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6.m. Request by U.S. Home, LLC, for Approval of the Talamore 3rd Addition Final Plat
EXECUTIVE SUMMARY Regular City Council Meeting: April 4, 2023 AGENDA ITEM: Request by US Home, LLC, for Approval of the Talamore 3rd Addition Final Plat AGENDA SECTION: Consent PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.m. ATTACHMENTS: Resolution; Subdivision Agreement; Site Location; Preliminary Plat; Final Plat; Grading Plan; Utility Plan; Landscape Plan; Engineer’s Memo dated March 14, 2023; Parks and Recreation Director’s memo dated March 13, 2023 APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt a resolution approving the Final Plat for Talamore 3rd Addition, subject to conditions. Motion to approve the subdivision agreement between the City of Rosemount and U.S. Home, LLC to construct Talamore 3rd Addition. SUMMARY Applicant: U.S. Home, LLC (dba Lennar) Location: North of County Road 42 and .5 miles east of Akron Avenue. Gross Area: 64.248 Acres Net Area: Approx. 21 Acres Proposed Lots: 83 lots (49 single family lots and 34 townhomes) Net Density: 3.0 Units/Acre Existing Comp Plan Designation: LDR - Low Density Residential and MDR - Medium Density Residential Existing Zoning: R1-PUD: Low Density Residential Planned Unit Development and R3-PUD: Medium Density Residential Planned Unit Development PLANNING COMMISSION ACTION The Planning Commission reviewed this request at its meeting on March 20, 2023. The Commission voted unanimously, as part of its consent agenda, to recommend the City Council approve the request. BACKGROUND The Planning Commission reviewed the Preliminary Plat and Planned Unit Development Master Development Plan with Rezoning of the site at its meeting in November 2021, where the Commission recommended approval of the request. The City Council subsequently followed the Planning Commission’s recommendation and approved the proposed development, the name of which was not final at that time. In order for the applicant to acquire the property, Talamore’s 1st Addition was essentially a lot split. Talamore 2nd Addition was the first subdivision of the development area into buildable lots and 2 was approved by the City Council in July 2022. Talamore 3rd Addition will be the second phase of the development with open area left for future development. Talamore is a mixed residential development containing a combination of 139 traditional and smaller lot single family homes as well as 86 townhomes. The townhomes are located near the southeast portion of the development along the extension of Connemara Trail, which is essentially the southern boundary of the site. Talamore 2nd Addition contains a total of 88 lots which consists of 52 single-family lots and 36 townhome lots and as well as an outlot area for a public park. Talamore 3rd Addition will contain 83 lots consisting of 49 single family lots and 34 townhome lots. Staff finds the proposed Talamore 3rd Addition final plat consistent with the preliminary plat approved by Council and is recommending approval. ISSUE ANALYSIS Legal Authority The Final Plat application is Quasi-Judicial because the City has a set of standards and requirements for reviewing this type of application that is described in detail below. Generally, if the Final Plat meets the ordinance requirements it must be approved. Land Use and Zoning The subject property is guided LDR-Low Density Residential and MDR-Medium Density Residential, and it is zoned R1 PUD – Low Density Residential Planned Unit Development and R3 PUD – Medium Density Residential Planned Unit Development. Therefore, the subject property is subject to all the standards of the R1-Low Density Residential and R3 – Medium Density Residential as well as the standards contained within the PUD. The Talamore PUD contained several deviations from the base standards of the two zoning districts including the following: 1. Section 11-2-15 F. Single Family Detached Dwelling Garage Requirements: The home designs do not need to include an option for a third garage stall. 2. Section 11-2-8 A. Single Family Attached Dwellings and Townhome Requirements and Standards: The maximum number of units per building adjacent to single-family districts from 4 to 6. 3. Section 11-4-5 F. 1. R-1 Minimum Lot Area: Reduce the minimum lot area from 10,000 to 5,842 square feet. 4. Section 11-4-5 F. 2. R-1 Minimum Lot Width: Reduce the minimum lot width to forty-five (45) feet. 5. Section 11-4-5 F. 4. R-1 Minimum Front Yard Setback: Reduce the front yard setback to twenty-five (25) feet. 6. Section 11-4-5 F. 5. R-1 Minimum Side Yard Setback: Reduce the side yard setback to seven and one half (7.5) feet. 7. Section 11-4-5 F. 9. R-1 Maximum Lot Coverage: Increase the maximum lot coverage to forty- five percent (45%) for lots less than 9,750 square feet in area and thirty five percent (35%) for lots more than 9,750 square feet in area. The following table shows a comparison of the standards contained within the City Code with those of the Talamore Planned Unit Development Agreement. Comparison of Lot Requirements and Standards Category Standard R-1 Zoning Talamore Min. Lot Size 10,000 sq. ft. 5,842 sq. ft. Min. Lot Width 80 ft. 45 ft. Min. Front Yard Setback 30 ft. 25 ft. Min. Side Yard Setback 10 ft. 7.5 ft. Min. Rear Yard Setback 30 ft. 30 ft. 3 Max. Lot Coverage 30% 35% to 45% 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 Dunmore Farms (now Talamore) Preliminary Plat was approved on December 21, 2021 consisting of 139 single-family lots and 86 townhomes. Talamore 1st Addition was approved by in May 2022 and was ultimately a land split and did not consist of platting of the proposed 225 lots. Talamore 2nd Addition was approved in July 2022 and consisted of 88 lots, 52 single-family and 36 townhome lots The current application proposes to plat 49 single-family lots and 34 townhome lots for this second phase of the Talamore development along with one outlot. Staff finds that the Final Plat is consistent with the Preliminary Plat and meets the requirements of the Zoning Ordinance. Parks and Open Space The Rosemount Parks and Recreation Department reviewed the proposed Final Plat and is recommending cash-in-lieu of land for the proposed 83 lots. Talamore 2nd Addition was required to provide both land dedication and as well as cash-in-lieu of land. The City recommended land be dedication for a public park within the development, which was reflected on the approved final plat. The cash-in-lieu of land for Talamore 3rd Addition totals $263,500 (49 units x $3,400 and 34 units x $2,850). The Rosemount Parks and Recreation Director has provided a memo, which is attached, containing a breakdown of how that amount is calculated. Landscaping Talamore 3rd Addition contains 89 trees placed along the street in the front of the single-family lots and townhomes. Additional trees will be planted within the common areas of the townhome neighborhood and as well as along Connemara Trail. A landscape surety in the amount of 110% of the cost of the trees to be planted is required by the City Code. That amounts to $29,370 (89 x $300 plus 10%), and provision of the surety is listed as a condition of approval in the recommended action. Engineering Street and utility access into the site come from the Emerald Isle development located west of the Talamore Development. This Addition will contain five local residential streets segments with one of the segments stemming off from the Connemara Trail expansion. The utility plan for the site is consistent with the City’s sewer and water plan and the construction plans that were submitted appear consistent with the preliminary plat engineering and stormwater design. The Assistant City Engineer has reviewed the proposed Final Plat and provided the attached Engineer’s memo dated March 14, 2023. RECOMMENDATION The Planning Commission and Staff recommends approval of the Final Plat for Talamore 3rd Addition. This recommendation is based on the information submitted by the applicant, findings made in this report, and the conditions detailed in the attached memorandums. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2023-XX A RESOLUTION APPROVING THE FINAL PLAT FOR TALAMORE 3RD ADDITION WHEREAS, the Community Development Department of the City of Rosemount received a request for Final Plat approval from U.S. Home, LLC., concerning property legally described as: Outlot C and Outlot D, TALAMORE 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota WHEREAS, on March 20, 2023, the Planning Commission of the City of Rosemount reviewed the Final Plat for Talamore 3rd Addition; and WHEREAS, on March 20, 2023, the Planning Commission recommended approval of the Final Plat for Talamore 3rd Addition, subject to conditions; and WHEREAS, on April 4, 2023, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendation and the Final Plat for Talamore 3rd Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Final Plat for Talamore 3rd Addition, subject to the following conditions: a. Execution of a Subdivision Agreement. b. Adherence with conditions of the Preliminary Plat and Master Development Plan approvals. c. Compliance with the conditions and standards within the City Engineer’s Memorandum dated March 14, 2023. d. Drainage and utility easements with storm sewer infrastructure, except ponding or infiltration areas, may contain fences, but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. e. Compliance with the conditions and standards within the Parks and Recreation Director’s Memorandum dated March 13, 2023. f. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. g. Provision of $29,370 for Landscaping Surety. h. Incorporation of any easements necessary to accommodate drainage, ponding, streets and utilities. ADOPTED this 4th day of April 2023, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk 1 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 SUBDIVISION AGREEMENT Talamore 3rd Addition AGREEMENT dated this day of , 2023 by and between the CITY OF ROSEMOUNT, a Minnesota municipal corporation, (the "City"), and U.S. HOME, LLC, a Delaware 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 TALAMORE 3RD 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. Execution of a Subdivision Agreement to secure the public and private improvements. b. Adherence with the conditions of the Preliminary Plat and Master Development Plan approvals. c. Compliance with the conditions and standards within the City Engineer’s Memorandum dated March 14, 2023 concerning design and installation of public infrastructure and including grading, erosion control, streets and utilities. d. Compliance with the conditions and standards within the Park and Recreation Director’s Memorandum dated March 13, 2023. e. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. f. Incorporation of any easements necessary to accommodate drainage, ponding, trails, underpasses, conservation areas, streets and utilities. g. Provision of $29,370 for landscaping surety. h. Payment of $263,500 for Fee-In-Lieu of Park Dedication. i. Drainage and utility easements with storm sewer infrastructure, except ponding or infiltration areas, may contain fences, but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. 2 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 3. Phased Development. The City may refuse to approve final plats of subsequent additions of the plat if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until Subdivision Agreements for such phases are approved by the City. 4. Effect of Subdivision Approval. For two (2) years from the date of this Agreement, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Guide Plan, official controls, platting or dedication requirements enacted after the date of this Agreement. 5. Development Plans. The subject property shall be developed in accordance with the following plans, specifications and contract documents, original copies of which are on file with the City Engineer. The plans and contract documents may be prepared, subject to City approval, after entering this Agreement, but before commencement of any work on the Subject Property. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A - Plat Plan B - Soil Erosion Control Plan and Schedule Plan C - Drainage and Storm Water Runoff Plan Plan D - Plans and Specifications for Public Improvements Plan E - Grading Plan and House Pad Elevations Plan F - Street Lights Plan G - Landscape Improvements All Improvements, including Developer Improvements and City-Installed Public Infrastructure Improvements (if any) that lie within the public right-of-way or easements and are improvements listed in Minnesota Statutes, Section 429.021 (hereinafter Public Improvements) will be designed by the Developer and must be approved by the City Engineer. The Developer will prepare plans and specifications for Public Improvements which shall be approved by the City Engineer. Such approvals shall not be unreasonably withheld and the City shall approve or provide Developer with necessary revision comments within 30 calendar days of Developer submittal of Public Improvement plans and specifications. The City will perform all construction inspection for the Public Improvements, at the Developer’s expense. Construction inspection includes but is not limited to inspection, documentation, and monitoring. 6. Installation by Developer. The Developer shall install or cause to be installed and pay for the following, hereinafter referred to as the “Developer Improvements”: A. Surveying and staking B. Surface improvements (paved streets, sidewalks, trails, etc.) 3 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 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. Developer agrees to construct Connemara Trail from approximately station 21+05 to the east (station 29+10) as shown on the Talamore 3rd Addition Construction Plans as prepared by Westwood at a future date, but not later than October 31, 2024. This construction may be included as part of a future phase of the Talamore development thus satisfying this condition. Developer will provide additional securities as necessary for this work no less than 10 days prior to planned construction. L. Other items as necessary to complete the development as stipulated herein or in other agreements 7. Time of Performance. The Developer shall install all required improvements, excepting the wear course of pavement, enumerated in Paragraph 6 that will serve the subject property by December 31, 2023, subject to delays due to inclement weather, casualty, labor strikes, material shortages, or other force majeure not within the Developer’s reasonable control. The pavement wear course shall be completed by December 31, 2024. 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 2023-09), shall be designed, inspected, surveyed and administered by the City, and installed in the Subject Property at Developer expense by a Contractor selected by the City through the public bidding process: A. None 9. [This Section Intentionally Left Blank] 10. Security for Developer Improvements. To guarantee compliance with the terms of this Agreement, payment of the costs of all Developer Improvements, and construction of all Developer Improvements (as noted in Paragraph 6), the Developer shall furnish the City with a cash deposit or irrevocable letter of credit from a local bank (“security”) in the amount of Four Million Six Hundred Twenty-Two Thousand Five Hundred Fifty-Two Dollars ($4,622,552). The amount of the security was calculated as follows: 4 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 Refer to Exhibit A and Exhibit B for an explanation of each item. The bank and form of the letter of credit or other security shall be subject to the approval of the City Administrator. The letter of credit shall be automatically renewable until the City releases the developer from responsibility. The letter of credit shall secure compliance with all terms of this Agreement and all obligations of the Developer under it. The City may draw down on the letter of credit without notice if the obligations of the Developer have not been completed as required by this Agreement. In the event of a default under this Subdivision Agreement by the Developer, the City shall furnish the Developer with written notice by certified mail of Developers default(s) under the terms of this Subdivision Agreement. If the Developer does not remove said default(s) within two (2) weeks of receiving notice, the City may draw on the letter of credit and take such steps as it deems necessary to remedy the default. With City approval, the letter of credit may be reduced from time to time as financial obligations are paid and Developer Improvements and other Developer obligations are completed to the City’s requirements. 11. Grading Plan/Site Grading. Site grading shall be completed by the Developer at its cost and approved by the City Engineer. The completion of grading activities will need to be coordinated by 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 No.Item Cost 110%Calculation 1 Grading and Erosion Control 25,000$ 27,500$ Minimum $25,000* 2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000 3 Survey Monumentation 41,500$ 45,650$ $500/lot x 83 lots 4 Landscaping 26,700$ 29,370$ Per City Planner (89 trees x $300) 5 Street Lights 45,000$ 49,500$ $7500/light x 6 lights 6 Surface Improvements 897,790$ 1,122,237$ 125% 7 Water Main Improvements 350,556$ 438,194$ 125% 8 Sanitary Sewer Improvements 536,958$ 671,197$ 125% 9 Storm Sewer Improvements 724,190$ 905,237$ 125% 10 Connemara Water Main & Storm Sewer Interceptor 1,044,933$ 1,306,166$ 125% Total 3,717,626$ 4,622,552$ Letter of Credit for Developer Improvements (due with signed agreement) 5 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 control plan, seed shall be rye grass or other fast-growing seed suitable to the existing soil to provide a temporary ground cover as rapidly as possible. All seeded areas shall be mulched and disc-anchored as necessary for seed retention. All basement and/or foundation excavation spoil piles shall be kept completely off City right-of-way and shall be completely surrounded with an approved erosion control silt fence. Approved erosion control fencing shall be installed around the perimeter of each lot or at City-approved locations at the time of building permit issuance and remain in place until the lot is seeded or sodded. A 20-foot opening will be allowed on each lot for construction deliveries. The parties recognize that time is critical in controlling erosion. If development does not comply with the erosion control plan and schedule, or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. This right also applies to the required erosion control for basement and/or foundation excavation spoil piles. The City will attempt to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s or City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay any costs. No development will be allowed, and no building permits will be issued unless the Subject Property is in full compliance with the erosion control requirements. 14. Planting and Seeding. Landscaping shall be in accordance with Landscape Plans approved by the City Planner. 15. Clean up. The Developer shall clean streets of dirt and debris that has resulted from construction work by the Developer, its agents or assignees. The City will inspect the site on a weekly basis and determine whether it is necessary to take additional measures to clean dirt and debris from the streets. Costs for City inspection of onsite erosion and sediment control shall be at the Developer’s expense. After a 24- hour verbal or written notice to the Developer, the City will complete or contract to complete the clean- up at the Developer’s expense in accordance with the procedures specified in Paragraph 13. The Developer shall inspect and, if necessary, clean all catch basins, sumps, and ponding areas of erosion/siltation and restore to the original condition at the end of home construction within this development. All silt fence and other erosion control should be removed following the establishment of turf. These items are to be secured through the letter of credit as is noted in Exhibit A. 16. Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the Public Improvements lying within public rights-of-way and easements shall become City property without further notice or action unless the improvements are specifically identified herein as private infrastructure. 17. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of two (2) years after its completion and acceptance by the City or such longer period as is specified in plans and specifications for Public Improvements. All trees, grass and sod shall be warranted to be alive, of good quality and disease free for twenty-four (24) months after planting. Vegetation surrounding ponds and/or wetlands shall be warranted to be alive, of good quality and weed free for three (3) years after planting. 6 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 For each pond/wetland in the development, the developer shall provide to the City Engineer an inspection report by July 31 each year which includes the following: A. Date of inspection B. Name of person responsible for inspection C. Photos of the pond/wetland area confirming the vegetation is established as intended D. Maintenance plan describing the required maintenance activities and tentative schedule. 18. Responsibility for Costs. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Subject Property including, but not limited to, Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the subdivision and the plat, the preparation of this Agreement and any amendments hereto, and all costs and expenses incurred by the City in monitoring and inspecting the development of the Subject Property. B. The Developer shall reimburse the City for costs incurred in the preparation and enforcement of this Agreement, including engineering and attorney’s fees. Upon request, the City shall provide invoices, in reasonable detail, as to any such fees. The estimated City fees of Four Hundred Twelve Thousand Nine Hundred Ninety-Two Dollars ($412,992) shall be deposited with the City at the time this Agreement is signed, and represent the following amounts: If the actual City fees exceed this estimate, the Developer shall pay the additional costs to the City within thirty (30) business days of the request. If actual City fees are lower than this estimate, any surplus funds will be returned to the developer when the project fund is reconciled and closed. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) business days after receipt. If the bills are not paid on time, the City may halt development work and construction including, but not limited to, the issuance of building permits for lots that the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of nine percent (9%) per year. D. The Developer shall pay all energy costs for street lights installed within the Subject Property for 24-months at a cost of $30/month/light. After that, the City will assume the energy costs. No.Item Cost Estimated Construction Cost 2,509,493$ 1 Engineering Fees 250,949$ 2 Attorney Fees 3,000$ 3 5% City Administrative Fees 125,475$ 4 Street Light Energy Cost 4,320$ 5 GIS Fees 4,980$ 6 Trail Fog Seal 1,289$ 7 Seal Coating 22,979$ Total 412,992$ $0.30/SF x 4,296 SF $1.70/SY x 13,517 SY 10% of Estimated Construction Cost Estimate 5% of Estimated Construction Cost 6 lights x 24 months x $30/month $60/unit x 83 units City Fees (due with signed agreement) Calculation Developer's Estimate (Lines 6 - 9 above) 7 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 E. The Developer will pay the cost of sealcoating the public streets within the development at a cost of $1.70/SY. The sealcoating will be completed within three (3) years following wear course placement. F. The Developer will pay the cost of fog sealing the public trails within the development at a cost of $0.30/SF. The fog sealing will be completed within three (3) years following trail installation. 19. Indemnification. The Developer shall hold the City and its officers, agents and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat or subdivision approval and development of the Subject Property, except for any costs or expenses arising from the intentional acts or gross negligence of the City, it’s agents, employees or contractors. The Developer shall indemnify the City and its officers, agents and employees for all costs, damages or expenses that the City may pay or incur in consequence of such claims, including attorney’s fees. Notwithstanding any other provision in this Agreement to the contrary, Developer agrees that it will not be able to submit a claim for extra work or for monetary damages (for delay or otherwise), or request an extension of time to complete the work, for any reason arising out of or relating to: (1) the COVID- 19 pandemic; or (2) any national, state, or local declaration, resolution, or order relating to the COVID- 19 pandemic, unless such declaration, resolution or order prohibits work on the project. The contract completion date shall be extended for the period of the required stoppage in work but without any claim for delay damages. 20. Insurance. The Developer agrees to take out and maintain or cause to be taken out and maintained until six months after the City has accepted the Subdivision Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer’s work or the work of its contractors or subcontractors. Liability limits shall not be less than $500,000 when the claim is one for death by wrongful act or omission or for any other claim and $2,000,000 for any number of claims arising out of a single occurrence, and twice said limits when the claim arises out of the release or threatened release of a hazardous substance. The City shall be named as an additional insured on the policy. The certificate of insurance shall provide that the City must be given the same advance written notice of the cancellation of the insurance as is afforded to the Developer. 21. Park and Utility Fees. The Developer agrees to pay fees, charges and assessments set forth in this Section prior to, or at the time of execution of this agreement by the City: A. Park dedication fees in the amount of $263,500 B. Storm Sewer Trunk Area Charges in the amount of $129,618. C. Sanitary Sewer Trunk Area Charges in the amount of $22,217 D. Watermain Trunk Area Charges in the amount of $134,336 E. The credit for construction of stormwater interceptor and water main oversizing within Connemara Trail is calculated to be $1,044,933. This credit will be applied to the Development Fees for Talamore 3rd in the amount of $549,671 which is equal to the amounts in A. – D. above. The remaining credit of $495,262 will be applied as part of future Talamore phases. 8 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 Or other amounts for such fees as in effect at the time of plat approval. 22. Service Charges. The Developer understands that builders will be required to pay for the Subject Property fees, charges and assessments in effect at the time of issuance of building permits. The rates for each of these items will be set according to the current rate structure at the time the building permit is received. The fees, charges, and assessments in effect as of the date of this agreement are: A. Metropolitan Council Environmental Services Availability Charges per SAC unit (current rate is $2,485). B. Storm Sewer Connection Charges per single family unit and per multiple family unit (single family currently at $770; multi-family currently at $290 per housing unit). C. Sanitary Sewer Availability Charges per SAC unit (currently at $1,200/SAC unit). D. Water Availability Charges per SAC unit (currently at $2,425/SAC unit for single family residential and multi-family residential). 23. Building Permits. No occupancy permits shall be issued until: A. The site grading is completed and approved by the City. B. All public utilities are tested, approved by the City Engineer, and in service. C. All curbing is installed and backfilled. D. The first lift of bituminous is in place and approved by the City. E. All building permit fees are paid in full. F. No early building permits will be issued without prior authorization from the City Building Official. The Developer, in executing this Agreement, assumes all liability and costs for damage or delays incurred by the City in the construction of Public Improvements caused by the Developer, its employees, contractors, subcontractors, material men or agents. No occupancy permits shall be issued until the public streets and utilities referred to in paragraph 6 and 8 are in and approved by the City (excluding the final wear course of bituminous), unless otherwise authorized in writing by the City Engineer. 24. Record Drawings. At project completion, Developer shall submit record drawings of all public and private infrastructure improvements in accordance with the City’s Engineering Guidelines. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 25. Developer’s Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, draw on the letter 9 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 of credit or other security described in section 10, or levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, Section 429.081. 26. Miscellaneous. A. The Developer represents to the City that the development of the Subject Property, the subdivision and the plat comply with all city, county, metropolitan, state and federal laws and regulations including, but not limited to: subdivision ordinances, zoning ordinances and environmental regulations. If the City determines that the subdivision, or the plat, or the development of the Subject Property does not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Agreement. C. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph or phase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. If building permits are issued prior to the completion and acceptance of Public Improvements, the Developer assumes all liability and costs resulting in delays in completion of Public Improvements and damage to Public Improvements caused by the City, the Developer, its contractors, subcontractors, material men, employees, agents or third parties. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City’s failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land and may be recorded against the title to the subject property. The Developer shall take such steps, including execution of amendments to this Agreement, as are necessary to effect the recording hereof. After the Developer has completed the work required of it under this Agreement, at the Developer’s request, the City will execute and deliver to the Developer a release. H. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I. The Developer may not assign this Agreement without the written permission of the City Council. 10 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 J. The Developer acknowledges that the City may issue additional requirements outside of the 2023 General Specifications and Standard Detail Plates for Street and Utility Construction or the 2008 Engineering Guidelines as the City is in the process of updating these documents. The review process may require additional time and expense due to this process, which shall be the Developer’s responsibility. 27. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: MN Land Division U.S. Home, LLC 16305 36th Avenue North, Suite 600 Plymouth, MN 55446 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by registered mail in care of the City Administrator at the following address: City Administrator Rosemount City Hall 2875 145th Street West Rosemount, Minnesota 55068 [Remainder of page intentionally left blank.] Signature Page Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 IN WITNESS WHEREOF, the parties have hereunto set their hands the day and year first above written. CITY OF ROSEMOUNT BY: Jeffery D. Weisensel, Mayor BY: Erin Fasbender, City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ___ day of __________, 2023 by Jeffery D. Weisensel, Mayor, and Erin Fasbender, City Clerk, of the City of Rosemount, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public U.S. HOME, LLC BY: Jon Aune, its Vice President STATE OF MINNESOTA ) ) SS COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ___ day of __________, 2023 by Jon Aune, Vice President of U.S. Home, LLC, a Delaware limited liability company, on behalf of said corporation. Notary Public Drafted By: City of Rosemount 2875 145th Street West Rosemount, MN 55068 Exhibit A Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 EXHIBIT A The following clarifies the various portions of the letter of credit for Developer Improvements that are outlined in the Subdivision Agreement: Grading & Erosion Control – A restoration and erosion control bond to ensure re-vegetation and erosion control ($3,500/acre). Note: The minimum surety amount is set at $25,000. Pond Restoration/Erosion Control Removal – A security to allow for cleaning of sedimentation ponds prior to City acceptance, and removal of any installed erosion control measures such as silt fence and wood fiber blanket following development of 75 percent of adjoining lots (estimated lump sum). Survey Monumentation – An amount equal to 110% of the cost to monument all lots within the development. Landscaping – An amount equal to 110% of the cost to complete the minimum required landscaping. If additional landscaping is planned, a surety for that cost is not required. Street Lighting – An amount equal to 110% of the cost to complete the minimum required lighting. If additional lighting is planned, a surety for that cost is not required ($7,500 per light has been used to calculate this cost). Exhibit B Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 EXHIBIT B (SUMMARY OF DEVELOPMENT FEES AND LOT AREAS) Talamore 3rd EXHIBIT B (Page 1 of 2) No. Item Cost 110% Calculation 1 Grading and Erosion Control 25,000$ 27,500$ Minimum $25,000* 2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000 3 Survey Monumentation 41,500$ 45,650$ $500/lot x 83 lots 4 Landscaping 26,700$ 29,370$ Per City Planner (89 trees x $300) 5 Street Lights 45,000$ 49,500$ $7500/light x 6 lights 6 Surface Improvements 897,790$ 1,122,237$ 125% 7 Water Main Improvements 350,556$ 438,194$ 125% 8 Sanitary Sewer Improvements 536,958$ 671,197$ 125% 9 Storm Sewer Improvements 724,190$ 905,237$ 125% 10 Connemara Water Main & Storm Sewer Interceptor 1,044,933$ 1,306,166$ 125% Total 3,717,626$ 4,622,552$ *Mass Grading performed as part of Talamore 2 No. Item Cost Estimated Construction Cost 2,509,493$ 1 Engineering Fees 250,949$ 2 Attorney Fees 3,000$ 3 5% City Administrative Fees 125,475$ 4 Street Light Energy Cost 4,320$ 5 GIS Fees 4,980$ 6 Trail Fog Seal 1,289$ 7 Seal Coating 22,979$ Total 412,992$ No. Item Cost 1 Storm Sewer Trunk Charge 129,618$ 2 Sanitary Sewer Trunk Charge 22,217$ 3 Water Trunk Charge 134,336$ 4 Park Dedication 263,500$ 5 Connemara Storm Interceptor Credit (549,671)$ Total (0)$ Estimate 5% of Estimated Construction Cost 6 lights x 24 months x $30/month $60/unit x 83 units $0.30/SF x 4,296 SF 10% of Estimated Construction Cost Letter of Credit for Developer Improvements (due with signed agreement) City Fees (due with signed agreement) Calculation Developer's Estimate (Lines 6 - 9 above) $6500/acre x 20.667 acres $1.70/SY x 13,517 SY Development Fees (due before signed plat is released) Calculation $6865/net developable acre x 18.881 acres $1075/acre x 20.667 acres Extension of 1,234' of storm inteceptor as part of the comprehensive plan. This credit is calculated in Exhibit C and is equal to $1,044,933. For Talamore 3rd, $549,671 will be credited to development fees. The remaining credit of $495,262 will be carried forward to future phases. Block Lots Units Block Lot Units SQ FT Acres 1 6 6 1 1 1 11084.154 0.254 2 6 6 1 2 1 10,542.309 0.242 3 13 13 1 3 1 9,924.403 0.228 4 6 6 1 4 1 9,637.685 0.221 5 12 12 1 5 1 9,594.288 0.220 6 6 6 1 6 1 9,580.344 0.220 7 17 16 2 1 1 12,492.030 0.287 8 19 18 2 2 1 9,105.087 0.209 2 3 1 9,166.625 0.210 2 4 1 9,039.655 0.208 Total 85 83 2 5 1 8,828.542 0.203 2 6 1 9,831.689 0.226 Total Plat Area = 34.509 acres 3 1 1 12,024.625 0.276 Total Park Area = 0.000 acres 3 2 1 8,453.457 0.194 Future Plat Area = 13.843 acres 3 3 1 8,491.377 0.195 Developable Area * = 20.667 acres 3 4 1 8,538.362 0.196 Ponding to HWL = 1.786 acres 3 5 1 8,689.280 0.199 Net Developable Area =18.881 acres 3 6 1 10,666.171 0.245 3 7 1 12,967.428 0.298 * Excludes future plat and park areas (all outlots) 3 8 1 16,027.667 0.368 3 9 1 8,555.450 0.196 3 10 1 8,605.434 0.198 3 11 1 8,605.432 0.198 3 12 1 8,605.432 0.198 3 13 1 10,848.056 0.249 4 1 1 12,046.647 0.277 4 2 1 9,496.017 0.218 4 3 1 9,136.622 0.210 4 4 1 10,463.525 0.240 4 5 1 9,003.029 0.207 4 6 1 9,203.729 0.211 5 1 1 6,345.000 0.146 5 2 1 7,695.000 0.177 5 3 1 6,345.000 0.146 5 4 1 7,695.000 0.177 5 5 1 8,697.468 0.200 5 6 1 16,977.748 0.390 5 7 1 13,523.528 0.310 5 8 1 11,041.380 0.253 5 9 1 6,900.000 0.158 5 10 1 8,400.000 0.193 5 11 1 6,900.000 0.158 5 12 1 11,198.142 0.257 6 1 1 6,269.459 0.144 6 2 1 7,632.384 0.175 6 3 1 10,465.693 0.240 6 4 1 7,434.000 0.171 6 5 1 7,434.000 0.171 6 6 1 10,372.839 0.238 7 1 1 2,475.000 0.057 7 2 1 1,875.000 0.043 7 3 1 1,875.000 0.043 7 4 1 1,875.000 0.043 7 5 1 1,875.000 0.043 7 6 1 2,475.000 0.057 7 7 1 2,475.000 0.057 7 8 1 1,875.000 0.043 7 9 1 1,875.000 0.043 7 10 1 1,875.000 0.043 7 11 1 1,875.000 0.043 7 12 1 2,475.000 0.057 7 13 1 2,475.000 0.057 7 14 1 1,875.000 0.043 7 15 1 1,875.000 0.043 7 16 1 2,475.000 0.057 7 17 0 29,211.403 0.671 Talamore 3rd EXHIBIT B (Page 2 of 2) Totals 8 1 1 2,475.000 0.057 8 2 1 1,875.000 0.043 8 3 1 1,875.000 0.043 8 4 1 1,875.000 0.043 8 5 1 1,875.000 0.043 8 6 1 2,475.000 0.057 8 7 1 2,475.000 0.057 8 8 1 1,875.000 0.043 8 9 1 1,875.000 0.043 8 10 1 1,875.000 0.043 8 11 1 1,875.000 0.043 8 12 1 2,475.000 0.057 8 13 1 2,475.000 0.057 8 14 1 1,875.000 0.043 8 15 1 1,875.000 0.043 8 16 1 1,875.000 0.043 8 17 1 1,875.000 0.043 8 18 1 2,475.000 0.057 8 19 0 46,023.232 1.057 Outlot A 160,892.535 3.694 Outlot B 136,519.973 3.134 Outlot C 115,654.331 2.655 Outlot D 222,112.825 5.099 Outlot E 83,459.957 1.916 ROW 167,817.605 3.853 Total Boundary 1,503,223.053 34.509 . Exhibit C Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 EXHIBIT C (DETAIL CALCULATION OF TRUNK AREA CREDITS Area Charge Total Stormwater Trunk Charge 18.881 6,865$ 129,618$ Sanitary Sewer Trunk Charge 20.667 1,075$ 22,217$ Water Trunk Charge 20.667 6,500$ 134,336$ Park Dedication 263,500$ Connemara Storm Interceptor Credit (549,671)$ DEVELOPMENT FEES -$ Area Charge Total Water Trunk Charge 13.843 6,500$ 89,980$ Sanitary Sewer Trunk Charge 13.843 1,075$ 14,881$ Stormwater Trunk Charge 13.843 6,865$ 95,032$ Park Dedication (estimated) 174,800$ Connemara Storm Interceptor Credit (495,262)$ DEVELOPMENT FEES (120,569)$ Water Unit Quantity Unit Price Amount 8" DIP Class 52 Water Main LF -537 90.98$ (48,856.26)$ 12" DIP Class 52 Water Main LF 537 96.98$ 52,078.26$ 8" Gate Valve & Box EA -2 3,250.00$ (6,500.00)$ 12" Gate Valve & Box EA 2 6,000.00$ 12,000.00$ TOTAL CREDIT ‐ WATER 8,722.00$ Storm Unit Quantity Unit Price Amount 54" RC Pipe, Class V (all depths) LF 1234 665.00$ 820,610.00$ 84" Diameter CBMH/STMH (0-8' Depth) EA 4 16,500.00$ 66,000.00$ Extra Depth 84" Diameter Manhole VF 125 1,170.00$ 146,250.00$ Install 54" Bulkhead EA 1 1,500.00$ 1,500.00$ Televise Storm Sewer LF 1234 1.50$ 1,851.00$ TOTAL CREDIT ‐ STORM 1,036,211.00$ GRAND TOTAL CONNEMARA CREDITS 1,044,933.00$ Trunk Credits Talamore 3rd EXHIBIT C Talamore 3 Talamore (future) Attachment 1 Talamore 3rd Subdivision Agreement Revised March 2023 3731736.v3 ATTACHMENT ONE TALAMORE 3RD ADDITION Sheet 1 of 4 Sheets TALAMORE 3RD ADDITION CITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTA This plat was approved by the City Council of Rosemount, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03. Subd. 2. Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . Todd B. Tollefson Dakota County Surveyor BOARD OF COUNTY COMMISSIONERS. COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the 19th day of July, 2022 the Board of Commissioners of Dakota County, Minnesota approved this plat of TALAMORE 3RD 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. Attest Chair, County Board County Treasurer-Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 . , Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of TALAMORE 3RD 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 . Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That DRP MN 1, LLC, a Delaware limited liability company, owner of the following described property: Outlot C and Outlot D, TALAMORE 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota Has caused the same to be surveyed and platted as TALAMORE 3RD ADDITION and does hereby donate and dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said DRP MN 1, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officers this day of , 20 . DRP MN 1, LLC By Its STATE OF COUNTY OF This instrument was acknowledged before me on , by , the of DRP MN 1, LLC, a Delaware limited liability company, on behalf of the company. (Signature) (Name Printed) Notary Public, My Commission Expires I, Mathew J. Welinski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Mathew J. Welinski, Licensed Land Surveyor Minnesota License No. 53596 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Mathew J. Welinski, Land Surveyor, Minnesota License No. 53596 (Signature) (Name Printed) Notary Public, My Commission Expires 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 ANSTON AVENUE AL L E R T O N W A Y AL L E R T O N W A Y 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 19 16 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 8910111213 1 2 3 4 5 6 7 2 3 4 1 3 OUTLOT A OUTLOT B OUTLOT D OUTLOT E 5 5 6 8 7 17 S00°21'37"W 334.40 N8 9 ° 4 6 ' 0 6 " W 1 3 2 4 . 0 7 N00°23'01"E 1070.84 N 4 7 ° 0 7 ' 3 9 " E 1 3 9 . 3 6 N 6 8 ° 1 0 ' 4 5 " E 7 3 . 1 7 N8 9 ° 1 6 ' 4 9 " W 73 . 1 7 S6 8 ° 1 3 ' 4 4 " E 93 . 9 1 N40 ° 1 5 ' 5 9 " W 122 . 1 3 N35 ° 5 0 ' 5 9 " W 150 . 9 2 N8 9 ° 4 6 ' 0 6 " W 14 1 . 6 3 N8 9 ° 4 6 ' 0 6 " W 19 4 . 9 1 S28° 0 4 ' 4 2 " E 2 3 3 . 4 5 S00°13'54"W 223.73 N5 8 ° 0 8 ' 4 7 " W 16 4 . 9 6 N8 9 ° 3 8 ' 2 3 " W 16 6 . 5 2 ∆=2°50'19" L=97.60 R=1970.00 CB=S2°15'20"E N04°33'24"W 92.82 S8 9 ° 4 6 ' 0 6 " E 10 7 . 8 5 S34°27'12"E 60.00 ∆=1° 3 2 ' 2 0 " L=8 . 5 9 R=3 2 0 . 0 0 CB= S 5 4 ° 4 6 ' 3 8 " W N 6 1 ° 4 1 ' 1 8 " E 7 0 . 6 1 86 5 . 9 9 45 8 . 0 8 S00°13'54"W 206.49 S8 9 ° 5 7 ' 1 9 " E 11 8 . 5 4 N00°02'41"E 125.00 N31° 2 4 ' 1 5 " W 76.7 8 N00°02'41"E 131.50 S8 9 ° 5 7 ' 1 9 " E 13 0 . 0 0 N00°02'41"E 65.50 N27°11'59"E 28.66 S00°13'54"W 47.65 N37°34'09"W 36.75 ∆=29°20'35" R=60.00 L=30.73 CB=N67°06'09"E CL=30.39 N00°23'01"E 361.00 S8 9 ° 3 8 ' 2 3 " E 1 3 2 3 . 3 1 S00°21'37"W 448.00 S8 9 ° 3 8 ' 2 3 " E 13 5 . 0 0 S8 9 ° 3 8 ' 2 3 " E 19 6 . 2 9 N8 9 ° 3 8 ' 2 3 " W 5 9 0 . 7 4 N8 9 ° 3 8 ' 2 3 " W 2 0 5 . 9 9 S00°21'37"W 102.00 S8 9 ° 3 8 ' 2 3 " E 13 6 . 1 4 S00°21'37"W 3.25 ∆=3°56'05" L=70.73 R=1030.00 CB=S2°19'40"W S8 9 ° 3 8 ' 2 3 " E 60 . 0 0 ∆=3°25'26" L=57.96 R=970.00 CB=S2°04'20"W N00°21'37"E 31.00 CL= 8 . 5 9 CL=57.96 CL=70.72 24 8 . 6 2 10 7 4 . 6 9 S00°21'37"W 183.60 ∆=4 7 ° 5 1 ' 4 6 " R= 1 3 0 . 0 0 L= 1 0 8 . 6 0 N00°21'37"E 50.00 S00°23'01"W 422.09 S00°21'37"W 1068.57 NW Cor of the NW 1/4 of Sec. 26, Twp. 115, Rge. 29 Fd. Dakota County Cast Iron Monument Electric Easement per Doc No. 3536762 2020 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 30 30 20 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 20 35 ft Easement for Sanitary Sewer per Doc No. 406580 20 15 15 20 15 420.84320.00330.00 1 0 10 Drainage & Utility Easement 60 60 60 60 100 100 ANSTON AVEN U E ALLIUM COUR T UP P E R 1 4 1 S T S T R E E T EA S T OUTLOT C S8 9 ° 5 7 ' 1 9 " E 3 3 8 . 2 5 S8 9 ° 4 6 ' 0 6 " E 2 6 7 . 3 6 S06°19'52"E 141.4 2 S00°23'01"W 138.26 S8 9 ° 4 6 ' 0 6 " E 2 6 2 . 0 0 CB=S85°53'12"W CL=29.41 ∆=4°26'08" R=380.00 L=29.42 Drainage & Utility Easement over all of Outlot C 19 3 . 1 2 18 2 . 1 0 S8 9 ° 4 6 ' 0 6 " E 8 2 1 . 0 9 ∆=2°41'36" L=92.60 CL = 2 9 . 4 1 ∆=4 ° 2 6 ' 0 8 " R= 3 8 0 . 0 0 L= 2 9 . 4 2 0 80 160 240 Sheet X of X Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51 : SCALE IN FEET SCALE: 1 INCH = 80 FEET (NOT TO SCALE) CITY OF ROSEMOUNT SECTION 26, TOWNSHIP 115, RANGE 19 VICINITY MAP SITE C.S.A.H. 42 (145TH STREET E) BL A I N E A V E N U E (SCALE: 1 INCH = 60 FEET) DETAIL N63°0 9 ' 5 8 " E 8 7 . 8 2 S 1 9 ° 2 2 ' 0 6 " E 1 5 4 . 7 6 S 5 6 ° 5 9 ' 0 2 " W 5 1 . 8 4 1 4 5 . 1 2 N 3 5 ° 5 0 ' 5 9 " W 1 5 0 . 9 2 6 0 . 0 0 S 3 4 ° 2 7 ' 1 2 " E 4 5 . 4 2 S56° 5 9 ' 0 2 " W 1 1 8 . 4 3 Drainage & Utility Easement OUTLOT B DETAIL 1 0 1 0 10 10 1 0 1 0 INSET A (SEE SHEET 3 OF 4 SHEETS) INSET B (SEE SHEET 4 OF 4 SHEETS) 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 8 9 10 11 12 13 1 2 3 4 5 6 7 2 3 4 1 3 OUTLOT A N89°38'23"W 166.52 N 5 8 ° 0 8 ' 4 7 " W 1 6 4 . 9 6 S0 0 ° 2 1 ' 3 7 " W 3 3 4 . 4 0 N89°46'06"W 865.99 S0 0 ° 1 3 ' 5 4 " W 2 2 3 . 7 3 N89°46'06"W 194.91 ∆=2 ° 5 0 ' 1 9 " L = 9 7 . 6 0 R= 1 9 7 0 . 0 0 C B = S 2 ° 1 5 ' 2 0 " E N89°46'06"W 141.63 N 0 4 ° 3 3 ' 2 4 " W 9 2 . 8 2 S89°46'06"E 107.85 ∆= 7 ° 1 3 ' 4 5 " L= 2 5 2 . 3 5 R= 2 0 0 0 . 0 0 CB = S 2 ° 4 7 ' 4 0 " W ∆=7 ° 0 5 ' 5 6 " R= 1 0 0 0 . 0 0 L= 1 2 3 . 9 0 N0 0 ° 4 1 ' 2 4 " W 6 8 . 6 1 ∆=14°46'42" R=480.00 L=123.81 ∆=10°53'53" R=800.00 L=152.16 S89°57'19"E 143.33 N0 4 ° 2 7 ' 0 3 " E 3 1 3 . 3 1 ∆=4 ° 2 4 ' 2 2 " R= 6 0 0 . 0 0 L= 4 6 . 1 4 N0 0 ° 0 2 ' 4 1 " E 7. 8 8 N89°57'19"W 30.00 ∆=4°36'54" L=38.66 ∆=10°09'48" L=85.14 95.45 47.88 N3 0 ° 0 9 ' 1 8 " E 60 . 0 0 N89°57'19"W 30.00 30.00 30.01 30 . 0 0 30 . 0 0 Electric Easement per Doc No. 3536762 30 ft R/w & Easement for Electric Transmission Line per Doc No. 57392420 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 20 30 30 302020 20 473.89 N0 0 ° 1 3 ' 5 4 " E 1 5 7 . 0 0 S1 2 ° 5 2 ' 3 5 " W 45 . 3 7 S0 0 ° 1 3 ' 5 4 " W 1 7 0 . 8 1 ∆=2°43'03" L=39.37 ∆=4°32'17" L=65.74 ∆=3°38'33" L=52.77 12.63 65.35 65.35 65.3565.3565.3565.3565.3565.35 S0 0 ° 1 3 ' 5 4 " W 1 6 6 . 8 3 S0 0 ° 1 3 ' 5 4 " W 1 5 5 . 7 9 S0 0 ° 1 3 ' 5 4 " W 1 4 8 . 8 1 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 9 2 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 7 1 S0 0 ° 1 3 ' 5 4 " W 2 0 6 . 4 9 14 6 . 4 9 N89°46'06"W 29.01 ∆=9°14'30" R=325.00 L=52.42 ∆=6°47'28" L=60.45 39 . 4 9 ∆=2 ° 2 9 ' 2 1 " L= 4 2 . 1 4 ∆=3 ° 5 0 ' 5 0 " L= 6 5 . 1 3 ∆=0°45'45" L=12.91 ∆=1 ° 2 8 ' 4 4 " L= 5 2 . 3 9 ∆=1 ° 5 0 ' 1 9 " L= 6 5 . 1 4 ∆=1 ° 5 0 ' 0 9 " L= 6 5 . 0 4 ∆=2 ° 0 3 ' 3 8 " L= 7 3 . 0 0 134.90 73 . 0 0 65 . 0 0 65 . 0 0 20 . 7 3 65 . 0 0 92 . 0 0 S89°46'06"E 141.70 S89°46'06"E 137.73 S89°46'06"E 141.39 S89°46'06"E 137.10 S89°46'06"E 134.90 39 . 4 9 ∆=2 ° 1 7 ' 1 2 " L= 4 1 . 1 1 ∆=3 ° 3 8 ' 5 9 " L= 6 5 . 6 1 ∆=1°09'45" L=20.90 ∆=1 ° 1 8 ' 2 2 " L= 4 4 . 9 1 ∆=1 ° 5 4 ' 3 4 " L= 6 5 . 6 6 ∆=1 ° 5 4 ' 2 3 " L= 6 5 . 5 4 ∆=2 ° 1 6 ' 0 7 " L= 7 8 . 0 1 ∆= 2 ° 4 1 ' 3 6 " L= 9 2 . 6 0 ∆ = 8 7 ° 2 2 ' 0 3 " L = 9 1 . 4 9 ∆=10°54'12" L=11.42 7.88 ∆=4 ° 1 5 ' 2 6 " L= 4 6 . 8 1 ∆=0°08'56" L=1.64 64 . 5 6 66 . 2 0 66 . 2 0 83 . 9 6 63.05 ∆=5°02'03" L=67.66 ∆=5°51'49" L=78.80 ∆=6°47'28" L=60.45 S89°46'06"E 138.02 S89°46'06"E 85.26 S89°46'06"E 134.96 S89°46'06"E 130.00 S89°46'06"E 130.35 S89°46'06"E 128.82 S89°46'06"E 130.00 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 129.27 10 0 . 1 2 65 . 6 8 65 . 6 8 65 . 6 8 80 . 9 8 66 . 2 0 66 . 2 0 66 . 2 0 17 . 5 8 65 . 5 5 78 . 0 6 48 . 5 0 95 . 1 2 S0 0 ° 1 3 ' 5 4 " W 47 . 6 5 S0 4 ° 2 7 ' 0 3 " W 2 9 7 . 1 5 S0 2 ° 0 5 ' 4 1 " E 1 4 3 . 6 2 85 . 2 5 65 . 6 9 65 . 6 9 21 . 4 3 ∆=58°06'18" L=50.71 ∆=6°11'27" L=5.40 ∆ = 7 0 ° 0 6 ' 1 2 " L = 7 3 . 4 1 ∆=4 2 ° 1 0 ' 2 2 " L= 4 4 . 1 6 66 . 0 0 65 . 5 0 40 . 0 0 85 . 0 0 S89°57'19"E 130.00 S89°57'19"E 163.47 S89°57'19"E 142.01 S89°57'19"E 136.97 S89°57'19"E 145.00 S89°57'19"E 118.54 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 N 3 1 ° 2 4 ' 1 5 " W 7 6 . 7 8 N0 0 ° 0 2 ' 4 1 " E 1 3 1 . 5 0 N0 0 ° 0 2 ' 4 1 " E 65 . 5 0 N2 7 ° 1 1 ' 5 9 " E 28 . 6 6 S89°57'19"E 130.00 N 3 7 ° 3 4 ' 0 9 " W 3 6 . 7 5 ∆ = 2 9 ° 2 0 ' 3 5 " L = 3 0 . 7 3 ∆=239° 5 3 ' 2 3 " R=60. 0 0 L=251 . 2 1 ∆ = 6 4 ° 1 7 ' 4 5 " R = 5 0 . 0 0 L = 5 6 . 1 1 138.45 30 30 30 30 30 30 Drainage & Utility Easement Drainage & Utility Easement 10 10 10 21.59 17.83 24.01 N0 5 ° 3 9 ' 2 1 " E 65 . 9 9 N83°13'50"E 52.77 S89°46'06"E 48.83 N46°15'26"E 13.69 15 15 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement northerly easement line of Sanitary Sewer per Doc No. 406580 10 10 10 10 10 10 10 10 10 10 10 10 24 . 7 9 44 . 2 2 43.90 20 20 15 15 35 35 35 ft Easement for Sanitary Sewer per Doc No. 406580 Drainage & Utility Easement 20 20 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 15 15 15 10 10 10 74.10 45 . 8 8 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 8 AN S T O N A V E N U E AL L I U M C O U R T UPPER 141ST STREET EA S T 30 30 30 30 ∆=5°32'54" R=510.00 L=49.39 ∆=1°14'34" L=11.06 S0 3 ° 5 5 ' 3 0 " W 60 . 0 0 ∆=3°00'28" R=450.00 L=23.62 ∆=8°20'36" L=65.53 ∆=3 ° 2 5 ' 3 8 " L= 2 6 . 9 2 CB=S87°34'44"E 0 40 80 120 Sheet 3 of 4 Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51 : SCALE IN FEET SCALE: 1 INCH = 40 FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 INSET A (FROM SHEET 2 OF 4 SHEETS) 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 AN S T O N A V E N U E ALLERTON WAY ALLERTON WAY 181716151413121110987654321 151413121110987654321 19 16 5 5 6 8 7 17 S0 0 ° 2 1 ' 3 7 " W 4 4 8 . 0 0 S89°38'23"E 1074.69 S89°38'23"E 135.00 S89°38'23"E 196.29 S0 0 ° 2 1 ' 3 7 " W 1 0 2 . 0 0 S89°38'23"E 136.14 N89°38'23"W 590.74 ∆=3 ° 5 6 ' 0 5 " L= 7 0 . 7 3 R= 1 0 3 0 . 0 0 CB = S 2 ° 1 9 ' 4 0 " W ∆=3 ° 2 5 ' 2 6 " L= 5 7 . 9 6 R= 9 7 0 . 0 0 CB = S 2 ° 0 4 ' 2 0 " W S89°38'23"E 60.00 S00°21'37"W 3.25 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 S0 0 ° 2 1 ' 3 7 " W 2 0 4 . 7 5 ∆ = 9 0 ° 0 0 ' 0 0 " R = 6 0 . 0 0 L = 9 4 . 2 5 S89°38'23"E 762.47 ∆=90 ° 0 0 ' 0 0 " R=1 0 0 . 0 0 L=1 5 7 . 0 8 N0 0 ° 2 1 ' 3 7 " E 50 . 0 0 S0 0 ° 2 1 ' 3 7 " W 2 7 2 . 0 7 270.00 492.47 92 . 0 7 18 0 . 0 0 47 . 0 0 57 . 0 0 47 . 0 0 57 . 0 0 91 . 1 7 14 8 . 8 3 17.95 125.69 98.71 46.00 56.00 46.00 74.65 15 0 . 0 0 74.6546.0056.0046.0017.35 ∆=18°43'36" L=29.42 ∆ =2 2 ° 0 3 ' 2 8 " L= 3 4 . 6 5 ∆ = 2 7 ° 0 9 ' 2 7 " L = 4 2 . 6 6 ∆ = 2 2 ° 0 3 ' 2 8 " L = 3 4 . 6 5 57 . 0 0 47 . 0 0 57 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N1 9 ° 0 5 ' 1 3 " E 1 6 3 . 4 2 N41 ° 0 8 ' 4 1 " E 2 2 6 . 9 7 N68°1 8 ' 0 9 " E 1 5 2 . 7 7 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 47 . 0 0 46 . 0 0 56 . 0 0 10 2 . 7 5 ∆=90°00'00" L=47.12 50.29 56.00 56.00 77.71 62 . 0 7 80.1456.0056.00 80.29 56 . 0 0 46 . 0 0 136.29 S89°38'23"E 136.29 S89°38'23"E 136.29 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 50 . 0 0 ∆=90 ° 0 0 ' 0 0 " L= 1 0 9 . 9 6 462.47 62 . 0 7 530.74 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 S89°38'23"E 166.00 S89°38'23"E 166.00 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 33.0025.0025.0025.0025.0033.00 33.00 25.00 25.00 25.00 25.00 33.00 S89°38'23"E 166.00 S89°38'23"E 166.00 33.00 25.00 25.00 33.00 33.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N89°38'23"W 116.00 N89°38'23"W 116.00 549.69 15 0 . 0 0 462.47 ∆=42°0 8 ' 1 4 " L=95. 6 1 S0 0 ° 2 1 ' 3 7 " W 1 8 3 . 6 0 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 ∆=4 7 ° 5 1 ' 4 6 " R= 1 3 0 . 0 0 L= 1 0 8 . 6 0 N0 0 ° 2 1 ' 3 7 " E 50 . 0 0 18.5 18.5 18.5 18.5 30 30 30 30 Electric Easement per Doc No. 3536762 Drainage & Utility Easement Drainage & Utility Easement 10 10 10 121.10 164 . 8 5 15 3 . 4 8 Drainage & Utility Easement Drainage & Utility Easement 10 10 36.89 36 . 8 9 10 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement over all of Lot 17, Block 7 Drainage & Utility Easement over all of Lot 19, Block 8 3030 30 30 30 30 30 30 30 30 30 30 0 40 80 120 Sheet 4 of 4 Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51 : SCALE IN FEET SCALE: 1 INCH = 40 FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 INSET B (FROM SHEET 2 OF 4 SHEETS) Sheet 1 of 4 Sheets TALAMORE 3RD ADDITION CITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTA This plat was approved by the City Council of Rosemount, Minnesota, this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03. Subd. 2. Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . Todd B. Tollefson Dakota County Surveyor BOARD OF COUNTY COMMISSIONERS. COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the 19th day of July, 2022 the Board of Commissioners of Dakota County, Minnesota approved this plat of TALAMORE 3RD 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. Attest Chair, County Board County Treasurer-Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 . , Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of TALAMORE 3RD 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 . Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That DRP MN 1, LLC, a Delaware limited liability company, owner of the following described property: Outlot C and Outlot D, TALAMORE 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota Has caused the same to be surveyed and platted as TALAMORE 3RD ADDITION and does hereby donate and dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said DRP MN 1, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officers this day of , 20 . DRP MN 1, LLC By Its STATE OF COUNTY OF This instrument was acknowledged before me on , by , the of DRP MN 1, LLC, a Delaware limited liability company, on behalf of the company. (Signature) (Name Printed) Notary Public, My Commission Expires I, Mathew J. Welinski, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Mathew J. Welinski, Licensed Land Surveyor Minnesota License No. 53596 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Mathew J. Welinski, Land Surveyor, Minnesota License No. 53596 (Signature) (Name Printed) Notary Public, My Commission Expires 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 ANSTON AVENUE AL L E R T O N W A Y AL L E R T O N W A Y 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 19 16 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 8910111213 1 2 3 4 5 6 7 2 3 4 1 3 OUTLOT A OUTLOT B OUTLOT D OUTLOT E 5 5 6 8 7 17 S00°21'37"W 334.40 N8 9 ° 4 6 ' 0 6 " W 1 3 2 4 . 0 7 N00°23'01"E 1070.84 N 4 7 ° 0 7 ' 3 9 " E 1 3 9 . 3 6 N 6 8 ° 1 0 ' 4 5 " E 7 3 . 1 7 N8 9 ° 1 6 ' 4 9 " W 73 . 1 7 S6 8 ° 1 3 ' 4 4 " E 93 . 9 1 N40 ° 1 5 ' 5 9 " W 122 . 1 3 N35 ° 5 0 ' 5 9 " W 150 . 9 2 N8 9 ° 4 6 ' 0 6 " W 14 1 . 6 3 N8 9 ° 4 6 ' 0 6 " W 19 4 . 9 1 S28° 0 4 ' 4 2 " E 2 3 3 . 4 5 S00°13'54"W 223.73 N5 8 ° 0 8 ' 4 7 " W 16 4 . 9 6 N8 9 ° 3 8 ' 2 3 " W 16 6 . 5 2 ∆=2°50'19" L=97.60 R=1970.00 CB=S2°15'20"E N04°33'24"W 92.82 S8 9 ° 4 6 ' 0 6 " E 10 7 . 8 5 S34°27'12"E 60.00 ∆=1° 3 2 ' 2 0 " L=8 . 5 9 R=3 2 0 . 0 0 CB= S 5 4 ° 4 6 ' 3 8 " W N 6 1 ° 4 1 ' 1 8 " E 7 0 . 6 1 86 5 . 9 9 45 8 . 0 8 S00°13'54"W 206.49 S8 9 ° 5 7 ' 1 9 " E 11 8 . 5 4 N00°02'41"E 125.00 N31° 2 4 ' 1 5 " W 76.7 8 N00°02'41"E 131.50 S8 9 ° 5 7 ' 1 9 " E 13 0 . 0 0 N00°02'41"E 65.50 N27°11'59"E 28.66 S00°13'54"W 47.65 N37°34'09"W 36.75 ∆=29°20'35" R=60.00 L=30.73 CB=N67°06'09"E CL=30.39 N00°23'01"E 361.00 S8 9 ° 3 8 ' 2 3 " E 1 3 2 3 . 3 1 S00°21'37"W 448.00 S8 9 ° 3 8 ' 2 3 " E 13 5 . 0 0 S8 9 ° 3 8 ' 2 3 " E 19 6 . 2 9 N8 9 ° 3 8 ' 2 3 " W 5 9 0 . 7 4 N8 9 ° 3 8 ' 2 3 " W 2 0 5 . 9 9 S00°21'37"W 102.00 S8 9 ° 3 8 ' 2 3 " E 13 6 . 1 4 S00°21'37"W 3.25 ∆=3°56'05" L=70.73 R=1030.00 CB=S2°19'40"W S8 9 ° 3 8 ' 2 3 " E 60 . 0 0 ∆=3°25'26" L=57.96 R=970.00 CB=S2°04'20"W N00°21'37"E 31.00 CL= 8 . 5 9 CL=57.96 CL=70.72 24 8 . 6 2 10 7 4 . 6 9 S00°21'37"W 183.60 ∆=4 7 ° 5 1 ' 4 6 " R= 1 3 0 . 0 0 L= 1 0 8 . 6 0 N00°21'37"E 50.00 S00°23'01"W 422.09 S00°21'37"W 1068.57 NW Cor of the NW 1/4 of Sec. 26, Twp. 115, Rge. 29 Fd. Dakota County Cast Iron Monument Electric Easement per Doc No. 3536762 2020 30 ft R/W & Easement for Electric Transmission Line per Doc No. 573924 30 30 20 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 20 35 ft Easement for Sanitary Sewer per Doc No. 406580 20 15 15 20 15 420.84320.00330.00 1 0 10 Drainage & Utility Easement 60 60 60 60 100 100 ANSTON AVEN U E ALLIUM COUR T UP P E R 1 4 1 S T S T R E E T EA S T OUTLOT C S8 9 ° 5 7 ' 1 9 " E 3 3 8 . 2 5 S8 9 ° 4 6 ' 0 6 " E 2 6 7 . 3 6 S06°19'52"E 141.4 2 S00°23'01"W 138.26 S8 9 ° 4 6 ' 0 6 " E 2 6 2 . 0 0 CB=S85°53'12"W CL=29.41 ∆=4°26'08" R=380.00 L=29.42 Drainage & Utility Easement over all of Outlot C 19 3 . 1 2 18 2 . 1 0 S8 9 ° 4 6 ' 0 6 " E 8 2 1 . 0 9 ∆=2°41'36" L=92.60 CL = 2 9 . 4 1 ∆=4 ° 2 6 ' 0 8 " R= 3 8 0 . 0 0 L= 2 9 . 4 2 0 80 160 240 Sheet X of X Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51 : SCALE IN FEET SCALE: 1 INCH = 80 FEET (NOT TO SCALE) CITY OF ROSEMOUNT SECTION 26, TOWNSHIP 115, RANGE 19 VICINITY MAP SITE C.S.A.H. 42 (145TH STREET E) BL A I N E A V E N U E (SCALE: 1 INCH = 60 FEET) DETAIL N63°0 9 ' 5 8 " E 8 7 . 8 2 S 1 9 ° 2 2 ' 0 6 " E 1 5 4 . 7 6 S 5 6 ° 5 9 ' 0 2 " W 5 1 . 8 4 1 4 5 . 1 2 N 3 5 ° 5 0 ' 5 9 " W 1 5 0 . 9 2 6 0 . 0 0 S 3 4 ° 2 7 ' 1 2 " E 4 5 . 4 2 S56° 5 9 ' 0 2 " W 1 1 8 . 4 3 Drainage & Utility Easement OUTLOT B DETAIL 1 0 1 0 10 10 1 0 1 0 INSET A (SEE SHEET 3 OF 4 SHEETS) INSET B (SEE SHEET 4 OF 4 SHEETS) 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 8 9 10 11 12 13 1 2 3 4 5 6 7 2 3 4 1 3 OUTLOT A N89°38'23"W 166.52 N 5 8 ° 0 8 ' 4 7 " W 1 6 4 . 9 6 S0 0 ° 2 1 ' 3 7 " W 3 3 4 . 4 0 N89°46'06"W 865.99 S0 0 ° 1 3 ' 5 4 " W 2 2 3 . 7 3 N89°46'06"W 194.91 ∆=2 ° 5 0 ' 1 9 " L = 9 7 . 6 0 R= 1 9 7 0 . 0 0 C B = S 2 ° 1 5 ' 2 0 " E N89°46'06"W 141.63 N 0 4 ° 3 3 ' 2 4 " W 9 2 . 8 2 S89°46'06"E 107.85 ∆= 7 ° 1 3 ' 4 5 " L= 2 5 2 . 3 5 R= 2 0 0 0 . 0 0 CB = S 2 ° 4 7 ' 4 0 " W ∆=7 ° 0 5 ' 5 6 " R= 1 0 0 0 . 0 0 L= 1 2 3 . 9 0 N0 0 ° 4 1 ' 2 4 " W 6 8 . 6 1 ∆=14°46'42" R=480.00 L=123.81 ∆=10°53'53" R=800.00 L=152.16 S89°57'19"E 143.33 N0 4 ° 2 7 ' 0 3 " E 3 1 3 . 3 1 ∆=4 ° 2 4 ' 2 2 " R= 6 0 0 . 0 0 L= 4 6 . 1 4 N0 0 ° 0 2 ' 4 1 " E 7. 8 8 N89°57'19"W 30.00 ∆=4°36'54" L=38.66 ∆=10°09'48" L=85.14 95.45 47.88 N3 0 ° 0 9 ' 1 8 " E 60 . 0 0 N89°57'19"W 30.00 30.00 30.01 30 . 0 0 30 . 0 0 Electric Easement per Doc No. 3536762 30 ft R/w & Easement for Electric Transmission Line per Doc No. 57392420 ft Easement for Utility & Drainage purposes per Doc No. 2047136 20 20 30 30 302020 20 473.89 N0 0 ° 1 3 ' 5 4 " E 1 5 7 . 0 0 S1 2 ° 5 2 ' 3 5 " W 45 . 3 7 S0 0 ° 1 3 ' 5 4 " W 1 7 0 . 8 1 ∆=2°43'03" L=39.37 ∆=4°32'17" L=65.74 ∆=3°38'33" L=52.77 12.63 65.35 65.35 65.3565.3565.3565.3565.3565.35 S0 0 ° 1 3 ' 5 4 " W 1 6 6 . 8 3 S0 0 ° 1 3 ' 5 4 " W 1 5 5 . 7 9 S0 0 ° 1 3 ' 5 4 " W 1 4 8 . 8 1 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 9 2 S0 0 ° 1 3 ' 5 4 " W 1 4 6 . 7 1 S0 0 ° 1 3 ' 5 4 " W 2 0 6 . 4 9 14 6 . 4 9 N89°46'06"W 29.01 ∆=9°14'30" R=325.00 L=52.42 ∆=6°47'28" L=60.45 39 . 4 9 ∆=2 ° 2 9 ' 2 1 " L= 4 2 . 1 4 ∆=3 ° 5 0 ' 5 0 " L= 6 5 . 1 3 ∆=0°45'45" L=12.91 ∆=1 ° 2 8 ' 4 4 " L= 5 2 . 3 9 ∆=1 ° 5 0 ' 1 9 " L= 6 5 . 1 4 ∆=1 ° 5 0 ' 0 9 " L= 6 5 . 0 4 ∆=2 ° 0 3 ' 3 8 " L= 7 3 . 0 0 134.90 73 . 0 0 65 . 0 0 65 . 0 0 20 . 7 3 65 . 0 0 92 . 0 0 S89°46'06"E 141.70 S89°46'06"E 137.73 S89°46'06"E 141.39 S89°46'06"E 137.10 S89°46'06"E 134.90 39 . 4 9 ∆=2 ° 1 7 ' 1 2 " L= 4 1 . 1 1 ∆=3 ° 3 8 ' 5 9 " L= 6 5 . 6 1 ∆=1°09'45" L=20.90 ∆=1 ° 1 8 ' 2 2 " L= 4 4 . 9 1 ∆=1 ° 5 4 ' 3 4 " L= 6 5 . 6 6 ∆=1 ° 5 4 ' 2 3 " L= 6 5 . 5 4 ∆=2 ° 1 6 ' 0 7 " L= 7 8 . 0 1 ∆= 2 ° 4 1 ' 3 6 " L= 9 2 . 6 0 ∆ = 8 7 ° 2 2 ' 0 3 " L = 9 1 . 4 9 ∆=10°54'12" L=11.42 7.88 ∆=4 ° 1 5 ' 2 6 " L= 4 6 . 8 1 ∆=0°08'56" L=1.64 64 . 5 6 66 . 2 0 66 . 2 0 83 . 9 6 63.05 ∆=5°02'03" L=67.66 ∆=5°51'49" L=78.80 ∆=6°47'28" L=60.45 S89°46'06"E 138.02 S89°46'06"E 85.26 S89°46'06"E 134.96 S89°46'06"E 130.00 S89°46'06"E 130.35 S89°46'06"E 128.82 S89°46'06"E 130.00 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 130.39 S89°57'19"E 129.27 10 0 . 1 2 65 . 6 8 65 . 6 8 65 . 6 8 80 . 9 8 66 . 2 0 66 . 2 0 66 . 2 0 17 . 5 8 65 . 5 5 78 . 0 6 48 . 5 0 95 . 1 2 S0 0 ° 1 3 ' 5 4 " W 47 . 6 5 S0 4 ° 2 7 ' 0 3 " W 2 9 7 . 1 5 S0 2 ° 0 5 ' 4 1 " E 1 4 3 . 6 2 85 . 2 5 65 . 6 9 65 . 6 9 21 . 4 3 ∆=58°06'18" L=50.71 ∆=6°11'27" L=5.40 ∆ = 7 0 ° 0 6 ' 1 2 " L = 7 3 . 4 1 ∆=4 2 ° 1 0 ' 2 2 " L= 4 4 . 1 6 66 . 0 0 65 . 5 0 40 . 0 0 85 . 0 0 S89°57'19"E 130.00 S89°57'19"E 163.47 S89°57'19"E 142.01 S89°57'19"E 136.97 S89°57'19"E 145.00 S89°57'19"E 118.54 N0 0 ° 0 2 ' 4 1 " E 1 2 5 . 0 0 N 3 1 ° 2 4 ' 1 5 " W 7 6 . 7 8 N0 0 ° 0 2 ' 4 1 " E 1 3 1 . 5 0 N0 0 ° 0 2 ' 4 1 " E 65 . 5 0 N2 7 ° 1 1 ' 5 9 " E 28 . 6 6 S89°57'19"E 130.00 N 3 7 ° 3 4 ' 0 9 " W 3 6 . 7 5 ∆ = 2 9 ° 2 0 ' 3 5 " L = 3 0 . 7 3 ∆=239° 5 3 ' 2 3 " R=60. 0 0 L=251 . 2 1 ∆ = 6 4 ° 1 7 ' 4 5 " R = 5 0 . 0 0 L = 5 6 . 1 1 138.45 30 30 30 30 30 30 Drainage & Utility Easement Drainage & Utility Easement 10 10 10 21.59 17.83 24.01 N0 5 ° 3 9 ' 2 1 " E 65 . 9 9 N83°13'50"E 52.77 S89°46'06"E 48.83 N46°15'26"E 13.69 15 15 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement northerly easement line of Sanitary Sewer per Doc No. 406580 10 10 10 10 10 10 10 10 10 10 10 10 24 . 7 9 44 . 2 2 43.90 20 20 15 15 35 35 35 ft Easement for Sanitary Sewer per Doc No. 406580 Drainage & Utility Easement 20 20 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 15 15 15 10 10 10 74.10 45 . 8 8 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement 8 AN S T O N A V E N U E AL L I U M C O U R T UPPER 141ST STREET EA S T 30 30 30 30 ∆=5°32'54" R=510.00 L=49.39 ∆=1°14'34" L=11.06 S0 3 ° 5 5 ' 3 0 " W 60 . 0 0 ∆=3°00'28" R=450.00 L=23.62 ∆=8°20'36" L=65.53 ∆=3 ° 2 5 ' 3 8 " L= 2 6 . 9 2 CB=S87°34'44"E 0 40 80 120 Sheet 3 of 4 Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51 : SCALE IN FEET SCALE: 1 INCH = 40 FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 INSET A (FROM SHEET 2 OF 4 SHEETS) 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 AN S T O N A V E N U E ALLERTON WAY ALLERTON WAY 181716151413121110987654321 151413121110987654321 19 16 5 5 6 8 7 17 S0 0 ° 2 1 ' 3 7 " W 4 4 8 . 0 0 S89°38'23"E 1074.69 S89°38'23"E 135.00 S89°38'23"E 196.29 S0 0 ° 2 1 ' 3 7 " W 1 0 2 . 0 0 S89°38'23"E 136.14 N89°38'23"W 590.74 ∆=3 ° 5 6 ' 0 5 " L= 7 0 . 7 3 R= 1 0 3 0 . 0 0 CB = S 2 ° 1 9 ' 4 0 " W ∆=3 ° 2 5 ' 2 6 " L= 5 7 . 9 6 R= 9 7 0 . 0 0 CB = S 2 ° 0 4 ' 2 0 " W S89°38'23"E 60.00 S00°21'37"W 3.25 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 S0 0 ° 2 1 ' 3 7 " W 2 0 4 . 7 5 ∆ = 9 0 ° 0 0 ' 0 0 " R = 6 0 . 0 0 L = 9 4 . 2 5 S89°38'23"E 762.47 ∆=90 ° 0 0 ' 0 0 " R=1 0 0 . 0 0 L=1 5 7 . 0 8 N0 0 ° 2 1 ' 3 7 " E 50 . 0 0 S0 0 ° 2 1 ' 3 7 " W 2 7 2 . 0 7 270.00 492.47 92 . 0 7 18 0 . 0 0 47 . 0 0 57 . 0 0 47 . 0 0 57 . 0 0 91 . 1 7 14 8 . 8 3 17.95 125.69 98.71 46.00 56.00 46.00 74.65 15 0 . 0 0 74.6546.0056.0046.0017.35 ∆=18°43'36" L=29.42 ∆ =2 2 ° 0 3 ' 2 8 " L= 3 4 . 6 5 ∆ = 2 7 ° 0 9 ' 2 7 " L = 4 2 . 6 6 ∆ = 2 2 ° 0 3 ' 2 8 " L = 3 4 . 6 5 57 . 0 0 47 . 0 0 57 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N0 0 ° 2 1 ' 3 7 " E 1 5 0 . 0 0 N1 9 ° 0 5 ' 1 3 " E 1 6 3 . 4 2 N41 ° 0 8 ' 4 1 " E 2 2 6 . 9 7 N68°1 8 ' 0 9 " E 1 5 2 . 7 7 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 S89°38'23"E 135.00 47 . 0 0 46 . 0 0 56 . 0 0 10 2 . 7 5 ∆=90°00'00" L=47.12 50.29 56.00 56.00 77.71 62 . 0 7 80.1456.0056.00 80.29 56 . 0 0 46 . 0 0 136.29 S89°38'23"E 136.29 S89°38'23"E 136.29 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 S0 0 ° 2 1 ' 3 7 " W 1 3 2 . 7 5 50 . 0 0 ∆=90 ° 0 0 ' 0 0 " L= 1 0 9 . 9 6 462.47 62 . 0 7 530.74 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 S89°38'23"E 166.00 S89°38'23"E 166.00 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 33.0025.0025.0025.0025.0033.00 33.00 25.00 25.00 25.00 25.00 33.00 S89°38'23"E 166.00 S89°38'23"E 166.00 33.00 25.00 25.00 33.00 33.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N89°38'23"W 116.00 N89°38'23"W 116.00 549.69 15 0 . 0 0 462.47 ∆=42°0 8 ' 1 4 " L=95. 6 1 S0 0 ° 2 1 ' 3 7 " W 1 8 3 . 6 0 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 33.00 25.00 25.00 25.00 25.00 33.00 33.0025.0025.0025.0025.0033.00 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 S0 0 ° 2 1 ' 3 7 " W 7 5 . 0 0 N0 0 ° 2 1 ' 3 7 " E 7 5 . 0 0 N89°38'23"W 166.00 N89°38'23"W 166.00 ∆=4 7 ° 5 1 ' 4 6 " R= 1 3 0 . 0 0 L= 1 0 8 . 6 0 N0 0 ° 2 1 ' 3 7 " E 50 . 0 0 18.5 18.5 18.5 18.5 30 30 30 30 Electric Easement per Doc No. 3536762 Drainage & Utility Easement Drainage & Utility Easement 10 10 10 121.10 164 . 8 5 15 3 . 4 8 Drainage & Utility Easement Drainage & Utility Easement 10 10 36.89 36 . 8 9 10 10 Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement Drainage & Utility Easement over all of Lot 17, Block 7 Drainage & Utility Easement over all of Lot 19, Block 8 3030 30 30 30 30 30 30 30 30 30 30 0 40 80 120 Sheet 4 of 4 Sheets TALAMORE 3RD ADDITION SET 1/2" BY 14" IRON PIPE WITH CAP #53596 FOUND MONUMENT AS NOTED ON PLAT THE NORTH LINE OF OUTLOT C, TALAMORE 2ND $'',7,21,6$6680('72%($51 : SCALE IN FEET SCALE: 1 INCH = 40 FEET BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) 10 10 5 5 INSET B (FROM SHEET 2 OF 4 SHEETS) N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - C V F . D W G TA L A M O R E 3 R D A D D I T I O N © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . SHEET INDEX CONSTRUCTION PLANS TALAMORE 3RD ADDITION ROSEMOUNT, MINNESOTA PREPARED FOR: LENNAR CORPORATION 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 CONTACT: JOSEPH JABLONSKI PHONE: 952-249-3014 EMAIL: JOE.JABLONSKI@LENNAR.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. .... .... .... .... .... .... .... .. .. .. CP# 202X-XX FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS PREPARED BY: PROJECT NUMBER: 0033415.02 CONTACT: JOHN BENDER Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free CONSTRUCTION PLANS TALAMORE 3RD ADDITION ROSEMOUNT, MINNESOTA FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER, AND STREETS INITIAL SUBMITTAL DATE: 02/03/23 SHEET: 1 OF 20 PROJECT NUMBER: 0033415.02 Sheet List Table SHEET NUMBER SHEET TITLE 1 COVER 2 OVERALL 3 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 4 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 5 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 6 SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN 7 STREET AND STORM SEWER CONSTRUCTION PLAN 8 STREET AND STORM SEWER CONSTRUCTION PLAN 9 STREET AND STORM SEWER CONSTRUCTION PLAN 10 STREET AND STORM SEWER CONSTRUCTION PLAN 11 STORM SEWER CONSTRUCTION PLAN 12 STORM SEWER CONSTRUCTION PLAN 13 INTERSECTION DETAILS 14 INTERSECTION DETAILS 15 INTERSECTION DETAILS 16 SIGNAGE AND LIGHTING PLAN 17 DETAILS 18 DETAILS 19 DETAILS 20 DETAILS SA N SA N SA N SA N S 3 6 " R C P S A N 27 " R C P S A N 24 " R C P S A N 24 " R C P S A N WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N S E C T I O N 2 6 , T O W N S H I P 1 1 5 , R A N G E 1 9 14 5 T H S T R E E T E A S T 14 3 R D S T E A S T E MH ST S CS S S S S SS W HH HH T T XXXXXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H POHPOHPOH PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H STOSTOSTOSTOSTO STO STO SANSAN S A N S T O S T O S T O SAN SAN S A N S A N S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N GA S 1 2 3 4 1 2 3 4 5 6 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 1 2 3 4 5 6 8910 111213 1 2 3 4 5 1 2 3 4 5 6 1 2 3 4 8 7 6 5 4 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 131415 16 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 OU T L O T C 2A 3A 1A 2 3 4 4A 5A 5 FU T U R E C I T Y P A R K 5 6 7A 7A 8A 8 19 17 7 17 1 2 3 6A PI P E L I N E E A S E M E N T PE R D O C N O . 3 5 3 6 2 9 7 1 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 1 2 012 0123456 7891011121314 151617 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 7 1819 0 1 2 3 4 5 0 1 2 3 4 5 6 7 8 9 9 10 11 12 1 3 1 4 15 16 0 1 2 3 4 5 6 7 8 9 10 11 12 13 0 1 2 0 1 2 3 45 0 1 2 3 0 1 2 CO N N E M A R A T R A I L ANSTON AVE CO N N E M A R A T R A I L ANSTON AVE AL L E R T O N W A Y AL L E R T O N W A Y UP P E R 1 4 4 T H C T E UP P E R 1 4 3 R D S T E U P P E R 1 4 1 S T S T E UP P E R 1 4 1 S T S T E ACORN AVE ALLIUM CT ARBORVITAE CIR ASTER CT NW L NWLNWL NW L NW L NW L NWL NWL NW L NW L NW L NW L NW L NWL NWL NW L N W L N W L NWL NWL NWL PO N D 2 . 1 P NW L 91 4 . 5 EO F P I P E 92 0 . 5 EO F 92 1 . 6 10 0 Y R H W L 92 0 . 5 10 D A Y H W L 92 0 . 7 PO N D 2 P NW L 91 0 . 5 EO F P I P E 91 6 . 0 EO F R I P R A P 91 7 . 0 10 0 Y R H W L 91 6 . 0 10 D A Y H W L 91 6 . 3 RE G I O N A L B A S I N 3 0 7 3 PR I O R T O F U T U R E C O M M . D E V . NW L 91 2 . 0 EO F 92 2 . 0 10 0 Y R H W L 92 1 . 2 NU R P C E L L BO T 90 2 . 0 NW L 91 2 . 0 WE T V O L 4. 7 1 A F IN F I L T . B A S I N BO T 91 2 . 0 AR E A 1. 4 0 A C IN F I L T . B A S I N BO T 91 0 . 5 AR E A 0. 6 2 A C NU R P C E L L BO T 90 2 . 0 NW L 91 0 . 5 WE T V O L 2. 2 6 A F IN F I L T . B A S I N BO T 91 4 . 5 AR E A 0. 5 5 A C NU R P C E L L BO T 90 6 . 0 NW L 91 4 . 5 WE T V O L 1. 8 0 A F RE G I O N A L B A S I N 3 0 7 3 PO S T F U T U R E C O M M . D E V . 10 0 Y R H W L 92 1 . 9 10 D A Y H W L 92 2 . 3 NWLNWL NW L N W L NW L NWL NWL NWL NW L NWL NW L NW L NWL NWLNWL ST ST ST ST ST STOSTO STOSTOSTO STOSTO S T O STOSTO ST O STO STOSTOSTOSTOSTO ST O ST O S T O ST O STO S T O S T O S T O ST O ST O ST O ST O ST O STO ST O ST O STO STO STOSTO ST O S T O S T O S T O S T O S S S S S S S S S S S S S S S S SS S S S POND ACCESS PER CITY STANDARDS FUTURE POND ACCESS PER CITY STANDARDS SEE SHEET 3 & 7 SEE SHEET 3 & 7 SE E S H E E T 4 & 8 SE E S H E E T 4 & 8 SEE SHEET 5 & 9 SE E S H E E T 5 & 9 SE E S H E E T 12 SEE SHEET 9 SEE SHEET 9 SE E S H E E T 9 CBMH-118 CB-105 CB-119 CBMH-104A CBMH-103 CB-117 CBMH-116 CB-115B CBMH-115A STMH-115 STMH-130 CBMH-104 CBMH-113 CB-114 CB-129 CBMH-128 CB-131 CBMH-100A SUMP CBMH-120 CBMH-127 CBMH-106 CBMH-121 STMH-126 CBMH-101 CB-255 CBMH-124 CB-125 CBMH-211 CBMH-122 CB-210 CB-123 CBMH-209 CB-254 CBMH-253 CB-208 CBMH-207 CB-205A CBMH-205 STMH-202 CBMH-206 FES-100 MH-22 MH-21 MH-20 MH-8 DROP MH-25 MH-10 MH-24 MH-38 MH-39 DROP MH-23MH-37 DROP MH-36 MH-40 MH-40A MH-30A MH-MCES 39 MH-30 DROP PHASE 3A PHASE 3A PHASE 3B STMH-503 STMH-502 STMH-501 STMH-500 PHASE 3B SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - O A F . D W G 20 2 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION OVERALL 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 20' OR 10' 0'100'200'300' 1" = 100' . . . . . . . . . . WARNING!! PETROLEUM PRODUCTS PIPELINE! EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT WRITTEN PERMISSION FROM: NORTHERN NATURAL GAS COMPANY 888-367-6671 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2.UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3.THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4.VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. GENERAL UTILITY NOTES STORM SEWER CASTING SCHEDULE Structure Casting Type Number Type Dia. 100 FES 42"w/TRASHGUARD 100A CBMH 72"R-3067-V 101 CBMH 60"R-3067-VB 103 CBMH 48"R-3067-V 104 CBMH 48"R-4342 104A CBMH 48"R-4342 105 CB 27"R-4342 106 CBMH 72"R-3067-V 113 CBMH 60"R-3067-V 114 CB 2'x 3'R-3067-V 115 STMH 72"R-1642B 115A CBMH 48"R-3067-V 115B CB 2'x 3'R-3067-V 116 CBMH 48"R-3067-V 117 CB 2'x 3'R-3067-V 118 CBMH 48"R-3067-V 119 CB 2'x 3'R-3067-V 120 CBMH 60"R-3067-V 121 CBMH 48"R-3067-VB 122 CBMH 48"R-4342 123 CB 27"R-4342 124 CBMH 60"R-3067-VB 125 CB 2'x 3'R-3067-VB 126 STMH 48"R-1642B 127 CBMH 48"R-3067-V 128 CBMH 48"R-3067-V 129 CB 2'x 3'R-3067-V 130 STMH 48"R-1642B 131 CB 27"R-4342 202 STMH 72"R-1642B 205 CBMH 48"R-4342 205A CB 27"R-4342 206 CBMH 48"R-3067-VB 207 CBMH 60"R-3067-V 208 CB 2'x 3'R-3067-V 209 CBMH 48"R-3067-V 210 CB 27"R-3067-VB 211 CBMH 48"R-3067-V 253 CBMH 48"R-3067-V 254 CB 2'x 3'R-3067-V 255 CB 27"R-3067-V 500 STMH 84"R-1642B 501 STMH 84"R-1642B 502 STMH 84"R-1642B 503 STMH 84"R-1642B SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 2 3 4 1 2 7 1 2 3 4 5 6 1 2 3 4 5 6 810 7 2 3 3 11 121314 15 1617 15 16 3 4 5 6 ANSTON AVE U P P E R 1 4 1 S T S T E S SA N SA N SA N SA N SA N SA N SA N SA N STOSTOSTO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O S S SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N WA T WA T WA T WA T WATWAT 24 " R C P S A N 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) HYD w/AUX VALVE 16"x6" TEE 12 LF - 6" DIP CL 52 GRND ELEV = 925.3 16" GV 924.2 WYE = 0+86 14.5' RISER 935.9 923.3 WYE = 1+49 12.0' RISER 934.0 920.5 WYE = 2+18 8.5' RISER 930.7 917.2 WYE = 2+82 5.0' RISER 927.5 916.6 WYE = 3+48 924.8 914.8 WYE = 0+67 923.2 914.5 WYE = 1+43 923.0 914.6 WYE = 0+61 923.1 916.3 WYE = 3+42 924.7 924.8 WYE = 0+89 14.0' RISER 935.6 923.2 WYE = 1+55 12.0' RISER 933.5 920.0 WYE = 2+21 8.5' RISER 930.4 918.0 WYE = 2+87 4.5' RISER 927.1 MH-39 DROP MH-40 MH-40A REMOVE PLUG & CONNECT TO EX 16" WM COORDINATE SAN SWR INSTALLATION WITH EX STORM SWR. REMOVE & REPLACE STORM SWR AS NEEDED. PROTECT EX MCES SAN SWR THROUGHOUT CONSTRUCTION 11 12 5 6 6 5 4 3 2 1 6 5 4 3 2 1 19 20 21 22 01234 10 11 12 13 CO N N E M A R A T R A I L ANSTON AVE AL L E R T O N W A Y SSANSANSANSAN WAT REMOVE PLUG & CONNECT TO EX 16" WM 16" GV 16"x8" REDUCER 8" GV 8" WM PLUG w/AIR BLEED CONNECT TO EX MH-8 DROP MH-10 SAN STUB 8" IE=921.52 16"x8" CROSS STREET 01 - ANSTON AVENUE 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+001+002+003+004+005+00 STREET 01 - ANSTON AVENUE 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 11+0012+0013+0014+0015+0016+0017+0018+00 MH-40 STA: 13+50 RE=923.24 IE=909.15 (8" S) IE=909.05 (8" N) D=14.2 MH-40A STA: 12+00 RE=921.69 IE=909.90 (8" N) D=11.8 EX 300 LF-8" PVC SDR 26 @ 0.50% EX MH-8 DROP STA: 2+30 RE=940.41 IE=928.41 (8" W) IE=920.02 (8" E) IE=920.02 (8" S) IE=919.92 (8" N) D=20.5 244 LF-8" PVC SDR 26 @ 0.50% MH-10 STA: -0+14 RE=937.23 IE=921.34 (8" S) IE=921.24 (8" N) D=16.0 36 LF-8" PVC SDR 35 @ 0.50% IE=921.52 (8") MH-39 DROP STA: 17+03 RE=936.18 IE=918.83 (8" W) IE=907.28 (8" S) IE=907.18 (8" E) D=29.0 353 LF-8" PVC C900 @ 0.50% 150 LF-8" PVC SDR 35 @ 0.50% 464 LF - 16" DIP CL 52 7.5' MIN COVER 50 LF - 16" DIP CL 52 EXTRA DEPTH TOP OF WM STA=17+13 ELEV=928.23 TOP OF WM STA=13+98 ELEV=917.01 TOP OF WM STA=12+49 ELEV=913.54 TOP OF WM STA=12+10 ELEV=913.46 TOP OF WM STA=12+29 ELEV=909.93 TOP OF WM STA=11+99 ELEV=913.46 310 LF - 16" DIP CL 52 7.5' MIN COVER 50 LF - 16" DIP CL 52 EXTRA DEPTH 60 LF - 8" DIP CL 52 EXTRA DEPTH TOP OF WM STA=3+71 ELEV=934.15 TOP OF WM STA=2+40 ELEV=932.28 TOP OF WM STA=0+60 ELEV=930.32 TOP OF WM STA=0+10 ELEV=929.08 TOP OF WM STA=-0+50 ELEV=928.93 30" RCP CL 3 IE=912.42 27" PVC IE=905.28 2.0' INSULATE X-ING 2.0' INSULATE X-ING 1.6' INSULATE X-ING 14 . 0 ' R I S E R 12 . 0 ' R I S E R 8. 5 ' R I S E R 4. 5 ' R I S E R 5. 0 ' R I S E R 8. 5 ' R I S E R 12 . 0 ' R I S E R 14 . 5 ' R I S E R SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 3 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 181716151413121110987654321 16151413121110987 654321 5 5 6 8A 819 17 7 17 0 1 2 0 1 2 1 2 3 4 5 6 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 0 1 2 AN S T O N A V E ALLERTON WAY ALLERTON WAY UPPER 144TH CT E AS T E R C T X X X X X X X X X X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H ST O ST O ST O ST O ST O ST O STO S S SS S SSANSANSANSANSANSANSANSAN SA N S A N SA N SANSANSANSAN SA N SA N SA N SA N SA N SA N SANSANSAN WA T WA T WA T WA T WA T WA T WA T W A T WA T WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT 8" WM PLUG w/AIR BLEED MH-22 MH-21 MH-20 CONNECT TO EX MH-8 DROP MH-23 MH-24 MH-25 SAN STUB 8" IE=924.65 REMOVE PLUG & CONNECT TO EX 8" WM w/8" GV 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) HYD w/AUX VALVE 8"x6" TEE 10 LF - 6" DIP CL 52 GRND ELEV = 942.0 RELOCATE EX HYD TO STA 6+55 RELOCATED HYD w/AUX VALVE 8"x6" TEE 11 LF - 6" DIP CL 52 GRND ELEV = 946.5 HYD w/AUX VALVE 8"x6" TEE 12 LF - 6" DIP CL 52 GRND ELEV = 937.9 HYD w/AUX VALVE 8"x6" TEE 11 LF - 6" DIP CL 52 GRND ELEV = 937.0 REMOVE PLUG & CONNECT TO EX 8" WM 8"x8" TEE 8" 45° BEND 8" 45° BEND 8" 45° BEND 8" 45° BEND 8" 45° BEND (2) 8" GVs 8" GV 93 8 . 9 WY E = 1 + 8 4 94 8 . 1 93 8 . 4 WY E = 1 + 3 8 94 7 . 6 93 7 . 7 WY E = 0 + 8 9 94 6 . 9 93 7 . 1 WY E = 0 + 3 4 94 6 . 2 9 3 6 . 6 W Y E = 0 + 4 2 9 4 5 . 8 9 3 6 . 6 W Y E = 0 + 1 7 9 4 5 . 5 93 6 . 3 W Y E = 2 + 8 9 94 5 . 2 936.0 WYE = 2+62 944.9 935.5 WYE = 2+20 944.3 934.9 WYE = 1+66 943.7 934.2 WYE = 1+15 943.0 933.7 WYE = 0+61 942.5 933.8 WYE = 0+69 942.6 934.0 WYE = 1+25 943.1 934.7 WYE = 1+81 943.8 936.0 WYE = 2+36 944.7 93 6 . 3 WY E = 1 + 3 4 94 7 . 6 93 6 . 6 WY E = 1 + 9 0 94 8 . 1 STREET 02 - ALLERTON WAY 915 920 925 930 935 940 945 950 915 920 925 930 935 940 945 950 5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EX MH-8 DROP STA: 11+22 RE=940.41 IE=928.41 (8" W) IE=920.02 (8" E) IE=920.02 (8" S) IE=919.92 (8" N) D=20.5 MH-22 STA: 5+80 RE=947.14 IE=935.14 (8" S) D=12.0 196 LF-8" PVC SDR 35 @ 1.19% MH-21 STA: 7+77 RE=944.70 IE=932.80 (8" N) IE=932.70 (8" SE) D=12.0 48 LF-8" PVC SDR 35 @ 1.08% MH-20 STA: 8+26 RE=944.08 IE=932.18 (8" NW) IE=932.08 (8" E) D=12.0 234 LF-8" PVC SDR 35 @ 1.24% IE=928.66 (8") 20 LF-8" DIP @ 1.24% 322 LF-8" PVC SDR 26 @ 0.77%MH-23 STA: 15+00 RE=935.71 IE=923.04 (8" E) IE=922.94 (8" W) D=12.8 149 LF-8" PVC SDR 35 @ 0.50% MH-24 STA: 16+50 RE=936.77 IE=923.89 (8" NE) IE=923.79 (8" W) D=13.0 75 LF-8" PVC SDR 35 @ 0.50% MH-25 MH-25 STA: 17+27 RE=937.73 IE=924.37 (8" E) IE=924.27 (8" SW) D=13.5 56 LF-8" PVC SDR 35 @ 0.50% IE=924.65 (8") 621 LF - 8" DIP CL 52 7.5' MIN COVER 92 LF - 8" DIP CL 52 EXTRA DEPTH 223 LF - 8" DIP CL 52 EXTRA DEPTH 375 LF - 8" DIP CL 52 7.5' MIN COVER TOP OF WM STA=5+63 ELEV=938.28 TOP OF WM STA=6+55 ELEV=938.28 TOP OF WM STA=10+14 ELEV=933.77 TOP OF WM STA=11+32 ELEV=932.28 TOP OF WM STA=12+95 ELEV=930.24 TOP OF WM STA=13+28 ELEV=927.72 TOP OF WM STA=16+45 ELEV=928.76 TOP OF WM STA=17+38 ELEV=929.85 TOP OF WM STA=19+09 ELEV=931.88 TOP OF WM STA=15+18 ELEV=927.69 2.0' INSULATE X-ING TOP OF WM STA=13+45 ELEV=926.86 2.0' INSULATE X-ING 1.8' INSULATE X-ING 4. 0 ' R I S E R (2 ) 4 . 5 ' R I S E R (2 ) 5 . 5 ' R I S E R 6. 5 ' R I S E R 6. 5 ' R I S E R (2 ) 6 . 0 ' R I S E R (2 ) 5 . 0 ' R I S E R 4. 0 ' R I S E R 56 LF-8" PVC SDR 26 @ 0.77% IE=920.45 (8") 41 LF-8" PVC SDR 35 @ 1.24% IE=929.17 (8") TOP OF WM STA=-0+06 ELEV=929.85 2.0' INSULATE X-ING 58 LF - 8" DIP CL 52 EXTRA DEPTH TOP OF WM STA=0+11 ELEV=929.34 TOP OF WM STA=0+53 ELEV=930.91 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 4 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES BLK NO.WYE=X+XX XXX.X RISER (VF)LOT NO.L (FT)XXX.X S&W 1 56 930.8 6.5 2 100 930.8 6.0 3 107 930.8 5.5 4 150 930.8 5.0 45 45 45 45 940.6 940.3 940.3 940.1 7 5 157 930.8 4.5 6 200 930.8 4.0 45 45 940.0 939.2 7 244 928.5 - 8 287 928.5 - 45 45 938.1 938.1 9 294 928.5 -45 938.0 10 337 928.5 -45 937.9 11 343 928.5 -45 937.8 12 9 928.5 -45 937.6 13 39 928.5 -43 937.6 14 82 928.5 -42 937.7 15 89 928.5 -41 937.8 16 132 928.5 -40 937.9 1 58 930.7 6.5 2 101 930.7 6.0 3 108 930.7 5.5 4 151 930.7 5.0 5 158 930.7 4.5 6 201 930.7 4.0 7 231 928.5 - 8 274 928.5 - 45 45 45 45 45 45 45 45 940.4 940.3 940.3 940.1 940.0 939.4 938.2 938.1 8 9 281 928.5 - 10 324 928.5 - 45 45 938.1 937.9 11 331 928.5 - 12 370 928.5 - 45 45 937.8 937.5 13 12 928.5 - 14 69 928.5 - 15 76 928.5 - 16 119 928.5 - 47 48 48 50 937.5 937.8 937.8 938.0 17 126 928.5 - 18 5 928.5 - 50 61 938.1 938.1 BLK NO.WYE=X+XX XXX.X RISER (VF)LOT NO.L (FT)XXX.X S&W SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 3 4 1 2 3 4 5 6 1 2 1 2 1 2 12 13 1 2 2A 3 1 16 17 4 5 6 7 8 9 0 1 AN S T O N A V E UPPER 141 S T S T E AL L I U M C T W POH POH POH POH POH POH POH POH POH POH POH POH POH POH WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 927.9 WYE = 1+92 16.5' RISER 937.6 HYD w/AUX VALVE 8"x6" TEE 12 LF - 6" DIP CL 52 37.5xx.x 8" GV 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 928.5 WYE = 1+20 17.5' RISER 938.2 928.7 WYE = 0+31 18.5' RISER 938.5 927.6 WYE = 1+02 17.5' RISER 937.6 926.5 WYE = 0+37 17.0' RISER 936.6 926.4 WYE = 0+05 17.5' RISER 936.3 8" GV 16"x 8" REDUCER 16"x 8" TEE 16" WM PLUG w/AIR BLEED 927.3 WYE = 0+33 937.0 16" 11.25° BEND 8" 11.25° BEND 8" WM PLUG w/AIR BLEED8"x 8" TEE SAN STUB 8" IE=919.13 MH-39 DROP MH-38 MH-37 DROP SAN STUB 8" IE=918.21 1 2 3 8910 111213 5 1 2 3 4 5 64 2 3 6A 7 8 9 10 0 1 2 3 4 5 ALLIUM CT NW L NWLNWLNWL NWL NWL NWL S SA N SA N SA N SA N SA N SA N SA N ST O ST O S SA N SA N SA N SA N SA N SA N SA N 924.2 WYE = 1+99 15.5' RISER 934.0 HYD w/AUX VALVE 8"x6" TEE 27 LF - 6" DIP CL 52 GRND ELEV = 920.0 8" GV 4" PVC SDR 26 SAN SRV (TYP) 1" COPPER TYPE "K" SRV w/CURB STOP (TYP) 921.5 WYE = 1+34 13.0' RISER 931.5 918.1 WYE = 0+68 10.0' RISER 928.4 915.7 WYE = 1+69 6.5' RISER 924.5 913.1 WYE = 0+88 4.0' RISER 921.4 911.9 WYE = 0+39 4.0' RISER 920.2 924.7 WYE = 2+04 15.5' RISER 934.5 921.4 WYE = 1+38 13.0' RISER 931.8 918.0 WYE = 0+72 10.0' RISER 928.3 914.7 WYE = 0+07 7.5' RISER 925.2 911.4 WYE = 1+45 5.5' RISER 922.1 910.6 WYE = 0+81 4.0' RISER 920.3 8" 22.5° BEND (2) 8" 22.5° BENDS (2) 8" 45° BENDS MH-37 DROP MH-36 MH-30A MH-30 DROP MH-MCES 39 STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 4+00 5+00 6+00 7+00 8+00 9+00 10+00 STREET 07 - ALLIUM COURT 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 MH-39 DROP STA: 5+00 RE=936.18 IE=918.83 (8" W) IE=907.28 (8" S) IE=907.18 (8" E) D=29.0 IE=919.13 (8") 39 LF-8" PVC SDR 35 @ 0.50% IE=918.93 (8") 20 LF-8" DIP @ 0.50% MH-38 STA: 7+00 RE=936.68 IE=906.18 (8" W) IE=906.08 (8" E) D=30.6 MH-37 DROP STA: 8+32 RE=935.22 IE=917.87 (8" E) IE=905.42 (8" W) IE=905.32 (8" S) D=29.9 20 LF-8" DIP @ 0.50% IE=917.97 (8") 47 LF-8" PVC SDR 35 @ 0.50% IE=918.21 (8") MH-37 DROP STA: 0+00 RE=935.22 IE=917.87 (8" E) IE=905.42 (8" W) IE=905.32 (8" S) D=29.9 300 LF-8" PVC C900 @ 0.50% MH-36 STA: 3+00 RE=923.22 IE=903.82 (8" N) IE=903.72 (8" SE) D=19.5 182 LF-8" PVC SDR 26 @ 0.50% MH-30A STA: 1+82 RE=918.01 IE=902.81 (8" NW) IE=902.71 (8" E) D=15.3 144 LF-8" PVC SDR 35 @ 0 . 7 8 % MH-30 DROP STA: 3+27 RE=915.71 IE=901.58 (8" W) IE=901.48 (8" S) D=14.2 10 LF-8" PVC SDR 35 @ 0.50% EX MH-MCES 39 STA: 3+36 RE=916.71 IE=901.43 (8" N) IE=901.43 (8" S) IE=900.17 (24" W) IE=900.36 (24" E) D=16.5 FUT 15 LF-8" PVC @ 0.50% FUT MH-29 STA: 3+52 RE=919.18 IE=901.61 (8" E) IE=901.51 (8" N) D=17.7 TOP OF WM STA=4+51 ELEV=927.74 TOP OF WM STA=5+11 ELEV=928.34 TOP OF WM STA=6+21 ELEV=929.38 TOP OF WM STA=8+43 ELEV=927.33 TOP OF WM STA=8+90 ELEV=927.79 380 LF - 8" DIP CL 52 7.5' MIN COVER 58 LF - 16" DIP CL 52 7.5' MIN COVER TOP OF WM STA=-0+10 ELEV=927.33 TOP OF WM STA=0+45 ELEV=925.45 TOP OF WM STA=0+83 ELEV=925.45 TOP OF WM STA=4+44 ELEV=910.88 TOP OF WM STA=4+75 ELEV=910.46 TOP OF WM STA=5+90 ELEV=906.20 TOP OF WM STA=5+46 ELEV=906.91 TOP OF WM STA=6+28 ELEV=907.76 TOP OF WM STA=6+43 ELEV=907.95 2.0' INSULATE X-ING 93 LF - 8" DIP CL 52 EXTRA DEPTH 563 LF - 8" DIP CL 52 7.5' MIN COVER PROPOSED ℄ GRADE (TYP.) REAR YARD GRADE TEMP DITCH GRADING 36" RCP CL 3 IE=910.71 17 . 0 ' R I S E R 17 . 5 ' R I S E R 18 . 5 ' R I S E R 17 . 5 ' R I S E R 16 . 5 ' R I S E R 17 . 5 ' R I S E R 4. 0 ' R I S E R 10 . 0 ' R I S E R 13 . 0 ' R I S E R 15 . 5 ' R I S E R 15 . 5 ' R I S E R 13 . 0 ' R I S E R 10 . 0 ' R I S E R 7. 5 ' R I S E R 4. 0 ' R I S E R 5. 5 ' R I S E R 6. 5 ' R I S E R 4. 0 ' R I S E R 200 LF-8" PVC C900 @ 0.50% 132 LF-8" PVC C900 @ 0.50% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 5 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 7 8 9 10 11 12 10 11 12 13 14 181716151413121110987654321 5 819 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 0 1 CONNEMARA TRAIL AN S T O N A V E CONNEMARA TRAIL ASTER C T NW L NWL NWL NWL NWL NWL NWL PO H PO H PO H PO H PO H PO H PO H PO H ST ST O ST O REMOVE PLUG & CONNECT TO EX 12" WM 12" GV 16"x 12" CROSS 12" GV HYD w/AUX VALVE 12"x6" TEE 22 LF - 6" DIP CL 52 GRND ELEV = 937.6 12" WM PLUG w/AIR BLEED CONNEMARA TRAIL 895 900 905 910 915 920 925 930 935 940 945 895 900 905 910 915 920 925 930 935 940 945 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 214 LF - 12" DIP CL 52 7.5' MIN COVER 198 LF - 12" DIP CL 52 EXTRA DEPTH 176 LF - 12" DIP CL 52 EXTRA DEPTH FUT 762 LF - 12" DIP CL 52 7.5' MIN COVER TOP OF WM STA = 15+50 ELEV = 932.43 (VERIFY) TOP OF WM STA=17+48 ELEV=932.43 TOP OF WM STA=19+62 ELEV=928.90 TOP OF WM STA=21+28 ELEV=929.38TOP OF WM STA=20+96 ELEV=929.08 MH-10 STA: 20+86 RE=937.23 IE=921.34 (8" S) IE=921.24 (8" N) D=16.0 2.0' INSULATE X-ING 2.0' INSULATE X-ING TOP OF WM STA=21+38 ELEV=929.28 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - U T 0 1 . D W G 20 6 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SANITARY SEWER AND WATERMAIN CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND SANITARY SEWER SERVICE WYE AND COMBINED TRENCH LOCATION ON MAIN LINE FROM DOWNSTREAM MANHOLE SANITARY SEWER SERVICE INVERT ELEVATION @ SERVICE END DENOTES ELEVATION OF THE TOP OF WATER SERVICE STOP BOX WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FEET XXX.X X.X' RISER XXX.X SANITARY SEWER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER. INSTALL RISER AT PROPERTY LINE WYE = X+XX B A 1.FLAG HYDRANTS. 2.EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. 3.ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. 4.MANHOLE ADJUSTMENTS SHALL INCLUDE A MAXIMUM OF 12" ADJUSTMENT RINGS (TOTAL) AND ANY ADDITIONAL ADJUSTMENT REQUIRED SHALL BE MADE WITH NEW MANHOLE SECTION(S). 5.SANITARY SERVICES SHALL BE 4" PVC SDR 26 PER CITY DETAIL SS-3. 6.WATER SERVICES SHALL BE 1" COPPER TYPE "K" PER CITY DETAIL W-4. 7.ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY CITY PERSONNEL ONLY. THE CITY REQUIRES A MINIMUM OF 48-HOUR NOTICE BEFORE THE ACTIVATION OF THE WATERMAIN SYSTEM. GENERAL NOTES SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 2 3 4 1 2 7 1 2 3 4 5 6 1 2 3 4 5 6 810 7 2 3 3 11 121314 15 1617 15 16 3 4 5 6 ANSTON AVE U P P E R 1 4 1 S T S T E STOSTOSTO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O S S SA N SA N SA N SA N SA N SA N SA N SA N SAN SA N SA N WA T WA T WA T WA T WATWAT S SA N SA N SA N SA N SA N SA N SA N SA N 24 " R C P S A N CB-255 CBMH-253 CB-254 STORM STUB 15" IE=917.95 CBMH-251 SUMP BEGIN STREET AND SIDEWALK CONSTRUCTION AT STA 11+60 SALVAGE (2) TYPE III BARRICADES SURMOUNTABLE CURB & GUTTER (TYP) 5' CONC SIDEWALK 1' INSIDE ROW (TYP) PED RAMP (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) R2 5 ' 60 ' RO W 32 ' F- F 11 12 5 6 6 5 4 3 2 1 6 5 4 3 2 1 19 20 21 22 01234 10 11 12 13 CO N N E M A R A T R A I L ANSTON AVE AL L E R T O N W A Y SSANSANSANSAN WAT CBMH-116 CB-117 STMH-115 CBMH-113 CB-114 CBMH-106 END STREET AND SIDEWALK CONSTRUCTION AT STA 3+81 SALVAGE (2) TYPE III BARRICADES 60 ' RO W 32 ' F- F SURMOUNTABLE CURB & GUTTER (TYP) 5' CONC SIDEWALK 1' INSIDE ROW (TYP) R25' PED RAMP (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) R25 ' STREET 01 - ANSTON AVENUE 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+001+002+003+004+005+00 STREET 01 - ANSTON AVENUE 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 11+0012+0013+0014+0015+0016+0017+0018+00 -2.00% 1.90% 1.26% PVI STA = 0+00.00 PVI ELEV = 937.56 PVI STA = 0+24.50 PVI ELEV = 937.07 H.P ELEV = 942.24 H.P. STA = 3+97.11 PVI STA = 4+00.00 PVI ELEV = 942.60 A.D. = -2.66% K = 41.35 110.00' VC PVC = 3+45.00 ELEV = 941.91 PVT = 4+55.00 ELEV = 941.83 H.P ELEV = 939.83 H.P. STA = 1+80.00 PVI STA = 1+50.00 PVI ELEV = 939.45 A.D. = -0.64% K = 94.28 60.00' VC PVC = 1+20.00 ELEV = 938.88 PVT = 1+80.00 ELEV = 939.83 93 7 . 5 6 93 7 . 5 5 93 8 . 5 0 93 9 . 4 0 94 0 . 0 8 94 0 . 7 1 94 1 . 3 4 94 1 . 9 7 94 2 . 2 3 94 1 . 9 0 94 1 . 2 0 92 4 . 1 9 92 2 . 6 2 92 1 . 7 4 92 1 . 5 5 92 2 . 0 5 92 3 . 2 4 92 5 . 1 2 92 7 . 5 6 93 0 . 0 6 93 2 . 4 6 93 4 . 1 2 93 5 . 1 6 93 6 . 1 6 5.0 0 % 2.00% PVI STA = 17+03.47 PVI ELEV = 936.23 L.P ELEV = 921.53 L.P. STA = 12+38.79 PVI STA = 12+40.00 PVI ELEV = 917.06 A.D. = 9.93% K = 36.24 360.00' VC PVC = 10+60.00 ELEV = 925.94 PVT = 14+20.00 ELEV = 926.06 H.P ELEV = 934.46 H.P. STA = 16+15.00 PVI STA = 15+70.00 PVI ELEV = 933.56 A.D. = -3.00% K = 30.00 90.00' VC PVC = 15+25.00 ELEV = 931.31 PVT = 16+15.00 ELEV = 934.46 31 LF-15" RCP CL 5 @ 1.00% CB-254 STA: 15+30 RE=931.09 IE=927.10 (15" W) D=4.0CBMH-253 STA: 15+26 RE=930.88 IE=926.79 (15" E) IE=925.04 (15" N) IE=925.04 (15" S) D=5.8 CB-255 STA: 17+19 RE=935.64 IE=931.64 (15" S) D=4.0 192 L F - 1 5 " R C P C L 5 @ 3 . 4 4 % CBMH-253 253 L F - 1 5 " R C P C L 5 @ 2 . 8 0 % IE=917.95 (15") EX 35 LF-15" RCP CL 5 @ 2.80% CBMH-251 SUMP STA: 12+39 RE=921.07 IE=917.07 (21" S) IE=916.97 (15" E) IE=916.97 (15" N) IE=915.97 (30" W) D=8.1 3.0' SUMP=912.97 CBMH-116 63 LF-15" RCP CL 5 @ 0.50% STMH-115 STA: 2+14 RE=939.94 IE=935.97 (15" W) IE=935.97 (15" N) IE=926.83 (24" E) IE=926.43 (30" S) D=13.5 158 LF-30" RCP CL 3 @ 0.30% CBMH-113 83 LF-30" RCP CL 3 @ 0.30% CBMH-106 STA: -0+26 RE=936.87 IE=925.71 (30" N) IE=923.69 (24" E) IE=922.89 (36" W) D=14.0CBMH-116 STA: 2+77 RE=940.59 IE=936.28 (15" E) IE=936.28 (15" S) D=4.3 31 LF-15" RCP CL 5 @ 1.00% CB-117 STA: 2+77 RE=940.59 IE=936.59 (15" W) D=4.0 CBMH-113 STA: 0+57 RE=937.22 IE=932.91 (15" E) IE=925.95 (30" N) IE=925.95 (30" S) D=11.3 31 LF-15" RCP CL 5 @ 1.00% CB-114 STA: 0+57 RE=937.22 IE=933.22 (15" W) D=4.0 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 06 ℄-℄ CONNEMARA TRAIL ℄-℄ BE G I N S T R E E T C O N S T R U C T I O N ST A 1 1 + 6 0 EN D S T R E E T C O N S T R U C T I O N ST A 3 + 8 1 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 7 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 181716151413121110987654321 16151413121110987 654321 5 5 6 8A 819 17 7 17 0 1 2 1 2 1 2 3 4 5 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 0 1 2 AN S T O N A V E ALLERTON WAY ALLERTON WAY UPPER 144TH CT E AS T E R C T ST O ST O ST O S T O STO S S SS S SSANSANSANSANSANSANSANSANSANSANSANSAN SA N SA N SA N SA N SA N SA N SANSANSAN WA T WA T WA T WA T WA T WA T W A T WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT X X X X X X X X X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H CB-119 CBMH-118 CBMH-115A STMH-115 STORM STUB 24" IE=927.23 CBMH-120 CBMH-121 CBMH-122 CB-123 CBMH-124 CB-125 STMH-126 CBMH-127 CBMH-128 CB-129 STMH-130 CB-131 CONNECT TO EX STRM 15" IE=935.08 CB-115B STORM STUB 15" IE=936.64 END STREET CONSTRUCTION AT STA 0+38 INSTALL (2) TYPE III BARRICADES 60 ' RO W 32 ' F- F 5' CONC SIDEWALK 1' INSIDE ROW (TYP) PED RAMP (TYP) ADJUST MH CASTING (TYP)ADJUST GV (TYP) SURMOUNTABLE CURB & GUTTER (TYP) END STREET AND SIDEWALK CONSTRUCTION AT STA 19+19 SALVAGE (2) TYPE III BARRICADES BEGIN STREET AND SIDEWALK CONSTRUCTION AT STA 5+53 REMOVE TEMP CUL-DE-SAC AND SALVAGE (2) TYPE III BARRICADES CONC VALLEY GUTTER ACROSS STREET PARKING CONC VALLEY GUTTER ACROSS STREET PARKING 936.78 936.93 937.06937.53 938.52 939.52 939.12 937.94 939.09 939.46 939.06 938.52 GUTTER ELEVATION (TYP) 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP R 2 0 ' R 2 5 ' TIPOUT B612 CURB & GUTTER TIPOUT B612 CURB & GUTTER B612 CURB & GUTTER. DRAIN TO CBMH. STREET 02 - ALLERTON WAY 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 5+40 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 -2.00% 1.18% -1.26% PVI STA = 19+76.34 PVI ELEV = 940.51 PVI STA = 19+71.34 PVI ELEV = 940.61 L.P ELEV = 935.68 L.P. STA = 15+26.74 PVI STA = 15+25.00 PVI ELEV = 935.34 A.D. = 2.44% K = 45.14 110.00' VC PVC = 14+70.00 ELEV = 936.04 PVT = 15+80.00 ELEV = 935.99 H.P ELEV = 947.28 H.P. STA = 5+55.46 PVI STA = 5+40.00 PVI ELEV = 947.73 A.D. = -3.50% K = 31.46 110.00' VC PVC = 4+85.00 ELEV = 946.49 PVT = 5+95.00 ELEV = 947.03 94 7 . 2 5 94 7 . 2 8 94 6 . 9 7 94 6 . 3 4 94 5 . 7 1 94 5 . 0 9 94 4 . 4 6 94 3 . 8 3 94 3 . 2 0 94 2 . 5 7 94 1 . 9 4 94 1 . 3 2 94 0 . 6 9 94 0 . 0 6 93 9 . 4 3 93 8 . 8 0 93 8 . 1 7 93 7 . 5 4 93 6 . 9 2 93 6 . 2 9 93 5 . 7 6 93 5 . 7 4 93 6 . 2 3 93 6 . 8 2 93 7 . 4 1 93 8 . 0 0 93 8 . 5 9 93 9 . 1 8 93 9 . 7 7 94 0 . 3 6 STMH-115 STA: 11+06 RE=939.94 IE=935.97 (15" W) IE=935.97 (15" N) IE=926.83 (24" E) IE=926.43 (30" S) D=13.5 CBMH-118 237 LF-15" RCP C L 5 @ 1 . 1 0 % CBMH-115A 31 LF-15" RCP CL 5 @ 0.83% 171 LF-24" RCP CL 3 @ 0.60% CBMH-120 182 LF-21" RCP CL 4 @ 0.65 % CBMH-124 127 LF-18" RCP CL 5 @ 0.55% STMH-126 STA: 16+50 RE=936.53 IE=931.11 (18" NE) IE=931.11 (18" W) D=5.4 CBMH-127 STA: 17+12 RE=937.10 IE=931.49 (18" N) IE=931.49 (18" SW) D=5.6 67 LF-18" RCP CL 5 @ 0.55%70 LF-18" RCP CL 5 @ 0.55% CBMH-128 STA: 17+71 RE=937.79 IE=933.48 (15" W) IE=932.06 (15" N) IE=931.86 (18" S) D=5.9 81 LF-15" RCP CL 5 @ 1.00% STMH-130 52 LF-15" RCP CL 5 @ 1.00% IE=935.08 (15") EX 20 LF-15" RCP CL 5 @ 1.00% EX CBMH-132 STA: 19+24 RE=939.59 IE=935.36 (15" NE) IE=935.28 (15" W) IE=935.28 (15" S) D=4.3 CBMH-118 STA: 8+32 RE=943.61 IE=939.25 (15" N) IE=939.25 (15" E) D=4.4 31 LF-15" RCP CL 5 @ 1.00% CB-119 STA: 8+34 RE=943.56 IE=939.56 (15" S) D=4.0 CBMH-115A STA: 10+75 RE=940.54 IE=936.53 (15" W) IE=936.23 (15" N) IE=936.23 (15" E) D=4.3 31 LF-15" RCP CL 5 @ 1.00% CB-115B STA: 10+75 RE=940.54 IE=936.54 (15" S) D=4.0 CBMH-120 STA: 13+45 RE=937.15 IE=929.03 (21" E) IE=928.86 (15" N) IE=928.26 (24" W) D=8.9 51 LF-15" RCP CL 5 @ 0.35% CBMH-121 STA: 13+45 RE=936.56 IE=929.04 (15" N) IE=929.04 (15" S) D=7.5 111 LF-15" RCP CL 5 @ 0.33% CBMH-122 STA: 13+45 RE=934.80 IE=929.41 (15" E) IE=929.41 (15" S) D=5.4 180 LF-15" RCP CL 5 @ 0.33% CB-123 STA: 15+25 RE=934.00 IE=930.00 (15" W) D=4.0 CBMH-124 STA: 15+27 RE=935.22 IE=930.91 (15" N) IE=930.41 (18" E) IE=930.21 (21" W) D=5.0 31 LF-15" RCP CL 5 @ 1.00% CB-125 STA: 15+27 RE=935.22 IE=931.22 (15" S) D=4.0 CBMH-128 STA: 17+71 RE=937.79 IE=933.48 (15" W) IE=932.06 (15" N) IE=931.86 (18" S) D=5.9 31 LF-15" RCP CL 5 @ 1.00% CB-129 STA: 17+71 RE=937.79 IE=933.79 (15" E) D=4.0 STMH-130 STA: 18+52 RE=938.92 IE=934.56 (15" N) IE=932.87 (15" E) IE=932.87 (15" S) D=6.0 93 LF-15" RCP CL 5 @ 0.35% CB-131 STA: 18+52 RE=937.20 IE=933.20 (15" W) D=4.0 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 01 ℄-℄ PRVT 01 ℄-℄ STREET 03 ℄-℄ BE G I N S T R E E T C O N S T R U C T I O N ST A 5 + 5 3 PHASE 3A STUB IE=927.23 (24") 10 LF-15" RCP CL 5 @ 1.10% PHASE 3A STUB IE=936.64 (15") 68 LF-24" RCP CL 3 @ 0.60% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 8 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 3 4 1 2 3 4 5 6 1 2 1 2 1 2 12 13 1 2 2A 3 1 16 17 4 5 6 7 8 9 0 1 AN S T O N A V E UPPER 141 S T S T E AL L I U M C T W POH POH POH POH POH POH POH POH POH POH POH POH POH POH WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT CB-255 CB-210 CBMH-211 STORM STUB 15" IE=927.73 5' CONC SIDEWALK 1' INSIDE ROW (TYP) PED RAMP (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) SURMOUNTABLE CURB & GUTTER (TYP) 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP BEGIN STREET AND SIDEWALK CONSTRUCTION AT STA 4+61 INSTALL (2) TYPE III BARRICADES 60 ' RO W 32 ' F- F R 2 5 ' R20' END STREET AND SIDEWALK CONSTRUCTION AT STA 8+80 INSTALL (2) TYPE III BARRICADES 1 2 3 4 111213 4 5 1 2 3 4 5 6 1 4 2 3 6A 8 9 10 11 0 1 2 3 4 5 ALLIUM CT NW L NW L NW L NWLNWLNWL NWL NWL NWL IN F I L T . B A S I N BO T AR E A NU R P C E L L BO T NW L WE T V O L ST O ST O S SA N SA N SA N SA N SA N SA N SA N SA N S SA N SA N SA N SA N SA N SA N SA N SA N CB-210 CBMH-209 CBMH-207 CB-208 CBMH-206 STMH-202 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP 60 ' RO W 32 ' F- F SURMOUNTABLE CURB & GUTTER (TYP) ADJUST MH CASTING (TYP) ADJUST GV (TYP) R2 0 ' STREET 06 - ACORN AVENUE | UPPER 141ST STREET EAST 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 4+00 5+00 6+00 7+00 8+00 9+00 10+00 STREET 07 - ALLIUM COURT 900 905 910 915 920 925 930 935 940 900 905 910 915 920 925 930 935 940 0+00 1+00 2+00 3+00 4+00 5+00 6+00 1.00%-2.00%1.00% PVI STA = 4+99.70 PVI ELEV = 936.23 L.P ELEV = 935.23 L.P. STA = 8+15.00 PVI STA = 7+95.00 PVI ELEV = 934.83 A.D. = 3.00% K = 40.00 120.00' VC PVC = 7+35.00 ELEV = 936.03 PVT = 8+55.00 ELEV = 935.43 H.P ELEV = 937.40 H.P. STA = 6+33.33 PVI STA = 6+50.00 PVI ELEV = 937.73 A.D. = -3.00% K = 33.33 100.00' VC PVC = 6+00.00 ELEV = 937.23 PVT = 7+00.00 ELEV = 936.73 93 5 . 2 3 93 5 . 7 3 93 6 . 2 3 93 6 . 7 3 93 7 . 2 3 93 7 . 3 6 93 6 . 7 3 93 5 . 7 6 93 5 . 2 6 93 5 . 3 9 93 5 . 8 8 93 6 . 3 8 93 6 . 8 8 5.00% -2.00% -5. 0 0 % PVI STA = 0+00.00 PVI ELEV = 935.27 PVI STA = 5+82.71 PVI ELEV = 924.98 L.P ELEV = 919.56 L.P. STA = 4+24.28 PVI STA = 4+24.28 PVI ELEV = 917.06 A.D. = 10.00% K = 20.00 200.00' VC PVC = 3+24.28 ELEV = 922.06 PVT = 5+24.28 ELEV = 922.06 H.P ELEV = 934.27 H.P. STA = 0+50.00 PVI STA = 1+00.00 PVI ELEV = 933.27 A.D. = -3.00% K = 33.33 100.00' VC PVC = 0+50.00 ELEV = 934.27 PVT = 1+50.00 ELEV = 930.77 93 5 . 2 7 93 4 . 2 7 93 2 . 9 0 93 0 . 7 7 92 8 . 2 7 92 5 . 7 7 92 3 . 2 7 92 0 . 9 4 91 9 . 7 0 91 9 . 7 2 92 0 . 9 9 92 3 . 3 4 CB-255 STA: 4+86 RE=935.64 IE=931.64 (15" S) D=4.0 CB-210 STA: 8+15 RE=934.77 IE=930.77 (15" S) D=4.0 CBMH-211 STA: 8+72 RE=935.14 IE=927.67 (15" E) IE=927.67 (15" SW) D=7.5 18 LF-15" RCP CL 5 @ 0.33% IE=927.73 (15") 65 LF-15" RCP CL 5 @ 0.33% CBMH-211 STA: 0+12 RE=935.14 IE=927.67 (15" E) IE=927.67 (15" SW) D=7.5 CBMH-209 STA: 0+45 RE=933.91 IE=930.18 (15" N) IE=927.45 (15" NE) IE=927.45 (15" S) D=6.5 45 LF-15" RCP CL 5 @ 1.00% CB-208 STA: 5+31 RE=921.94 IE=917.94 (15" W) D=4.0 CBMH-207 STA: 3+13 RE=922.14 IE=917.49 (15" N) IE=917.49 (15" E) IE=917.49 (15" SE) D=4.7 CB-210 STA: -0+14 RE=934.77 IE=930.77 (15" S) D=4.0 59 LF-15" RCP CL 5 @ 1.00% CBMH-209 268 L F - 1 5 " R C P C L 5 @ 3 . 7 1 % CBMH-207 114 LF- 1 5 " R C P C L 5 @ 2 . 0 0 % CBMH-206 89 LF-15" RCP CL 5 @ 2.00% STMH-202 STA: 4+19 RE=920.00 IE=913.42 (15" N) IE=911.46 (30" W) IE=911.06 (36" E) D=8.9 CBMH-206 STA: 4+24 RE=919.10 IE=915.20 (15" NW) IE=915.20 (15" S) D=6.9 3.0' SUMP=912.20 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 01 ℄-℄STREET 07 ℄-℄STREET 06 ℄-℄ BE G I N S T R E E T C O N S T R U C T I O N ST A 4 + 6 1 EN D S T R E E T C O N S T R U C T I O N ST A 8 + 8 0 CBMH-206 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 9 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 7 8 9 10 11 12 10 11 12 13 14 18171615141211 5 819 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 0 1 CONNEMARA TRAIL AN S T O N A V E CONNEMARA TRAIL ASTER C T NW L NWL NWL NWL NWL NWL NWL NW L ST ST O ST O PO H PO H PO H PO H PO H PO H PO H PO H STMH-5100 STMH-503 CBMH-100A SUMP CBMH-101 CB-102 CBMH-106 STMH-502 STORM STUB 24" IE=923.86 STMH-501 STMH-500 B618 CURB & GUTTER (TYP) END STREET AND SIDEWALK CONSTRUCTION AT STA 21+28 INSTALL (4) TYPE III BARRICADES 5' CONC SIDEWALK 1' INSIDE ROW (TYP) 4" PERF PE DRAINTILE (TYP) MIN 25' EACH DIRECTION AT LP ADJUST MH CASTING (TYP) ADJUST GV (TYP) 10 0 ' RO W 52 ' F- F PED RAMP (TYP) BEGIN STREET AND SIDEWALK CONSTRUCTION. MATCH EX CONNEMARA STREET, SIDEWALK, AND TRAIL. 8' BITUMINOUS TRAIL 1' INSIDE ROW (TYP) 12 ' 14 ' 14 ' 12 ' CONC VALLEY GUTTER 4" SOLID WHITE LATEX LINE CONNEMARA TRAIL 895 900 905 910 915 920 925 930 935 940 945 895 900 905 910 915 920 925 930 935 940 945 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50 1.00% 1.00%1.00% 1.00% -2.00% -1.00% PV I S T A = 2 9 + 1 4 . 2 0 PV I E L E V = 9 3 2 . 4 0 PVI STA = 15+90.93 PVI ELEV = 940.87 PV T = 1 5 + 4 3 . 7 2 EL E V = 9 4 0 . 4 0 L.P ELEV = 936.90 L.P. STA = 19+62.50 PVI STA = 19+00.00 PVI ELEV = 935.96 A.D. = 4.00% K = 62.50 250.00' VC PVC = 17+75.00 ELEV = 939.71 PVT = 20+25.00 ELEV = 937.21 L.P ELEV = 930.64 L.P. STA = 27+00.00 PVI STA = 27+00.00 PVI ELEV = 930.26 A.D. = 2.00% K = 75.00 150.00' VC PVC = 26+25.00 ELEV = 931.01 PVT = 27+75.00 ELEV = 931.01 L.P ELEV = 933.51 L.P. STA = 23+75.00 PVI STA = 23+00.00 PVI ELEV = 934.26 A.D. = 1.00% K = 150.00 150.00' VC PVC = 22+25.00 ELEV = 935.76 PVT = 23+75.00 ELEV = 933.51 H.P ELEV = 941.40 H.P. STA = 16+62.50 PVI STA = 17+00.00 PVI ELEV = 941.96 A.D. = -4.00% K = 37.50 150.00' VC PVC = 16+25.00 ELEV = 941.21 PVT = 17+75.00 ELEV = 939.71 H.P ELEV = 937.56 H.P. STA = 20+85.00 PVI STA = 21+10.00 PVI ELEV = 938.06 A.D. = -3.00% K = 50.00 150.00' VC PVC = 20+35.00 ELEV = 937.31 PVT = 21+85.00 ELEV = 936.56 CBMH-106 STA: 20+70 RE=936.87 IE=925.71 (30" N) IE=923.69 (24" E) IE=922.89 (36" W) D=14.0 CBMH-103 STA: 16+41 RE=940.67 IE=934.43 (15" N) IE=934.43 (15" E) D=6.2 213 LF-15" RCP CL 5 @ 0.50% CBMH-100A SUMP STA: 18+54 RE=937.17 IE=933.37 (15" W) IE=922.38 (36" E) IE=912.22 (42" S) D=27.9 3.0' SUMP=909.22 108 LF-36" RCP CL 3 @ 0.26% CBMH-101 108 LF-36" RCP CL 3 @ 0.22% FUT 102 LF-24" RCP CL 3 @ 0.22% FUT CBMH-106A STA: 22+50 RE=934.61 IE=924.09 (24" E) IE=924.09 (24" W) D=10.5 FUT 150 LF-24" RCP CL 3 @ 0.22%FUT 300 LF-24" RCP CL 3 @ 0.22% PROVIDE KNOCKOUT FOR 54" RCP AND BLUKHEAD (E) 166 LF-54" RCP CL 5 @ 0.15%400 LF-54" RCP CL 5 @ 0.15% 390 LF-54" RCP CL 5 @ 0.15%375 LF-54" RCP CL 5 @ 0.15% STMH-503 STA: 17+10 RE=941.05 IE=910.70 (15" S) IE=897.49 (54" W) IE=897.49 (54" E) D=43.6 STMH-502 STA: 21+10 RE=937.45 IE=896.89 (54" W) IE=896.89 (54" E) D=40.6 STMH-501 STA: 25+00 RE=932.21 IE=896.30 (54" W) IE=896.30 (54" E) D=35.9 STMH-500 STA: 28+75 RE=931.96 IE=895.74 (54" W) IE=895.74 (54" E) D=36.2 EX EX STMH-5100 STA: 15+44 RE=940.37 IE=897.74 (54" W) IE=897.74 (54" E) D=42.6 94 0 . 0 9 94 0 . 4 6 94 0 . 9 6 94 1 . 3 8 94 1 . 2 1 94 0 . 3 8 93 9 . 0 1 93 7 . 9 1 93 7 . 2 1 93 6 . 9 1 93 7 . 0 1 93 7 . 4 4 93 7 . 5 4 93 7 . 1 4 93 6 . 2 6 93 5 . 2 8 93 4 . 4 5 93 3 . 7 8 93 3 . 2 6 93 2 . 7 6 93 2 . 2 6 93 1 . 7 6 93 1 . 2 6 93 0 . 8 0 93 0 . 6 4 93 0 . 8 0 93 1 . 2 6 93 1 . 7 6 93 2 . 2 6 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) STREET 01 ℄-℄ CBMH-101 STA: 19+63 RE=936.23 IE=931.71 (15" N) IE=922.66 (36" E) IE=922.66 (36" W) D=13.6 52 LF-15" RCP CL 5 @ 1.00% CB-102 STA: 19+63 RE=936.23 IE=932.23 (15" S) D=4.0 FUT CBMH-107 STA: 24+00 RE=932.59 IE=928.07 (15" N) IE=924.42 (24" E) IE=924.42 (24" W) D=8.2 FUT 52 LF-15" RCP CL 5 @ 1.00% FUT CBMH-108 STA: 24+00 RE=932.59 IE=928.59 (15" S) D=4.0 FUT CBMH-109 STA: 27+00 RE=929.97 IE=925.48 (18" N) IE=925.08 (24" W) D=4.9 FUT 52 LF-18" RCP CL 5 @ 0.40% FUT 98 LF-15" RCP CL 5 @ 3.60% FUT CBMH-110 STA: 27+00 RE=929.97 IE=925.89 (15" W) IE=925.89 (15" NE) IE=925.69 (18" S) D=4.3 FUT CBMH-110A STA: 26+92 RE=929.97 IE=925.97 (15" E) D=4.0 FUT 8 LF-15" RCP CL 5 @ 1.00% 78 LF-24" RCP CL 3 @ 0.22% IE=923.86 (24") BE G I N S T R E E T C O N S T R U C T I O N ST A 1 5 + 9 1 EN D S T R E E T C O N S T R U C T I O N ST A 2 1 + 2 8 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 10 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STREET AND STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 4 5 6 7 8 9 10 3 4 5 17 18 19 7 8 9 CO N N E M A R A T R A I L RE G I O N A L B A S I N 3 0 7 3 PR I O R T O F U T U R E C O M M . D E V . NW L 91 2 . 0 EO F 92 2 . 0 10 0 Y R H W L 92 1 . 2 NU R P C E L L BO T 90 2 . 0 NW L 91 2 . 0 WE T V O L 4. 7 1 A F RE G I O N A L B A S I N 3 0 7 3 PO S T F U T U R E C O M M . D E V . 10 0 Y R H W L 92 1 . 9 10 D A Y H W L 92 2 . 3 NWL NWL NWLNWL NW L NW L N W L N W L N W L NW L NWL NWL NWL NWL NWL NWL NWLNWLNWL STO STO STMH-503 STORM STUB 15" IE=911.20 OCS-1 FES-150 42" FES-100 18.7 CU YD CLASS III RIPRAP IE=912.00 CBMH-100A SUMP 503-150 890 895 900 905 910 915 920 925 930 935 940 945 950 890 895 900 905 910 915 920 925 930 935 940 945 950 0+00 1+00 2+00 3+00 100A-100 900 905 910 915 920 925 930 935 940 945 950 900 905 910 915 920 925 930 935 940 945 950 0+00 1+00 2+00 CBMH-100A SUMP STA: 18+54 RE=937.17 IE=933.37 (15" W) IE=922.38 (36" E) IE=912.22 (42" S) D=27.9 3.0' SUMP=909.22 149 LF-42" RCP CL 3 @ 0.15% FES-100 STA: 18+54 IE=912.00 (42") STMH-503 STA: 0+00 RE=941.05 IE=910.70 (15" S) IE=897.49 (54" W) IE=897.49 (54" E) D=43.6 15" RCP CL 5 IE=934.09 EX FES-150 STA: 1+97 IE=909.50 (15") EX 67 LF-15" RCP CL 5 @ 3.75% OCS-1 STA: 1+30 RE=922.00 IE=912.00 (15" S) IE=912.00 (15" N) D=11.0 1.0' SUMP=911.00 EX 80 LF-15" RCP CL 5 @ 1.00% IE=911.20 (15") 50 LF-15" RCP CL 5 @ 1.00% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 11 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 2 3 4 5 6 8910 1112 7 3 3 ANSTON AVE ST O ST O ST O ST O ST O ST O S SA N SA N SA N SA N SA N SA N S SA N SA N SA N SA N SA N SA N SA N 24 " R C P S A N CB-205A CBMH-205 STORM STUB 15" IE=915.34 CBMH-203 105-103 930 935 940 945 950 930 935 940 945 950 0+00 1+00 2+00 3+00 4+00 4+50 CBMH-103 STA: 3+77 RE=940.67 IE=934.43 (15" N) IE=934.43 (15" E) D=6.2 CB-105 STA: 0+00 RE=943.60 IE=939.60 (15" S) D=4.0 140 LF-15" RCP C L 5 @ 1 . 0 0 % CBMH-104A STA: 1+40 RE=942.10 IE=938.20 (15" N) IE=938.20 (15" S) D=3.9 123 LF - 1 5 " R C P C L 5 @ 2 . 6 0 % CBMH-104 STA: 2+63 RE=938.90 IE=935.00 (15" N) IE=935.00 (15" S) D=3.9 28 LF-15" RCP CL 5 @ 0.50% 86 LF-15" RCP CL 5 @ 0.50% PHASE 3A STUB IE=934.86 (15") 205A-203 910 915 920 925 930 910 915 920 925 930 0+00 1+00 2+00 3+00 3+50 EX CBMH-203 STA: 3+00 RE=918.20 IE=914.89 (15" N) IE=912.05 (30" W) IE=912.05 (30" E) D=6.2 CB-205A STA: 0+00 RE=923.20 IE=919.20 (15" S) D=4.0 131 LF- 1 5 " R C P C L 5 @ 2 . 0 0 % CBMH-205 STA: 1+31 RE=920.10 IE=916.57 (15" N) IE=916.57 (15" S) D=3.5 124 LF-15" RCP C L 5 @ 1 . 0 0 % IE=915.34 (15") EX 45 LF-15" RCP CL 5 @ 1.00% 6 1 1 2 3 6A 6 4 NWL N W L NW L BOT NWL WET VOL STO STO SSANSANSANSANSANSAN SAN SANSSANSANSANSANSANSANSANSAN FES-200 STMH-201 STORM STUB 36" IE=910.76 STMH-202 STORM STUB 30" IE=911.63 3 4 5 6 7 8 5 5 16 17 18 7 8 CO N N E M A R A T R A I L ST STO XXXXXXX POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH CB-105 CBMH-104A CBMH-104 STORM STUB 15" IE=934.86 CBMH-103 203-200 900 905 910 915 920 925 900 905 910 915 920 925 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STMH-202 STA: 2+03 RE=920.00 IE=913.42 (15" N) IE=911.46 (30" W) IE=911.06 (36" E) D=8.9 EX CBMH-203 STA: 0+00 RE=918.20 IE=914.89 (15" N) IE=912.05 (30" W) IE=912.05 (30" E) D=6.2 EX 143 LF-30" RCP CL 3 @ 0.29% IE=911.63 (30") 59 LF-30" RCP CL 3 @ 0.29% 150 LF-36" RCP CL 3 @ 0.20% FUT STMH-201 STA: 4+14 RE=920.00 IE=915.14 (24" S) IE=910.64 (36" W) IE=910.24 (42" N) D=9.8 FUT 88 LF-42" RCP CL 3 @ 0.19% FES-200 STA: 5+02 IE=910.08 (42") IE=910.76 (36") FUT 61 LF-36" RCP CL 3 @ 0.20% SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S T 0 1 . D W G 20 12 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION STORM SEWER CONSTRUCTION PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 50' 10' OR 5' 0'50'100'150' . . . . . . . . . . LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. 4.ALL CB, CBMH, AND STMH WITHIN 10' OF HORIZONTAL DISTANCE TO WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT AND SHALL UTILIZE WATER STOP GROUTING RINGS. 5.COORDINATE WEAR COURSE PLACEMENT WITH CITY STAFF TO DETERMINE TIMING WITH RELATION TO BASE COURSE PLACEMENT. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN EXISTING PROPOSED (3A) WAT S DT FUTURE OVERALL UTILITY LEGEND PROPOSED (3B) SANITARY SEWER STORM SEWER DRAINTILE WATERMAIN PHASING LIMITS 21 0 2. 0 0 % 93 7 . 5 6 2.9% 2.9% 1. 5 % 2.0%2.0% 2 . 0 % 0.5% 1. 5 % 0.0% 8. 1 % 7. 0 % 2.0% 2.0% 0. 0 % 0. 0 % 7.6% 7.6%0.0% 1. 5 % 0.0% 1. 5 % 1.4% 1.4 % 1. 5 % 1 . 5 % 937.46 937.46 936.87 936.86 937.12 937.42 937.34 937.42 937.59 937.07 1. 9 % CB-114 RE=937.22 CBMH-113 RE=937.22 937.38937.39 2. 0 % 2. 0 % 9. 0 ' 4. 0 ' 9.0'4.0' 937.45 937.45 937.38 938.08 938.08 938.18 938.18 938.07 938.14 938.14 938.07 938.05 938.12 1.00% HP 20+85.00 ELEV 937.56 937.54 936.99 936.96 938.06 938.18938.15 938.03 7. 2 % 7. 2 % 0.5% 1. 5 % 1. 5 % 0.5% 0.5% CBMH-106 RE=936.87 STMH-502 RE=937.45 0.6% 0.5% CONNEMARA TRAIL AN S T O N A V E 1 1 2 3 11 S 1. 2 6 % 94 0 . 0 8 94 1 . 3 4 939.57 15.0' AN S T O N A V E 939.62939.62 940.63 940.63 940.68 940.68 940.35940.35 939.98 939.98 939.93 939.88 939.57 940.99 940.94 940.46 2.0%2.0% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2.0%2.0% 0.7% 939.74 939.70939.99 940.25 940.78 940.85 0.6 % 1. 8 % 1.1% 1.1% 2. 7 % 0. 6 % 0.8 % 2 . 8 % 2.8% 7.5% 8.2% 1. 0 % 1. 0 % 2.0%2.0% 1. 1 % 2. 0 % 2. 0 % 0.0% 0.0% 2.0% 2.0% 0. 7 % 2.4% 2.7% 2. 0 % 1. 3 % 1. 3 % 2.8% 1.4% 2.4% 1.1% 1. 3 % 1. 3 % 1. 3 % 1. 3 % 939.78 939.81 940.29 940.19 940.10 940.20 940.20 940.23 940.33 941.42 941.32 941.32 941.42 2.0% 1. 3 % CB-117 RE=940.59 CBMH-116 RE=940.59 STMH-115 RE=939.94CBMH-115A RE=940.54 CB-115B RE=940.54 0.1% 2. 0 % 2. 0 % 2. 3 % 2. 9 % 2.0% 940.89 940.90 941.29941.39 4.0' ALLERTON WAY SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - I N 0 1 . D W G 20 13 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY TALAMORE 3RD ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'10'20'30' 1" = 10' 10' 2' or 1' . . . . . . . . . .PROJECT NUMBER: 0033415.02 LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 17 5 936.16 1.0 0 % 9 3 6 .2 3 935.11 936.31 936.62 935.53 935.11935.73 935.83 935.34 935.44 935.62 935.67 936.28936.23 936.38 936.33 3.0 % 1 . 1 % 1. 1 % 1.1% 935.84 935.53 936.31 7. 2 % 7. 2 % 2. 0 % 2. 0 % 1.0% 1.1% 1.1% 935.41 2. 0 % 2. 0 % 2.0% 0. 9 % 2.0% 2.0%2.0% 2 . 0 % 2. 0 % 2.8% 2 . 0 % 2. 0 % CB-255 RE=935.64 AN S T O N A V E UPPER 141ST ST E 8 0 1.00% LP 8+15.00 ELEV 935.23 935.26 2. 0 0 % 93 5 . 2 7 2. 0 % 2. 0 % 2.0% 2.0% 2 . 3 % 3.0% 934.16 934.99 935.30 935.55 935.24 934.27 934.58 934.47 935.24934.99 2. 0 % 2. 0 % 2.6 % 2 . 7 % CB-210 RE=934.77 CBMH-211 RE=935.14 CBMH-209 RE=933.91 935.37 935.38 935.69 UPPER 141ST ST E AL L I U M C T SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - I N 0 1 . D W G 20 14 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY TALAMORE 3RD ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'10'20'30' 1" = 10' 10' 2' or 1' . . . . . . . . . .PROJECT NUMBER: 0033415.02 LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 17 0 17 18 9 3 7.4 1 93 8 . 5 9 2.0 0% 937. 8 8 CBMH-127 RE=937.10 CBMH-128 RE=937.79 CB-129 RE=937.79 0. 1 % 0. 1 % 2.0% 2.0% 3 . 4 % 3.4 % 1. 8 % 2. 0 % 2.0 % 1.8% 4.5% 1.3 % 1.4 % 2.0 % 2. 0 % 937.30 937.86 938.84 938.29 938.63 938.50 938.42 938.23 938.13 938.23 938.01 937.91 938.58 938.58938.48 1.4 % 2. 0 % 2.0% 937.61 938.17 2.3% 938.57 938.47 2. 0 % AL L E R T O N W A Y UPPER 144TH CT E938.16 3.2 % SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - I N 0 1 . D W G 20 15 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY TALAMORE 3RD ADDITION INTERSECTION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'10'20'30' 1" = 10' 10' 2' or 1' . . . . . . . . . .PROJECT NUMBER: 0033415.02 LEGEND 1.RADIUS TO BE B618 CURB & GUTTER WITH 10' TRANSITIONS FROM SURMOUNTABLE CURB & GUTTER. 2.ALL RCP SHALL BE CLASS V, UNLESS OTHERWISE NOTED. 3.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS SHOWN ON THE PROFILES REFLECT THE SUMPED ELEVATIONS. GENERAL NOTES EXISTING PROPOSED GUTTER ELEVATION900.00 900.00 SAN SAN SAN SAN 36" RCP S A N 27" RCP SAN 24" RCP SAN 24" RCP SAN WAT SAN 143RD ST EAST MH ST S CS S ST S S S S S X X X X X X X X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H PO H ST O ST O ST O ST O ST O S T O S T O SA N SA N SANSTO STO STO S A N S A N SAN SAN S S SSANSANSANSANSANSANSANSANSANSAN 4 2 3 4 5 6 7 1 2 3 4 5 6 1 2 3 4 5 6 8 9 10 11 12 13 123451 2 3 4 5 6 1 2 3 4 8 7 6 54 3 1 2 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 181716151413121110987654321 16151413121110987 654321 OUTLOT C 1A 2 3 4 4A 5A 5 FUTURE CITY PARK 5 6 7A7A 8A 819 17 7 17 1 2 3 6A 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 0 1 2 0 1 2 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 1 2 3 4 5 0 1 2 3 4 5 6 7 8 9 8 9 10 11 12 13 14 15 16 2 3 4 5 6 7 8 9 10 11 12 130 1 2 0 1 2 3 4 5 0 1 2 3 0 1 2 CONNEMARA TRAIL AN S T O N A V E CONNEMARA TRAIL AN S T O N A V E ALLERTON WAY ALLERTON WAY UPPER 144TH CT E UPPER 143RD ST E UPPER 141 S T S T E UPPER 141ST ST E AC O R N A V E AL L I U M C T AR B O R V I T A E C I R AS T E R C T NWL NW L NW L NWL N W L N W L NW L NW L NWL NWL NWL NWL NWL NW L NW L NWL NWL NWL NW L N W L N W L POND 2.1P NWL 914.5 EOF PIPE 920.5 EOF 921.6 100YR HWL 920.5 10DAY HWL 920.7 POND 2P NWL 910.5 EOF PIPE 916.0 EOF RIPRAP 917.0 100YR HWL 916.0 10DAY HWL 916.3 INFILT. BASIN BOT 910.5 AREA 0.62 AC NURP CELL BOT 902.0 NWL 910.5 WET VOL 2.26 AFINFILT. BASIN BOT 914.5 AREA 0.55 AC NURP CELL BOT 906.0 NWL 914.5 WET VOL 1.80 AF ST ST ST ST ST ST O ST O ST O ST O ST O ST O ST O STO ST O ST O STO S T O ST O ST O ST O ST O ST O STOSTO STOSTO S T O STO STO STO STOSTOSTOSTOSTO S T O STO STO STO STO ST O ST O ST O ST O STO STO STO STO STO S S SS S S S S S S S S SS S S S S S S S Allium Ct Upper 141st St E 30"x30" R1-1 EXISTING STREET LIGHT (TYP.) PROPOSED STREET LIGHT (TYP.) Anston Ave Upper 141st St E 30"x30" R1-1 Anston Ave Connemara Trail 30"x30" R1-1 Anston Ave Allerton Way 30"x30" R1-1 30"x30" R1-1 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - S S 0 1 . D W G 20 16 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION SIGNAGE AND LIGHTING PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 100' 20' OR 10' 0'100'200'300' 1" = 100' . . . . . . . . . . STRIPING & SIGNAGE LEGEND SIGN (SINGLE POST) EXISTING PROPOSED CROSSWALK STRIPING LIGHT POLE SIGN (DOUBLE POST) SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 17 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . *MODIFIED FOR MULTIFAMILY UNITS ' VARIES SEE PLAN ' PR O P E R T Y L I N E SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 18 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 19 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CP# 202X-XX N: \ 0 0 3 3 4 1 5 . 0 2 \ D W G \ C I V I L \ U T I L I T Y \ 0 0 3 3 4 1 5 . 0 2 - D T 0 1 . D W G 20 20 PROJECT NUMBER: 0033415.02 ROSEMOUNT, MINNESOTA 02/03/23 CTY JHB CTY © 2 0 2 3 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE 3RD ADDITION DETAILS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA 55446 TA L A M O R E 3 R D A D D I T I O N 02/03/23 4335802/03/23 JOHN BENDER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . 2% 50' R/W 12' SHOULDER 1' 1:1 1/2 : 1 2% 50' R/W 12' SHOULDER 1' 1: 1 1 / 2 : 1 100' R/W B618 CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS CL CONNEMARA TRAIL (BY OTHERS) 8' BOULEVARD 5' CONC WALK 1' 1.5% SLOPE 14' DRIVE LANE 14' DRIVE LANE 8' BOULEVARD 8' BIT PATH 1' 1.5 % SLOPE4% SLOPE 4% SLOPE 1:4 MAX1:4 MAX 2% 30' R/W 16'10' DRAINAGE & UTILITY EASEMENT 1' 1:1 1/2 : 1 2% 30' R/W 16'10' DRAINAGE & UTILITY EASEMENT 1' 1: 1 1 / 2 : 1 60' R/W 8' WIDE EROSION CONTROL BLANKET & SEED (TYP.) SURMOUNTABLE CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS AND SIDEWALK LOCATION 2 % SLOPE2% SLOPE CL 32' F-F TYPICAL STREET SECTION 14' BOULEVARD 8' BOULEVARD 5' SIDEWALK 1' 2% SLOPE CONNEMARA TRAIL (BY OTHERS) 2" MnDOT TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)(SPWEB240C)(2360) 2" MnDOT TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C)(SPNWB230C)(2360) 6" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR BORROW - AS DIRECTED BY GEOTECHNICAL ENGINEER; GEOTEXTILE FABRIC TYPE 5 MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)(SPWEB240C)(2360) MnDOT SPEC. 2357 BITUMINOUS TACK COAT PRIVATE STREET - PAVEMENT DESIGN 2" MnDOT TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C)(2360) 2" MnDOT TYPE SP 12.5 NON-WEARING COURSE MIXTURE (SPNWB230C)(2360) 6" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE, 100% CRUSHED 12" SELECT GRANULAR BORROW - AS DIRECTED BY GEOTECHNICAL ENGINEER; GEOTEXTILE FABRIC TYPE 5 MnDOT SPEC. 2357 BITUMINOUS TACK COAT COMPACTED SUBGRADE (100% STANDARD PROCTOR) PUBLIC STREET - PAVEMENT DESIGN 2" MnDOT TYPE SP 12.5 WEARING COURSE MIXTURE (2,C)(SPWEB240C)(2360) 2" MnDOT TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C)(SPNWB230C)(2360) 8" MnDOT SPEC. 3138 CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR BORROW - AS DIRECTED BY GEOTECHNICAL ENGINEER; GEOTEXTILE FABRIC TYPE 5 MnDOT SPEC. 2357 BITUMINOUS TACK COAT 1: 1 1 / 2 : 1 2% 1:1 1/2 : 1 8' WIDE EROSION CONTROL BLANKET & SEED (TYP.) SURMOUNTABLE CURB & GUTTER (TYP.) REFER TO PLAN SHEET FOR DIMENSIONS 2% SLOPE 2% SLOPE TYPICAL PRIVATE STREET 2% SLOPE TIPOUT CURB 2% CL 12' 1' 12' 1' GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G GG G G GG G G G G G G G G G G G G G G G G G G G G G G G G GGGGG S S S S ST GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G GG G G GG G G G G G G G G G G G G G G G G G G G G G G G G GGGGG X X X X X X X SAN SAN SAN S WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 876543 21 1 2 3 4 5 6 10 11 12 13 14 15 123456 7 8 9 10 11 1 2 3 4 8 7 6 54 3 1 2 3 4 5 6 1 2 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 11 12 13 14 15 16 17 18 19 20 21 22 CONNEMARA TRAIL ST R E E T 0 1 CONNEMARA TRAIL ST R E E T 0 1 ST R E E T 0 1 ST R E E T 0 1 STREET 02 STREET 02 S T R E E T 0 2 STREET 03 STREET 03 PRVT 01 STREET 04 STREET 04 STREET 05143RD ST E STREET 06 STREET 06 STREET 06A ST R E E T 0 7 ST R E E T 0 8 1 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 151617181920 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 171819202122232425262728293031323334 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1514131211109876654321 17 OUTLOT A OUTLOT B OUTLOT C OUTLOT D 1A 1A 2A 2A 3A 1 4 4A 4A 5A 5 3 3 2 10A 6 7 12 1 PR V T 0 2 PRVT 03 FUTURE CITY PARK 2 21 10A 9A 6A6A 7A 7A 35 35 8A 16 7 8 9 3A 4 115,654 sf SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 3 3 4 1 5 . 0 0 \ D W G \ C I V I L \ F I N A L \ L A N D S C A P E \ 0 0 3 3 4 1 5 S - F L P 0 1 . D W G 8 2 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 05/13/2022 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE OVERALL LANDSCAPE PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 05/13/2022 5377405/13/2022 NICHOLAS T. MEYER LENNAR CORPORATION Common Ground Alliance Call 48 Hours before digging: 811 or call811.com #### ### OR ### . . . . . . . . . . 0'150'300'450' 1" = 150' 2.5" BB AS SHOWNFrontyard Linden / Tilia americana 'Frontyard' COMMON/BOTANICAL NAME SIZE SPACING O.C. 2.5" BB AS SHOWN MATURE SIZE H 60'-80 W 40'-60' QTY.CODE VFE AS SHOWN H 50'-60' W 40'-50'WHO 2.5" BB AS SHOWN H 40'-50' W 35'-40'33SGM 2.5" BB AS SHOWN H 50'-70' W 40'-50'REO White Oak / Quercus alba Red Oak / Quercus rubra Redmond Linden / Tilia americana 'Redmond' Valley Forge Elm / Ulmus americana 'Valley Forge' North Woods Maple / Acer rubrum 'Northwoods' Sienna Glen Maple / Acer x freemanii 'Sienna' NWM REL H 40'-60' W 30' H 50' W 35'2.5" BB 2.5" BB 2.5" BB AS SHOWN AS SHOWN OVERSTORY TREES 2.5" BB AS SHOWN H 50' W 30'-35'SKH Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole' 2.5" BB AS SHOWN H 50' W 40'KEC Kentucky Decaf Coffeetree / Gymnocladus dioica 'McKBranched' 2.5" BB AS SHOWN H 50' W 30'AGG Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold' 2.5" BB AS SHOWN H 50'-75' W 50'HAK Hackberry / Celtis occidentalis H 60'-70' W 30'-40'FYL 2.5" BB AS SHOWN H 45' W 35'RSM Red Sunset Maple / Acer rubrum 'Franksred' 300 NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 2.5" BB AS SHOWN H 50'-60' W 60'-80'SWO Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN H 40'-70' W 20'-50'CAT 6' HT., BB AS SHOWN AS SHOWN6' HT., BB H 35'-45' W 20'-25' H 50'-70' W 25'-30' BHS NOS AS SHOWN6' HT., BB H 50'-80' W 25'-40'WHP Black Hills Spruce / Picea glauca densata Norway Spruce / Picea abies White Pine / Pinus strobus SDC Snow Drift Crab / Malus 'Snowdrift'2" BB AS SHOWN H 15-'20' W 15'-20' ORNAMENTAL TREES EVERGREEN TREES 6' HT., BB AS SHOWN H 40'-60' W 15'-30'COS Colorado Spruce / Picea pungens 13 10 21 23 6 AS SHOWN6' HT., BB H 60'-80' W 25'-30'POP Ponderosa Pine / Pinus ponderosa10 6 102 6' HT., BB AS SHOWN H 40'-50' W 15'-30'CCF Concolor Fir / Abies concolor25 Northern Catalpa / Catalpa speciosa 2.5" BB AS SHOWN H 50'-75' W 50'RVB River Birch / Betula nigra 14 5 19 20 17 27 34 8 26 23 15 17 5 7 OVERSTORY PLANT SCHEDULE SINGLE FAMILY RESIDENTIAL REQUIREMENTS: 139 TREES * 1 DECIDUOUS OVERSTORY TREES PER UNIT/FRONTAGE (139 PROPOSED SINGLE FAMILY LOTS) MULTI-FAMILY RESIDENTIAL REQUIREMENTS: 90 TREES *1 DECIDUOUS OVERSTORY TREES PER UNIT/FRONTAGE (90 PROPOSED MULTI-FAMILY LOTS) CONNEMARA TRAIL SCREENING REQUIREMENTS: D. WHEN DOUBLE FRONTAGE OR REVERSE FRONTAGE LOTS ARE INCORPORATED IN A PLAT, A PLANTING SCREEN EASEMENT OF AT LEAST TEN FEET (10') IN WIDTH MAY BE REQUIRED ALONG THE LINE OF LOTS ABUTTING A COLLECTOR STREET, MINOR OR PRINCIPAL ARTERIAL HIGHWAYS. 1.STREET TREE LOCATIONS AND SPACING TO CHANGE BASED ON CONSTRUCTED DRIVEWAY AND UTILITY LOCATIONS 2.TREES INSTALLED AT FRONT OF INDIVIDUAL LOTS SHALL BE PLANTED 4' FROM BOC IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER& WATER CONNECTIONS 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA TOTAL LANDSCAPING PROVIDED: 408 TREES * STREET TREES: 261 TREES * BUFFER DECIDUOUS TREES: 39 TREES * BUFFER EVERGREEN TREES: 102 TREES * BUFFER ORNAMENTAL TREES: 6 TREES OVERALL LANDSCAPE REQUIREMENTS OVERALL LANDSCAPE PROVISIONS NATIVE SEEDING LEGEND DENOTES STORMWATER NATIVE SEED MIX (33-261) TOTAL AREA (2.5 AC) MESIC PRAIRIE GENERAL SEED MIX (35-241) TOTAL AREA (2.7 AC) DENOTES WET MEADOW S & W SEED MIX (34-271) TOTAL AREA (2.7 AC) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE NOTES SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CONSTRUCTION PLANS * ALL DISTURBED AREAS OFF SITE TO BE SEEDED WITH MnDot GENERAL ROADSIDE SEEDING MIX (25-141) 2.5" BB AS SHOWN H 70' W 40'-50'ACE Accolade Elm / Ulmus japonica x wilsoniana 'Morton'16 2.5" BB AS SHOWN H 30'-50' W 40'-50'YEW American Yellowood / Cladrastis kentukea6 Fall Fiesta Maple / Acer saccharum 'Bailsta'FFM H 40'-80' W 30'-60'2.5" BB AS SHOWN8 OVERSTORY DECIDUOUS STREET TREES SMALL OVERSTORY TREES BUFFER EVERGREEN TREES DECIDUOUS BUFFER TREES PLANT SYMBOL LEGEND FUTURE DECIDUOUS TREES (BY BUILDER) GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G ST GGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X 54 1 2 3 4 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 12 5 6 7 8 9 10 1 2 3 4 5 6 11 12 13 14 15 16 17 18 CONNEMARA TRAIL ST R E E T 0 1 CONNEMARA TRAIL ST R E E T 0 1 STREET 02 STREET 02 STREET 03 STREET 03 PRVT 01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 151617181920 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 171819202122232425262728293031323334 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1514131211109876654321 17 OUTLOT C 5 3 10A 6 7 PR V T 0 2 PRVT 03 FUTURE CITY PARK 2 21 10A 9A 7A 7A 35 35 8A 16 5 VFE 6 REO 5 SKH 6 VFE 6 FYL 6 ACE 5 RSM 6 SWO 6 ACE 6 RSM 1 NWM 1 HAK 2 NWM 3 NWM 2 NWM 4 REO 4 REL 4 REL 3 REL 1 NWM 1 HAK 2 NWM 3 COS 5 CCF 5 WHP 5 BHS 3 COS 3 CCF 3 CCF 3 COS 5 COS 5 CCF 5 WHP 5 BHS 5 COS 2 CCF 5 WHP 1 KEC 2 RVB 2 AGG 2 FFM 1 RVB 1 ACE 2 KEC 1 RVB 2 AGG 1 FFM 1 RVB 1 ACE 1 RVB 4 COS 3 CCF 3 WHP 3 NOS 3 POP 3 POP 4 NOS 4 POP 3 BHS 2 CCF 2 ACE 1 RVB 2 CAT 1 KEC 1 AGG2 FFM 1 CAT 1 FFM 1 ACE 3 NOS 2 AGG 2 CAT 1 AGG 2 FFM 3 SDC 3 SDC 1 KEC 2 CCF 1 ACE 3 WHP 2 HAK 2 REL 2 NWM 2 REL 2 REL 1 REL 3 NWM 4 REL 9 HAK 4 NWM 1 NWM 2 NWM 2 HAK 1 NWM 1 NWM 2 REL 2 REL 2 NWM SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 3 3 4 1 5 . 0 0 \ D W G \ C I V I L \ F I N A L \ L A N D S C A P E \ 0 0 3 3 4 1 5 S - F L P 0 1 . D W G 8 4 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 05/13/2022 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE LANDSCAPE PLAN 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 05/13/2022 5377405/13/2022 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . 0'50'100'150' 1" = 50' G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G S S S S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG GG GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G G X X X X X X X X X X SAN SAN SAN SAN SAN SAN SAN WAT 11 12 13 87654 3 2 1 4 5 6 10 11 12 9 10 11 1 2 3 4 8 7 6 54 3 1 2 3 4 5 6 1 2 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 14 15 16 17 18 19 20 21 22 ST R E E T 0 1 ST R E E T 0 1 S T R E E T 0 2 STREET 04 STREET 04 STREET 05 ST R E E T 0 8 1 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OUTLOT A OUTLOT B OUTLOT C 1 4 4A 5A 5 3 2 6 FUTURE CITY PARK 2 21 6A6A 7 8 9 3A 4 115,654 sf 6 SGM 6 VFE 5 REO 5 SKH 5 VFE 6 REO 6 RSM 5 SWO 4 ACE 4 WHO 6 FYL 5 SGM 5 WHO 6 FYL 7 SGM 6 RSM 6 SWO 6 ACE 5 RSM 1 HAK 2 NWM 4 COS 3 CCF 3 WHP 2 CAT 1 AGG 2 FFM 1 ACE 2 HAK 2 REL 1 REL 3 NWM SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 3 3 4 1 5 . 0 0 \ D W G \ C I V I L \ F I N A L \ L A N D S C A P E \ 0 0 3 3 4 1 5 S - F L P 0 1 . D W G 8 5 PROJECT NUMBER: 0033415.00 ROSEMOUNT, MINNESOTA 05/13/2022 . . . © 2 0 1 9 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . TALAMORE LANDSCAPE PLAN 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MINNESOTA TA L A M O R E 05/13/2022 5377405/13/2022 NICHOLAS T. MEYER LENNAR CORPORATION CONSTRUCTION PLANS Common Ground Alliance Call 48 Hours before digging: 811 or call811.com ### ### OR ## . . . . . . . . . . 0'50'100'150' 1" = 50' K:\019324-000\Admin\Docs\2023.03.14 Final Plat CDs\2023_03_14 - Talamore 3rd Addition Final Plat Submittal Review Memo.docx Memorandum To: Anthony Nemcek, Senior Planner From: Jeff Pearson, PE Date: March 14, 2023 Re: Talamore 3rd Addition Final Plat and Construction Plan Submittal Review WSB File Number 019324-000 SUBMITTAL: Lennar Corporation has submitted construction plans for the development of Talamore 3rd Addition which lies north of County Road 42, east of Emerald Isle 3rd Addition and south and west of Flint Hills Resources Pine Bend LLC property. The plans submitted were prepared by Westwood Professional Services. Review comments were generated from Construction Plan submittal, dated 02.15.2023. The submittal included the following: ▪ Final Plat ▪ Construction Plans o Sanitary Sewer o Watermain o Storm Sewer o Streets o Details o Signing and Lighting FINAL PLAT Talamore 3rd Addition consists of 50 single family lots, 34 townhouse lots, Connemara Trail a major collector street, 5 local residential street segments, and 1 Outlot. The Outlot will have the following uses. Outlot A – Future lot development area. Comment: North Arrow direction and plat layout are inconsistent. Adjust north arrow direction. CONSTRUCTION PLAN SUBMITTAL AND OUTSTANDING COMMENTS The construction plans received on March 10, 2023 appear consistent with the preliminary plat engineering and stormwater design. Final plan review and comments will be completed prior to construction approval. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: March 13, 2023 Subject: Talamore 3rd Addition The Parks and Recreation Department recently reviewed the plans for the Talamore 3rd addition final plat. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication for the 3rd addition will be a cash in-lieu of land payment in the amount of $263,500 (49 units x $3,400 and 34 units x $2,850). Please let me know if you have any questions about this memo.