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Home My WebLink About6.g. Request by Prestwick, LLC for the 28 Lot Final Plat of Prestwick Place 13th AdditionEXECUTIVE SUMMARY City Council Regular Meeting: September 6, 2016 AGENDA ITEM: Case 16-22-FP: Request by Prestwick, LLC for the 28 Lot Final Plat of Prestwick Place 13th Addition AGENDA SECTION: Consent PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO. 6.g. ATTACHMENTS: Location Map; Resolution, Subdivision Agreement, Final Plat; Prestwick Place 13th Addition Preliminary Plat; Updated Grading Plans; Updated Utility Plans, Updated Landscape Plans; Engineering Memorandum dated August 18, 2016, Excerpt of August 23rd Planning Commission Minutes APPROVED BY: ddj RECOMMENDED ACTIONS: 1.Motion to adopt a resolution approving the Final Plat for Prestwick Place 13th Addition subject to conditions. 2.Motion to approve the Subdivision Development Agreement for Prestwick Place 13th Addition and authorizing the Mayor and City Clerk to execute this agreement. SUMMARY Applicant: Prestwick, LLC Comp. Guide Plan Designation: LDR – Low Density Residential Current Zoning: R-1, Low Density Residential with the Prestwick Place 13th Addition Planned Unit Development (R-1: PUD) Gross Area: 14.3 Acres Net Area: 14.3 Acres Lots/Units: 28 Single Family Lots Gross Density: 1.96 units/acre Net (Met Council) Density: 1.96 units/acre The applicant, Prestwick Place, LLC requests approval of a Final Plat for Prestwick Place 13th Addition to allow development of 28 single family lots. The final plat is necessary to facilitate subdivision of the subject property into individual residential lots, outlots, and public streets. Staff finds the application consistent with the Prestwick Place 13th Addition Preliminary Plat and recommends approval of this application subject to the conditions detailed in the attached resolutions. PLANNING COMMISSION MEETING – AUGUST 23 The Planning Commission considered the final plat for the Prestwick Place 13th Addition at its August 23, 2016 meeting. There were no public comments received during the meeting. The Commission discussed the status of sidewalks within the subdivision and Staff noted that the updated plans depict sidewalks on both sides of Ashford Path. The Commission also clarified that the required temporary turn-around would be able to accommodate a fire truck. 2 The Planning Commission recommended approval of Prestwick Place 13th Addition final plat with the conditions as recommended by staff on a 5-0 vote. Commissioners Henrie and Freeman were absent from the meeting. BACKGROUND The Planning Commission reviewed a preliminary plat, planned united development (PUD) master development with rezoning, and a final plat for Prestwick Place 13th Addition to allow 191 lots on 73 acres at its July 26, 2016 meeting. The Commission recommended approval of these requests with conditions; however, since the Planning Commission meeting the developer decided to revise the phasing plan in order to address some of the City Engineer’s review comments. Specifically, the final plat was updated to include lots adjacent to the northeastern storm water pond in order to better match the construction of needed infrastructure with each project phase. Because the final plat as resubmitted did not match the one initially reviewed by the Planning Commission, the new final plat had to be resubmitted to the Commission for formal action. The preliminary plat and PUD master development plan were considered and approved by the City Council at its August 16, 2016 meeting. Along with the phasing plan revisions, the developer also updated the preliminary plat and plans to address previous review comments. These changes resulted in a net loss of 5 lots, all of which were located in the southwest portion of the preliminary plat area. These lots were eliminated in order to accommodate a larger storm water pond. The overall arrangement of streets, lots, and other public improvements was not substantially altered; therefore, Staff determined that it was appropriate to move the preliminary plat and PUD master plan on to the City Council based on the Planning Commission’s recommendation. Any subsequent final plats (including the one currently under review) will be reviewed for conformance with the preliminary plat approved on August 16th by the City Council. The proposed final plat represents the first development phase within the Prestwick 13th preliminary plat area, and would create 28 single-family lots clustered at the far eastern edge of the development. In addition to the residential lots, the applicant will be dedicating right-of-way for a slight extension of Abbeyfield Avenue and the eastern portion of Ashford Path along with easements over the northeast ponding area and storm water pipes leading to the pond. The final plat for Prestwick Place 13th Addition will also include a larger outlot (Outlot A) that will be re-subdivided upon the submission of future final plats. ISSUE ANALYSIS Legal Authority. This application is a Quasi-Judicial action. The final plat application is Quasi-Judicial because the City has a set of standards and requirements for reviewing this type of application that is described in detail below. Generally, if the final plat meets the ordinance requirements it must be approved. Land Use and Zoning . The proposed 28 lot single family development is consistent with the land use and zoning classifications recently approved by the City Council. 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. While this development is subject to all of the conditions and development standards contained in the PUD, the most notable are provided below. 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 3 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. 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 subdivision. In this case, the preliminary plat was approved on August 16, 2016 consisting of 186 single family lots. The current application proposes to plat the initial 28 single family lots of Prestwick Place 13th Addition and dedicate the easements necessary to construct the primary storm water retention area with 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 13th Addition Final Plat is consistent with the Prestwick Place 13th Addition Preliminary Plat. Streets & Access. The final plat will dedicate the eastern portion of Ashford Path as it runs parallel with Akron Avenue and starts heading to the west. Access to the 28 lots will occur at a new intersection between Ashford Path and Abbeyfield Avenue, which will provide a connection to Akron Avenue via 141st Street West. Those portions of Akron Avenue that abut the final plat area were dedicated with previous Prestwick Place additions, so the present final plat includes no further dedication of right-of-way over the county road. Based on the updated phasing plan, the developer will need to incorporate a temporary turn around at the end of Ashford Path. The typical street design for this overall subdivision is a 32 foot wide street with a sidewalk installed on one side of the street. This typical design meets the City’s standards for a street that allows parking on both sides of the street. Based on a condition added to the preliminary plat approval, the plans for Ashford Path include sidewalks on both sides of this street that will continue through future development phases. Landscape and Berming . The landscape plans have been updated to reflect the revised phasing for the project and indicate that there will be one tree planted on each interior lot, and two trees on every corner lot as required by the landscape ordinance. With 26 interior lots and two corner lots, the developer is required to plant a minimum of 30 trees on private lots within the final plat. In addition to the trees required by ordinance, the developer is also proposing to install an additional 14 trees along the Akron Avenue right-of-way in order to comply with a condition of preliminary plat approval for buffering and screening along this road. The grading plans have also been updated to include a very modest berm along some of the lots adjacent to Akron Avenue. With these revisions, the updated plans are in conformance with the previous conditions of approval and exceed the minimum requirements of the Zoning Ordinance for landscaping. Gradi ng . The grading plan for Prestwick Place 13th Addition has been updated to reflect the changes in phasing throughout the development and to expand the amount of storm water retention in the southwest portion of the site. In addition to the larger southwest pond, the prosed grading along the northern portion of the site (adjacent to the railroad right-of-way) has been revised to direct more storm water to the west and south. The resulting plan is very similar to the one submitted with the preliminary plat and keeps the overall layout and configuration of lots consistent with the preliminary plat. The changes will also help ensure that storm water ponding areas will be constructed at the same time as the lots generating 4 the runoff entering the ponds. The previous phasing plan would have left a gap between the buildable lots and storm water ponding areas. The City Engineer has reviewed the updated grading, erosion control and storm water management plans and has found that they generally address the conditions of preliminary plat approval. The City Engineer’s review of the updated plans is attached to this report, and the development will need to address any remaining review comments in order to receive final approval from the City. Parks and Open Space. The Parks and Recreation Director has previously reviewed the Prestwick Place 13th Addition Plans and noted that no additional land is anticipated to be dedicated within the Prestwick Place 13th Addition for park purposes. There is an existing City Park located in the middle portion of the overall PUD area on the south side of Connemara Trail that had been approved during the original Prestwick Place Preliminary Plat approval in 2007. The existing park (Ailesbury Park) is will serve the entire Prestwick Place neighborhood located west of Akron Avenue. Staff is recommending that the developer pay cash in lieu of land dedication consistent with the City’s park dedication requirements. The required cash payment amount is documented on the attached memorandum from the Parks Director, which amounts to $3,400 per lot. For the 13th Addition final plat, the developer will be required to pay a net fee in lieu of land dedication of $95,200 for the 28 proposed lots. Sidewalks, Trails and Pathway. Access to the City’s trail system is provided by the trails that have been constructed along Connemara Trail and Akron Avenue. Within the subdivision, pedestrian access will be provided by a sidewalk on one side of every street, including all cul-de-sacs, and the sidewalks along both sides of Ashford Path. Engineering Comments. The Assistant City Engineer has reviewed the proposed Prestwick Place 13th Addition final plat and has a few minor concerns as noted in the updated review memorandum. The developer will need to update the final construction plans to address all of these concerns. Development Agreement. The development agreement for Prestwick Place 13th Addition is attached to this report. The developer has chosen to build the public utilities and infrastructure necessary to serve the development. The proposed improvements include a small segment of Abbyfield Avenue and the eastern portion of Ashford Path along with the associated sanitary sewer, storm water and potable water infrastructure as documented in the attached plans. The estimated cost of the improvements will be just under $900,000 and all required securities, cash payments, and other developer fees are as specified in the contract. CONCLUSION & RECOMMENDATION The Planning Commission and staff recommend approval of the Final Plat for Prestwick Place 13th Addition creating 28 single family lots. This recommendation is based on the information submitted by the applicant, findings made in this report and the conditions detailed in the attached resolutions. SITE CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2016 - A RESOLUTION APPROVING THE FINAL PLAT FOR PRESTWICK PLACE 13th ADDITION WHEREAS, Prestwick, LLC, 350 Highway 7, Suite 125, Excelsior, MN (Applicant) has submitted an application to the City of Rosemount (City) for a Final Plat concerning property legally described as follows: Outlot C, PRESTWICK PLACE 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota WHEREAS, on August 23, 2016, the Planning Commission of the City of Rosemount reviewed the Final Plat for Prestwick Place 13th Addition; and WHEREAS, on August 23, 2016, the Planning Commission recommended approval of the Final Plat for Prestwick Place 13th Addition, subject to conditions; and WHEREAS, on September 6, 2016, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations and the Final Plat for Prestwick Place 13th Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Final Plat for Prestwick Place 13th Addition, subject to the following conditions: 1. Execution of a Subdivision Agreement. 2. Drainage and utility easements with storm sewer infrastructure 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. Conservation easements shall be recorded over all wetlands, wetland buffers, stormwater ponds and stormwater buffer strips. Fences are not allowed in the conservation easements. 4. Provision of $12,100 for landscaping security (44 trees x $250/tree x 110%). 5. Payment of $139,400 for Fee-in-Lieu of Park Dedication. 6. Compliance with the conditions and standards within the City Engineer’s Memorandum dated August 18, 2016. 7. Construction of a temporary turn-around at the end of Ashford Path until such time that this road is extended into a future development phase. ADOPTED this 6th day of September 2016, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Clarissa Hadler, City Clerk Prestwick Place 13th Addition August / 2016 Page 1 of 12 SUBDIVISION AGREEMENT Prestwick Place 13th Addition AGREEMENT dated this ________ day of ________________________, 2016, by and between the CITY OF ROSEMOUNT, a Minnesota municipal corporation, (the "City"), and KRB DEVELOPMENT V, 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 13th 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 G.I.S., 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 $159,683 for the Developer’s share of Connemara Trail extension project, as indicated on ATTACHMENT TWO. f. Payment of $3,516 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 Prestwick Place 13th Addition August / 2016 Page 2 of 12 urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Guide Plan, official controls, platting or dedication requirements enacted after the date of this Agreement. 5. Development Plans. The subject property shall be developed in accordance with the following plans, specifications and contract documents, original copies of which are on file with the City Engineer. The plans and contract documents may be prepared, subject to City approval, after 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 13th Addition August / 2016 Page 3 of 12 7. Time of Performance. The Developer shall install all required improvements enumerated in Paragraph 6 that will serve the subject property by October 31, 2017, 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 473), 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 Seventy-Five Thousand, Four Hundred Seventy-Three Dollars ($975,473). The amount of the security was calculated as follows: Cost 110% Grading & Erosion Control $44,205 $48,626 Pond Restoration and Erosion Control Removal $25,000 $27,500 Survey Monumentation $14,000 $15,400 Landscaping (44 trees) $11,000 $12,100 Retaining Wall $50,000 $55,000 Street Lighting (3 lights) $12,000 $13,200 Buffer Monumentation (12 signs) $600 $660 Cost 125% Surface Improvements $324,176 $405,220 Water Main Improvements $106,992 $133,740 Sanitary Sewer Improvements $89,045 $111,306 Storm Sewer Improvements $122,177 $152,721 Total $799,195 $975,473 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 Prestwick Place 13th Addition August / 2016 Page 4 of 12 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 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 Prestwick Place 13th Addition August / 2016 Page 5 of 12 erosion/siltation and restore to the original condition at the end of home construction within this development. All silt fence and other erosion control should be removed following the establishment of turf. These items are to be secured through the letter of credit as is noted in Exhibit A. 16.Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the Public Improvements lying within public rights-of-way and easements 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 $112,790 shall be deposited with the City at the time this Agreement is signed, and represent the following amounts: $12,000 Engineering Review Fees $96,359 Construction Monitoring Fees (15%) ($40,000) Design Fees Paid To-Date (received 08/11/16) $2,500 Attorney Fees $32,120 5% City Fees (based on engineer’s estimate of $642,390) Prestwick Place 13th Addition August / 2016 Page 6 of 12 $864 Street Light Energy Cost $1,680 GIS Fees $7,268 Seal Coating $112,790 Total Amount Due If the actual City fees exceed this estimate, the Developer shall pay the additional costs to the City within ten (10) days of the request. If actual City fees are lower than this estimate, any surplus funds will be returned to the developer when the project fund is reconciled and closed. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt development work and construction including, but not limited to, the issuance of building permits for lots that the Developer may or may not have sold, until the bills are paid in 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 $12/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 any plat by the City: A. Park dedication fees in the amount of $95,200 B. Storm Sewer Trunk Area Charges in the amount of $63,433 C. Sanitary Sewer Trunk Area Charges in the amount of $13,577 D. Watermain Trunk Area Charges in the amount of $82,095 E. Akron Avenue assessment in the amount of $3,516 F. Connemara Trail assessment in the amount of $159,683 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). Prestwick Place 13th Addition August / 2016 Page 7 of 12 D. Water Availability Charges per SAC unit (currently at $2,175/SAC unit for single family residential and multi-family residential). 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. Prestwick Place 13th Addition August / 2016 Page 8 of 12 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. 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: KRB Development V, LLC 17021 Fishpoint Road Prior Lake, MN 55372 612-418-2690 ghorkey@msn.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 13th Addition August / 2016 Page 9 of 12 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: Clarissa Hadler, City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of _____________________, 2016, by William H. Droste, Mayor, and Clarissa Hadler, 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 KRB DEVELOPMENT V, LLC BY: Its BY: Its STATE OF MINNESOTA ) ) SS COUNTY OF _____________) The foregoing instrument was acknowledged before me this day of ______________________, 2016 by __ , its ______________________________________, and _____________________________, its_________________________________ ________________ of KRB Development V, 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 13th Addition August / 2016 Page 10 of 12 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 ($20,000 per acre of mitigation). Prestwick Place 13th EXHIBIT B (Page 1 of 2) No.Item Cost 110%Calculation 1 Grading and Erosion Control 44,205$ 48,626$ $3500/ac x 12.63 Minimum $25,000 2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000 3 Survey Monumentation 14,000$ 15,400$ $500/lot x 28 lots 4 Retaining Wall 50,000$ 55,000$ Engineer Estimation 5 Landscaping 11,000$ 12,100$ Per City Planner, 44 trees x $250 6 Street Lights 12,000$ 13,200$ 3 lights x $4000/light 7 Buffer Monumentation 600$ 660$ 12 signs x $50/sign 8 Surface Improvements 324,176$ 405,220$ 125% 9 Water Main Improvements 106,992$ 133,740$ 125% 10 Sanitary Sewer Improvements 89,045$ 111,306$ 125% 11 Storm Sewer Improvements 122,177$ 152,721$ 125% Total 799,195$ 975,473$ No.Item Cost Estimated Construction Cost 642,390$ 1 Engineering Review Fees 12,000$ 2 Construction Monitoring Fees 96,359$ Design Fees Paid by Developer (40,000)$ 3 Attorney Fees 2,500$ 4 5% City Administrative Fees 32,120$ 5 Street Light Energy Cost 864$ 6 GIS Fees 1,680$ 7 Trail Fog Seal -$ 8 Seal Coating 7,268$ Total 112,790$ No.Item Cost 1 Storm Sewer Trunk Charge 63,433$ 2 Sanitary Sewer Trunk Charge 13,577$ 3 Water Trunk Charge 82,095$ 4 Stormwater Ponding Fee -$ Total 159,105$ No.Item Cost 1 Park Dedication 95,200$ Total 95,200$ Payment received (08/11/16) Development Fees (due with signed agreement) Calculation Calculation $6865/net developable acre 9.24 acres $1075/acre x 12.63 acres N/A Estimate 5% of Estimated Construction Cost 3 lights x 24 months x $12/month $60/unit x 28 units, or $120/acre N/A 15% of Estimated Construction Cost Letter of Credit for Developer Improvements (due with signed agreement) City Fees (due with signed agreement) Calculation City Engineer Estimation City Engineer Estimation $6500/acre x 12.63 acres $1.70/SY x 4275 SY (53% of total ROW) Development Fees (due before signed plat is released) 28 units x .04 x $85,000 Block Lots Units Block Lot Units SQ FT Acres 1 18 18 1 1 1 29133.840 0.669 2 10 10 1 2 1 35842.042 0.823 0 1 3 1 48039.624 1.103 0 1 4 1 45287.673 1.040 0 1 5 1 26964.515 0.619 0 1 6 1 17846.365 0.410 0 1 7 1 13716.289 0.315 Total 28 28 1 8 1 11735.728 0.269 1 9 1 10400.000 0.239 Total Plat Area =72.59 acres 1 10 1 10400.000 0.239 Total Park Area 0.00 acres 1 11 1 10400.000 0.239 Future Plat Area =59.96 acres 1 12 1 10400.000 0.239 Developable Area =12.63 acres *1 13 1 10400.000 0.239 Ponding to HWL = 3.39 acres 1 14 1 11962.589 0.275 Net Developable Area =9.24 acres 1 15 1 14083.144 0.323 1 16 1 18774.661 0.431 * Excludes future plat and park areas 1 17 1 26042.124 0.598 1 18 1 23650.804 0.543 2 1 1 10473.476 0.240 2 2 1 10556.640 0.242 2 3 1 10462.240 0.240 2 4 1 9100.000 0.209 2 5 1 9100.000 0.209 2 6 1 9100.000 0.209 2 7 1 9100.000 0.209 2 8 1 8987.342 0.206 2 9 1 11105.162 0.255 2 10 1 14680.703 0.337 Right-of-Way 72557.118 1.666 Outlot A 2611802.328 59.959 Total Boundary 3162104.407 72.592 sealcoat calc 38,455.3 sq. yd.4,272.8 Prestwick Place 13th EXHIBIT B (Page 2 of 2) Totals Prestwick Place 13th Addition August / 2016 Page 11 of 12 ATTACHMENT ONE Prestwick Place 13th Addition Final Plat OUTLOT A60 9595 85 ΔΔΔ60N64°19'54"W 1001.92N50°46'54"W10.2044.70 SEE SHEET 2NORTHERN NATURAL GAS COMPANYGAS PIPELINE EASEMENT PER DOC.NOS. 97564, 256492 & 104108325. 0 0 25. 0 0 STREET EASEMENTPER DOC. NO. 65623155100100130130115115122269.04OF 2 SHEETS FOR INSETDRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT A11481481513791712669453311621051721018265.84N8°31'33"WS20°28'33"E61.74S4°57'03"E 125.00 83.25N59°48'34"WN0°05'05"E 336.34 65.70S13°14'15"ES 4 2 ° 4 6 ' 1 2 "W 1 6 0 . 0 0C. BRG.=N26°25'07"WΔ=41°37'23"R=220.00159.82265.84N8°31'33"WBEING 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.DENOTES 1/2" BY 14" IRON MONUMENTSET MARKED BY LICENSE NUMBER 19086,UNLESS OTHERWISE SHOWN.ARE SHOWN THUSTHE EAST LINE OF OUTLOT C, PRESTWICK PLACE 2NDADDITION HAS AN ASSUMED BEARING OF N00°05'05"E5510 10 NO 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.DENOTES RESTRICTED ACCESS PER DAKOTA COUNTYCONTIGUOUS PLAT ORDINANCE22VICINITY MAP27KNOW ALL PERSONS BY THESE PRESENTS: That Prestwick LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Dakota,State of Minnesota to wit:Outlot C, PRESTWICK PLACE 2ND ADDITION, according to the recorded plat thereof.Has caused the same to be surveyed and platted as PRESTWICK PLACE 13TH ADDITION and does hereby dedicate to the public for public use the public ways and the easements asshown on this plat for drainage and utility purposes.In witness whereof said Prestwick LLC has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ___________________________________________, its ________________________________________Dean Scott JohnsonPresidentSTATE 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 liabilitycompany, on behalf of the limited liability 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 acorrect 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 becorrectly 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 onthis 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 COMMISSIONApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of __________________, 20 ______.____________________________________ _____________________________________Chair SecretaryCITY COUNCILThis plat was approved by the City Council of the City of Rosemount, Minnesota, this __________ day of __________________, 20 _______, and hereby certifies compliance with allrequirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.____________________________________ _____________________________________Mayor City ClerkCOUNTY SURVEYORI 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 SurveyorBOARD OF COUNTY COMMISSIONERSWe do hereby certify that on the _______ day of _____________________, 20 ______ the Board of Commissioners of Dakota County, Minnesota approved this plat of PRESTWICK PLACE13TH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance.By: __________________________________Chair, County BoardAttest: _______________________________County Treasurer - AuditorDEPARTMENT OF PROPERTY TAXATION AND RECORDSPursuant 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 entered on this ________ day of ______________________, 20 _____._____________________________________DirectorDepartment of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 13TH ADDITION was filed in the office of the County Recorder for public record on this _________ day of ____________________,20 ____, at _____ o'clock ___. M., and was duly filed in Book _____________________ of Plats, Page ______________________, as Document Number _________________________._____________________________________County Recorder 2114814815137917126694533116210572101811STREET EASEMENTPER DOC. NO. 6562315 5ASHFORD PATH3030301010101010101010DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT159.82R=220.00Δ=41°37'23"CH.BRG.=N26°25'07"WN84°23'35"E60.00131.41N5°36'25"W112.79 S89°32'57"E N0°05'05"E26.0042.00 S89°32'57"ES0°05'05"W1335.74114.03N67°08'07"ES0°05'05"W114.03433.82N67°08'07"E265.84N8°31'33"W61.74S20°28'33"E125.00S4°57'03"E83 . 2 5 N5 9 ° 4 8 ' 3 4 " W 336.34N0°05'05"E65.70S13°14'15"E160.00S42°46'12"W15 6 .3 7 R =13 0 5 .0 0 Δ =6 °5 1'5 5 "146.85169.47117.5035.7578.27174.14163.30120.39100.9685.4465.0065.0065.0065.0065.0088.46103.53126.0548.4742 . 9 0 40 . 3 6 42.1865.0065.0065.0065.0034.1531.7034.00100.0065.0065.0065.0065.0065.0030.784.2519.7865.0065.0065.0065.0065.0015.25115.87Δ=32°23'04" 1 1 5 . 8 7 Δ = 3 2 ° 2 3' 0 4 "108.29Δ=30°15'59"109.30Δ=31°50'50"121.94Δ=35°32'00"Δ= 2 6°21'43" 1 2 8 .83Δ=2°52'13"14.03Δ=18°41'16"83.70Δ=14°31'52"65.09Δ=13°01'16"58.32Δ=13°01'16"58.32Δ=9°57'55"44.63Δ=12°37'28"58.39Δ=12°37'28"58.39Δ = 1 2 ° 3 7 ' 2 8 " 5 8 . 3 9 Δ=12°3 7'2 8 " 5 8.3 9 Δ=12°37'28"58.39Δ=12°37'28"58.39Δ=14 °0 4 '5 2 "6 5 .13 Δ=8°46'57"40.62202.00298.00307.00231.00120.0067.0055.0047.00 52.00 57.00 52.00 48.00 43.00 48.00 93. 0 0 1 5 5 . 0 0 1 2 7 . 0 0 58.00145.00N5°33'19"E319.78N18°10'47"E416.93N30°48'15"E425.87N43°25'43"E354.19N56°03'12"E247.83N68°40'40"E191.49N81°18'08"E165.04S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 N79°57'0 0 " W 166.38 S66 ° 5 5 ' 4 4 " E 195 . 9 3 N 5 3 ° 5 4 ' 2 8 " W 2 5 8 . 4 0 S3 9 ° 2 2 ' 3 6 "E 2 3 1 . 1 2S27°26'01"W139.51S59°49'06"W129.74N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 132.70 N4 3 ° 0 6 ' 4 2 "W 1 3 9 . 1 7 S57°45'31"W79.54S84°41'29"W62.30CH. B R G.= N 4 8 ° 2 6'3 9 "WΔ = 9 7°0 3'2 9 " R =235.0 0 3 9 8 . 0 9 CH.BRG.=N37°53'32"EΔ=75°36'54"R=226.63299.09N0°05'05"E 360.04CH.BRG.=N26°25'07"WΔ=41°37'23"R=250.00181.6130Δ=32°55'47"143.68Δ=8°41'35"37.9330.7530.9830.0030.0030.0030.001515ABBEYFIELD AVENUEBEING 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.DENOTES 1/2" BY 14" IRON MONUMENTSET MARKED BY LICENSE NUMBER 19086,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 13th Addition August / 2016 Page 12 of 12 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 Street 8 Street 9 (Pink) Street 9 (Green)Street 14 Street 16 Street 17 Total Assessment 269.49 195.55 268.06 $96,751 $797,403 $2,094,892 $1,197,267 $94,553 $500,610 $151,938 $45,590 $479,622 $942,810 $415,860 $6,817,296 NOTE: Tract 2 - US Home Corporation is paying overhead in cash for Streets 4, 8 and 9 (green) with the Prestwick Place 7th subdivision agreement 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 Street 8 Street 9 (Pink) Street 9 (Green)Street 14 Street 16 Street 17 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 $113,8397BPRESTWICK PLACE 12TH ADDITION ------8.81 $2,453 $0 $111,386 $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 $27,0067BPRESTWICK PLACE 5TH ADDITION ------2.09 $582 $0 $26,424 $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 $159,064 7B FUTURE FINAL PLAT ------$16,707 $0 $758,714 $0 $0 7B PRESTWICK PLACE 2ND ADDITION ------$3,427 $012.31 $155,637 $0 $775,42060.01 $0 $0 $0 $0 $12,922$0 $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 $910,107 $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 $1,516,728 $664,586 4B ARCON PEMTOM, LLC 7.912 $1,967 $17,951 $54,785 $0 $0 $525,802 $136,740 $0 $0 $270,310$04ADAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY 19.748 $4,908 $44,806--- $0 $571,744 6 AKRON 42 LLC 29.513 $19,017 $988,674 5 US HOME CORPORATION 15.072 $3,746 $34,196 $104,362 $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 $0 $0 $0 $0 $0 $37,984 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 19.18 --- --- --- $0 $0 $0 $0 $0 $425,933 $0 $0 $0 $207,822 $0 $0 $0 $208,038 $0 $0 $451,099 $221,401 $256,136 $0 COST PER ACRE ------$278.40 $0 $12,643.12 $0 $0 $0 $0 7B PRESTWICK PLACE 4TH ADDITION ------10.03 $2,792 $0 $126,810 $0 $0 $0 $0 $0 $0 $0 $129,603 $13,409 $32,181 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $163,1997BPRESTWICK PLACE 13TH ADDITION ------12.63 $3,516 $0 $159,683 $0 OUTLOT A60 9595 85 ΔΔΔ60N64°19'54"W 1001.92N50°46'54"W10.2044.70 SEE SHEET 2NORTHERN NATURAL GAS COMPANYGAS PIPELINE EASEMENT PER DOC.NOS. 97564, 256492 & 104108325. 0 0 25. 0 0 STREET EASEMENTPER DOC. NO. 65623155100100130130115115122269.04OF 2 SHEETS FOR INSETDRAINAGE AND UTILITY EASEMENTOVER ALL OF OUTLOT A11481481513791712669453311621051721018265.84N8°31'33"WS20°28'33"E61.74S4°57'03"E 125.00 83.25N59°48'34"WN0°05'05"E 336.34 65.70S13°14'15"ES 4 2 ° 4 6 ' 1 2 "W 1 6 0 . 0 0C. BRG.=N26°25'07"WΔ=41°37'23"R=220.00159.82265.84N8°31'33"WBEING 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.DENOTES 1/2" BY 14" IRON MONUMENTSET MARKED BY LICENSE NUMBER 19086,UNLESS OTHERWISE SHOWN.ARE SHOWN THUSTHE EAST LINE OF OUTLOT C, PRESTWICK PLACE 2NDADDITION HAS AN ASSUMED BEARING OF N00°05'05"E5510 10 NO 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.DENOTES RESTRICTED ACCESS PER DAKOTA COUNTYCONTIGUOUS PLAT ORDINANCE22VICINITY MAP27KNOW ALL PERSONS BY THESE PRESENTS: That Prestwick LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Dakota,State of Minnesota to wit:Outlot C, PRESTWICK PLACE 2ND ADDITION, according to the recorded plat thereof.Has caused the same to be surveyed and platted as PRESTWICK PLACE 13TH ADDITION and does hereby dedicate to the public for public use the public ways and the easements asshown on this plat for drainage and utility purposes.In witness whereof said Prestwick LLC has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ___________________________________________, its ________________________________________Dean Scott JohnsonPresidentSTATE 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 liabilitycompany, on behalf of the limited liability 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 acorrect 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 becorrectly 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 onthis 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 COMMISSIONApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of __________________, 20 ______.____________________________________ _____________________________________Chair SecretaryCITY COUNCILThis plat was approved by the City Council of the City of Rosemount, Minnesota, this __________ day of __________________, 20 _______, and hereby certifies compliance with allrequirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.____________________________________ _____________________________________Mayor City ClerkCOUNTY SURVEYORI 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 SurveyorBOARD OF COUNTY COMMISSIONERSWe do hereby certify that on the _______ day of _____________________, 20 ______ the Board of Commissioners of Dakota County, Minnesota approved this plat of PRESTWICK PLACE13TH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance.By: __________________________________Chair, County BoardAttest: _______________________________County Treasurer - AuditorDEPARTMENT OF PROPERTY TAXATION AND RECORDSPursuant 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 entered on this ________ day of ______________________, 20 _____._____________________________________DirectorDepartment of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 13TH ADDITION was filed in the office of the County Recorder for public record on this _________ day of ____________________,20 ____, at _____ o'clock ___. M., and was duly filed in Book _____________________ of Plats, Page ______________________, as Document Number _________________________._____________________________________County Recorder 2114814815137917126694533116210572101811STREET EASEMENTPER DOC. NO. 6562315 5ASHFORD PATH3030301010101010101010DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT159.82R=220.00Δ=41°37'23"CH.BRG.=N26°25'07"WN84°23'35"E60.00131.41N5°36'25"W112.79 S89°32'57"E N0°05'05"E26.0042.00 S89°32'57"ES0°05'05"W1335.74114.03N67°08'07"ES0°05'05"W114.03433.82N67°08'07"E265.84N8°31'33"W61.74S20°28'33"E125.00S4°57'03"E83 . 2 5 N5 9 ° 4 8 ' 3 4 " W 336.34N0°05'05"E65.70S13°14'15"E160.00S42°46'12"W15 6 .3 7 R =13 0 5 .0 0 Δ =6 °5 1'5 5 "146.85169.47117.5035.7578.27174.14163.30120.39100.9685.4465.0065.0065.0065.0065.0088.46103.53126.0548.4742 . 9 0 40 . 3 6 42.1865.0065.0065.0065.0034.1531.7034.00100.0065.0065.0065.0065.0065.0030.784.2519.7865.0065.0065.0065.0065.0015.25115.87Δ=32°23'04" 1 1 5 . 8 7 Δ = 3 2 ° 2 3' 0 4 "108.29Δ=30°15'59"109.30Δ=31°50'50"121.94Δ=35°32'00"Δ= 2 6 °21'43" 1 2 8 .83Δ=2°52'13"14.03Δ=18°41'16"83.70Δ=14°31'52"65.09Δ=13°01'16"58.32Δ=13°01'16"58.32Δ=9°57'55"44.63Δ=12°37'28"58.39Δ=12°37'28"58.39Δ = 1 2 ° 3 7 ' 2 8" 5 8 . 3 9 Δ=12°3 7'2 8 " 5 8.3 9 Δ=12°37'28"58.39Δ=12°37'28"58.39Δ=14 °0 4 '5 2 "6 5 .13 Δ=8°46'57"40.62202.00298.00307.00231.00120.0067.0055.0047.00 52.00 57.00 52.00 48.00 43.00 48.00 93. 0 0 1 5 5 . 0 0 1 2 7 . 0 0 58.00145.00N5°33'19"E319.78N18°10'47"E416.93N30°48'15"E425.87N43°25'43"E354.19N56°03'12"E247.83N68°40'40"E191.49N81°18'08"E165.04S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 S89°54'55"E 160.00 N79°57'0 0 " W 166.38 S66 ° 5 5 ' 4 4 " E 195 . 9 3 N 5 3 ° 5 4 ' 2 8 " W 2 5 8 . 4 0 S3 9 ° 2 2 ' 3 6 "E 2 3 1 . 1 2S27°26'01"W139.51S59°49'06"W129.74N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 140.00 N89°54'55"W 132.70 N4 3 ° 0 6 ' 4 2 "W 1 3 9 . 1 7 S57°45'31"W79.54S84°41'29"W62.30CH. B R G.= N 4 8 ° 2 6'3 9 "WΔ = 9 7°0 3'2 9 " R =235.0 0 3 9 8 . 0 9 CH.BRG.=N37°53'32"EΔ=75°36'54"R=226.63299.09N0°05'05"E 360.04CH.BRG.=N26°25'07"WΔ=41°37'23"R=250.00181.6130Δ=32°55'47"143.68Δ=8°41'35"37.9330.7530.9830.0030.0030.0030.001515ABBEYFIELD AVENUEBEING 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.DENOTES 1/2" BY 14" IRON MONUMENTSET MARKED BY LICENSE NUMBER 19086,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. Parcel NameBLOCK 1 LOT 1BLOCK 1 LOT 2BLOCK 1 LOT 3BLOCK 1 LOT 4BLOCK 1 LOT 5BLOCK 1 LOT 6BLOCK 1 LOT 7BLOCK 1 LOT 8BLOCK 1 LOT 9BLOCK 1 LOT 10BLOCK 1 LOT 12BLOCK 1 LOT 13BLOCK 1 LOT 14BLOCK 1 LOT 15BLOCK 1 LOT 16BLOCK 1 LOT 17BLOCK 1 LOT 18BLOCK 2 LOT 1BLOCK 2 LOT 2BLOCK 2 LOT 3BLOCK 2 LOT 4BLOCK 2 LOT 5BLOCK 2 LOT 6BLOCK 2 LOT 7BLOCK 2 LOT 8BLOCK 2 LOT 9BLOCK 2 LOT 10OUTLOT APHASE ONEROW PHASE ONETOTAL BOUNDARYSquare Feet29,133.84035,842.04248,039.62445,287.67326,964.51517,846.36513,716.28911,735.72810,400.00010,400.00010,400.00010,400.00011,962.58914,083.14418,774.66126,042.12423,650.80410,473.47610,556.64010,462.2409,100.0009,100.0009,100.0009,100.0008,987.34211,105.16214,680.7032,611,802.328550,302.07772,557.1183,162,104.405Acres0.6690.8231.1031.0400.6190.4100.3150.2690.2390.2390.2390.2390.2750.3230.4310.5980.5430.2400.2420.2400.2090.2090.2090.2090.2060.2550.33759.95912.6331.66672.592 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 B911,723 SFL6 B69,218 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 SFL26 B116,848 SFL25 B117,244 SFL24 B116,608 SFL52 B126,042 SFL47 B110,400 SFL50 B114,083 SFL49 B111,963 SFL48 B110,400 SFL45 B110,400 SFL46 B110,400 SFL51 B118,775 SFL53 B123,651 SFL11 B914,681 SFL12 B910,489 SFL14 B99,100 SFL15 B99,100 SFL13 B99,764 SFL16 B99,100 SFL17 B99,404 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 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 COURTL28 B319,361 SFL29 B323,139 SFL30 B332,120 SFL31 B341,102 SFL32 B348,655 SFL33 B346,029 SFPH A S E 1 FUT U R E P H A S E S DRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTDRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTL44 B110,400 SFL43 B111,736 SFL42 B113,716 SFL41 B117,846 SFL40 B126,965 SFL39 B145,288 SFL38 B148,040 SFL37 B135,842 SFL36 B129,134 SFL35 B124,583 SFL34 B116,358 SFL33 B116,382 SFL32 B116,508 SFL31 B117,146 SFL30 B116,762 SFL29 B116,877 SFL28 B117,459 SFL27 B116,927 SFL10 B911,105 SFL9 B98,987 SFL8 B99,100 SFL7 B99,100 SFL6 B99,100 SFL5 B99,100 SFL4 B910,462 SFL18 B98,750 SFL3 B910,557 SFL2 B910,473 SF141.495.0140.495.0 170.571.8 136.5 247.855.6142.3252.758.548.0 114.2251.633.132.496.565.0255.365.1259.267.167.0262.6 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 67.0258.045.621.670.2252.870.465.0250.865.1252.657.110.067.0254.669.069.065.0256.465.067.0258.367.065.036.728.365.065.067.067.04.160.965.065.065.067.067.065.065.065.065.09.055.866.0129.265.1146.965.1169.558.4117.5114. 035.858.478.3174. 158.4163. 358.4120. 458.4101. 0 58.4 85.4 19.8 40.6 160.065.0 65.0160.065.0 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. 1 231.165.148.564.614.0 83.748.2156.4131.4 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 1 0 9.3 65.0 65.0 65.0 71.1 29.8 52.662.4 140.761.1 140.044.8 18.5 140.065.0140.065.0 140.0139.560.8 38.3 65.034.676.740.5 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=60.0020.8104.2 50.2 19.8 70.0 65.0 65.0 65.0 135.0286.9425.1563.2701.4673.1645.055.1 60.3 15.276.1317.1152.7152.7152.714.545.770.2115.9115.9108.3 125.0 1 3 9 . 5 129.7140.0140.0140.0140.0140.0132.765.0 65.0 65.0 65.0 65.0 4.3 79.842.940.442.2 65.0 65.0 65.0 65.0 34.2 31.734.0 83.3160.0165.0191.5247.8354.2 4 2 5 . 9 4 1 6 . 9 31 9 . 8 265.8 249.3 251.1 253.0 254.9 256.9 258.8 260.3 260.7 260.0OUTLOT 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 10+03???-0+50941.250+00941.031+00942.752+00944.763+00946.204+00945.765+00944.766+00944.017+00944.768+00945.769+00946.7610+00947.760+00 945.2 0 1+00947.202+00949.203+00951.204+0 0 953. 2 0 5+0 0 953. 9 9 6+0 0 952. 6 7 7+00 951.04 8+00 949.410+00944.701+00946.212+00 947.72 3+00 949.23 4+00 950.74 5+00 951.93 41+78945.960+00939.92 1+00941.92 2+00943.92 3+00945.93 4+00947.37 5+00946.93 6+00945.94 7+00944.94 8+00943.97 9+00944.31 10+00945.3911+00946.4812+00947.5713+00948.6514+00949.7415+00950.8316+00951.9117+00952.6118+00952.0019+00951.0020+00950.0021+00949.0022+00948.0623+00948.5024+00949.5025+00950.5026+00951.1227+00950.5028+00949.5029+00948.5030+00948.5031+00949.5032+00950.5033+00951.5034+00952.5035+00 953.4 4 36+ 0 0 952. 9 8 37+ 0 0 951. 1 2 38+ 0 0 949. 2 0 39 + 0 0 94 7 . 2 8 4 0 + 0 0 9 4 5 . 3 641+00944.530+00944.14 1+00946.10 2+00948.073+00950.034+00951.005+00950.246+00949.247+00949.048+00950.819+00952.6810+00954.5511+00956.4212+00957.2213+00956.1414+00954.7915+00953.4416+00952.1017+00950.750+0 0 953 . 9 2 1+0 0 95 4 . 5 5 2+ 0 0 952 . 9 6 3+00 950.99 4+00 949.039409369349329329329389 4 4 9489 4 2 9 4 0 9 4 6 9 4 8 950950952954954946950944944950946948952956942942942940 9469 4 0 9 3 8 936 938 940 LP: -0+12.54Elev: 941.00HP: 3+25.08Elev: 946.26LP: 6+00.00Elev: 944.01HP: 4 + 8 2 . 7 0 Elev : 9 5 4 . 0 3 HP: 4+25.20Elev: 947.43 LP: 8+32.81Elev: 943.86 HP: 17+03.12Elev: 952.61LP: 22+25.00Elev: 948.00HP: 26+00.00Elev: 951.12HP: 3 5 + 2 6 . 3 7 Elev : 9 5 3 . 5 1 LP: 29+50.00Elev: 948.25LP: 40+74 .33Elev : 944 .41HP: 11+87.16Elev: 957.23LP: 6+60.02Elev: 948.81HP: 3+99.15Elev: 951.00HP: 0 + 8 3 . 7 5 Ele v : 9 5 4 . 5 9 HP: 5+10.1 4 Elev: 951.9 4 954952950956956954950948946942938936934938942947.5944.0 948.0 944.0 944.0948.5 944.0949.0944.5949.5945.0950.0946.0951.0946.5951.5944.3952.5944.8953.0954.0945.8946.3954.5946.8955.0947.3955.5946.8955.0946.3954.5945.3953.5944.8953.0944.3952.5946.5951.5946.0951.0945.5950.5946.0951.0943.8952.0944.3952.5944.8953.0945.8954.0945.3953.5944.8953.0944.3952.5943.8952.0946.0951.0946.0951.0947.0952.0944.3952.5953.0944.8945.3953.5945.8954.0946.3954.5955.0946.8955.5947.3956.0 947.8 956.5 948.3 956. 0 947. 8 955. 0 946. 8 954. 0 945. 8 953. 0 944. 8 951. 5 943. 3 950 . 5 942 . 3 9 4 9 . 5 9 4 4 . 5 9 4 8 . 5 9 4 4 . 0948.0944.0948.0944.0945.5941.5 942.0947.0 948.3943.3 944.5949.5 950.0945.0 944.5949.5 944.0949.0 949.0949.0948.5948.5948.0948.0947.5947.5947.5942.5947.5942.5948.0939.8948.5940.3949.0940.8949.5941.3950.0941.8950.5942.39 5 1 . 0 9 4 2 . 8 951.0 946.0 951.0946.0951.5946.5952.0947.0949.0949.0 951.0946.0952.5947.5953.5945.3953.5945.3953.0944.8952.5947.5952.0947.0949.0944.0948.5943.5947.0947.0 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956. 0 951. 0 955. 0 950. 0 954.0 950. 0 936936930930944936 950 952930944 942 93693693494 8 948950 9509429308-5DW0.5' DROP1-9FB6-6FB38-1FBWO4-4DW6-4DW7-4DW5-4DW1-4DW3-4DW2-4DW12-5FB13-5DW1.5' DROP19-5DW1-5FB2-5FB3-5FB5-5DW4-5DW6-5DW7-5DW9-5FB10-5FB11-5FB23-5DW22-5DW21-5DW20-5DW16-5DW18-5DW14-5DW0.5' DROP3-3DW4-3DW10-3DW7-3FBWO6-3FBWO5-3FBWO13-3DW1-3DW2-3DW14-3DW15-3FBWO16-3FBWO9-3DW23-3FB18-3FBWO17-3FBWO19-3FBWO20-3FBWO21-3DW22-3DW26-3FB24-3FB25-3FB27-3FB2-2FB2' DROP1-2FB2' DROP3-2FB4-2FB5-2DW8-2FBWO11-2FBWO9-2FBWO10-2FBWO7-2FBWO6-2DW1-1DW2' DROP2-1DW1' DROP3-1DW0.5' DROP4-1DW5-1DW9-1FBWO11-1FBWO10-1FBWO7-1DW8-1DW14-1FBWO17-1FBWO16-1FBWO15-1FBWO13-1FBWO12-1FBWO20-1DW22-1DW21-1DW19-1FBWO18-1FBWO23-1DW28-1FBWO26-1FBWO27-1FBWO25-1FBWO24-1FBWO29-1FBWO31-1FBWO32-1DW33-1DW52-1DW1' DROP47-1FBWO50-1DW49-1DW48-1DW45-1FBWO46-1FBWO44-1FBWO51-1DW0.5' DROP53-1DW1' DROP43-1FBWO42-1FBWO41-1FBWO40-1FBWO36-1FBWO37-1FBWO35-1FBWO34-1DW10-9DW1.5' DROP11-9FB12-9DW8-9FB14-9DW15-9DW13-9DW16-9DW6-9DW17-9DW7-9DW1-8FB5-8FB4-8FB14-2DW1-6FB8-6FB7-6FB4-6DW5-6FB3-6DW17-5DW15-3DW11-3DW7-8FB6-8FB13-8DW12-3DW8-3FBWO1-7FB6-7DW12-7FB6-1DW12-2FBWO15-2FB10-7DW7-7DW4-7FB5-7DW3-7FB9-7DW11-7DW2-7FB13-7FB10-8DW11-8DW12-8DW14-8FB2-8FB33-3FBWO3-8FB9-9FB15-8FB2-6FB9-8DW8-8FBE.O.F.945.0E.O.F.940.9E. O . F . 94 0 . 1 E.O.F.947.0E.O.F.951.1E.O.F.951.1E.O.F.950.4E.O.F.942.0E.O.F.945.3E.O.F.932.1E.O.F.942.5E.O.F.945.9954.5959.58-7DW0+00 955.5 0 1+00 956.2 3 2+00 955.3 6 3+0 0 954. 2 1 4+00 953.0 7 5+00 951.93 HP: 0 + 9 6 . 6 7 Elev: 9 5 6 . 2 3E.O.F.940.4E.O.F.948.593 6E.O.F.947.8E.O.F.947.8E.O.F.945.0948948940936938 940938940944 942942942946936936940950940950944936936940950940942944940950936940948942942 946 940 940938938 94 8 950950.1944948950952954CONNEMARA TRAIL140TH STREETAUBURN AVENUEAILESBURY AVENUE ADELAIDE AVENUEABERCORN A V E N U E 141ST STREET WEST141ST STREET 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 EASEMENTABBE Y F I E L D A V E N U E 13-2DWR:941.9R:943.9R:947.3R:945.49409 3 4 94 0 94 8946 9489 5 0 9 5 0942948946 938INFILTRATION BETWEEN 937.7 TO 936INFILTRATION BETWEEN 937.7 TO 936TOP PIPE 937.1TOP PIPE 934.0TOP PIPE 931.2TOP PIPE 930.5TOP PIPE 930.8TOP PIPE 931.3TOP PIPE 931.8TOP PIPE 932.9TOP PIPE 934.9TOP PIPE 937.1TOP PIPE 939.0TOP PIPE 941.2TOP PIPE 941.4TOP PIPE 940.8TOP PIPE 940.1TOP PIPE 939.3TOP PIPE 938.0TOP PIPE 936.2TOP PIPE 935.7TOP PIPE 935.5TOP PIPE 935.3TOP PIPE 935.5TOP PIPE 935.8E.O.F.944.4E.O.F.946.3928140TH STREETASHFORD PATHASH 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 A V E N U E ASHBROOK PATH140TH COURT30-3FBWO31-3FBWO28-3DW32-3FBWO34-3DW29-3FBWO941.5941.5943.8945.4947.0940.3941.6942.9942.9937.7942.6942.6936.8937.9942.6942.8941.6940.7942.0941.7936.9937.0938.8940.5939.8941.3942.3943.0943.0942.5942.1934.1935.4935.7938.6938.8 934.0932.7946.7946.1945.4944.7944.6945.3946.0946.6947.1947.6948.2948.5948.8949.1 949. 3949.6946.0 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935.9936.0936.8938.9941.0943.2941.7944.7945.5945.9944.9944.8 940.5951.57.4%7.4%6.4%5.9%6.8%7.2%8.2%6.5%6.5%7.1%7.9%9.8%8.3%7.5%7.0%6.7%6.8%6.8%6.8%7.8%7.0%6. 0% 6.8%6.6%6.2%7.3%7.2%7.6%9.6%8.6%8.0%8.4%8.2%8.3%7.0%9.1%8.0%7.2%7.6%8.3%8.3%8.7%7.9%7.7%8.2%6.3%7.5%7.1%6.8%8.2%7.7% 7.8% 6.5% 6.5% 6.5% 5.7% 7.5% 6.9% 6.3% 6.5%7.3%7.3%7.8%7.7%6.5% 6.7% 5.8% 6.6% 6.2% 6.1% 7.1% 6.6% 6.0% 7.8% 6.2% 6.0% 6.5% 7.0% 5.9% 7.1% 8.6% 8.5% 7.9 % 7. 9 % 7. 8%7.8%7.6%7.7%7.6%8.1%6.9%6.4%7.2%7.3%7.2%7.8%7.9%7.9%9.3%9.6%8.7%7.2%7.6% 7.1% 6.6% 6.9%6.4%7.1%7.9%6.8%6.1%6.9%8.8%7.6%5.9%8.0%8.0%7.9%6.0 % 5.5 % 6.5 % 7.5 % 7.0 % 7.4% 6.7% 7.9% 7.5% 8.9% 5.0% 5.9%6.1%8.2%8.6%8.8%8.1%8.0%7.9%7.2%8.3%5.6%8.8% 7.5 % 8.1%7.4%7.8%7.6%8.3%6.7%8.0%6.2%8.8%7.1%7.2%6.5%5.4%6.9%7.1%8.4%6.7% 5.9%8.9%8.0%7.2%7.6%5.8%7.2% 7.4% 6.8% 8.9 %6.5%7.1%6.1%6.8%7.9%8.6% 9.1% 7.9% 8.5%938.0941.5940.5942.0943.0943.8944.3944.5946.5946.5945.5944.5943.5944.5944.0943.5943.0942.5941.5940.0939.5938.5945.0944.0948.5948.0946.0944.5944.0944.0950.0950.5951.0950.5946.5945.5948.5949.0948.0945.0944.5943.5943.0949.0949.0949.0949.0949.5946.5946.0947.0947.5947.0946.5945.0944.0943.5944.0944.5947.0947.5948.0947.0946.0945.0947.5947.0946.0944.3943.0942.3939.0941.0941.0941.5943.5944.0945.0946.0947.0947.5947.0946.5946.0945.5945.0945.5944.0943.5943.0942.0942.0942.5943.0943.5944.0944.5945.0944.0943.5943.5942.0941.5942.0942.5943.5944.0945.5944.5946.0946.5946.0945.5945.0944.0943.5942.5942.0941.0940.0940.5942.5941.0946.0946.5948.5949.0950.0950.5951.0950.5949.5948.0946.5945.5939.5940.5940.5943.0943.5944.0944.5944.5943.5942.0940.0942.0942.5943.0942.0942.0941.5941.0940.5940.0939.5939.0938.5938.5938.5939.0939.5940.0936.5938.0939.3941.0940.5940.5940.0940.5940.5943.5944.0945.3946.5941.0941.04:1 MAX SLOPE945.54:1 MAX SLOPEPHASE 1PHASE 1WARNING!!.NORTHERN NATURAL GAS PIPLINE!EXCAVATION AND/OR CONSTURCTIONPHROHIBITED WITHOUT WRITTENCBR:950.8CBR:948.8CBR:952.5CBR:948.7CBR:947.7CBR:946.6CBR:945.4FESINV:934.2CBR:944.1CBR:944.6CBR:944.5CBR:943.9CBR:943.4CBR:940.8CBR:938.9CBR:938.5CBR:933.8FESINV:928.0CBR:940.8943.1CBR:949.5CBR:947.3CBR:947.4CBR:946.7CBR:946.7FESINV:934.8CBR:945.4FESINV:935.1POND #3PERM POOL = 0.94 AC FTLIVE STG = 2.77 AC FTNWL = 936.00100 YR HWL = 939.8010YR HWL = 937.90 AC FT10 DAY SNOW MELT = 940.52 AC FTE.O.F. 950.0 MAINTANCEACCESSMAINTANCEACCESSMAINTANCE ACCESSMAINTANCE ACCESSMAINTANCEACCESSE.O.F.946.0945.4 946.9 948.5 949.5 950.0 950.0 949.5940.8 939.0 940.3 941.3 941.8 941.8 944.5936.5938.0939.5940.5941.0940.5941.0POND #1PERM POOL = 9.60 AC FTLIVE STG = 7.01 AC FTNWL = 936.00100 YR HWL = 938.8210YR HWL = 937.21 AC FT10 DAY SNOW MELT = 940.14 AC FTPOND #2PERM POOL = 3.38 AC FTLIVE STG = 15.11 AC FTNWL = 926.00100 YR HWL = 931.7810YR HWL = 928.64 AC FT10 DAY SNOW MELT = 932.22 AC FTPOND #4LIVE STG = 12.36 AC FTNWL = 936.00100 YR HWL = 938.2310YR HWL = 936.91 AC FT10 DAY SNOW MELT = 939.67 AC FTMAINTANCE ACCESSFESINV:935.4CBR:939.6938930928920924926932934 936 9448.3%7.9%8.0%7.4%6.9%7.0%9407.4%940.3941.0942942940940942948 944948 942 940 940950944946946940 9 4 2 946954 9 5 4 9 5 2 95 2 952952952954 E.O.F. 942.3950.1951.5956 945.1942.2946.6943.0RET A I N I N G W A L L 30FBWO39FBWODWDWDWDW947.9947.9DATE____________ 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.1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTEDAROUND ALL PROPOSED BUILDINGS. SWALES SHALL BECONSTRUCTED AT A MINIMUM OF 2% GRADE.2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS ANDPREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THECITY OF ROSEMOUNT. ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE.3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE.5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THEWORK.6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLYWITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITED TODEWATERING OPERATIONS.7. DRIVEWAY GRADES SHALL BE BETWEEN 3% AND 10%SETBACKSFRONT - 30 FEETSIDE STREET - 20 FEETSIDE - 7.5 FEETREAR - 25 FEETLOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE HWLOF ADJACENT PONDLOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVEHWL OF ADJACENT POND AND 1 FT ABOVE AN EOFDENOTES LEOWET ALLOWABLE FLOOR ELEV.17-15-16PMREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS17-3941.8903.0895.0GARAGE FLOORELEVATIONPROPOSED LOT BLOCKPROPOSEDGROUND ELEVATIONFBWOHOUSE TYPELOWEST ALLOWABLEFLOOR ELEVATION4.8%DRIVEWAY SLOPE895.0MAXIMUM LOT COVERAGELOTS OVER 9750 SF - 35%LOTS AT OR BELOW 9750 - 40%28-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY 15" RCP21" RCP15" RCP15" RCP15" RCP15" RCP 15" RCP21" RCP24" RCP15" RCP48" RCP48" RCP 36" RCP33" RCP30" RCP30" RCP30" RCP21" RCPINV:931.033" RCPINV:926.2 21" RCP21" RCP24" RCP15" RCP15" RCP15" RCP15" RCP18" RCP15" R C P 24" RCP 18" RCP8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC 8" PVC8" PVC12" DIP12" DIP12" DIP8" DIP8" DIP 8" DIP 8" DIPL8 B5L1 B9L6 B6L4 B4L6 B4L7 B4L5 B4L1 B4L3 B4L2 B4L12 B5L13 B5L19 B5L2 B5L3 B5L5 B5L4 B5L6 B5L7 B5L9 B5L10 B5L11 B5L23 B5L22 B5L21 B5L20 B5L16 B5L18 B5L14 B5L3 B3L4 B3L10 B3L7 B3L6 B3L5 B3L13 B3L1 B3L2 B3L14 B3L15 B3L16 B3L9 B3L23 B3L18 B3L17 B3L19 B3L20 B3L21 B3L22 B3L26 B3L24 B3L25 B3L27 B3L2 B2L1 B2L3 B2L4 B2L5 B2L8 B2L11 B2L9 B2L10 B2L7 B2L6 B2L1 B1L2 B1L3 B1L4 B1L5 B1L9 B1L11 B1L10 B1L7 B1L8 B1L14 B1L17 B1L16 B1L15 B1L13 B1L12 B1L20 B1L22 B1L21 B1L19 B1L18 B1L23 B1L11 B9L12 B9L14 B9L15 B9L13 B9L16 B9L17 B9L14 B2L1 B6L8 B6L7 B6L4 B6L5 B6L3 B6L17 B5L15 B5L11 B3L12 B3L8 B3L1 B7L6 B7L12 B7L6 B1L12 B2L10 B7L7 B7L4 B7L5 B7L3 B7L8 B7L9 B7L11 B7L2 B7L13 B7L14 B8L2 B6L9 B8L7 B8L8 B8L10 B8L11 B8L6 B8L5 B8L4 B8L1 B8L2 B8L3 B8L13 B8L12 B8L15 B8L33 B38" PVC 8" PVC 8" PVC 8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC8" P V C 8" PVC 8" PVC 8" PVC8" PVC8" PVCEX CBMHRIM:940.1INV:931.6EX CBMHRIM:939.7INV:931.5 (E)INV:931.0 (W)INV:930.8 (S)EX FESINV=932.9 (15")INV:933.0 (W)INV:927.8 (N)INV:936.0 (E)INV:934.6 (S)EX STMHRIM:939.6EX CBMHRIM:939.4EX CBMHRIM:939.2INV:933.3 (NE)INV:934.0 (S)EX CBMHRIM:939.3INV:934.2EX CBMHRIM:939.3INV:933.9 (N)INV:934.0 (S)INV:933.7 (E)EX CBMHRIM:939.1INV:935.6EX CBMHRIM:939.1INV:935.2 (W)INV:930.9 (N)INV:928.6 (S)EX CBMHRIM:937.7INV:934.4EX CBMHRIM:936.9INV:924.1 (W)INV:932.9 (N)INV:923.3 (E)INV:921.9 (S)EX CBMHRIM:936.9INV:933.2EX CBMHRIM:933.9INV:924.6 (E)INV:924.0 (W)INV:925.5 (N)EX CBMHRIM:933.8INV:925.9EX STMHRIM:933.5INV:921.9 (N)INV:921.0 (S)EX CBMHRIM:931.5INV:925.4 (N)INV:925.4 (W)EX CBMHRIM:931.4INV:925.7 (N)INV:925.7 (S)EX FESINV=926.0 (30")EX FESINV:920.9 (48")EX CBMHRIM:947.3INV:943.3EX CBMHRIM:945.2INV:935.6EX STMHRIM:944.4INV:935.4 (NW)INV:940.1 (NE)INV:935.4 (SE)EX CBMHRIM:944.5INV:936.1 (E)INV:940.7 (SW)INV:936.1 (SE)EX CBMHRIM:944.4INV:941.0EX CBMHRIM:943.9INV:939.8EX CBMHRIM:941.9INV:937.6EX STMHRIM:947.6INV:939.5 (N)INV:938.8 (E)INV:943.2 (W)INV:938.6 (S)EX CBMHRIM:945.4INV:942.2EX CBMHRIM:945.0INV:940.8EX CBMHRIM:944.9INV:941.2EX MHINV:922.3RIM:944.7EX MHINV:922.3RIM:942.2EX MHINV:936.7RIM:940.7EX MHINV:915.7RIM:947.5EX CBMHRIM:933.5INV:930.4MHRIM:951.3INV:939.2MHRIM:950.0INV:928.5INV:928.4MHRIM:949.0INV:926.4INV:926.4INV:926.4INV:926.3MHRIM:947.9INV:929.1INV:929.0MHRIM:947.8INV:933.8MHRIM:946.1INV:929.7INV:929.6MHRIM:944.2INV:930.3INV:930.3INV:930.2MHRIM:946.4INV:931.9INV:931.8MHRIM:946.2INV:931.3MHRIM:945.2INV:923.7EX. INV:923.6MHRIM:952.6INV:940.6MHRIM:951.3INV:939.5INV:939.4MHRIM:948.5INV:936.9INV:936.8MHRIM:947.4INV:929.7INV:929.6MHRIM:946.4INV:934.3INV:934.2MHRIM:945.4INV:932.7INV:932.6MHRIM:944.4INV:931.2INV:931.1MHRIM:944.1INV:928.1INV:928.1INV:928.0MHRIM:942.5INV:930.8MHRIM:941.2INV:927.1EX. INV:925.1MHRIM:950.8INV:932.7INV:932.6MHRIM:953.9INV:933.7INV:933.7INV:933.6MHRIM:957.2INV:945.2MHRIM:952.4INV:934.9INV:934.8MHRIM:949.8INV:935.7INV:935.6MHRIM:948.1INV:936.2INV:936.2INV:936.1MHRIM:951.1INV:939.2INV:939.1MHRIM:952.6INV:940.6MHRIM:951.1INV:939.1L1 B5MHRIM:956.8INV:944.8MHRIM:955.5INV:938.9INV:938.9INV:938.8MHRIM:954.9INV:940.2INV:940.1MHRIM:953.9INV:938.2INV:938.1MHRIM:952.9INV:938.0INV:937.9MHRIM:953.1INV:941.0MHRIM:952.8INV:933.7INV:933.6MHRIM:951.8INV:938.6INV:938.5MHRIM:952.2INV:937.5INV:937.4MHRIM:950.9INV:935.2INV:935.1MHRIM:953.5INV:937.5INV:937.4MHRIM:951.6INV:933.3INV:933.2MHRIM:950.7INV:939.1INV:939.0MHRIM:951.0INV:939.0MHRIM:950.3INV:932.9INV:932.9INV:932.8MHRIM:948.8INV:932.4INV:932.3MHRIM:948.3INV:936.5INV:936.5INV:936.4MHRIM:947.2INV:932.0INV:931.8MHRIM:945.7INV:931.0INV:931.0EX. INV:916.5MHRIM:947.3INV:935.7INV:935.6MHRIM:945.8INV:935.2INV:935.1MHRIM:944.5INV:934.0INV:933.98" PVC 8" P V C 8" P V C8" PVC8" PVC8" PVC8" PVC 8" P V C 8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC8" P V C 8" PV C 8" PVC8" PVC8" PVC8" PVC8" DIP8" DIP8" DIP8" DIP 8" DIP 8" DIP8" DIP8" DIP8" DIP8" DIP8" DIP8" D I P8" DIP8" DIP 8" DIP8" DIP8" DIP8" DIP8" DIP 8" DIP 8" D I P 8" DIP 8" DIP 8" DIP 8" DIP 8" DI P8" DIP8" DIPCONNEMARA TRAIL140TH STREETAUBURN AVENUEAILESBURY AVENUE ADELAIDE AVENUEABERCORN AVENUE141ST STREET WEST141ST STREET 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 EASEMENTABBE Y F I E L D A V E N U E15" RCPL15 B2L13 B224" RCP33" RCP18" R C P 24" R C PTOP PIPE 937.1TOP PIPE 934.0TOP PIPE 931.2TOP PIPE 930.5TOP PIPE 930.8TOP PIPE 931.3TOP PIPE 931.8TOP PIPE 932.9TOP PIPE 934.9TOP PIPE 937.1TOP PIPE 939.0TOP PIPE 941.2TOP PIPE 941.4TOP PIPE 940.8TOP PIPE 940.1TOP PIPE 939.3TOP PIPE 938.0TOP PIPE 936.2TOP PIPE 935.7TOP PIPE 935.5TOP PIPE 935.3TOP PIPE 935.5TOP PIPE 935.8140TH STREETASHFORD PATHASH 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 PATH140TH COURTL31 B3L28 B3L32 B3L34 B3L29 B3L30 B3WARNING!!.NORTHERN NATURAL GAS PIPLINE!EXCAVATION AND/OR CONSTURCTIONPHROHIBITED WITHOUT WRITTENPERMISSIONCONTACT SUZANNE WILSIE952-887-1730CBRIM:945.4CBRIM:944.9CBRIM:944.4CBRIM:944.7CBRIM:943.9CBRIM:943.9FESINV:935.1CBRIM:953.0CBRIM:952.0CBRIM:950.9CBRIM:950.8CBRIM:950.8CBRIM:950.3CBRIM:949.5CBRIM:949.2CBRIM:949.3CBRIM:949.0CBRIM:948.2CBRIM:948.2CBRIM:947.8CBRIM:947.3CBRIM:947.4CBRIM:946.7CBRIM:946.7CBRIM:946.7FESINV:934.8CBRIM:955.9CBRIM:955.6CBRIM:955.5CBRIM:954.5CBRIM:954.3CBRIM:952.0CBRIM:951.1CBRIM:951.0CBRIM:951.0CBRIM:950.8CBRIM:950.3CBRIM:950.2CBRIM:949.3CBRIM:949.2CBRIM:949.2CBRIM:948.8CBRIM:952.5CBRIM:948.7CBRIM:948.7CBRIM:948.5CBRIM:948.3CBRIM:948.3CBRIM:947.9CBRIM:947.7CBRIM:947.6CBRIM:947.6CBRIM:946.9CBRIM:946.6CBRIM:946.1CBRIM:945.7CBRIM:945.4CBRIM:945.3CBRIM:945.2CBRIM:945.2FESINV:934.2CBRIM:944.1CBRIM:944.6CBRIM:944.6CBRIM:944.5CBRIM:944.3CBRIM:944.6CBRIM:944.0CBRIM:944.1CBRIM:944.5CBRIM:944.0CBRIM:943.9CBRIM:943.9CBRIM:943.6CBRIM:943.5CBRIM:943.4CBRIM:943.4CBRIM:943.4CBRIM:940.8CBRIM:940.6CBRIM:940.5CBRIM:938.9CBRIM:938.5CBRIM:933.8FESINV:928.0CBRIM:940.8CBRIM:941.2CBRIM:939.6FESINV:935.4L8 B9L31 B1L29 B1L51 B1L38 B1L7 B9L42 B1L27 B1L49 B1L35 B1L5 B9L40 B1L9 B9L32 B1L46 B1L26 B1L53 B1L37 B1L30 B1L44 B1L50 B1L25 B1L36 B1L43 B1L28 B1L34 B1L39 B1L48 B1L6 B9L41 B1L52 B1L33 B1L47 B1L45 B1L4 B9L10 B9L3 B9L24 B1L18 B9L2 B9MHRIM:950.2INV:939.4MHRIM:949.3INV:939.0DENOTES EXISTING CATCH BASINDENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING STORM MANHOLEDENOTES EXISTING FENCEDENOTES EXISTING F.E.S.DENOTES PROPOSED SANITARY MANHOLEDENOTES PROPOSED HYDRANTDENOTES PROPOSED CATCH BASINDATE____________ 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 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 EASEMENT8-51-96-638-14-46-47-45-41-43-42-412-513-519-51-52-53-55-54-56-57-59-510-511-523-522-521-520-516-518-514-53-34-310-37-36-35-313-31-32-314-315-316-39-323-318-317-319-320-321-322-326-324-325-327-32-21-23-24-25-28-211-29-210-27-26-21-12-13-14-15-19-111-110-17-18-114-117-116-115-113-112-120-122-121-119-118-123-128-126-127-125-124-129-130-131-132-133-152-147-150-149-148-145-146-144-151-153-143-142-141-140-139-136-137-135-134-110-911-912-98-914-915-913-916-96-94-93-92-918-917-97-95-91-85-84-814-21-68-67-64-65-63-617-515-511-37-86-813-812-38-31-76-712-76-112-215-22-69,650 SF10-77-74-75-73-78-79-711-72-713-710-811-812-814-815-810,819 SF2-89,174 SF9-814,252 SF3-89,082 SF8-89,542 SF9-99,075 SF13-29,160 SFAILESBURY AVENUE 140TH STREETASHFORD PATHASH 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 60606060140TH COURTINFILTRATION BETWEEN 937.7 TO 936INFILTRATION BETWEEN 937.7 TO 936L33 B3L30 B3L31 B3L28 B3L32 B3L34 B3L29 B3PLANT LIST: Site Plantings______________________________QTY.KEY COMMON/BOTANICAL NAMESIZE/ROOT SPACING O.C.________________________________________________________________________________________________________________Landscape______________________________Total Trees:1. 1 tree per regular interior Single Family Lot2. 2 trees per corner Single Family Lot1 Tree x 158 Regular Interior Lots = 158 trees_____________________________________________________________________2 Trees x 28 Corner Lots = 56 trees_____________________________________________________________________Akron (County Road 73) & Connemara Trail Screening:_____________________________________________________________________Overstory Trees: 7 trees_____________________________________________________________________Evergreen Trees: 17 trees_____________________________________________________________________Total Trees: 238 trees__________________________________________________________________________________________________________________________________________Miscellaneous Notes______________________________All overstory trees shall be planted on residential lots and not inboulevards. Maintenance and upkeep of trees after warranty periodshall be sole responsibility of the homeowner. SEE STANDARD LOT PLANTING DETAIL (SHEET 2) FOR INDIVIUAL LOT TREES.NO TREES SHALL BE PLANTED WITHIN DRAINAGE & UTILITYEASEMENTS OR OVER POND ACCESS ROUTES. SEE FINALPLAT & GRADING PLAN.TREES SHALL NOT BE PLANTED NEAR WATER OR SEWERSERVICE LINES.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.18-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY 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.DECIDUOUS TREE PLANTINGEVERGREEN TREE PLANTING SHRUB PLANTING PERENNIAL PLANTINGNOTES:1.YARD TREES WILL BE PLANTED BY DEVELOPER AFTER CONSTRUCTION ON LOT IS COMPLETE. TIMING OF INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4.TREE SPECIES WILL BE SELECTED BY DEVELOPER FROM APPROVED SPECIES LIST (SEE SHEET 1).5.TREES INSTALLED ON FRONTS OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.18-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY MEMORANDUM DATE: August 18, 2016 TO: Kyle Klatt, Senior Planner CC: Kim Lindquist, Community Development Director John Morast, Director of Public Works/City Engineer Dan Schultz, Parks and Recreation Director Amy Roudebush, Planning & Personnel Secretary FROM: Mitch Hatcher, Project Engineer RE: Prestwick Place 13th Addition Preliminary Plat Engineering Review SUBMITTAL: Prepared by Probe Engineering, the Prestwick Place Additions Preliminary Plat dated May 31, 2016; resubmitted August 8, 2016. The following review comments were generated from the following documents included in the submittal:  Preliminary Plan comprised of the following: ▫ Existing ▫ Grading ▫ Utility ▫ Street Profiles ▫ Phasing ▫ Details ▫ Erosion Control ▫ Landscape  Prestwick Place 13th Addition Final Plat  Preliminary Stormwater Management Plan and Calculations  Preliminary Geotechnical Evaluation 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. 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 - 2016.xlsm  The developer is responsible for costs associated with upgrading Akron Avenue. This cost is $278.40/acre for a total of $5,239 for Phase 1 of development (Prestwick 13th Addition – 18.82 acres).  The developer is responsible for costs associated with the recent extension of Connemara Trail between Bloomfield and Akron Avenue. This cost is estimated at $12,643.12/acre for a total of $237,943 for Phase 1 of development (Prestwick 13th Addition – 18.82 acres). 3. Show drainage and utility easements on utility plan. 4. Submit grading plan at 1”=50’ or 1”=60’ scale. 5. Information notes for Pond 2 should be moved for clarity. 6. 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. 7. Backyard catch basins should have inlet protection. 8. Rock construction entrances should be located at all development entrances. 9. Improvements are proposed within the Northern Natural Gas pipeline easement. Prior to construction, an agreement will need to be executed with Northern Natural Gas allowing the proposed street and utility crossings and grading. A copy of the agreement shall be submitted to the City. 10. The drainage and utility easement encompassing Pond 2 in the south portion of the site, adjacent to Connemara Trail, should be changed to be designated as a City owned outlot. 11. Drainage and utility easements shall be dedicated over all Outlots. 12. Conservation easements will be required over all ponding and infiltration areas, and shall encompass at minimum the HWL and all naturally vegetated areas. Signage for conservation easements shall be provided by the developer and an extended maintenance warranty shall be required to ensure establishment of the naturally vegetated areas. 13. Provide top of wall and bottom of wall spot elevations for the retaining wall in the SE corner of the site. 14. A temporary cul-de-sac will be required at the end of Ashford Ave at the limits of Phase 1. The cul-de-sac should have a 45’ radius with bituminous curb. 15. Retaining walls exceeding 4 feet in height shall require a plan prepared by a licensed engineer submitted for review and approval by the Building Official prior to permit issuance. 16. Retaining walls and fences are required to be installed by the developer with the mass grading of the site. Retaining walls and fences are required to be owned and maintained by the developer or individual property owners. 17. Sidewalk should be added on north side of 140th Court from Ashbrook Path to the cul-de- sac 18. Pedestrian ramps should be added at the following locations:  NW corner of the north intersection of Abbeyfield & Ashford  SW corner of the south intersection of Abbeyfield & Ashford  NW corner of the intersection of Abercorn & Ashford 19. A street lighting plan shall be submitted for review and. 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 STORMWATER COMMENTS: 20. Show EOF routes from all low points. Add an EOF between lots 5-6/4-6. 21. Flow path for EOF located west of 1-7 is not located within a drainage and utility easement. 22. All ponds need outlets. Need to show alignments for outlet pipes. 23. All reginal basins should have outlet pipes with control structures containing a weir wall set at the 100-yr, 24-hr rainfall event and an orifice with a sluice gate set at the NWL. Orifice should be sized to allow 0.05 cfs/acre of drainage area when the basin is at the HWL. 24. Lining of NURP ponding areas is not required by the City; however, the developer may want to consider as ponding areas will likely not maintain vegetation below the NWL. 25. Outlet pipes shall either be submerged or have a skimmer structure meeting the requirements outlined in the City Engineering Guidelines (section II.3.f) PRELIMINARY UTILITY PLAN: 26. Storm sewer inlets are generally required every 300’. Anticipate additional inlets will be required on Ashbrook Path and Ashford Path. 27. Mid radius catch basins are not allowed. Changes will be made during final design. 28. 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 installation of 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. These restrictions should be added as a restriction on the property deed. 29. The width of drainage and utility easements over all public utilities shall be verified during final design. 30. 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. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015. EXCERPT OF DRAFT MINUTES PLANNING COMMISSION REGULAR MEETING AUGUST 23, 2016 7.a. Request by Prestwick LLC for a revised Final Plat for Prestwick Place 13th Addition to build an additional 28 single family homes in the first development phase of the preliminary plat area. (16-22-FP). Senior Planner Klatt gave a brief summary of the staff report. Commissioner Clements inquired about the double loaded sidewalks shown on many streets. Klatt stated that only Ashford Path would have double loaded sidewalks and the rest will be single. Commissioner Forester questioned if the temporary turnaround would need to accommodate a fire truck. Klatt stated it would. Motion by Forester to recommend that the City Council Approve the Final Plat for Prestwick Place 13th Addition, subject to the following conditions: 1. Execution of a Subdivision Agreement. 2. Drainage and utility easements with storm sewer infrastructure 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. Conservation easements shall be recorded over all wetlands, wetland buffers, stormwater ponds and stormwater buffer strips. Fences are not allowed in the conservation easements. 4. Provision of $12,100 for landscaping security (44 trees x $250/tree x 110%). 5. Payment of $139,400 for Fee-in-Lieu of Park Dedication. 6. Compliance with the conditions and standards within the City Engineer’s Memorandum dated August 18, 2016. 7. Construction of a temporary turn-around at the end of Ashford Path until such time that this road is extended into a future development phase. Second by Clements. Ayes: 5. Nays: 0.