.00 feet to the point of beginning of the land to be described; thence North 2 degrees 12 minutes 43 seconds East a distance of
302.88 feet; thence North 75 degrees 39 minutes 05 seconds West a distance of 795.45 feet to the centerline of Biscayne Avenue; thence
South 22 degrees 33 minutes 06 seconds West along said centerline a distance of 367.20 feet; thence South 79 degrees 52 minutes 34
seconds East a distance of 914.00 feet to the point of beginning.
Subject to easements of record.
Abstract Property
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by Steven F. Hough.
___________________________________________________________________________________________
Signature Printed Name, Notary
Notary Public, Hennepin County, Minnesota
My Commission Expires January 31, 2025
CITY PLANNING COMMISSION OF ROSEMOUNT, MINNESOTA
Approved by the planning commission of the city of Rosemount, Minnesota, this _______ day of _________________________, 20______.
By: ___________________________________________
Chair
CITY COUNCIL 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: ___________________________________________By: ____________________________________________
Mayor Clerk
DAKOTA COUNTY SURVEYOR, 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: ___________________________________________
Todd Tollefson, Dakota County Surveyor
DAKOTA COUNTY DEPARTMENT OF PROPERTY TAXATION AND RECORDS, 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: ___________________________________________
Amy A. Koethe, Department of Property Taxation and Records
DAKOTA COUNTY RECORDER, MINNESOTA
I hereby certify that this plat of DOOLIN HEIGHTS was filed in the Office of the County Recorder for public record this _______ day of
_________________________, 20______, at ______ o'clock _____.M. as Document No. ____________________.
By: ___________________________________________
Amy A. Koethe, County Recorder
SHEET 1 OF 3 SHEETS
KNOW ALL PERSONS BY THESE PRESENTS: That Builder Jones LLC, a Minnesota limited liability company, fee owner of the following described
property situated in the County of Dakota, State of Minnesota, to wit:
That part of Government Lot 2 and the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota,
described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet to the point of beginning of the land to be described; thence
continuing North 0 degrees 11 minutes 11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street West;
thence Northwesterly to said centerline along a non-tangential curve concave to the Northeast having a radius of 433.55 feet a central angle of
8 degrees 32 minutes 38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of 64.65 feet; thence
North 59 degrees 26 minutes 36 seconds West along said centerline, tangent to the last described curve, a distance of 295.35 feet; thence
South 2 degrees 12 minutes 43 seconds West a distance of 1016.23 feet; thence South 79 degrees 52 minutes 34 seconds East a distance of
360.00 feet to the point of beginning. Subject to Easements of record, according to the United States Government Survey thereof and situate
in Dakota County, Minnesota.
AND
That part of the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet; thence North 79 degrees 52 minutes 34 seconds West a distance of
360.00 feet to the point of beginning of the land to be described; thence North 2 degrees 12 minutes 43 seconds East a distance of 302.88
feet; thence North 75 degrees 39 minutes 05 seconds West a distance of 795.45 feet to the centerline of Biscayne Avenue; thence South 22
degrees 33 minutes 06 seconds West along said centerline a distance of 367.20 feet; thence South 79 degrees 52 minutes 34 seconds East a
distance of 914.00 feet to the point of beginning.
Has caused the same to be surveyed and platted as DOOLIN HEIGHTS, and does hereby dedicate to the public for public use the public way(s), and
does also dedicate the drainage and utility easements as created by this plat.
In witness whereof said Builder Jones LLC, a Minnesota limited liabilty company, has caused these presents to be signed by its proper officer this
_______ day of _________________________, 20______.
BUILDER JONES
___________________________________________________________________________________________
Signature Printed Name, Title
STATE OF ______________________
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by ________________________, as
____________________ of Builder Jones LLC, a Minnesota limited liabilty company, on behalf of the company.
___________________________________________________________________________________________
Signature Printed Name, Notary
Notary Public, _______________________ County, ______________________
My Commission Expires _________________________
SURVEYORS CERTIFICATION
I Steven F. Hough 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, 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______.
______________________________________________
Steven F. Hough, Licensed Land Surveyor,
Minnesota License No. 54850
LOUCKS
SHEET 2 OF 3 SHEETS
BEARINGS ARE BASED ON THE EAST LINE OF
W 1/2, SW 1/2, SEC 21, TWP 115, RNG 19
HAVING A BEARING OF NORTH 0°11'11" WEST.
DENOTES FOUND 1/2 INCH IRON OPEN
MONUMENT, UNLESS OTHERWISE SHOWN
DENOTES FOUND ALUMINUM DISC
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 54850"
SCALE IN FEET
0 60
N
1 INCH = 80 FEET
LOUCKS
SECTION 21, TOWNSHIP 115, RANGE 19,
DAKOTA COUNTY, MINNESOTA
SITE
VICINITY MAP
N
NOT TO SCALE
Drainage & Utility Easement
Over All Of OUTLOT D
Drainage & Utility Easement
Over All Of OUTLOT E
SHH INSET
SKHHW RI SKHHWV
LOUCKS
SHEET 3 OF 3 SHEETS
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
BEARINGS ARE BASED ON THE EAST LINE OF
W 1/2, SW 1/2, SEC 21, TWP 115, RNG 19
HAVING A BEARING OF NORTH 0°11'11" WEST.
DENOTES FOUND 1/2 INCH IRON OPEN
MONUMENT, UNLESS OTHERWISE SHOWN
DENOTES FOUND DAKOTA COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 54850"
SCALE IN FEET
0 30
N
1 INCH = 30 FEET
INSET
Drainage & Utility Easement
Over All Of OUTLOT B
Drainage & Utility Easement
Over All Of OUTLOT A
Drainage & Utility Easement
Over All Of OUTLOT C
MEMORANDU M
To: Anthony Nemcek, Planner
CC: Kim Lindquist, Community Development Director
Brian Erickson, Director of Public Works/City Engineer
Stacy Bodsberg, Planning and Personnel Secretary
From: Stephanie Smith, Assistant City Engineer
Date: May 5, 2020 Revised June 2, 2020
Subject: Doolin Heights Preliminary/Final Plat- Engineering Review – CC Update
SUBMITTAL:
The plans for Doolin Heights have been prepared by Loucks, dated March 18th, 2020.
Engineering review comments were generated from the following documents included in the
submittal:
▫ Concept Plan for the Surrounding
Parcels
▫ Preliminary and Final Plat
▫ Grading Plan
▫ Site Plan
▫ Stormwater Management Plan,
SWPPP Plan and Notes
▫ Utility Plan
▫ Landscaping Plan
GENERAL COMMENTS:
1. The development fees below are estimated based on the current Schedule of Rates and
Fees. These fees are due with the final plat and subdivision agreement.
GIS Fees: $60/unit
Sanitary Sewer Trunk Charge: $1075/acre
Watermain Trunk Charge: $6500/acre
Storm Sewer Trunk Charge: $6865/ net developable acre
2. Plans must be signed by an engineer registered in the state of Minnesota.
3. Show septic and well locations on all existing parcels.
4. Construction plans shall follow City of Rosemount Engineering Guidelines.
RIGHT OF WAY AND EASEMENTS:
The plat consists of re-platting three existing parcels into 25 lots of Doolin Heights. Right-of-
way will be dedicated for the local streets that will serve the new lots. Drainage and Utility
(D&U) easements will be dedicated around the perimeter of the lots, over the stormwater BMPs
and the outlots for future development.
5. The applicant shall vacate the existing ingress/egress easement south of the gravel
driveway and over the storm features prior to recording the plat.
6. The gas line easement shall be shown on the plans along with the size of pipelines and
contact information for the gas company.
7. The applicant shall dedicate the Biscayne Ave right-of-way as per county mapping with
this plat. It is anticipated this right-of-way may be vacated in a future phase.
8. Signage for buffer areas around the infiltration basin shall be installed by the developer
prior to sale of properties, and an extended maintenance warranty shall be required to
ensure establishment of the naturally vegetated areas.
9. Utility pipes are proposed along side and back lot lines of Lots 1-2, 7-8 and 10-11, Block
1. D&U easements along these lines shall prohibit the construction of structures such as
sheds to ensure that access can be provided for storm sewer maintenance. Fences are
allowed but shall not restrict drainage and are required to include gates for truck access
over the drainage and utility easement. Also, landscaping that will block access should
be prohibited.
10. Trees are not allowed to be planted within D&U easements, over the proposed storm
sewer, or within a pond access location. Trees located on individual properties shall not
be planted near the sanitary sewer and water service lines.
11. Blanket D&U easements shall be dedicated over the outlots.
12. The width of drainage and utility easements over all public utilities shall be verified
during final design.
STREET AND SIDEWALK
The proposed development connects to two existing stub streets that are part of the Biscayne
Point development. 136th Street W will end in a cul-de-sac bubble. Birdsong Path will be
extended to intersect with a new, north-south through street. An additional cul-de-sac will
extend to the west of the site.
13. Street slopes, including high points and low points shall be shown on plan view. Slopes
shall meet requirements from the City of Rosemount Engineering Guidelines.
14. Driveway of Lot 11, Block 1 shall be reversed to provide space for the homeowner’s
vehicle to pull out and turn onto the street.
15. Pedestrian curb ramps shall be installed on all sidewalks in accordance with MnDOT
standard detail plates.
16. Type-three barricades shall be placed at dead end streets with “future thru-street”
signage.
17. The applicant shall submit a signage plan for review.
18. A street lighting plan shall be submitted for review and must comply with City standards.
Street light requirements are detailed below:
at all public street intersections
at the end of all cul-de-sacs
at regularly spaced intervals (not to exceed 500’) on alternating sides of the street
at all instances where the road configuration warrants extra illumination as
determined by City Engineering Staff
WATER AND SANITARY SEWER
Since the initial Planning Commission meeting, the applicant has submitted plans that
include a sanitary sewer connection to Connemara Trail for many of the lots in this plat.
The connection would come through Biscayne Avenue right-of-way and the nearby City
outlot. Due to the timeline of the resubmittal, staff does not have conditions of approval
related to this design change but will work with the applicant to ensure the final design
meets City engineering guidelines.
19. Water services must be revised to connect to the watermain. Residential services shall
not be connected to hydrant services.
20. Watermain and sanitary sewer will be revised during final design. Typical revisions will
include number and placement of hydrants, gate valves and manholes.
STORMWATER
The applicant proposes a pond and infiltration basin behind the lots north of Birdsong Path for
stormwater management. The applicant has discussed with City staff that the pond and
infiltration basin are intended to be temporary and would be relocated with future additions.
21. Applicant shall disclose the temporary nature of the stormwater features to homebuyers,
especially for lots adjacent to the pond and basin.
22. Lots 5-7, Block 1 have back-to -front yard drainage. Spot elevations and drainage arrows
shall be added to prevent grading that would direct stormwater at the house pads.
23. Lots 2 and 3, Block 1 and Lot 1, Block 3 have the entire back yard at a slope. Generally,
homeowners expect to have some amoun t of flat area in their back yard. Staff
recommends revising grading to provide a flat area.
24. Grading shall be revised to have a maximum grade of 4:1.
25. Infiltrometer testing to verify the infiltration rate shall be required prior to public
acceptance of the infiltration basin.
26. Soil amendment is required in basins where the infiltration rate is higher than 8.3 inches
per hour.
WSB Engineering reviewed the Doolin Heights grading and stormwater management plan on
behalf of the City. The recommended conditions of approval are in th e attached memo dated
April 2, 2020 and have been summarized below:
27. Conceptual drainage of the entire site is requested to understand the western side of the
site that is not currently in the plans.
28. An NPDES permit was not included with the submittal, but this submittal did have a
SWPPP and an erosion control plan.
29. No so il borings were included with this submittal.
30. No operation and maintenance plan was included in this submittal.
31. Include a scale for existing and proposed drainage maps.
32. No HWL or NWL are established with the modeling, remove exfiltration from model.
33. The results of HydroCAD are invalid due to forebay and infiltration area modeled
separately. Only use one node for the total storage area to reduce the oscillations.
34. No outflow should be proposed for the 2/10/100 year. Only the 10-day snowmelt
condition is allowed 0.05 cfs per acre draining to the pond.
35. 4P and 5P currently drain to 1687 which is downstream of proposed site. This area can
use offsite ponding to drain to 1687. Future drainage can also utilize existing storm
sewer along western side of 4P and 5P.
36. EOF shown for low point at 0+60 is 972.0 but the nearby garage at lot 6 is at 972, please
revise.
37. EOF shown for low point at 0+60 is not the ultimate low point. The stormwater would
ultimately flow towards the forebay area, since this is below a 972.
38. Emergency overflow for pond is not stabilized with riprap or a turf reinforcement mat.
Please indicate where the drainage would go downstream of the infiltration basin.
39. The SWPPP states only 8 acres of disturbed area, however the Hydrocad modeling
shows 10 acres disturbed.
40. The SWPPP states 4.0 acres of impervious but the HydroCAD modeling only shown
3.64 acres.
41. No maintenance access was provided for the infiltration basin. Maintenance access must
have 8% maximum grade, 2% cross slope, and a Minimum width of 10’, and a
turnaround.
42. The grading plan should show grading in the northwestern side of site to verify that all
drainage area is going to basin 1575.
43. City preferred to have a 0.1’ drop across all manholes.
44. Provide utility crossings and profiles.
45. Reduce velocity to be below 15 ft/s for CBMH102-CBMH101.
46. Catch basin drainage map doesn’t include offsite drainage, as indicated in the proposed
drainage map.
47. Include a scale for catch basin drainage map.
48. Please include sump as pretreatment at last catch basin before the forebay.
49. The difference in impervious between SWPPP and HydroCAD do not match.
50. Exfiltration should be removed as a type of outlet in the HydroCAD model.
51. Please move pipe from CB108 to CBMH107 to be in center of easement.
52. A NURP basin is required in Rosemount, and is 4’ in depth, current plans show a basin
of 1’ depth.
53. An outlet control structure is required on all basins for Rosemount, see standard plates
for more information.
54. Both 4P and 5P drain offsite to the south, and increase rates in the proposed condition
for the 2/10/100 year storm events. The total flow should be reduced or match current
offsite conditions.
55. 8P now drains offsite to existing storm sewer, which did not plan for the additional
drainage. The city would request to tie 8P to CB 108.
Should you have any questions or comments regarding the items listed above, please contact me
at 651-322-2015.
Attached: WSB Doolin Heights Plan Review Memo, 4/2/2020