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Home My WebLink About6.h. Final Plat for Prestwick 19th E X E C U T I V E S U M M A R Y City Council Meeting: May 21, 2019 AGENDA ITEM: Request by Prestwick, LLC, for Final Plat Approval for Prestwick Place 19th Addition AGENDA SECTION: Consent PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 6.h. ATTACHMENTS: Final Plat Resolution; Subdivision Agreement; Site Location; Final Plat; Preliminary Plat; Grading Plan; Engineer’s Memo dated April 23, 2019; Parks and Recreation Memo dated April 17, 2019 APPROVED BY: LJM RECOMMENDED ACTION: 1. Motion to Adopt a Resolution Approving the Final Plat for Prestwick Place 19th Addition. 2. Motion to Approve the Subdivision Development Agreement for Prestwick Place 1 9th Addition and Authorizing the Mayor and City Clerk to enter into this Agreement. SUMMARY Applicant: Prestwick, LLC. (Scott Johnson) Comp. Guide Plan Designation: LDR – Low Density Residential Current Zoning: R-1-PUD Low Density Residential with the Prestwick Place Planned Unit Development (R-1: PUD) Gross Area: 21.848 Net Area: 11.525 Acres Lots/Units: 35 Single Family Lots Gross Density: 1.60 units/acre Net (Met Council) Density: 3.04 units/acre The City has received a Final Plat request from Prestwick, LLC for Prestwick Place 19th Addition to allow development of 35 single-family lots. The final plat is necessary to facilitate subdivision of the property into individual residential lots, outlots, and public streets. Staff finds the application consistent with the Prestwick Place 13th Addition Preliminary Plat (which covers this area) and recommends approval of this application subject to the conditions listed above. PLANNING COMMISSION ACTION The Planning Commission reviewed this request on April 23, 2019. The Commission voted unanimously to approve the request as part of the consent agenda. BACKGROUND The Planning Commission recommended approval of a preliminary plat and planned unit development (PUD) master development plan for Prestwick Place 13th Addition to allow 191 lots on 73 acres at its July 2 26, 2016 meeting. The City Council approved the preliminary plat and PUD plans at a later meeting with a slight reduction in the overall number of lots to 186. The applicant subsequently submitted a final plat for the first phase of development within the plat area, which was approved on September 6, 2017. The first phase was located along Akron Avenue in the far eastern portion of the preliminary plat area. The applicant requested and received approval for the second phase of development which shifted development to the far western portion of the project area for the second phase, rather than continuing development from the east to west. The primary reason for the revised phasing was to be able to construct a model home closer to Connemara Trail and provide more direct access into the development from Connemara Trail. This phase and the next are the final phases of development with the overall Prestwick Place 13th Addition preliminary plat area. The proposed final plat represents approximately half of the final development phases within the Prestwick 13th preliminary plat area, and would create 35 single-family lots on the eastern portion of the site adjacent to Prestwick Place 16th Addition. In addition to the residential lots, the applicant will be dedicating right-of-way completing Ashbrook Path running east to west in the middle of the overall development area, a small extension of the Ashford Path along the northern portion of the development and Ashfield Avenue connecting those two streets. Right-of-way for the initial segment of Ashdale Avenue is also provided in this Final Plat. The Prestwick Place 19th Addition final plat will maintain one large outlot reserved for the next phase of development. ISSUE ANALYSIS Legal Authority. 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. Land Use and Zoning. The subject property is guided LDR – Low Density Residential and zoned R-1, Low Density Residential with the Prestwick Place 13th Addition Planned Unit Development (PUD). As a result, the property is subject to all the standards of the R-1, Low Density Residential zoning districts as well as the standards for detached single family units contained in the PUD. The Prestwick Place 13th Addition PUD included several deviations from the base R-1 zoning; the most notable include the following: 1. Section 11-2-15 F. Single Family Detached Dwelling Garage Requirements: The home designs do not need to include an option for a three garage stall. 2. Section 11-4-5 F. 1. R-1 Minimum Lot Area: The minimum lot area shall be 8,600 square feet for interior lots and 10,200 square feet for corner lots. 3. Section 11-4-5 F. 2. R-1 Minimum Lot Width: The minimum lot width shall be 65 feet for interior lots and 80 feet for corner lots. 4. Section 11-4-5 F. 4. R-1 Minimum Front Yard Setback: The minimum front yard setback shall be 25 feet. 5. Section 11-4-5 F. 5. R-1 Minimum Side Yard Setback: The minimum side yard setback shall be 7.5 feet. 6. Section 11-4-5 F. 9. R-1 Maximum Lot Coverage: The maximum lot coverage shall be forty percent (40%) for lots less than 9,750 square feet in size and thirty-five percent (35%) for greater than 9,750 square feet. The final plat is consistent with the preliminary plat that was approved in 2016. Many of the other standards are addressed at the building permit stage when an individual site survey is reviewed by the City. Final Plat. Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This section of the Code outlines the two-step Preliminary and Final Plat process for land 3 subdivision. In this case, the preliminary plat was approved on September 6, 2016 consisting of 186 single family lots. The current application proposes to plat 35 single family lots for Prestwick Place 19th Addition and to dedicate the easements necessary to construct the storm water infiltration area within the overall development area. The developer has made some very minor modifications to the preliminary plat in order to accommodate wider easements over certain lots as required by the City Engineer. Taking these adjustments into account, the Prestwick Place 19th Addition Final Plat is consistent with the approved Prestwick Place 13th Addition Preliminary Plat. In conjunction with the final plat request, the developer is also proposing to vacate existing drainage and utility easements that were provided over this area. The existing blanket easement will then be replaced with easements as delineated on the final plat. Parks and Open Space. The Prestwick Place 19th Addition creates 35 buildable lots from 11.525 acres. Land was previously dedicated for Ailesbury Park; therefore, staff is recommending that the developer pay cash in lieu of land to fulfill the parks dedication requirement. The total amount to be provided is $119,000 (35 units x $3,400 per unit). Engineering All sidewalks and other public improvement depicted on the preliminary development plans are included on the attached submission materials. The City Engineer has provided a review memorandum for the proposed final plat, and all issues identified by the City Engineer must be addressed prior to the release of the final plat for recording. No issuance of significance was identified by the City Engineer. RECOMMENDATION The Planning Commission and staff are recommending approval of the final plat, subject to conditions, based on the information provided by the applicant and reviewed within this report CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2019-44 A RESOLUTION APPROVING THE FINAL PLAT FOR PRESTWICK PLACE 19th ADDITION WHEREAS, Prestwick, LLC, 350 Highway 7, Suite 125, Excelsior, MN (Applicant) has submitted an application to the City of Rosemount for a Final Plat concerning property legally described as follows: Outlot A and Outlot B, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. WHEREAS, on April 23, 2019, the Planning Commission of the City of Rosemount reviewed the Final Plat for Prestwick Place 19th Addition; and WHEREAS, on April 23, 2019, the Planning Commission recommended approval of the Final Plat for Prestwick Place 19th Addition, subject to conditions; and WHEREAS, on May 21, 2019, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations and the Final Plat for Prestwick Place 19th Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Final Plat for Prestwick Place 19th Addition, subject to the following conditions: 1.Execution of a subdivision agreement 2.Drainage and utility easements with storm sewer infrastructure, except ponding or infiltration areas, may contain fences, but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. 3. Provision of $14,190 for Landscaping Surety 4. Provision of $119,000 for Fee-in-Lieu of Park Dedication 5.Compliance with the conditions and standards within the City Engineer’s Memorandum dated April 23, 2019. ADOPTED this 21st day of May 2019, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx SUBDIVISION AGREEMENT Prestwick Place 19th Addition AGREEMENT dated this ________ day of ________________________, 2019, by and between the CITY OF ROSEMOUNT, a Minnesota municipal corporation, (the "City"), and PRESTWICK, 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 Prestwick Place 19th Addition, 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. Incorporation of recommendations of the City Engineer concerning design and installation of public infrastructure and including grading, erosion control, streets and utilities. b. Execution of a Subdivision or Development Agreement to secure the public and private improvements. c. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. d. Incorporation of any easements necessary to accommodate drainage, ponding, trails, underpasses, conservation areas, streets and utilities. e. Payment of $145,649 for the Developer’s share of Connemara Trail extension project, as indicated on ATTACHMENT TWO. f. Payment of $3,207 for the Developer’s share of the construction of Akron Avenue, as indicated on ATTACHMENT TWO. 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, Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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 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 City Engineer at Developer’s expense. The City Engineer will prepare plans and specifications for Public Improvements and will perform all construction administration for the Public Improvements, all at Developer expense. Construction administration includes but is not limited to inspection, documentation, as-builts, surveying, field staking, testing 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 Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 7. Time of Performance. The Developer shall install all required improvements enumerated in Paragraph 6 that will serve the subject property by December 31, 2019, 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. 8. City-Installed Public Infrastructure. The following improvements, hereinafter referred to as “City- Installed Public Infrastructure Improvements” (known as City Project 2019-09), 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 One Million, One Hundred Eleven Thousand, One Hundred Thirty-Eight Dollars ($1,111,138). The amount of the security was calculated as follows: Cost 110% Grading & Erosion Control $76,475 $84,123 Pond Restoration and Erosion Control Removal $25,000 $27,500 Survey Monumentation $17,500 $19,250 Landscaping (43 trees) $12,900 $14,190 Street Lighting (3 lights) $12,000 $13,200 Buffer Monumentation (4 signs) $200 $220 Cost 125% Surface Improvements $362,208 $452,760 Water Main Improvements $155,023 $193,779 Sanitary Sewer Improvements $141,988 $177,485 Storm Sewer Improvements $102,905 $128,631 Total $906,199 $1,111,138 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. Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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 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. After 24 hours 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. Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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 prepared by the City Engineer for Developer Improvements that are 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 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 remaining estimated City fees of $128,911 shall be deposited with the City at the time this Agreement is signed, and represent the following amounts: $114,319 Engineering Fees (15% of estimated construction cost) ($40,000) Fees paid to-date (received 03/27/19) $2,000 Attorney Fees $38,106 City Fees (5% of estimated construction cost) $2,160 Street Light Energy Cost $2,100 GIS Fees $10,226 Seal Coating $128,911 Total Amount Due Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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 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 for 24-months at a cost of $30/month/light. After that, the City will assume the energy costs. F. The Developer will pay the cost of sealcoating the streets within the development at a cost of $1.70/SY. The sealcoating will be completed within three (3) years following wear course placement. G. The Developer will pay the cost of fog sealing the 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. 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 $119,000 B. Storm Sewer Trunk Area Charges in the amount of $78,330 C. Sanitary Sewer Trunk Area Charges in the amount of $12,384 D. Watermain Trunk Area Charges in the amount of $74,880 E. Akron Avenue assessment in the amount of $3,207 F. Connemara Trail assessment in the amount of $145,649 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). Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 21. 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. 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. 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. Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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. 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: Prestwick, LLC 350 Hwy 7, Suite 125 Excelsior, MN 55331 952-898-2266 sjohnson@arcondevelopment.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 Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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 _____________________, 2019, 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 PRESTWICK, LLC BY: Its STATE OF MINNESOTA ) ) SS COUNTY OF _____________) The foregoing instrument was acknowledged before me this day of ______________________, 2019 by __ _, its __________________________, of Prestwick, LLC, a Minnesota limited liability company, on behalf of said company. Notary Public Drafted By: City of Rosemount 2875 145th Street West Rosemount, MN 55068 Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx 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. 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). Buffer Monumentation – An amount equal to 110% of the cost to manufacture and install the necessary buffer monumentation signs around all ponds and wetlands ($50 per sign has been used to calculate this cost). Park Equipment – An amount equal to 110% of the cost of improvements agreed upon to be completed in the park areas. Wetland Monitoring – An amount equal to 110% of the cost to hire a wetland specialist to monitor the mitigation areas for 5 years to ensure their proper creation. This wetland specialist will be hired by the City. Wetland Restoration/Mitigation – An amount equal to 110% of the cost to develop new wetlands should the mitigation not be effective ($20,000 per acre of mitigation). Prestwick Place 19th EXHIBIT B (Page 1 of 2) No.Item Cost 110%Calculation 1 Grading and Erosion Control 76,475$ 84,123$ $3500/ac x 21.85ac Minimum $25,000 2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000 3 Survey Monumentation 17,500$ 19,250$ $500/lot x 35 lots 4 Landscaping 12,900$ 14,190$ Per City Planner, 43 trees x $300 5 Street Lights 12,000$ 13,200$ 3 lights x $4000/light 6 Buffer Monumentation 200$ 220$ 4 signs x $50/sign 7 Surface Improvements 362,208$ 452,760$ 125% 8 Water Main Improvements 155,023$ 193,779$ 125% 9 Sanitary Sewer Improvements 141,988$ 177,485$ 125% 10 Storm Sewer Improvements 102,905$ 128,631$ 125% Total 906,199$ 1,111,138$ No.Item Cost Estimated Construction Cost 762,124$ 1 Engineering Fees 114,319$ 2 Deposit (40,000)$ 3 Attorney Fees 2,000$ 4 5% City Administrative Fees 38,106$ 5 Street Light Energy Cost 2,160$ 6 GIS Fees 2,100$ 7 Trail Fog Seal -$ 8 Seal Coating 10,226$ Total 128,911$ No.Item Cost 1 Storm Sewer Trunk Charge 78,330$ 2 Sanitary Sewer Trunk Charge 12,384$ 3 Water Trunk Charge 74,880$ 4 Park Dedication 119,000$ 5 Connemara Trail Assessment 145,649$ 6 Akron Avenue Assessment 3,207$ Total 433,450$ Estimate 5% of Estimated Construction Cost 3 lights x 24 months x $30/month $60/unit x 35 units N/A Received 03/27/19 Letter of Credit for Developer Improvements (due with signed agreement) City Fees (due with signed agreement) Calculation Engineer Estimation 15% of Estimated Construction Cost $6500/acre x 11.52 acres $1.70/SY x (1805 LF x 30')/9 Development Fees (due with signed agreement) Calculation $6865/net developable acre 11.41 acres $1075/acre x 11.52 acres 35 units x .04 x $85,000 ($3,400 per lot) See Attachment Two See Attachment Two Block Lots Units Block Lot Units SQ FT Acres 1 5 5 1 1 1 17,458.894 0.401 2 9 9 1 2 1 16,877.260 0.387 3 12 12 1 3 1 16,761.641 0.385 4 2 2 1 4 1 17,146.452 0.394 5 7 7 1 5 1 16,507.594 0.379 2 1 1 10,819.122 0.248 2 2 1 12,536.260 0.288 Total 35 35 2 3 1 10,962.016 0.252 2 4 1 9,962.423 0.229 Total Plat Area =21.85 acres 2 5 1 9,916.294 0.228 Total Park Area 0.00 acres 2 6 1 9,553.991 0.219 Future Plat Area =10.32 acres 2 7 1 14,252.352 0.327 Developable Area =11.52 acres *2 8 1 9,542.321 0.219 Ponding to HWL = 0.11 acres 2 9 1 11,095.740 0.255 Net Developable Area =11.41 acres 3 1 1 15,768.191 0.362 3 2 1 9,159.964 0.210 * Excludes future plat and park areas 3 3 1 10,618.551 0.244 3 4 1 11,759.996 0.270 3 5 1 9,926.597 0.228 3 6 1 9,435.897 0.217 3 7 1 9,210.938 0.211 3 8 1 9,275.440 0.213 3 9 1 9,306.764 0.214 3 10 1 9,111.384 0.209 3 11 1 9,459.249 0.217 3 12 1 10,112.044 0.232 4 1 1 10,219.370 0.235 4 2 1 10,723.802 0.246 5 1 1 12,108.529 0.278 5 2 1 8,970.205 0.206 5 3 1 8,470.888 0.194 5 4 1 10,673.054 0.245 5 5 1 9,903.945 0.227 5 6 1 9,881.691 0.227 5 7 1 9,865.790 0.226 Right-of-Way 104,667.663 2.403 Outlot A 449,657.130 10.323 Total Boundary 951,679.440 21.848 Sealcoat LF 1,805 Prestwick Place 19th EXHIBIT B (Page 2 of 2) Totals Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx ATTACHMENT ONE Prestwick Place 19th Addition Final Plat 6 0 I N S E T100100SOUTHWEST CORNER OFSEC. 22, TWP. 115, RGE. 19NORTHWEST CORNER OFSEC. 27, TWP. 115, RGE. 19SOUTH LINE OF THE WEST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19WEST LINE OF THE EAST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19DRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT A260.68N22°51'53"W108.29R=270.00Δ=22°58'47"102.62N22°53'42"W68.62S89°54'55"EN68°45'09"E65.00 S16° 3 3 ' 0 3 " W 31.54 S0°18'11"W 164.14Δ (SEE SHEET 2 OF 2)NORTHERLY L INE OF OUTLOT A ,PRESTWICK PLACE 15TH ADD IT ION 6060606060866.19Δ3214N0°05'18"W 465.82 N67°08'07"E 813 .745432124653OUTLOT A89114791012867513221437561215C. BRG .=S67°24 '41"WCH=17.53Δ=0°15'11"R=3970.00L=17.53N85°17'06"W203.86S4°42'54"W 54.90 ΔΔ130.33S85°17'06"E130.00N75°14'25"E329.00606060Δ=3°23'46"24.29DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.DENOTES DAKOTA COUNTY C.I.M. FOUNDTHE NORTHERLY LINE OF OUTLOT A, PRESTWICK PLACE16TH ADDITION HAS AN ASSUMED BEARING OF N67°08'07"ENO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION,INDICATES A PLAT MONUMENT WILL BE SET AND SHALL BE IN PLACE WITHINONE YEAR OF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE 1/2INCH BY 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 19086.22VICINITY MAPSITE27KNOW ALL PERSONS BY THESE PRESENTS: That Prestwick LLC, a Minnesota limited liability company, owner of the following described property:Outlot A, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.Outlot B, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, EXCEPT that part which lies within the West Half of the Southwest Quarter of Section 22, Township 115,Range 19, Dakota County, Minnesota.That part of Outlot B, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, which lies within the West Half of the Southwest Quarter of Section 22, Township 115, Range19, Dakota County, Minnesota.Has caused the same to be surveyed and platted as PRESTWICK PLACE 19TH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.In witness whereof said Prestwick LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ___________________________________________, its PresidentDean Scott JohnsonSTATE OF MINNESOTACOUNTY OF____________________The foregoing instrument was acknowledged before me this ______ day of ________________, 20 ______, by Dean Scott Johnson, President of Prestwick LLC, a Minnesota limited liability company, on behalf of the limitedliability company._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________I, Russell P. Damlo, 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 boundarysurvey; 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 definedin 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 ________ of ____________________, 20 ____.____________________________________Russell P. Damlo, Land SurveyorMinnesota License No. 19086STATE OF MINNESOTACOUNTY OF____________________The foregoing surveyor's certificate was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, STATE OF MINNESOTAApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of _____________________, 20 ______.___________________________________ChairCITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTAThis 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 MinnesotaStatutes, Section 505.03, Subd. 2._______________________________ _____________________________________Mayor City ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI 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 B. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS,COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant 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 nodelinquent taxes and transfer entered on this ___________ day of ______________________, 20 _____._____________________________________Joel T. Beckman, DirectorDepartment of Property Taxation and RecordsREGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 19TH ADDITION was filed in the office of the Registrar of Titles for public record on this _______ day of ___________________, 20 _____, at _____ o'clock ___. M., andwas duly filed in Book ______________________________ of Plats, Page _______________________, as Document Number _________________________._____________________________________Joel T. Beckman, Registrar of TitlesCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 19TH 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 on Page ______________________ as Document Number _________________________._____________________________________Joel T. Beckman, County Recorder 35412212111234567891011124876539765432260.68N22°51'53"WS22°51'53"E260.29S22°51'53"E258.8376.1684.9188.7769.9768.2869.5135.5740.08105.03Δ=1°14'21"87.1642.62Δ=14°04'50"81.10Δ=8°53'58"51.2615.1845.37Δ=0°59'00" 27.00 Δ=2°43'27"74.81Δ=1°56'13"53.1920.51109.8590.3839.69Δ=6°03'14"93.73Δ=14°17'45"86.89Δ=13°15'08"Δ=0°58'01"67.00Δ=0°52'44"60.8965.0367.0365.0347.3530.45Δ=1°04'06"67.76Δ=2°22'36"62.70Δ=2°11'58"5.15125.2163.7422.40Δ=0°49'06"Δ =2 °3 0 '0 9 " 6 8 .5 0Δ=2 °31'21" 6 9 .0 5 Δ =3 °2 0 '0 7 " 91.3 0142.6880.47 63.39 63.30 84.3664.0173.6426.5087.78Δ=1°44'34" 47.70 Δ =11°5 7 '0 8 " 6 8.4 7 Δ=18°27'59"105.78Δ=30°25'07"142.4071.27 Δ =2°30'27"6 5.7 9 Δ =2°18 '5 4 " 6 7.19 Δ =2 °21'51" 6 4 .4 0 Δ =2 °15 '5 7 " 6 5 .7 9 Δ =2 °18 '5 4 " 38.26 Δ=1°20'46"67.0067.0052.08Δ=1°50'10"13.96Δ=8°15'03"62.74Δ=8°15'03"62.7484.0181.7070.4751.4115.78 67.0656.72 12.8165.186.4271.57104.5641.16N5°33'35"W107.75S4°23'54"E91.0330.00128.68S22°51'53"E256.91S22°51'53"E254.93 N89°54'55"W 140.00 S89°06'05"W 139.79 S86°22'39"W 136.99 N84°26'25"E130.00N25°54'34 "W136.30S15°38'47"E133.01S7°23'44"E131.07N5°33'35"W136.44S5°33'35"E139.88S5°33'35"E136.99S4°12'49"E135.36N1°53'55"W140.83S0°22'02"W154.60N2°43'53"E179.03N5°02'46"E130.00N4°29'26"E130.00N0°17'01"E138.69N2°14'20"W132.40N4°44'29"W125.06N89°01'00"E 138.51 N86°38'23"E 141.69 S24°33'39"E150.00S65°26'21"W75.45Δ=2°05'44"R=4000.00146.29Δ=22°58'47"R=300.00120.32Δ=5°38'40"R=1603.48157.96Δ=18°20'15"R=405.67129.84Δ=30°25'07"R=298.21158.32Δ =13 °0 6 '4 8 " R =15 9 8.3 8 3 6 5 .8 2 Δ=1°39'57"116.29Δ=0°25'47"30.00 Δ =2°50'19" 79.19 Δ =10 °16 '2 9 " 2 8 6 .6 3 28.04S4°42'54"W172.97N5°33'35"W160.36S84°26'25"W214.12N0°05'05"E60.55N22°53'42"W72.51120.3893.74329.00N67°08'07"ES22°51'53"E253.00S65°26'21"W126.46N25°54'01"W144.93S2°13'56"W85.46S0°05'05"W227.03145.11S75°44'57"WCH. BRG.=N16°51'20"WCH=106.40Δ=30°06'00"R=204.88 L=107.63CH. BRG.=S58°28'14"WCH=99.79Δ=15°15'52"R=375.67 L=100.09S23°53'50"E207.07N79°50'10"E287.59139.56 N86°54'40"E N82°59'39"E77.99N78°08'47"E77.99N73°17'54"E77.998 7 . 1 3 N 5 1 ° 5 2 ' 3 1 "W 70.00 N83°40'21"W S64°07'08"W75.44218.68S22°51'53"E57.96R=409.76Δ=8°06'18"130.00N75°14'25"ES85°17'06"E 130.33 54.90S4°42'54"WN85°17'06"W 203.86 164.14S0°18'11"W31.54S16°33'03"W65.00N68°45'09"ES89°54'55"E 68.62L=17.53Δ=0°15'11"CH. BRG.=S67°24'41"WCH=17.53102.62N22°53'42"W108.29R=270.00Δ=22°58'47"N0°05'05"E 13.19 S81°11'07"W145.7330.0072.6230.0130.0165.0067.0065.0065.0067.0030.0030.0030.0030.00 30.00 30.00 27.69R=525.89Δ=3°00'59"ASHFORD PATHASHFIELD AVENUEASHBROOK PATHASHDALE AVENUE30303030 3030303030303030303030 30 3030 10101243510.016.89303030117130117117DRAINAGE AND UTILITY EASEMENT130130.00117.004.13147.07BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOTLINES, UNLESS OTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSDENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.ARE SHOWN THUS551010 INSETNO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENTWILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAROF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086. Prestwick Place 19th Addition May / 2019 G:\ENGPROJ\2019-09 Prestwick Place 19th\Subdivisionagreement 2019-09.docx ATTACHMENT TWO Cost Share Table Tract Owner Acre (Feasibility) Acre (Exhibit D) Acre (Developable Platted Area) Akron Avenue CR 42 Access Connemara Trail West of Akron Avenue Connemara Trail East of Akron Avenue Street 4 (Aldborough Ave) Street 8 (Albany Ave) Street 9-Pink (Ailesbury Ave) Street 9- Green (Ailesbury Ave) Street 14 (Abbeyfield Ave) Street 16 (Addison Ave) Street 17 (Adalyn Ave) Total Assessment 269.49 195.55 268.06 $96,751 $769,665 $2,094,892 $1,197,267 $94,553 $500,610 $151,938 $45,590 $556,463 $382,036 $415,860 $6,305,625 Tract Development Acre (Feasibility) Acre (Exhibit D) Acre* (Developable Platted Area) Akron Avenue CR 42 Access Connemara Trail West of Akron Avenue Connemara Trail East of Akron Avenue Street 4 (Aldborough Ave) Street 8 (Albany Ave) Street 9-Pink (Ailesbury Ave) Street 9- Green (Ailesbury Ave) Street 14 (Abbeyfield Ave) Street 16 (Addison Ave) Street 17 (Adalyn Ave) Total Assessment 0.00 0.00 117.38 $32,678 $0 $1,484,049 $0 $0 $0 $0 $0 $0 $0 $0 $1,516,728 $0 $0 $0 $0 $0 $0 $0 $163,1997BPRESTWICK PLACE 13TH ADDITION ------12.63 $3,516 $0 $159,683 $0 $0 $0 $0 $0 7B PRESTWICK PLACE 4TH ADDITION ------10.03 $2,792 $0 $126,810 $0 $13,409 $32,181 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $129,603 $0 $12,643.12 $0 $0 $0 $0COST PER ACRE ------$278.40 19.18 --- --- --- $0 $0 $0 $0 $0 $398,195 $0 $0 $0 $207,822 $0 $0 $0 $208,038 $0 $0 $179,916 $0 $332,977 $0$0 $0 $0 $0 $0 $37,984 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 TOTAL $371,470 $0 $0 $0 $210,056 7B ARCON DEVELOPMENT INC.117.096 $32,678 $1,484,049 $0 16.22 117.13 7A ARCON DEVELOPMENT INC.16.217 $4,526 $205,531 $0 $0 $0 $598,187 $0 6 AKRON 42 LLC 29.513 $19,017 $988,674 5 US HOME CORPORATION 15.072 $3,746 $34,196 $104,362 $0 $1,516,728 $596,396 4B US HOME CORPORATION 7.912 $1,967 $17,951 $54,785 $0 $0 $254,618 $136,740 $0 $0 $202,120$04ADAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY 19.748 $4,908 $44,806--- $0 $350,343 $0$55,752 $607,417 2 US HOME CORPORATION 28.329 $7,041 $64,275 $196,157 $222,256 $0 $0 $223,486 $0 15.68 27.34 $38,801 $0 $0 $0 $0 $0 $0 $0 Prestwick Place Cost Sharing 1 US HOME CORPORATION 15.458 $3,842 $35,072 $107,035 $278,354 $113,953 $822,182 3 AKRON 42 LLC 20.146 $19,026 $209,012 $0 $959,210 $0 $0 $0 $12,922$0 $0 $0 $159,064 7B FUTURE FINAL PLAT ------$2,889 $0 $131,210 $0 $0 7B PRESTWICK PLACE 2ND ADDITION ------$3,427 $012.31 $155,637 $0 $134,09910.38 $0 TOTAL 14.74 28.29 19.18 19.75 7.91 15.07 29.52 $0 Tract 7B: ARCON DEVELOPMENT INC. 16.22 117.38 $0 $0 $0 $0 $0 $0 $27,0067BPRESTWICK PLACE 5TH ADDITION ------2.09 $582 $0 $26,424 $0 $0 $0 $0 $0 $0 $0 $0 $148,5977BPRESTWICK PLACE 8TH ADDITION ------11.50 $3,202 $0 $145,396 $0 $0 $0 $0 $0 $0 $0 $0 $113,8397BPRESTWICK PLACE 12TH ADDITION ------8.81 $2,453 $0 $111,386 $0 $0 $0 $0 $0 $0 $0 $0 $226,1277BPRESTWICK PLACE 14TH ADDITION ------17.50 $4,872 $0 $221,255 $0 $0 $0 $0 $0 $0 $0 $0 $181,4447BPRESTWICK PLACE 15TH ADDITION ------14.04 $3,909 $0 $177,535 $0 $0 $0 $0 $0 $0 $0 $0 $84,8947BPRESTWICK PLACE 16TH ADDITION ------6.57 $1,829 $0 $83,065 $0 $0 $0 $0 $0 $0 $0 $0 $148,8567BPRESTWICK PLACE 19TH ADDITION ------11.52 $3,207 $0 $145,649 $0 6 0 I N S E T100100SOUTHWEST CORNER OFSEC. 22, TWP. 115, RGE. 19NORTHWEST CORNER OFSEC. 27, TWP. 115, RGE. 19SOUTH LINE OF THE WEST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19WEST LINE OF THE EAST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19DRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT A260.68N22°51'53"W108.29R=270.00Δ=22°58'47"102.62N22°53'42"W68.62S89°54'55"EN68°45'09"E65.00 S16° 3 3 ' 0 3 " W 31.54 S0°18'11"W 164.14Δ (SEE SHEET 2 OF 2)NORTHERLY L INE OF OUTLOT A ,PRESTWICK PLACE 15TH ADD IT ION 6060606060866.19Δ3214N0°05'18"W 465.82 N67°08'07"E 813 .745432124653OUTLOT A89114791012867513221437561215C. BRG .=S67°24 '41"WCH=17.53Δ=0°15'11"R=3970.00L=17.53N85°17'06"W203.86S4°42'54"W 54.90 ΔΔ130.33S85°17'06"E130.00N75°14'25"E329.00606060Δ=3°23'46"24.29DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.DENOTES DAKOTA COUNTY C.I.M. FOUNDTHE NORTHERLY LINE OF OUTLOT A, PRESTWICK PLACE16TH ADDITION HAS AN ASSUMED BEARING OF N67°08'07"ENO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION,INDICATES A PLAT MONUMENT WILL BE SET AND SHALL BE IN PLACE WITHINONE YEAR OF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE 1/2INCH BY 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 19086.22VICINITY MAPSITE27KNOW ALL PERSONS BY THESE PRESENTS: That Prestwick LLC, a Minnesota limited liability company, owner of the following described property:Outlot A, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota.Outlot B, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, EXCEPT that part which lies within the West Half of the Southwest Quarter of Section 22, Township 115,Range 19, Dakota County, Minnesota.That part of Outlot B, PRESTWICK PLACE 16TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, which lies within the West Half of the Southwest Quarter of Section 22, Township 115, Range19, Dakota County, Minnesota.Has caused the same to be surveyed and platted as PRESTWICK PLACE 19TH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.In witness whereof said Prestwick LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ___________________________________________, its PresidentDean Scott JohnsonSTATE OF MINNESOTACOUNTY OF____________________The foregoing instrument was acknowledged before me this ______ day of ________________, 20 ______, by Dean Scott Johnson, President of Prestwick LLC, a Minnesota limited liability company, on behalf of the limitedliability company._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________I, Russell P. Damlo, 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 boundarysurvey; 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 definedin 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 ________ of ____________________, 20 ____.____________________________________Russell P. Damlo, Land SurveyorMinnesota License No. 19086STATE OF MINNESOTACOUNTY OF____________________The foregoing surveyor's certificate was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, STATE OF MINNESOTAApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of _____________________, 20 ______.___________________________________ChairCITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTAThis 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 MinnesotaStatutes, Section 505.03, Subd. 2._______________________________ _____________________________________Mayor City ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI 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 B. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS,COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant 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 nodelinquent taxes and transfer entered on this ___________ day of ______________________, 20 _____._____________________________________Joel T. Beckman, DirectorDepartment of Property Taxation and RecordsREGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 19TH ADDITION was filed in the office of the Registrar of Titles for public record on this _______ day of ___________________, 20 _____, at _____ o'clock ___. M., andwas duly filed in Book ______________________________ of Plats, Page _______________________, as Document Number _________________________._____________________________________Joel T. Beckman, Registrar of TitlesCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 19TH 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 on Page ______________________ as Document Number _________________________._____________________________________Joel T. Beckman, County Recorder 35412212111234567891011124876539765432260.68N22°51'53"WS22°51'53"E260.29S22°51'53"E258.8376.1684.9188.7769.9768.2869.5135.5740.08105.03Δ=1°14'21"87.1642.62Δ=14°04'50"81.10Δ=8°53'58"51.2615.1845.37Δ=0°59'00" 27.00 Δ=2°43'27"74.81Δ=1°56'13"53.1920.51109.8590.3839.69Δ=6°03'14"93.73Δ=14°17'45"86.89Δ=13°15'08"Δ=0°58'01"67.00Δ=0°52'44"60.8965.0367.0365.0347.3530.45Δ=1°04'06"67.76Δ=2°22'36"62.70Δ=2°11'58"5.15125.2163.7422.40Δ=0°49'06"Δ =2 °3 0 '0 9 " 6 8 .5 0Δ=2 °31'21" 6 9 .0 5 Δ =3 °2 0 '0 7 " 91.3 0142.6880.47 63.39 63.30 84.3664.0173.6426.5087.78Δ=1°44'34" 47.70 Δ =11°5 7 '0 8 " 6 8.4 7 Δ=18°27'59"105.78Δ=30°25'07"142.4071.27 Δ =2°30'27"6 5.7 9 Δ =2°18 '5 4 " 6 7.19 Δ =2 °21'51" 6 4 .4 0 Δ =2 °15 '5 7 " 6 5 .7 9 Δ =2 °18 '5 4 " 38.26 Δ=1°20'46"67.0067.0052.08Δ=1°50'10"13.96Δ=8°15'03"62.74Δ=8°15'03"62.7484.0181.7070.4751.4115.78 67.0656.72 12.8165.186.4271.57104.5641.16N5°33'35"W107.75S4°23'54"E91.0330.00128.68S22°51'53"E256.91S22°51'53"E254.93 N89°54'55"W 140.00 S89°06'05"W 139.79 S86°22'39"W 136.99 N84°26'25"E130.00N25°54'34 "W136.30S15°38'47"E133.01S7°23'44"E131.07N5°33'35"W136.44S5°33'35"E139.88S5°33'35"E136.99S4°12'49"E135.36N1°53'55"W140.83S0°22'02"W154.60N2°43'53"E179.03N5°02'46"E130.00N4°29'26"E130.00N0°17'01"E138.69N2°14'20"W132.40N4°44'29"W125.06N89°01'00"E 138.51 N86°38'23"E 141.69 S24°33'39"E150.00S65°26'21"W75.45Δ=2°05'44"R=4000.00146.29Δ=22°58'47"R=300.00120.32Δ=5°38'40"R=1603.48157.96Δ=18°20'15"R=405.67129.84Δ=30°25'07"R=298.21158.32Δ =13 °0 6 '4 8 " R =15 9 8.3 8 3 6 5 .8 2 Δ=1°39'57"116.29Δ=0°25'47"30.00 Δ =2°50'19" 79.19 Δ =10 °16 '2 9 " 2 8 6 .6 3 28.04S4°42'54"W172.97N5°33'35"W160.36S84°26'25"W214.12N0°05'05"E60.55N22°53'42"W72.51120.3893.74329.00N67°08'07"ES22°51'53"E253.00S65°26'21"W126.46N25°54'01"W144.93S2°13'56"W85.46S0°05'05"W227.03145.11S75°44'57"WCH. BRG.=N16°51'20"WCH=106.40Δ=30°06'00"R=204.88 L=107.63CH. BRG.=S58°28'14"WCH=99.79Δ=15°15'52"R=375.67 L=100.09S23°53'50"E207.07N79°50'10"E287.59139.56 N86°54'40"E N82°59'39"E77.99N78°08'47"E77.99N73°17'54"E77.998 7 . 1 3 N 5 1 ° 5 2 ' 3 1 "W 70.00 N83°40'21"W S64°07'08"W75.44218.68S22°51'53"E57.96R=409.76Δ=8°06'18"130.00N75°14'25"ES85°17'06"E 130.33 54.90S4°42'54"WN85°17'06"W 203.86 164.14S0°18'11"W31.54S16°33'03"W65.00N68°45'09"ES89°54'55"E 68.62L=17.53Δ=0°15'11"CH. BRG.=S67°24'41"WCH=17.53102.62N22°53'42"W108.29R=270.00Δ=22°58'47"N0°05'05"E 13.19 S81°11'07"W145.7330.0072.6230.0130.0165.0067.0065.0065.0067.0030.0030.0030.0030.00 30.00 30.00 27.69R=525.89Δ=3°00'59"ASHFORD PATHASHFIELD AVENUEASHBROOK PATHASHDALE AVENUE30303030 3030303030303030303030 30 3030 10101243510.016.89303030117130117117DRAINAGE AND UTILITY EASEMENT130130.00117.004.13147.07BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOTLINES, UNLESS OTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSDENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.ARE SHOWN THUS551010 INSETNO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENTWILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAROF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086. CONNEMARA TRAIL140TH STREETAUBURN AVENUEADELAIDE AVENUEABERCORN AVENUE141ST STREET WESTABBE Y F I E L D A V E N U E 141STSTREET WESTCO U N T Y R O A D N O . 7 3 AKR O N A V E N U E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENTL8 B512,578 SFL1 B911,814 SFL6 B69,218 SFL38 B147,992 SFL4 B411,200 SFL6 B411,209 SFL7 B416,725 SFL5 B411,200 SFL1 B426,703 SFL3 B411,200 SFL2 B411,200 SFL12 B514,222 SFL13 B515,173 SFL19 B59,520 SFL1 B511,987 SFL2 B59,145 SFL3 B59,045 SFL5 B59,045 SFL4 B59,045 SFL6 B59,311 SFL7 B510,336 SFL9 B512,102 SFL10 B510,049 SFL11 B510,355 SFL23 B512,951 SFL22 B510,472 SFL21 B510,027 SFL20 B59,412 SFL16 B59,404 SFL18 B59,323 SFL14 B59,041 SFL 3 B311,007 SFL 4 B38,613 SFL 10 B314,382 SFL 7 B38,775 SFL 6 B38,775 SFL 5 B38,775 SFL 13 B315,765 SFL 1 B38,977 SFL 2 B310,055 SFL 14 B312,489 SFL 15 B315,866 SFL 16 B312,042 SFL 9 B310,711 SFL 23 B310,109 SFL 18 B315,104 SFL 17 B313,741 SFL 19 B311,792 SFL 20 B39,893 SFL 21 B310,633 SFL 22 B310,338 SFL 26 B310,633 SFL 24 B310,789 SFL 25 B310,560 SFL 27 B314,691 SFL2 B212,579 SFL1 B212,466 SFL3 B210,112 SFL4 B29,459 SFL5 B29,111 SFL8 B29,211 SFL11 B211,760 SFL9 B29,436 SFL10 B29,927 SFL7 B29,275 SFL6 B29,307 SFL1 B113,384 SFL2 B115,437 SFL3 B117,813 SFL4 B126,890 SFL5 B120,259 SFL9 B117,123 SFL11 B118,036 SFL10 B117,659 SFL7 B117,234 SFL8 B118,012 SFL14 B117,110 SFL17 B118,123 SFL16 B117,208 SFL15 B116,174 SFL13 B116,917 SFL12 B116,717 SFL20 B117,925 SFL22 B116,864 SFL21 B116,335 SFL19 B117,452 SFL18 B117,143 SFL23 B117,499 SFL28 B117,457 SFL26 B117,888 SFL27 B116,930 SFL25 B117,244 SFL24 B116,608 SFL29 B116,871 SFL30 B117,781 SFL31 B117,131 SFL32 B116,492 SFL33 B117,370 SFL52 B123,704 SFL47 B110,400 SFL50 B114,083 SFL49 B111,963 SFL48 B110,400 SFL45 B110,400 SFL46 B110,400 SFL44 B110,855 SFL51 B118,775 SFL53 B125,989 SFL43 B111,835 SFL42 B113,832 SFL41 B118,114 SFL40 B127,556 SFL39 B145,691 SFL36 B126,154 SFL37 B135,259 SFL35 B122,255 SFL34 B117,355 SFL10 B913,309 SFL11 B914,681 SFL12 B910,489 SFL8 B99,100 SFL14 B99,100 SFL15 B99,100 SFL13 B99,764 SFL16 B99,100 SFL6 B99,100 SFL4 B99,876 SFL3 B99,691 SFL2 B99,382 SFL18 B98,969 SFL17 B99,404 SFL7 B99,100 SFL5 B99,043 SFL1 B813,988 SFL5 B89,380 SFL4 B89,380 SFL14 B215,768 SFL1 B614,743 SFL8 B69,217 SFL7 B611,734 SFL4 B610,724 SFL5 B610,219 SFL3 B69,154 SFL17 B59,009 SFL15 B59,491 SFL 11 B313,606 SFL7 B811,096 SFL6 B810,540 SFL13 B810,962 SFL 12 B313,268 SFL 8 B39,534 SFL1 B712,358 SFL6 B79,882 SFL12 B79,967 SFL6 B116,473 SFL12 B210,619 SFL15 B215,008 SFL2 B69,650 SFL10 B78,970 SFL7 B79,904 SFL4 B712,295 SFL5 B79,866 SFL3 B78,775 SFL8 B710,673 SFL9 B78,471 SFL11 B712,109 SFL2 B79,920 SFL13 B710,736 SFL10 B89,554 SFL11 B89,916 SFL12 B89,962 SFL14 B812,536 SFL15 B810,819 SFL2 B89,174 SFL9 B814,252 SFL3 B89,082 SFL8 B89,542 SFL9 B99,075 SFL13 B29,160 SFAILESBURY AVENUE 140TH STREETASHFORD PATHAS H F O R D P A T H ABB E Y F I E L D A V E N U E ASH F I E L D A V E N U E AS H D A L E A V E N U EASHBROOK PATHAILESBURY AVENUE ASHFORD PATHABERCORN AV E N U E ASHBROOK PATH609595 6060606060 60 606060606060 60 60606060606060 60606060L34 B341,846 SF140TH COURT141.495.0140.495.0 170.571.8 136.5 247.855.6142.3252.758.548.0 114.2251.633.132.496.565.0255.365.1259.267.167.0262.6 65.0263.965.067.0262.967.069.0259.569.1254.956.98.365.067.0250.167.269.0246.938.930.265.0252.465.367.0260.567.5264.069.169.0262.8 67.0258.045.621.670.2252.870.465.0250.865.1252.657.110.067.0254.669.069.065.0256.465.067.0258.367.069.0260.140.728.365.0260.765.067.0260.267.0258.78.156.965.0256.769.069.0254.767.067.0252.865.065.0250.769.069.0249.820.043.875.2116.6268.158.4131.8316 . 858.4167.24 1 1 . 358.4126.1114. 024.74 1 7 . 058.489.4165. 4360.658.4166. 1251.258.4121. 7193.258.4101. 5165.758.4 86.8160.016.9 43.2 160.067.8 67.8160.065.0 65.0160.065.0 65.0160.065.0 65.0166.444.6 15.3 160.088.5195.95 8.3 103. 5258.45 8 . 3 126. 1 242.358.348.547.514.0 90.565.3156.4131.4 65.0 65.0 65.065.069.043.725.347.3 154.0115 .4148.599.8 117.319.971.6133.0 62.784.0131.1 62.781.7136.4 52.114.070.5139.9 67.051.415.8137.0 67.067.1135.4 38.328.056.712.8140. 8 65.865.26.4154. 6 64.471.6179 . 0 67.2147.1 139.2121.9128.8100.0 65.7 136.647.2 1 0 9.3 140.065.0 65.0 140.065.0 65.0 50.5 65.0 140.065.0 65.0 65.0 65.0 71.1 140.065.0 125.210 9.3139.838.2 40.7 1 3 1 . 2 109.140.837.2131.3 104.552.6 45.769.579.25 9.8 140.763.7 58.5140.044.8 18.5 140.065.0140.065.0 140.0139.560.8 38.3 65.034.676.740.5 52.9 17.8 84.9140.252.664.8134.4138.851.3 28.5 65.0140.067.0140.067.0 67.0140.050.5 6.8105.040.1136.310 7.686.9107.8 93.739.790.4130.0137.0139.8140.0104.641.287.2150.0 76.2145.1111.232.3 82.6 85.0131.034.117.860.488.4 64 . 4 55.568.89.656.378.0125.044.3 40. 2135.069.2 69. 0130.391.0 87. 847.768.5130.0105.830.0 5 8.0 24.3 42.8 145.3135.0 18.381.89 4.330.090.0135.0 69.267.767.7135.0 67.267.067.0135.0 72.267.067.0135.0 72.567.067.0135.570.372.551.414.1149.672.589.458.515.869.1100.458.4101.368.964.654.5 91.0142.067.0158.0 15.267.625.736.6114.768.158.795.0 159.3145.154.6130.3139.5 67.069.0135.6 68.0132.6 66.0132.1 68.0133.958.89.3138.167.0142.969.0147.89.075.4149.4 15.174.373.8 75.1100.138.1186.065.3141.265.0135.026.9110.065.285.14 9 .2 15.9130.0 85.1128.7 135.0 65.074.0135.0 65.0135.0 65.0121.065.065.0135.0 65.0158.3 65.034.834.227.6 171.1104.764.5 172.254.5 48.2131.426.878.017.875.2144. 147.9130.544.3141.747 .9 126.0128.54 4.3 81.473.438.2153.8 17.835.739.177.320.510.3209.1 26.034.8101.2123.2158.5 55.9147.1 7.749.9100.4148.2 67.067.0149.3 71.571.5150.4 69.069.0151.4 67.067.0152.5 71.071.0153.6 69.0154.6 69.069.072.3125.4 58.777.469.092.0 69.165.071.6ΔΔΔ80.916.52 7 .7 128.7 142.471.365.813 0 . 0 130 . 075.470.087.154. 2 31. 3 33.7 67.0 59.3 33.9 35.6 69.5 68.3 70.0 88.8 85. 5 85.942.6108.3 47.4 30.5 67.8 62.7 125.263.768.569.191.3142 . 7 54. 3 63.3 72.7 56.3 86.965.065.05.2 97.246.8144.0149.7 135.0 135.0 68.665.03 1 . 5 26.5 73.6 64.0 84.463.363.480.5138. 7 132. 4 125.1 73.6 90.5 13.5 143.9138.6138.5141.722.4117.2 80.0 80.0 80.0 80.0 80.0 190.7 140.0190.780.080.080.080.034.545.5114.586.4140.6140.0140.0140.0140.0140.0R=60.00L28 B319,361 SFL29 B323,139 SFL30 B332,120 SFL31 B341,102 SFL32 B348,655 SFL33 B346,029 SF20.8104.2 50.2 19.8 70.0 65.0 65.0 65.0 135.0286.9425.1563.2701.4673.1645.055.1 60.3 15.276.1317.1152.7152.7152.714.5PHA S E 1 FUT U R E P H A S E S DRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTDRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTOUTLOT C, 72.59 ACRESPRESTWICK PLACESECOND ADDITIONPROPOSED RIGHT OF WAY: 13.34 ACRESTOTAL NO. OF LOTS 186NET DENSITY (OUTLOT C)2.56 Lots / AcEXISTING ZONING: AGPROPOSED ZONING: PUDEXISTING LEGAL DESCRIPTION:OUTLOT C, PRESTWICK PLACE 2ND ADDITION, ACCORDING TOTHE RECORDED PLAT ON FILE IN DAKOTA COUNTY, MINNESOTA.PID NO. 34-58601-00-030CONTACT INFORMATION: PRESTWICK, LLC (SCOTT JOHNSON)350 HIGHWAY 7, SUITE 125EXCELSIOR, MN 55331LAND OWNER:PRESTWICK, LLC (SCOTT JOHNSON)350 HIGHWAY 7, SUITE 125EXCELSIOR, MN 55331CONSULTANT:PROBE ENGINEERING CO., INC.1000 E. 146TH STREET, SUITE 240BURNSVILLE, MN 55337PH. NO. 952-432-3000SETBACKSFRONT - 30 FEETSIDE STREET - 20 FEETSIDE - 7.5 FEETREAR - 25 FEETDATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.17-15-16PMREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS28-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY 1-1 2-1 3-1 4-1 5-1 6-1 7-1 8-1 9-1 10-1 11-1 12-1 13-1 1-1 2-1 3-1 4-1 5-1 1-2 2-2 2-3 3-3 4-3 5-3 6-3 2-4 1-4 1-3 3-4 4-4 5-4 6-4 2-2 1-2 2-4 7-5 3-2 1-4 1-5 2-5 3-5 4-5 5-5 6-5 4-2 5-2 6-2 7-2 8-2 9-2 1-3 2-3 3-3 4-3 5-3 6-3 7-3 8-3 9-3 10-3 11-3 12-3 FBLO FBLO FB FB FBLO FBLO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBLO FBLO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBWO FBLO FBFB FBLO FBLO FBLO FBLO FBLO FB FB FBLO FBLO FBLO FBLO FBLO FBLO FBLO FB FB FB FB FB FB FB FBFBFB FB FB FBLO FBLO8.3%7.6%7.9%9.1%6.2%6.8%9.5%7.4%7.3%7.2%6.9%8.2%8.0%8.2%8.4%7.8%8.5%7.6%7.4%7.2%FBLO FBLO 940 942 944 946 948 950 952 954 956 950 952 954 956 958 942 944 946 948 950 952 954 956 958 940 942 942 944 944 944 944 946 944 9529549549 5 2954 956 956 954 952 950 94 4 950 9 5 2 952 9 5 2 ABERCORN AVENUEASHDALE AVENUEASHFIELD AVENUEAS H B R O O K P A T H3+00948.764+00950.615+00952.146+00951.50HP: 5+15.41Elev: 952.18ASHFORD PATH 0+00953.921+00955.392+00953.713+00951.514+00949.45HP: 0+97.52Elev: 955.400+00955.501+00957.482+00957.693+00956.684+00955.675+00954.16HP: 1+56.41Elev: 957.968+00 950.8 1 9+ 0 0 95 2 . 6 8 10 + 0 0 95 4 . 5 5 11 + 0 0 95 6 . 4 2 12+ 0 0 957 . 2 2 13+ 0 0 956. 1 4 14+ 0 0 954. 7 9 15+00 953.4 4 16+00 952.10 17+00 950.75 HP: 1 1 + 8 7 . 1 7 Ele v : 9 5 7 . 2 3 17+00 952.85 18+00 952.25 19+00 951.25 20+00 950.25 21+00 949.25 22+00 948.33 23+00 949.16 24+00 950.72 25+00 952.27 26+00 952.79 27+00 951.51 28+00 949.97 HP: 17+04.10 Elev: 952.85 LP: 22+14.17 Elev: 948.30 HP: 25+75.32 Elev: 952.86 LP: 29+33.67 Elev: 948.44 9.7%9.3%8.5% 8. 4 % 8. 2 % 8. 7 % 6.8% 9.3%8.1%7.8%8.5%8.1%6.4%6.4%8.3%6.1%8.0%9.0%6.2%6.8%9.8%9.1%9.1%8.3%9.3%9.1%8.5%7.7%8.8%8.3%9.6%9.4%6. 9 % 7.6 % 1.4' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 1.4' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 0.7' DROP 942 940 9 5 2 9 5 0 95 0 952 952952 952952948 95 0 9 4 6 946 95 0 948 954 952 954 952954954 956 954 952 950952954954954954 9 5 4 956954952954952952944 942 940 940 950 958 956 950 952 954 948 946 944 942 942 944 946 948 950952 95295 0 9 5 6 952 944946946950 4:1 MAX SLOPE INFILTRATION AREA HWL: 941.7 4:1 MAX SLOPE 4:1 MA X S L O P E 4:1 MAX SLOPE INFILTRATION AREA HWL: 939.9 95 0 . 8 95 5 . 5 95 1 . 5 95 6 . 5 95 3 . 0 95 8 . 0 95 9 . 0 95 0 . 8 95 1 . 3 95 9 . 5 96 0 . 0 95 1 . 8 951. 3 959. 5 959. 5 951. 3 953. 5 958. 5 953. 0 958. 0 956.0 955.6 955.1 955.5954.3954.0954.5954.1954.0 953.6 953.6 953.3 953.6954.0955.9956.3953.5957.8954.2958.595 5 . 4 95 9 . 0 96 0 . 3 95 5 . 3 96 0 . 3 95 5 . 3 95 9 . 8 955. 5 960.5955.5955.0960.0959.5954.5955.5 955.1 955.1 954.8 954.0 953.6 953.0 953.3 956.0 955.0 955.6 956.0956.2960.5961.0956.7960.0955.7959.0954.7958.5954.2954.7 955.0 953.8 954.1 955.5 947.3 955.0 946.8 951.0 956.0 950.0 955.0 951.5 946.5944.3 952.5953.5 945.3 954.5 946.3947.3 955.5955.5 947.3 955.0 946.8945.8 954.0953.0 944.8 944.5 952.7951.0 946.0 951.0 946.0 952.7 944.5 953.0 944.8 953.5 945.3 954.5 946.3 955.5955.1956.5956.1951.5 952.3 951 . 1 952 . 5 953.1 953. 9 953.8 952.5 953.9 953.2 951.3 955. 9 958. 5 958. 0 95 7 . 2 95 6 . 5 955.9 953.2 951.6 950.7 950.6951.6952.6953.3953.2 952.3 951.3 950.3 949.2 948.9949.4950.1950.8 952.2 951.5 951.6 950.8 950.0 949.1 952 . 6 95 4 . 5 95 5 . 8 95 4 . 2 951. 8 949.9 951.3 952.5 951.4 952. 0 952.1 95 5 . 0 95 4 . 0 95 2 . 6 95 1 . 9 952.7 952.0 953.3 956 . 6 95 7 . 3 958 . 0 956. 5 951.0 952.7 950.8 949.1 948. 3 947 . 3 946. 8 945.4 94 5 . 2 946.6946.7 949.3 95 3 . 0 95 4 . 3 95 5 . 5 95 6 . 7 957 . 6 957. 7 956 . 9 956. 0 955. 1 954. 3 953.5 952.7 954.5953.8955.5957.5958.0959.0959.0959.0958.5957.5956.0955.0947.4 955.4955.5960. 0 959. 5 95 8 . 5 95 8 . 0 953.7959. 5 95 9 . 5 95 9 . 0 95 7 . 2954.9953.6952.595 5 . 0 958.5959.8959.3952.1 95 3 . 4 95 4 . 9 95 5 . 0 95 6 . 8 957 . 7 957. 6 958. 5 953.5952.7 951.7 950.7 949.4 952.9953. 7 95 5 . 7 95 7 . 3 953.6 953.0954.5955.0947.9 951.8 952.3 953.0 953.4 953.3 952.8955.0954.4954.0953.0952.5952.2950.5950.5952.2952.5953.5954.5955.0954.0953.0952.0951.0950.5949.5 949.0 EX. E.O.F. 945.9 E. O . F . 95 2 . 1 E.O.F. 951.7 E. O . F . 95 3 . 0 E. O . F . 95 2 . 9 E.O.F. 952.5 9 5 1 . 8 E.O.F. 952.5 E.O.F. 949.5 EX. E.O.F. 948.5 954.5 944.2 943.3 943.1 942.3 942.3 942.3 942.3 942.3 942.3 942.3 942.4 943.7 943.1 941.9 940.7 940.2 943.0 95 7 . 0955.9953.0947.5 943.2 95 4 . 0 954.9 941.0 944.5 944.5 943.6 6.3 % 6.0 % 6.7 % 7.3 % 6.3 % 95 6 . 0 DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. GRADING PLAN ROSEMOUNT,MINNESOTA 1 3 3-15-19 AS SHOWN 16777.00 EXCELSIOR, MN 55331 350 HIGHWAY 7, SUITE 125 PRESTWICK LLC 1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTED AROUND ALL PROPOSED BUILDINGS. SWALES SHALL BE CONSTRUCTED AT A MINIMUM OF 2% GRADE. 2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS AND PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THE CITY OF ROSEMOUNT. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE. 3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION 4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE. 5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THE WORK. 6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLY WITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITED TO DEWATERING OPERATIONS. 7. DRIVEWAY GRADES SHALL BE BETWEEN 3% AND 10% LOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE 100 YEAR HWL OF ADJACENT POND LOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVE 100 YEAR HWL OF ADJACENT POND AND 1 FT ABOVE AN EOF 1-1 941.8 946.8GARAGE FLOOR ELEVATION PROPOSED LOT BLOCK PROPOSED GROUND ELEVATION FBHOUSE TYPE 4.8%DRIVEWAY SLOPE MAXIMUM LOT COVERAGE LOTS OVER 9,750 SF - 35% LOTS AT OR BELOW 9,750 SF - 40% SETBACKS FRONT - 30 FEET SIDE STREET - 20 FEET SIDE - 7.5 FEET REAR - 25 FEET DENOTES CONSERVATION POST FBWO - FULL BASEMENT WALKOUT FBLO - FULL BASEMENT LOOKOUT FB - FULL BASEMENT 30'8.0'14.0'30'13'17'17'13'30' MIN25'18'17'VARIESR/WBACK OF CURBCENTERLINEBACK OF CURBR/WFRONT SETBACKWALKOUT ELEVPROPERTY LINE60' PREPARED HOUSE PADCONTROLLED FILLHOLD DOWN*1:11:1PLANELEVATION6" TOPSOIL MIN.HOLD DOWNS*2.2 FT TO TOPSOIL123123100.0 (GAR FLR)100.091.8 TYP. PLAN ELEV97.897.891.8 TYP.TOPSOIL ELEVTOPSOILFBWO ELEV'SFBWO (FULL BASEMENT WALKOUT)13'17'17'13'30' MINVARIESR/WBACK OF CURBCENTERLINEBACK OF CURBR/W PROPERTY LINE60' PREPARED HOUSE PADCONTROLLED FILLHOLD DOWN*1:1 1:1PLANELEVATION6" TOPSOIL MIN.HOLD DOWNS*2.7 FT TO TOPSOIL1212100.0 (GAR FLR)100.0PLAN ELEV97.397.3TOPSOIL ELEVTOPSOILFB ELEV'SFB (FULL BASEMENT )GRADEFINISHEDGRADEFINISHED(TYP.)60'(TYP.)FBLO (FULL BASEMENT LOOKOUT)13'17'17'13'30' MIN25'8'27'VARIESR/W BACK OF CURB CENTERLINE BACK OF CURB R/W LOOKOUT ELEV PROPERTY LINE60' PREPARED HOUSE PADCONTROLLED FILLHOLD DOWN*1:1 1:1PLANELEVATION6" TOPSOIL MIN.HOLD DOWNS*2.2 FT TO TOPSOIL123123100.0 (GAR FLR)100.095.0 TYP. PLAN ELEV97.897.895.0 TYP.TOPSOIL ELEVTOPSOILFBLO ELEV'SGRADEFINISHED3:13:1WALKOUT ELEVGARAGE FLOOR ELEVFRONT SETBACKGARAGE FLOOR ELEV FRONT SETBACKGARAGE FLOOR ELEV LOOKOUT ELEV DESIGN AND CONSTRUCTION NOTES:1. AVOID COMPACTION OF INFILTRATION SHELF DURINGCONSTRUCTION2. PLACE 6" ON SITE UPLAND TOPSOIL & MIX WITH 18" SAND(IN PLACE) TO CREATE PLANTING MEDIA.3. SEED FILTRATION AREA WITH MNDOT 33-261 @ 85 LBS/Ac.AND CATEGORY 3 EROSION CONTROL BLANKET.24" PLANTING MEDIA75% ON SITE SAND25% ON-SITE UPLANDTOPSOIL4:1INFILTRATION DETAILDATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.33DETAIL SHEET MEMORANDUM To: Kyle Klatt, Senior Planner CC: Kim Lindquist, Community Development Director Brian Erickson, Director of Public Works/City Engineer From: Stephanie Smith, Assistant City Engineer Date: April 23, 2019 Subject: Prestwick Place 19th Final Plat- Engineering Review SUBMITTAL: The plans for Prestwick Place 19th Addition have been prepared by Probe Engineering Company, dated March 15th, 2019. Engineering review comments were generated from the following documents included in the submittal: ▫ Prestwick Place 19th and 20th Grading Plan ▫ Detail Sheet ▫ Prestwick Place 19th Addition Final Plat GENERAL COMMENTS: The developer has informed the City of their intent to have the construction plans designed by the City and have the construction administrated privately by the developer. The developer has deposited $40,000 with the City to start the plan design. 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. Per the existing Joint Development and Cost Sharing Agreement, the developer is responsible for the costs of adjacent roadways. These costs are as follows: Prestwick Cost Share Spreadsheet: G:\ENGPROJ\431\Prestwick Place Cost Share Tabulation - 2019.xlsm  The developer is responsible for costs associated with upgrading Akron Avenue. This cost is $278.40/acre.  The developer is responsible for costs associated with the extension of Connemara Trail between Bloomfield and Akron Avenue. This cost is estimated at $12,643.12/acre. 3. Plans must be signed by an engineer registered in the state of Minnesota prior to grading on site. 4. The grading plan shall be revised to clearly show proposed work in the 19th Addition vs. work that will be completed in the 20th Addition. 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. RIGHT OF WAY AND EASEMENTS: The plat consists of re-platting existing outlots into the lots of Prestwick Place 19th Addition and a new Outlot A. Right-of-way will be dedicated for the local streets that will serve the new lots. Per City Code, Drainage and Utility (D&U) easements will be dedicated around the perimeter of the lots and over the stormwater BMPs. 6. The existing drainage and utility easements must be vacated prior to and concurrently with recording the final plat. 7. Easements are required over all ponding and infiltration areas, and shall encompass at minimum the HWL and all naturally vegetated areas. Signage for easements shall be provided by the developer and an extended maintenance warranty shall be required to ensure establishment of the naturally vegetated areas. 8. Storm sewer is proposed along the side and back lot lines of many properties to convey rear yard drainage. Drainage and utility 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. 9. The width of drainage and utility easements over all public utilities shall be verified during final design. 10. Trees are not allowed to be planted within drainage and utility 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. Easement restrictions should be added as a restriction on the property deed. STREET AND SIDEWALK The conditions of approval for Prestwick Place 16th Addition included the completion of Ashford Path to provide a secondary access to Prestwick Place 13th and 16th. While Prestwick Place 19th does not complete Ashford Path, it provides an acceptable secondary access with the completion of Ashbrook Path. 12. Abercorn Avenue profile shall be revised to remove the slope changes without vertical curves. 13. Street profiles profile shall callout and verify the tie-in points with the portions of the road constructed with previous additions. Ashford Path, Station 29+65 to the end of the profile, is a 1.00% slope in the Prestwick Place 16th Addition plans, rather than the 0.70% slope shown. 14. Intersection stationing shall be called out on the street profiles. 15. Barricades and “Future Thru Street” signage shall be placed at the stub of Ashford Path and Ashdale Avenue. 16. The applicant shall submit a signage plan for review. 17. 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 18. The water and sanitary sewer construction plans will be designed, consistent with City of Rosemount Engineering Guidelines and Standard Specifications and Detail Plates, by the City’s consultant WSB at the applicant’s expense. GRADING AND DRAINAGE The proposed grading utilizes backyard drainage swales and catchbasins. The front half of lots drain stormwater to the street and the back half of the lot would flow away from the street. The majority of lots have a drainage swale in the backyard. 19. The applicant shall revise the grading plan to minimize the number of backyard catchbasins. 20. The plan shall be revised to show driveway locations and label all the driveway grades for city staff review. 21. The plan shall be revised to show spot elevations between lots to prevent runoff towards the proposed building pads. 22. The grading shall be revised to provide a maintenance access route for the infiltration basin. STORMWATER The applicant proposes an infiltration basin on the northern portion of the development, at the back of Block 1. 23. Infiltrometer testing to verify the infiltration rate shall be required prior to public acceptance of the infiltration basin. 24. Soil amendment is required in basins where the infiltration rate is higher than 8.3 inches per hour. WSB Engineering reviewed the Prestwick Place 19th Addition grading and stormwater management plan on behalf of the City. The full memorandum, dated April 15, 2019, is included as an attachment. The recommendations are summarized below: Stormwater water quantity and quality appear to be consistent with requirements in the Engineering Guidelines and the Stormwater Management Plan. Although, storm sewer design was not included in this submittal. 25. SWPPP is required. 26. The 10 Day Snow Melt should be added to the Infiltration Areas on the Grading Plan. 27. An arrow and the Basin ID should be added at the east edge of the Grading Plan to show where the Infiltration Areas discharge. 28. A minimum freeboard elevation of 1 ft from EOF to low opening has not been met on Lot 3 Block 4. 29. A minimum freeboard elevation of 3 ft from HWL to low opening has not been met on Lot 4, 6, and 9 Block 1. 30. Low Floor Elevation should be called out for each building. 31. Storm sewer inlets are generally required every 300’. Additional inlets may be required on Ashfield Avenue. 32. Storm sewer will be revised during final design. Typical revisions will include number and placement of catch basins, pipe alignments, and design of outlet control structures. 33. The width of drainage and utility easements over all public utilities shall be verified during final design. 34. Details for erosion control structures were included in this submittal, but not an Erosional Control Plan. 35. No Restoration Plan was included in this submittal. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015. Attachment: WSB Memorandum Re: Prestwick Place 19th Addition Construction Plan Review, dated 4/15/2019 MEMORANDUM To: Kim Lindquist, Community Development Director Kyle Klatt, Senior Planner Anthony Nemcek, Planner Brian Erickson, City Engineer/Public Works Director Stephanie Smith, Assistant City Engineer From: Dan Schultz, Parks and Recreation Director Date: April 17, 2019 Subject: Prestwick Place – 19th Final Plat The Parks and Recreation Department recently reviewed the final plat for the Prestwick Place 19th Addition. After reviewing the plans, the Parks and Recreation Department staff has the following comments: PARKS DEDICATION The parks dedication requirement for the 35 units in the 19th addition is to be cash in lieu of land. The cash in lieu of land dedication for 35 units is $119,000 (42 units x $3,400 per unit). The cash dedication is to be paid prior to, or at the time of execution of the final plat. Please let me know if you have any questions about this memo.