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HomeMy WebLinkAboutItem 06.e1 October 2015 PHEASANT RUN OF LAKEVILLE FINAL PLAT 5 OCTOBER 2015 CITY COUNCIL MEETING Item No. Proposed Action Staff recommends adoption of the following motion: Move to approve a resolution approving the Pheasant Run of Lakeville final plat. Approval of this motion will allow the first phase development of 51 single family lots within the Pheasant Run of Lakeville preliminary plat of 193 single family lots. Overview KJ Walk, Inc. has submitted a final plat application for 51 single family lots and six outlots to be known as Pheasant Run of Lakeville. The property is located east of Pilot Knob Road (CSAH 31) and north of the city boundary with Farmington. The Pheasant Run of Lakeville final plat is consistent with the preliminary plat approved by the City Council on 1 June 2015. Primary Issue to Consider Why are there joint powers agreements with the Metropolitan Council, Dakota County, and the City of Farmington associated with this development? The property is bisected by a trunk sanitary sewer line which conveys sewer from Farmington to the MCES Farmington Interceptor north of the plat boundary. The line must be replaced to follow the street design of Pheasant Run, necessitating a joint powers agreement with the Metropolitan Council and the City of Farmington. A joint powers agreement with Dakota County is also required for the construction of 179th Street (a future county road) within the plat boundary. Memos regarding each of these agreements are included with separate items on the City Council agenda. Supporting Information Resolution approving the Pheasant Run of Lakeville final plat Signed development contract 4 September 2015 planning report 4 September 2015 engineering report, revised 17 September 2015. Kris Jenson, Associate Planner Financial Impact: $ Budgeted: Y/N Source: Related Documents (CIP, ERP, etc.): Zoning and Subdivision Ordinances Community Values: A Home for All Ages and Stages of Life (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. RESOLUTION APPROVING THE FINAL PLAT OF PHEASANT RUN OF LAKEVILLE WHEREAS, the owner of the property described as PHEASANT RUN OF LAKEVILLE has requested final plat approval; and WHEREAS, the preliminary plat was reviewed by the Planning Commission and the Parks, Recreation and Natural Resources Committee and approved by the City Council; and WHEREAS, the final plat is consistent with the preliminary plat; and WHEREAS, the final plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. PHEASANT RUN OF LAKEVILLE final plat is approved subject to the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the development contract and the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. DATED this 51h day of October 2015 CITY OF LAKEVILLE Matt Little, Mayor ATTEST: Charlene Friedges, City Clerk STATE OF MINNESOTA) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 5"' day of October 2015 as shown by the minutes of said meeting in my possession. Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 0 Charlene Friedges City Clerk (SEAL) (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) PHEASANT R UN OF LAKE VILLE CONTRACT dated , 2015, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation ("City"), and KJ WALK, INC., a Florida corporation (the "Developer") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Pheasant Run of Lakeville (referred to in this Contract as the "plat"). The land is situated in the County of Dakota, State of Minnesota, and is legally described as: The South Half of the Southwest Quarter (S 1/2 SW 1/4) of Section 12, Township 114, Range 20, Dakota County, Minnesota. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the necessary insurance for the Developer and its construction 183379v4 contractors has been received by the City, and 4) the plat has been filed with the Dakota County Recorder or Registrar of Titles' office. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi -phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within five (5) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current metropolitan 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 Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A, B, C, and F the plans may be prepared, subject to the City Engineer's approval, after entering the Contract, but before commencement of any work in the plat. The City Engineer may approve minor amendments to Plan B without City Council approval. The erosion control plan may also be approved by the Dakota County Soil 183379v4 2 and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Tree Preservation Plan Plan D - Plans and Specifications for Public Improvements Plan E - Street Lighting Plan Plan F - Landscape Plan 8. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utility and street construction; and any other ordinances including Section 11-16-7 of the City Code concerning erosion and drainage and Section 4-1-4-2 prohibiting grading, construction activity, and the use of power equipment between the hours of 10 o'clock p.m. and 7 o'clock a.m. The Developer shall submit plans and specifications which have been prepared by a competent registered professional 183379v4 3 engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer's engineer will be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer's engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or its engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans and an electronic file of the "as constructed" plans in an AutoCAD .DWG file or a .DXF file, all prepared in accordance with City standards. In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Dakota County for County Road Access and Work in County Rights -of -Way B. MnDot for State Highway Access C. MnDot for Work in Right -of -Way 183379v4 4 D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering H. City of Lakeville for Building Permits I. MCES for Sanitary Sewer Connections J. City of Lakeville for Retaining Walls 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 31, 2016, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. 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. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Dakota County Soil and Water Conservation District. The City or Dakota County Soil and Water Conservation District may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading 183379v4 5 operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or supplementary instructions received from the City or the Dakota County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan 15. GRADING. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan "B". The plan shall conform to City of Lakeville specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except five (5) model home permits on lots acceptable to the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations and house pads, and all other items listed in City Code Section 10- 3-5.NN. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with house footings placed on fill have been monitored and 183379v4 6 constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of building permits. Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the City to guarantee compliance with the erosion control and grading requirements and the submittal of an as -built certificate of survey. Prior to the release of the required individual lot grading and erosion control security that is submitted with the building permit, an as -built certificate of survey for single family lots must be submitted to verify that the final as -built grades and elevations of the specific lot and all building setbacks are consistent with the approved grading plan for the development, and amendments thereto as approved by the City Engineer, and that all required property monuments are in place. If the final grading, erosion control and as -built survey is not timely completed, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as -built survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. A certified as -built building pad survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. 16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the improvements lying within public easements shall become City property without further notice or action. 18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or 183379v4 7 problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be three percent (3%) of construction costs identified in the Summary of Security Requirements if using a letter of credit, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City's in-house engineering staff or consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates estimated to be seven percent (7%) of the estimated construction cost. 19. STORM SEWER AREA CHARGE. Development of Pheasant Run of Lakeville includes the construction of a public storm sewer system. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basins located within Outlots A, B, C, and within temporary drainage and utility easements within Outlot E. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel, and must be paid at the time of final plat approval. The Trunk Storm Sewer Area Charge for Outlots D and E will be collected at the time those outlots are developed, at the rate in effect at the time of final plat approval. The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots A, B, C, and F, calculated as follows: Gross Area of Pheasant Run of Lakeville Less Area of Outlot A (Stormwater Management Basin) Less Area of Outlot B (Stormwater Management Basin) Less Area of Outlot C (Stormwater Management Basin) Less Area of Outlot D (Future Development) Less Area of Outlot E (Future Development) Less Area of Outlot F (Wetland Complex and future Greenway Corridor) Less Area of Pilot Knob Road (CSAH 31) Right -of -Way Less Area of 179th Street (CSAH 9) Right -of -Way Total 183379v4 8 3,493,863.00 s.f. (-) 116,027.00 s.f. (-) 25,645.00 s.f. (-) 97,404.00 s.f. (-) 220,555.00 s.f. (-) 1,912,542.00 s.f. (-) 161,368.00 s.f. (-) 131,894.00 s.f. (-) 164,760.00 s.f. 663,668.00 s.f. 663,668.00 s.f. x $0.178/s.f. _ $118,132.90 Net Area of Pheasant Single Family Total Trunk Run of Lakeville Area Charge Storm Sewer Area Charge The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots A, B, C, and F to the City, consistent with City policy. The credit is based on the area of the outlots, less the usable park area within Outlot F, and is calculated at the rate of $5,500 per acre, and will be applied to the final plat cash fees, calculated as follows: (9.19 acres - 0.71 acres) x $5,500/acre = $46,640.00 Total Area of Outlots A, B,C, and F Usable park area Per Acre Credit Total within Outlot F Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER AVAILABILITY CHARGE. Pheasant Run of Lakeville is located within subdistricts NC -20020 and NC -20030 of the North Creek sanitary sewer district, as identified in the City's Comprehensive Sewer Plan. An existing Farmington owned trunk sanitary sewer line bisects the parent parcel, which conveys sewer from Farmington to the MCES Farmington Interceptor located north of the parent parcel. The Metropolitan Council has coordinated with the Developer to replace and relocate the existing meter station located north of the parent parcel to within the development. The meter station will be maintained by the Metropolitan Council and will be located south of and adjacent to Lot 2, Block 6 within Outlot F. In addition, the Developer will abandon the existing trunk sewer line and install 18 -inch sanitary sewer to re -align the existing trunk facility, from the south City limits to the north property line, within the Embers Avenue right-of-way and within a permanent utility easement, as shown on the plat. The Developer shall provide a $10,000 security with the final plat for the sewer abandonment. The Metropolitan Council has reviewed and approved the re -alignment of the sewer. The Developer shall receive a credit for the oversizing of the sanitary sewer, calculated as the difference between an 18 -inch and 8 -inch sanitary 183379v4 9 sewer. The City of Farmington and Lakeville will enter into a JPA and share in the costs of the oversizing and future maintenance. A right-of-way permit is required from the City of Farmington for the sanitary sewer extension and construction within the Farmington city limits. The Developer is responsible to restore to existing conditions the entire area disturbed within the City of Farmington necessary for the project. A Construction Cooperation Agreement (Metropolitan Council No. 151046; "Agreement") will be established between the City of Lakeville and the Metropolitan Council for the meter station construction with the development. The Developer shall be responsible for all obligations and stipulations of the "City", as referenced in the Agreement. The Developer shall receive a reimbursement from the Metropolitan Council for the cost of the interior construction of the meter station, to be calculated by the Metropolitan Council when a construction contract is awarded, per the Agreement. The Metropolitan Council's fiscal contribution for the project shall not exceed $60,000.00, and will be limited to the installation of the meter instrumentation and RTU Cabinet. The Developer shall hire a pre -qualified contractor to relocate and construct the meter station housing shell and installation of instrumentation, as required by the Metropolitan Council. The reimbursement will be provided to the Developer per the Agreement and outlined as follows: After the construction contract is awarded and final construction costs are determined and within thirty (30) days of receipt of payment from the Metropolitan Council, the City shall pay the Developer twenty-five percent (25%) of the construction costs. During construction, the City shall reimburse the Developer based upon monthly invoices submitted to the City within thirty (30) days of receipt of payment from the Metropolitan Council. No grading shall commence adjacent to the existing meter station on the parent parcel until the new meter is operational, as authorized by the Metropolitan Council. Public sanitary sewer will be extended from the new trunk line within the subdivision to provide sewer service to the development. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The Developer will extend sanitary sewer west of Pilot Knob Road, consistent with the City's Comprehensive Sewer Plan. The Developer will receive a credit to their cash fees with the final plat for 183379v4 10 sanitary sewer outside of the plat boundary and for directional boring the sanitary sewer under Pilot Knob Road. A right-of-way permit is required from Dakota County for the sanitary sewer construction within Pilot Knob Road right-of-way. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be paid at the time of final plat approval. The fee will be based on the rate in effect at the time of final plat approval, calculated as follows: 51 units x $327.00 = $16,677.00 Total Units Sanitary Sewer Availability Charge Sanitary Sewer In Pheasant Run Per Unit Availability Charge required of Lakeville 21. LATERAL WATERMAIN ACCESS CHARGE. Development of Pheasant Run of Lakeville includes the extension of public watermain. Watermain will be extended within the development to provide water service to the subdivision. The Lateral Watermain Access Charge is due for that portion of the 12 -inch watermain within Pilot Knob Road right-of-way and must be paid at the time of final plat approval. The Lateral Watermain Access Charge will be based on the rate in effect at the time of final plat approval, calculated as follows: 929.04 x $41.00/Front Foot = $38,090.64 Front Footage along Lateral Watermain Access Charge Total Pilot Knob Road The remaining 389.97 feet of the Lateral Watermain Access Charge will be collected at the time Outlot E is final platted into lots and blocks adjacent to Pilot Knob Road. Consistent with the City's Water Plan, the Developer shall extend 12 -inch watermain through the development from existing watermain within Pilot Knob Road to the north plat boundary. The Developer will receive a credit to their cash fees with the final plat for the oversizing of the trunk watermain, calculated as the cost difference between 8 -inch watermain and the 12 -inch watermain that will be installed. A right-of- way permit is required from Dakota County for the watermain construction within Pilot Knob Road right-of- way 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and public street construction is restricted to access the subdivision via the existing 183379v4 driveway in the location of future 179th Street, via Pilot Knob Road. No construction traffic is permitted from the existing stub streets within the City of Farmington. 23. PARKS, TRAILS AND SIDEWALKS. Development of Pheasant Run of Lakeville includes the construction of public trails and sidewalks. Five foot wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of each local street. Bituminous trails will be installed along the south side of 1791h Street and the east side of Pilot Knob Road from the south City limits to 179th Street. The Developer is responsible for 100% of the grading and restoration for the bituminous trails. The Developer shall receive a credit to the Park Dedication Fee for the City's 3/8 share of the trail construction costs along 1791h Street and Pilot Knob Road, calculated as follows: ($7,800.00 + $8,287.50) x 3/8 x 45% _ $2,714.77 Pilot Knob Road 179th Street City's Share Total Credit to Estimated Trail Construction Estimated Trail Cash Fees Cost Construction Cost The trails along Pilot Knob Road north of 179th Street and along the north side of 179th Street will not be constructed with the final plat of Pheasant Run of Lakeville. The Developer shall construct the trails at the time Outlot E adjacent to the roadways is final platted into lots and blocks. The current City Parks, Trails, and Open Space Plan identifies a future neighborhood park with connection to the North Creek Regional Greenway within the parent parcel. The Developer is dedicating a portion of Outlot F as park land for the future construction of the greenway corridor trail along the east property line, meeting the intent of the Parks, Trails, and Open Space Plan. The trail within the greenway corridor will be constructed with a future City Project. The Park Dedication requirement has not been collected on the parent parcel and will be satisfied through a combination of land dedication and cash contribution. The Developer shall receive park area credits for the usable park space given with the land dedication, outside of the adjacent wetland buffer. The gross density of the Pheasant Run of Lakeville preliminary plat is 2.41 units/acre (193 lots/ 80.21 acres). The land dedication requirement for subdivisions with a gross density less than 3 units/acre is 12%. The land dedication and cash contribution requirements are estimated as follows: 183379v4 12 Gross Area of Pheasant Run of Lakeville Preliminary Plat Less Area of County Road Right -of -Way (179th Street and Pilot Knob Road) Area of Delineated Wetlands to Remain in Outlot Total Buildable Area Land Dedication Requirement (12%) 80.21 Acres -6.81 Acres -0.53 Acres 72.87 Acres 8.74 Acres The Developer will dedicate 0.71 acres as park area within Outlot F, and shall receive park area credits for this dedication. This area satisfies 8.12% (0.71/8.74 acres) of the land dedication requirement. As a result, the Park Dedication requirement is satisfied for 15.68 lots (8.12% x 193 units). The remaining balance of the Park Dedication Fee will be collected as a cash contribution on the remaining 177.32 lots (193-15.68) as they are final platted into lots and blocks. The Park Dedication Fee for the Pheasant Run of Lakeville final plat is then calculated as follows: (51 lots - 15.68 lots) x $3,781.00 Total Lots in Pheasant Run Number of Lots Provided Low Density Park of Lakeville through Land Dedication Dedication Rate = $133,544.92 Park Dedication Required with Pheasant Run of Lakeville 24. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. A cash fee for traffic control signs in the amount of $11,925.00 must be paid at the time of final plat approval, which includes: 17 stop signs with green street blades at $400.00 each, one stop sign at $300.00, six nine button delineators at $100.00 each, two future through street signs at $75.00 each, two speed limit signs at $225.00 each, two one way signs with arrows at $200.00 each, two left turn signs at $275.00 each, two right turn only signs at $275.00 each, three center median symbols with 9 button delineators at $300.00 each, one no outlet sign at $225.00, two right turn lane signs at $275.00, and two left/straight/right at $225.00 each. If the street sign posts are installed during frost conditions, the Developer shall pay an additional $150.00 for each street sign post location. A cash fee for one-year of streetlight operating expenses must be paid at the time of final plat approval and is calculated as follows: 51 units x $8.14/unit/qtr. x 4 qtrs. = $,1,660.56 Dwelling Units Streetlight Operating Fee Total 183379v4 13 25. SURFACE WATER MANAGEMENT UTILITY FEE. A cash fee for one-year of surface water management expenses must be paid at the time of final plat approval and is calculated as follows: 51 units x $7.00/unit/qtr. x 4 qtrs. = $1,428.00 Dwelling Units Surface Water Management Fee Total 26. LANDSCAPING. Unless the lot already has two (2) trees on it, the Developer or lot purchaser shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of which must be planted in the front yard. Trees that are chosen by the Developer or property owner cannot cause a public nuisance, such as cotton producing trees, or trees that may become a public hazard due to insect infestation or weak bark. The minimum deciduous tree size shall be two and one-half (2'/2) inches caliper, balled and burlapped. Evergreen trees must be at least eight feet (8') tall. The trees may not be planted in the right-of-way. The Developer or lot purchaser shall sod the front yard, boulevard, and side yards to the rear of the structure on every lot. Weather permitting, the trees, sod, and seed shall be planted within sixty (60) days after a home has received a certificate of occupancy. Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished the City to guarantee compliance with the landscaping requirements. If the landscaping is not completed in a timely manner, the City may enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the landscaping the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. All trees shall be warranted to be alive, of good quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for twelve (12) months from the time of planting. The Developer or property owner is responsible for contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent (50%) of the security will be released when all the landscaping has been installed and inspected by City staff and the remaining fifty percent (50%) will be released one year after the landscaping inspection and any warranty work has been completed. 27. BUFFER YARD BERM/LANDSCAPE SCREEN. 179th Street is a minor arterial roadway, as identified in the City's Transportation Plan. A buffer yard containing earth berms and/or plantings of a 183379v4 14 sufficient density to provide a visual screen and a reasonable buffer a minimum of ten feet in height must be provided adjacent to 179th Street. A certified as -built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. 28. TREE PRESERVATION. The only significant trees located within the development are located along the drainage easement and conservation easement. No trees are proposed to be removed. Any trees damaged or removed during construction will require 2:1 replacement. Additional landscape trees must be planted around the ponding areas in Outlot A, B and C throughout the site to provide shading to mitigate temperature increases to the North Creek tributary to the Vermillion River. The Developer shall post a $2,000.00 security at the time of final plat approval in accordance with the approved plan. 29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the September 4, 2015, with revisions dated September 17, 2015 Engineering Report. B. Before the City signs the final plat, the Developer shall convey Outlots A, B, C and F to the City by warranty deed, free and clear of any and all encumbrances. C. The Developer has placed unauthorized fill material on the Pheasant Run of Lakeville site. All unauthorized material must be removed from the public right-of-way and approved by the City Engineer prior to installation of utilities. The Developer shall post a $4,000.00 security at the time of final plat approval to ensure the common excavation and removal of the unauthorized material from the right-of-way. D. The Developer shall install "Future Street Extension" signs and barricades at the following locations: (1) east end of 179th Street, Eclipse Avenue and Element Avenue; (2) north end of Embers Avenue and English Street; and (3) both east and west ends of Equinox Avenue. E. The Developer shall install a temporary turnaround on the west end of Equinox Avenue. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed public 183379v4 15 temporary turnaround easement, in recordable form, and furnish a cash escrow in the amount of $2,000.00 for the future removal and restoration of the temporary turnaround. F. The Developer shall pay 100% of the costs to construct 179th Street. The Developer is eligible for reimbursement for costs above the standards of a City collector roadway, consistent with Dakota County Transportation policy. The City and Dakota County will enter into a Joint Powers Agreement "JPA" to provide the Developer the County's share of the project costs. The County Board will authorize the execution of the JPA at its September 22, 2015 meeting. The reimbursement will be provided to the Developer per the Agreement and outlined as follows: o During construction, the City shall reimburse the Developer based upon quarterly invoices submitted to the City within 30 days of receipt of payment from Dakota County. The Developer shall be responsible for all obligation and stipulation of the "City" as referenced in the JPA. G. Before the City signs the final plat, the Developer shall furnish the City appropriately executed temporary public drainage and utility easements, in recordable form, along public rights-of-way on Outlots D and E and over the stormwater management basins located on Outlot E. H. The Developer shall install five (5) foot wide concrete sidewalks at their expense as shown on the approved final plat plans. I. A $1,000 cash escrow must be submitted with the building permit applications for Lots 1 through 4, Block 1, Lots 1 through 4 and Lot 21, Block 2 to guarantee installation of the buffer rear/side yard so to the edge of the trail. This escrow will be in addition to the two trees/lot and front yard sod escrow required at the time of building permit. J. All encroachments (fences, sheds, play structures, gardens, etc.) into that area to be dedicated to the City as Outlot A must be removed prior to the issuance of any building permits, including model home permits. 183379v4 16 K. A private overhead utility line and poles are located along the west plat boundary of the parent parcel. Consistent with the City's Public Ways and Property Ordinance, the Developer must place underground all existing permanent utility lines adjacent to the plat. The Developer shall post a $25,000.00 security at the time of final plat approval to ensure the removal of the overhead utility lines and poles. L. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $12,500.00 security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. M. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $5,700.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 57 lots/outlots at $100.00 per lot/outlots. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. N. The Developer shall pay a cash fee for the preparation of record construction drawings and City base map updating. This fee is $75.00 per lot for a total charge of $4,275.00. O. The Developer shall be responsible for the cost of street light installation consistent with a street lighting plan approved by the City. Before the City signs the final plat, the Developer shall post a security for street light installation consistent with the approved plan. The estimated amount of this security is $21,400.00 and consists of five (5) mast -arm street lights at $1,400.00 each and twelve (12) post -top street lights at $1,200.00 each. 183379v4 17 P. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 30. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a cash escrow, letter of credit or alternate security, in the form attached hereto, from a bank ("security") for $1,620,250.30, plus a cash fee of $44,378.63 for City engineering administration. The Developer will receive a credit to the cash fees for City Engineering of oversized public improvements. If an alternate security is furnished, the Developer shall also furnish a letter of credit for twenty-five percent (25%) of the alternate security amount to cover any contract increases. The amount of the security was calculated as follows: CONSTRUCTION COSTS: A. Sanitary Sewer $ 410,894.80 B. Watermain 227,090.00 C. Storm Sewer 184,914.00 D. Street Construction 472,669.00 E. Erosion Control and Restoration 183,720.00 SUBTOTAL - CONSTRUCTION COSTS $ 1,479,287.80 SUBTOTAL - CONSTRUCTION COSTS REQUIRED $ 1,295,567.80 The Developer provided the City with a Letter of Credit in the amount of $183,720.00 for Erosion Control, Stormwater Basins, Restoration, Grading, and Grading Certification following City Council approval of the preliminary plat. OTHER COSTS: A. Developer's Design (6.0%) $ 88,757.27 B. Developer's Construction Survey (2.5%) 36,982.20 C. City Legal Expenses (Est. 0.5%) 7,396.44 D. City Construction Observation (Est. 7.0%) 103,550.15 183379v4 18 E. Developer's Record Drawings (0.5%) F. Remove Unauthorized Fill (Common Excavation) G. Bury Private Overhead Utilities H. Abandon Existing Sanitary Sewer I. Landscaping J. Tree Preservation K. Street Lights L. Lot Corners/Iron Monuments SUBTOTAL - OTHER COSTS TOTAL SECURITIES: 7,396.44 4,000.00 25,000.00 10,000.00 12,500.00 2,000.00 21,400.00 5,700.00 $ 324,682.50 $ 1,620,250.30 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City's standard specifications for utility and street construction outline procedures for security reductions. 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final plat: A. Future Removal of Equinox Avenue Cul -de -Sac $ 2,000.00 B. Park Dedication 133,544.92 183379v4 19 C. Sanitary Sewer Availability Charge 16,677.00 D. Lateral Watermain Access Charge 38,090.64 E. Trunk Storm Sewer Area Charge 118,132.90 F. Traffic Control Signs 11,925.00 G. Street Light Operating Fee 1,660.56 H. Surface Water Management Utility Fee 1,428.00 I. City Base Map Updating 4,275.00 J. City Engineering Administration 44,378.63 (3% for letters of credit or 3.25% for alternate disbursement) SUBTOTAL CASH REQUIREMENTS $ 372,112.65 CREDITS TO THE CASH REQUIREMENTS Storm Sewer Oversizing Design Outlots A, B, C and F (Deeded to the City (Trunk Storm Sewer) $ 46,640.00 City's 3/8th Share of Trail Construction along Pilot Knob $ Road and 179th Street (Park Dedication) 2,714.77 Trunk Sanitary Sewer Oversizing (Trunk Sanitary Sewer Fund) 71,860.50 Trunk Watermain Oversizing (Trunk Water Fund) 40,054.00 Trunk Sanitary Sewer Oversizing (JPA with City of Farmington) 17,410.50 Culver Replacement (Trunk Storm Sewer) 21,160.00 City Engineering Administration of Oversizing 5,288.55 SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS $ 205,128.32 TOTAL CASH REQUIREMENTS WITH FINAL PLAT $ 166,984.33 FUTURE REIMBURSEMENT TO CASH REQUIREMENTS 179th Street Oversizing Construction (JPA with Dakota County)** $ 204,300.00 179th Street Oversizing Design (JPA with Dakota County)** $ 12,600.00 Storm Sewer Oversizing Construction (JPA with Dakota County)** $ 25,800.00 Storm Sewer Oversizing Design (JPA with Dakota County)** $ 1,500.00 Meter Station Construction (JPA with Metropolitan Council)** 60,000.00 ADDITIONAL CREDITS TO THE CASH REQUIREMENTS $ 304,200.00 **The future reimbursements to the Developer's cash requirements will be paid as outlined in the JPA with Dakota County and Construction Cooperation Agreement with the Metropolitan Council. 183379v4 20 32. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for streets is one year. The warranty period for underground utilities is two years and shall commence following completion and acceptance by City Council. The one year warranty period on streets shall commence after the final wear course has been installed and accepted by the City Council. The Developer shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City's standard specifications for utility and street construction identify the procedures for final acceptance of streets and utilities. 33. 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 plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is a personal obligation of the 183379v4 21 Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 34. 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, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract 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, assess the cost in whole or in part. 35. MISCELLANEOUS. A. The Developer represents to the City that the plat complies 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 plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat 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 Contract. 183379v4 22 C. Breach of the terms of this Contract 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 phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior to issuance of any building permits, except five (5) model homes on lots acceptable to the Building Official. Approval of an administrative permit in compliance with Chapter 27 of the City's zoning ordinance is required prior to the construction of any model homes. F. If building permits are issued prior to the 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, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connections or inspections may be conducted and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. 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 Contract shall not be a waiver or release. H. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. 183379v4 23 I. The Developer and contractor shall acquire commercial general liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. The insurance must be maintained until six (6) months after the City has accepted the public improvements. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The Developer must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read "City of Lakeville is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non -Contributory Basis." Each policy shall provide 30 days notice of cancellation to City of Lakeville. 2. Certificate Holder must be City of Lakeville. 3. Provide copy of policy endorsement showing City of Lakeville named as Additional Insured on a Primary and Non -Contributory Basis. J. The Developer and contractor shall obtain Workmen's Compensation Insurance in accordance with the laws of the State of Minnesota, including Employer's Liability Insurance, to the limit of $100,000.00 each accident. K. 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 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 183379v4 24 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. L. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. M. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans and by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 36. 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 certified mail at the following address: KJ Walk, Inc., 6001 Egan Drive, Suite 100, Savage, Minnesota 55378. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Lakeville City Hall, 20195 Holyoke Avenue, Lakeville, Minnesota 55044. [The remainder of this page has been intentionally left blank. Signature pages follow.] 183379v4 25 CITY OF LAKEVILLE M (SEAL) K STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) Matt Little, Mayor Charlene Friedges, City Clerk The foregoing instrument was acknowledged before me this day of , 2015, by Matt Little and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 183379v4 26 DEVELOPER: KJ WALK, INC. BY: 49 --- its V� STATE OF', ., ) )ss. COUNTY OF Aj#..% ) The for going instrument .was acknowledged before me this day of 2015, by � oq the GE 0 of KJ Walk, Inc., a Florida corporation, on behalf of the corporation. JUDITH RYAN HAWKINS �� ��� , 14 � NqT RY PUBLIC G Notary Public - Minnesota 01 Cann"m Jen. 31, 2020 DRAFTED BY: CAMPBELL, KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Telephone: 651-452-5000 AMP/cjh 183379v4 27 LLiE�Cf'VtIrt#' �r City of Lakeville Planning Department Memorandum To: Daryl Morey, Planning Director From: Kris Jenson, Associate Planner Date: 4 September 2015 Subject: Pheasant Run of Lakeville Final Plat Application Action Deadline: 25 October 2015 INTRODUCTION KJ Walk, Inc. has submitted an application and plans for the final plat of Pheasant Run of Lakeville, which includes 51 single family lots located east of Pilot Knob Road (CSAH 31) and north of the city boundary with Farmington. This is the first phase of the preliminary plat of 193 single family lots that was approved by the City Council on 1 June 2015. The lot, block and street design of the Pheasant Run of Lakeville final plat is consistent with the approved preliminary plat. The final plat plans have been reviewed by Engineering and Parks and Recreation staff. EXHIBITS A. Location and Zoning Map B. Aerial Photo Map C. Approved Preliminary Plat D. Final Plat (2 Pages) E. Cover & Tree Preservation Plan F. Final Grading Plan G. Final Erosion Control Plan H. Preliminary Plat Set Landscaping Plan I. Public Utility Coordinate Plan J. Dakota County Plat Commission Letter dated 17 July 2015 PLANNING ANALYSIS Zoning. The zoning of the property is RM -1, Medium Density Residential District. Single family homes are a permitted use within the RM -1 District. (Exhibit A) Existing Conditions. The Pheasant Run of Lakeville final plat area consists of one parcel. Stockpiling of fill material has been permitted on a portion of the site under a permit issued by the City in 2014. Prior to stockpiling, the site was used for agriculture. (Exhibit B) According to a certificate of survey submitted with the preliminary plat, it appears that there may be encroachments such as fences, sheds, play structures, gardens, etc. from the adjacent single family lots in Farmington which will be dedicated to the City as Outlot A. The Developer shall ensure that all such encroachments are removed from that area to be dedicated as Outlot A prior to any building permits (including model homes) being issued for the lots within the Pheasant Run of Lakeville final plat. Lot Area. Single family lots within the RM -1 District are required to provide a minimum lot area of 8,400 square feet for interior lots and 10,200 square feet for corner lots. The area of the 51 lots in the final plat meet the minimum square footage required. Lot Width. The minimum lot width for single-family lots within the RM -1 District is 70 feet for interior lots and 85 feet for corner lots. All lots meet the minimum lot width requirement. Buffer Yard Lot Width/Depth Setbacks. Setback requirements for single family lots in the RM -1 District is outlined below: Front Side Side Side Rear Rear to (Interior) (Corner) (Buffer) (Buffer) 20 feet house 7 feet 20 feet 30 feet 30 feet 50 feet 25 feet garage in area and will be deeded The proposed building pads meet the minimum setback requirements for interior and corner lots. Development Density. The Pheasant Run of Lakeville final plat consists of 51 single family lots on 80.03 acres. This results in a gross density of 1.57 units per acre. The net density, excluding arterial road right-of-way and future development outlots is 2.18 units per acre. Phasing. Pheasant Run of Lakeville is anticipated to be developed in five to six phases. There will be 142 remaining single-family lots to be final platted and developed after the first phase final plat of Pheasant Run of Lakeville. Outlots. There are six outlots proposed with the Pheasant Run of Lakeville final plat. Outlot A is 2.66 acres in area and will be deeded to the City for stormwater management purposes. Outlot B is 0.59 acres in area and will be deeded to the City for stormwater management purposes. Outlot C is 2.24 acres in area and will be deeded to the City for stormwater management purposes. Outlot D is 5.06 acres in area and will be retained by the developer for future development. Outlot E is 43.91 acres in area and will be retained by the developer for future development. 2 Outlot F is 3.70 acres in area and will be deeded to the City for stormwater management, wetland, and future greenway purposes. Access. Pheasant Run of Lakeville will have access from 179th Street at Pilot Knob Road (CSAH 31) and from Embers Avenue at the city boundary with the City of Farmington. Plat Commission. The Dakota County Plat Commission reviewed and approved the final plat at their 13 July 2015 meeting. The Plat Commission letter is included as Exhibit Streets & Right -of -Way. Pheasant Run of Lakeville will include the construction of local residential streets and 179th Street, an arterial street and future county road. Right-of-way will also be dedicated for Pilot Knob Road. Pilot Knob Road (CSAH 31) is an arterial road in the City's Transportation Plan. One hundred (100) feet of east half right of way is being dedicated to the City. 17911 Street (Future CSAH 9) is an arterial road in the City's Transportation Plan. One hundred and twenty (120) feet of right of way is being dedicated to the City. A "Future Street Extension" sign and barricades must be placed at the east terminus of the roadway. Embers Avenue is a 32 foot wide street within a 60 foot right-of-way with a five (5) foot wide sidewalk on the east side of the street. This street will connect with the existing Embers Avenue street stub in the City of Farmington to the south. A "Future Street Extension" sign and barricades must be placed at the north end of Embers Avenue. Lot 11, Block 2 is not permitted to have driveway access to 1791h Street. English Avenue will be a 32 foot wide street within 60 feet of right-of-way with a five (5) foot wide sidewalk along the west side of the street. A "Future Street Extension" sign and barricades must be placed at the north terminus of the roadway. Eclipse Avenue and Element Avenue wilI each be a 32 foot wide street within 60 feet of right-of- way. A five (5) foot wide concrete sidewalk will be constructed along one side of each street. A "Future Street Extension" sign and barricades will be placed at the east terminus of each street until it is extended in the future. Equinox Avenue will be a 32 foot wide street within a 60 foot right of way with a five (5) foot wide sidewalk on one side of the street. A "Future Street Extension" sign and barricades will be placed at each end of the street until it is connected in the future. A temporary turnaround will be required at the west end of the street until such time that Equinox Avenue is connected. A temporary turnaround easement and escrow for the future turnaround removal must also be provided to the City. Lots 1-4, Block 1 are not permitted to have driveway access to 17911 Street. Enigma Waywill each be a 32 foot wide street within 60 feet of right-of-way with a five (5) foot wide sidewalk along one side of the street. Lots 1-4, Block 2 are not permitted to have driveway access to 1791h Street. Trails. The developer will construct a 10 foot wide bituminous trail along the east side of Pilot Knob Road (CSAH 31) south of 1791h Street to the City limits as well as along the south side of 179th Street. The trail along the east side of Pilot Knob Road north of 179th Street and the trail along the north side of 1791h Street will be constructed at the time that portion of Outlot E, 3 which is adjacent to the roadways, is developed. The developer will receive a credit to the Park Dedication Fee for the City's 3/81h share of the trail construction costs along Pilot Knob Road and 17911 Street. The Developer will be required to escrow for their 5/81" share of the trail costs for the future trail on the east side of Pilot Knob Road north of 1791h Street and along the north side of 179th Street. Buffer Yard/Landscaping. Pheasant Run of Lakeville is adjacent to Pilot Knob Road and will be bisected by 179th Street, both arterial roadways. With this plat, no residential lots back directly to Pilot Knob Road while nine (9) lots will be directly adjacent to 1791h Street. The developer is proposing to plant evergreen trees in two staggered rows to meet the buffer yard landscaping requirements. A security for $12,500.00 is required to guarantee installation of the landscaping. In addition, a $1,000 per lot escrow is required with each building permit for the nine lots abutting 179th Street for the installation of sod in the rear/side yards to the edge of the trail. Park Dedication. The City's Comprehensive Park Plan identifies a park need in the area of the proposed plat. A portion of Outlot F will be used for a segment of the North Creek Regional Greenway, meeting the intent of the Parks, Trails, and Open Space Plan. The remainder of the park dedication requirement will be satisfied by a cash fee of $133,544.92 as required by Section 10-4-8 of the Subdivision Ordinance. Please see the 4 September 2015 engineering report for more details. Tree Preservation. The Pheasant Run tree preservation plan identified 10 significant trees within the boundaries of the entire site. All 10 trees will be saved (100%). Wetlands. A wetland delineation was completed and approved in 2013, showing three wetlands within the proposed plat boundaries. The wetland replacement plan indicates there are 0.41 acres of wetland impact which will be replaced at a 2:1 ratio (0.82 acres). The wetland credits were withdrawn and approved by the Board of Water and Soil Resources on 2 June 2015. Grading, Drainage and Erosion Control. The final plat includes grading, drainage and erosion control plans. Grading, drainage and erosion control is discussed in more detail in the 4 September 2015 engineering report. Subdivision Identification Sign. The developer is not proposing a subdivision identification sign within this phase of the final plat. RECOMMENDATION The Pheasant Run of Lakeville final plat is consistent with the approved preliminary plat and complies with the requirements of the Zoning and Subdivision Ordinances. Planning Department staff recommends approval of the Pheasant Run of Lakeville final plat subject to the following conditions: 1. The recommendations listed in the September 2015 engineering report. 2. Outlots A, B, C, and F shall be deeded to the City with the Pheasant Run of Lakeville final plat. 3. Five foot wide concrete sidewalks shall be constructed at the developer's expense as shown on the approved final plat plans. 4. The developer is responsible for 5/8ths of the future trail along Pilot Knob Road north of 1791h Street and the trail along the north side of 1791" Street and an escrow must be provided for this cost with the final plat. 5. Landscaping shall be installed consistent with the approved landscape plan. A $12,500.00 security shall be submitted to guarantee installation of the approved landscaping. 6. A $1,000 cash escrow must be submitted with the building permit applications for Lots 1- 4, Block 1, Lots 1-4 and Lot 21, Block 2 to guarantee installation of the buffer rear/side yard sod to the edge of the trail. This escrow will be in addition to the two trees/lot and front yard sod escrow required at the time of building permit. 7. Future street extensions signs and barricades are required in the following locations: East end of 179' Street, Eclipse Avenue, and Element Avenue North end of Embers Avenue and English Avenue Both ends of Equinox Avenue 8. A temporary turnaround and easement is required for the west end of Equinox Avenue. 9. The following lots are not permitted to have driveway access to 179th Street: Lots 1 - 4, Block 1 Lots 1- 4, Block 2 Lot 11, Block 2 10. All encroachments (fences, sheds, play structures, gardens, etc.) into that area to be dedicated to the City as Outlot A must be removed prior to the issuance of any building permits, including model home permits. 5 ., 0 pr�, A- LeiVirvii City of Lakeville Location Map Pheasant Run of Lakeville Final Plat EXHIBIT B '5 r\ rn rn a 0 ai co IN 1 0 O m Z Y 0 d r -I M z 2 LU Q Ln O 100 Oq 00 0 00 (n J X w r___ CD 0q N r\ m 135.52 - 109_27 - 70.00 70.00 70.00 85.04 84.98 70.00 70.00 67.75 142.27 125.14 \ - - - 200.41 �� \\1 9 1 1 10 1 1 11 1 1 12 1 1 13 1 I I 1 1 1 2 I I 3 1 4 I I 5 \ OL E \ 1 M 01 0 0 CD 0 CD CD CD CTI �� \\ II II II II I I II II I II46, 6I I 0I I 0I I �I I I� I �I �I I �I I �I I �I I \ 1 61\ I I I I I I I I F 70_0072.49__1 I I -1 L ---J L L L---� ' L----1 L ---J L L- L--12.9 00 Zig 00' 23.49 34.89 70.00 70.00 70.00 85.00 1 1 85.03 70.00 70.00 40.77 33.00 N / ESSEX LANE - - I ESSEX LANE _ _ _ - � Imo\ °% - 'aso3 \\ `��� \\ _ 93 CP 01 o I� 89 / �\ \ \ \ \� \� V \ 3 � �I7 _ 6 0 I J� 44.79 70.00 70.00 85.04 I 121.50 70.00 70.00 4.33 62.76 - - - Ip )s �a I X"�O R60 �� r---� r---� �---� 30 30 j�-----� � -- � r---� �- °/ I I I I I II I I I I I I-- I I 70.14 \ 1 \ \ \\ 9 /5 o hw 1 LU o 70.13 \ \ o 0l to of I a' �I 1 ILon�� ,/10 0 0 0 2 \ 3 'o / '00\ 60.53 I 0I I� �I I I Ln 11 I I 1 I I I \ J 6' //�----1 I--�1.10 l 1-------1Ito \\ 7 �h// 70.24 1 1 �I I I I 2 I I 1 I LIJ 121.54 1� 1 1� 1 1 I I 6 \ \�� zo6 �l/ 1 1 I L -70300-J L -70-00-J-84.98 I 1 1� 3 1 1 4 1 1 59 224.98 I 2 1 1 I I I I $p 5 I 001 10 I 3 1 1 J 1- - a $6 _jj L -JL - J m �1 - 75 / \�S 106.31 71-11 OUTLOT D --J �-- o g7 \ / ` �� 177.42 L- - 71.14 / w 70.72 30 1 \ 479.97 59.86 I� Ln 6, - - - 179T}- T-. �� 32133 / / -61.33 C`v, 7g.7$ OUTLOT C 70-90 ^ �� 10 \ ti3' 3 I 67.54 > / ZZ7 235.05 a OLA / 5 \ C \x\. "153 12 004 u� 13 80.38 - 460 58•pi o - - _ 81.98 0 _ - \ --1 �--� r I 1 4 I 5 I--8-8_ A� 8S -S 30 30 F I I 3 1I -M\ / 2 I I� I I I 6 I l o I I� of 1 0l I ^o/ NI IIo Ito I I 01 7/ 9 I I N LU I �I I I 1 I I I I I o// QI I I I I 70 14 1 1 _ _ 70.14 _ / o / /� \00 = I I I I--70.00__1 I- -� -I 1j L__,0.14_ / o/ / 12 / J I 1- -71.64 _ -I L - - 1�9 66.89 - - _l l� T1s N/ oo V , 12O.po \ \ I /1199A � 92.53 - _ J L -7-i-46- _6 J 53 66 66.88 � � ? \ � / � \ � V / Z L - 4 724 LU 94.97 46.62 -E) W qY \ \ 12 0\ \ / 30 /30 EQUINOX AVE o ENIGMA4218 _83_40 4 33.4 2. -j I- - _8�0 69.2 II 72.21 69.49 73.75 I - - 79.02 \ 246',, FN�GM ROW 35.97 33.66 72.21 - -_-_--I 79 � F_ � � 1010(- ____- 70.00 I I I I OZq�qy�\ / _ _ _ _ _ _ _ r 70.26 I I /\ 10' r 10' 70.00 I I 73.01 I 73.01 I I I I N I I o 0 1 I oo I I o l l j�63 \ �g33s 30 -1 I 30' of I of I to I NII�� �, o/ � } CD 0II I I I o1 20 I I 21 I I "8/ I I I I 19 J L ---j L 22 // ~/ / 718 L -63 62.03 Y Q Y Q 1 I 15 I I 16 I I 17_ J L -72.90- 66. 62.03 -/ / 23 / o m/ 10 Q Q 'n -J ---� L- J1010I _ Z-� L-73.16 20 f � N N 71.41 76.02 I- 76.0 LU 64 �` 24 / / o/ wLU Q wQ � Cr- � Q 93 3g / O D _ -20' 25' J -1 L -20' 25' J ^ol 000, / /� 10 10 1 / ROW OUTLOT 6 o o TYPICAL LOT SETBACKS AND EASEMENTS o 70.00 70.00 70.00 70.00 70.00 74.06 SITE DATA -- --- --- --- _81.98 7' 5' ROW 7 6 5 4 3 2 TOTAL SITE AREA 80.208 AC. 1 1 1 1 I I 1 1 I I I I 1 �4 _1 120 /o / NUMBER OF SINGLE FAMILY LOTS 193 LOTS 0 1 1 0 1 1 0 1 1 0 1 1 01 1 0 l I I / 4 �3s00 °� \ /� / / LOT AREA 58.901 AC. 1 I I I I o I / moo v ` RIGHT OF WAY AREA (179TH ST W.) 5.198 AC. ry I o / / / RIGHT OF WAY AREA (LOCAL STREET) 13.080 AC. II II II II II II /0 3 1 I I I I I I I I_ _ _ _ _ _I I / ~ / / > M RIGHT OF WAY AREA (PILOT KNOB) 3.029 AC. 7000 - - / / / / OUTLOT AREA (OUTLOT A -J) 16.639 AC. _J L___J L___J L___J L___J L_ J L - M 70.00 70.00 70.00 70.00 70.00 46.30 22.64 � _ 66.89 / TOTAL DELINEATED WETLAND 0.939 AC. 70.00 6313 /~ / WETLAND TO BE PROTECTED 0.531 AC. EQUINOX AVE 3. 4 \ / o/ WETLAND TO BE REPLACED 0.408 AC. 30 SINGLE FAMILY LOT REQUIREMENTS (RS -4) 30 / MIN. LOT AREA - INTERIOR LOTS 8,400 S.F. - -70.00- -70.00- -70.00- -70.00- -70.70- _83_40 MIN LOT WIDTH AT SETBACK INTERIOR LOTS 70 FEET 15.45 50.73 r- -1 �---I 70.00 I� _70.00 70.00 A 5_. 15_ 2If 9_.8_6 5_ REAR (179TH ST W.) 0 AIIII 4 11247 0.258 S LINE OF THE SW 1/4 6 10494 974.38 �t 0.241 r LLE 915 LLE 915 LLE 914.5 LLE 914.5 A 0 LLE 915 0.234 \\� L J 11 8400 0.193 L_ J �� T n I f 0.234 I LLE 915 I U /-\ C\ U x l /-\ I F 2 8400 I F 0.193 4 8480 f 5 15794 OUTLOT D ------, OUTLOT E 3 lI 0.237 4 0.325 3 0.306 4 12536 2 5 12661 0.291 6 11796 0.271 � 0.256 0 0.248 0 0.304 0 � 1 11746 0 2 0 0.309 1 1 00F5- � 1 12751 0.293 2 10500 0.241 3 10500 _79.01__ 4 11088 0.255 II 0.223 _7_9_.78_ 70.00 7 9546 0.219 8 8580 0.197 9 8580 0.197 10 8580 85.00 11 9197 0.211 12 9545 -1 L L 0.207 L 16 8400 J�J 8I.20 59.83 II 70.00 II 0.193 70.00 II 25.15 59.86 II 12 004 u� 13 80.38 - 460 58•pi o - - _ 81.98 0 _ - \ --1 �--� r I 1 4 I 5 I--8-8_ A� 8S -S 30 30 F I I 3 1I -M\ / 2 I I� I I I 6 I l o I I� of 1 0l I ^o/ NI IIo Ito I I 01 7/ 9 I I N LU I �I I I 1 I I I I I o// QI I I I I 70 14 1 1 _ _ 70.14 _ / o / /� \00 = I I I I--70.00__1 I- -� -I 1j L__,0.14_ / o/ / 12 / J I 1- -71.64 _ -I L - - 1�9 66.89 - - _l l� T1s N/ oo V , 12O.po \ \ I /1199A � 92.53 - _ J L -7-i-46- _6 J 53 66 66.88 � � ? \ � / � \ � V / Z L - 4 724 LU 94.97 46.62 -E) W qY \ \ 12 0\ \ / 30 /30 EQUINOX AVE o ENIGMA4218 _83_40 4 33.4 2. -j I- - _8�0 69.2 II 72.21 69.49 73.75 I - - 79.02 \ 246',, FN�GM ROW 35.97 33.66 72.21 - -_-_--I 79 � F_ � � 1010(- ____- 70.00 I I I I OZq�qy�\ / _ _ _ _ _ _ _ r 70.26 I I /\ 10' r 10' 70.00 I I 73.01 I 73.01 I I I I N I I o 0 1 I oo I I o l l j�63 \ �g33s 30 -1 I 30' of I of I to I NII�� �, o/ � } CD 0II I I I o1 20 I I 21 I I "8/ I I I I 19 J L ---j L 22 // ~/ / 718 L -63 62.03 Y Q Y Q 1 I 15 I I 16 I I 17_ J L -72.90- 66. 62.03 -/ / 23 / o m/ 10 Q Q 'n -J ---� L- J1010I _ Z-� L-73.16 20 f � N N 71.41 76.02 I- 76.0 LU 64 �` 24 / / o/ wLU Q wQ � Cr- � Q 93 3g / O D _ -20' 25' J -1 L -20' 25' J ^ol 000, / /� 10 10 1 / ROW OUTLOT 6 o o TYPICAL LOT SETBACKS AND EASEMENTS o 70.00 70.00 70.00 70.00 70.00 74.06 SITE DATA -- --- --- --- _81.98 7' 5' ROW 7 6 5 4 3 2 TOTAL SITE AREA 80.208 AC. 1 1 1 1 I I 1 1 I I I I 1 �4 _1 120 /o / NUMBER OF SINGLE FAMILY LOTS 193 LOTS 0 1 1 0 1 1 0 1 1 0 1 1 01 1 0 l I I / 4 �3s00 °� \ /� / / LOT AREA 58.901 AC. 1 I I I I o I / moo v ` RIGHT OF WAY AREA (179TH ST W.) 5.198 AC. ry I o / / / RIGHT OF WAY AREA (LOCAL STREET) 13.080 AC. II II II II II II /0 3 1 I I I I I I I I_ _ _ _ _ _I I / ~ / / > M RIGHT OF WAY AREA (PILOT KNOB) 3.029 AC. 7000 - - / / / / OUTLOT AREA (OUTLOT A -J) 16.639 AC. _J L___J L___J L___J L___J L_ J L - M 70.00 70.00 70.00 70.00 70.00 46.30 22.64 � _ 66.89 / TOTAL DELINEATED WETLAND 0.939 AC. 70.00 6313 /~ / WETLAND TO BE PROTECTED 0.531 AC. EQUINOX AVE 3. 4 \ / o/ WETLAND TO BE REPLACED 0.408 AC. 30 SINGLE FAMILY LOT REQUIREMENTS (RS -4) 30 / MIN. LOT AREA - INTERIOR LOTS 8,400 S.F. - -70.00- -70.00- -70.00- -70.00- -70.70- _83_40 MIN LOT WIDTH AT SETBACK INTERIOR LOTS 70 FEET M \ \ I F 60 L- --- MIN. LOT AREA -CORNER LOTS 10,200 S.F. MIN. LOT WIDTH AT SETBACK - CORNER LOTS 85 FEET MIN. LOT WIDTH AT SETBACK - CORNER LOTS ABUTTING 179TH ST W. 110 FEET MIN. LOT DEPTH - LOTS ABUTTING 179TH ST W. 150 FEET MINIMUM STEBACKS (RS -4) FRONT 15.45 50.73 r- -1 �---I 70.00 I� _70.00 REAR A SIDE (179TH ST W.) DRAINAGE EASEMENT----.OUTLOT REAR (179TH ST W.) o 4 11247 0.258 S LINE OF THE SW 1/4 6 10494 974.38 �t 0.241 r LLE 915 LLE 915 LLE 914.5 LLE 914.5 LLE 915 LLE 915 LLE 915 LLE 915 LLE 915 0.234 \\� L J 11 8400 0.193 L_ J �� T n I f 0.234 I LLE 915 I U /-\ C\ U x l /-\ I F 2 8400 I F 0.193 4 8480 f 5 15794 0.363 OUTLOT D ------, - - - - - OUTLOT E 3 1 10329 0.237 2 14170 0.325 3 13331 0.306 4 12536 0.288 5 12661 0.291 6 11796 0.271 7 11150 0.256 8 10790 0.248 i-�� g 0.304 70.00 4 1 11746 0.270 2 13450 0.309 5 1 12751 0.293 2 10500 0.241 3 10500 _79.01__ 4 11088 0.255 II 0.223 6 9546 0.219 7 9546 0.219 8 8580 0.197 9 8580 0.197 10 8580 0.197 11 9197 0.211 12 9545 0.219 13 9812 0.225 14 9028 0.207 15 8400 0.193 16 8400 0.193 I II 0.193 II 0.193 II 0.193 20 8400 II 21 8484 0.195 II 0.198 23 13755 II II 6 II 8400 0.193 gs \8 NII II �I �II I �I �II I �I �II I 6 11368 �I �II I 0.193 �I �II I 9 10845 911 �II 10 8400 0.193 911 �II 0.193 12 8465 911 �II 13 8906 V, II "II 14 9013 II 15 8806 0.202 16 12203 0.280 17 10494 0.241 18 10316 0.237 19 12837 0.295 20 10060 0.231 21 15485 0.355 22 10235 0.235 23 8453 0.194 24 8453 0.194 25 8453 0.194 26 10253 0.235 II 14 0.195 II 15 0.194 16 II 0.195 17 II 18 II 19 II 20 II 21 II 22 1123 L- -1 L- J L -- - J L -- - J L -- - J L -- - J L -- - J L -- - J L ---L L------- - 84.08 70.00 70.00 70.00 70.00 70.00 70.00 70.70 62.77 129.34 7 M \ \ I F 60 L- --- MIN. LOT AREA -CORNER LOTS 10,200 S.F. MIN. LOT WIDTH AT SETBACK - CORNER LOTS 85 FEET MIN. LOT WIDTH AT SETBACK - CORNER LOTS ABUTTING 179TH ST W. 110 FEET MIN. LOT DEPTH - LOTS ABUTTING 179TH ST W. 150 FEET MINIMUM STEBACKS (RS -4) FRONT 25 FEET 766.89 7 FEET SIDE (STREET) 20 FEET REAR A SIDE (179TH ST W.) DRAINAGE EASEMENT----.OUTLOT REAR (179TH ST W.) o 4 11247 0.258 S LINE OF THE SW 1/4 6 10494 974.38 �t 0.241 r LLE 915 LLE 915 LLE 914.5 LLE 914.5 LLE 915 LLE 915 LLE 915 LLE 915 LLE 915 0.234 10 8400 L J 11 8400 0.193 L_ J �� T n / /� I I\ T \ /LLE 915 0.234 LLE 915 LLE 915 I--� LLE 915 14104 0.324 U /-\ C\ U x l /-\ C� x x Ux �/ U \1,--�-I x 0.234 2 8400 0.193 3 8400 0.193 4 8480 r-- 5 15794 0.363 OUTLOT D ------, - - - - - OUTLOT E M \ \ I F 60 L- --- MIN. LOT AREA -CORNER LOTS 10,200 S.F. MIN. LOT WIDTH AT SETBACK - CORNER LOTS 85 FEET MIN. LOT WIDTH AT SETBACK - CORNER LOTS ABUTTING 179TH ST W. 110 FEET MIN. LOT DEPTH - LOTS ABUTTING 179TH ST W. 150 FEET MINIMUM STEBACKS (RS -4) FRONT 25 FEET SIDE (HOUSE/GARAGE) 7 FEET SIDE (STREET) 20 FEET REAR 30 FEET SIDE (179TH ST W.) 30 FEET REAR (179TH ST W.) 50 FEET Block Lot Area (d) Area (Ac.) 1 1 10201 0.234 2 8400 0.193 3 8400 0.193 4 11247 0.258 5 9269 0.213 6 10494 0.241 7 10494 0.241 8 11201 0.257 9 10175 0.234 10 8400 0.193 11 8400 0.193 12 8400 0.193 13 10202 0.234 0.193 11 14104 0.324 2 1 10201 0.234 2 8400 0.193 3 8400 0.193 4 8480 0.195 5 15794 0.363 OUTLOT D 57034 1.309 OUTLOT E 3 1 10329 0.237 2 14170 0.325 3 13331 0.306 4 12536 0.288 5 12661 0.291 6 11796 0.271 7 11150 0.256 8 10790 0.248 9 13226 0.304 4 1 11746 0.270 2 13450 0.309 5 1 12751 0.293 2 10500 0.241 3 10500 0.241 4 11088 0.255 5 9715 0.223 6 9546 0.219 7 9546 0.219 8 8580 0.197 9 8580 0.197 10 8580 0.197 11 9197 0.211 12 9545 0.219 13 9812 0.225 14 9028 0.207 15 8400 0.193 16 8400 0.193 17 8400 0.193 18 8400 0.193 19 8400 0.193 20 8400 0.193 21 8484 0.195 22 8615 0.198 23 13755 0.316 6 1 8400 0.193 2 8400 0.193 3 8400 0.193 4 8400 0.193 5 8413 0.193 6 11368 0.261 7 8400 0.193 8 8400 0.193 9 10845 0.249 10 8400 0.193 11 8400 0.193 12 8465 0.194 13 8906 0.204 14 9013 0.207 15 8806 0.202 16 12203 0.280 17 10494 0.241 18 10316 0.237 19 12837 0.295 20 10060 0.231 21 15485 0.355 22 10235 0.235 23 8453 0.194 24 8453 0.194 25 8453 0.194 26 10253 0.235 27 8511 0.195 28 8437 0.194 29 8504 0.195 PROPERTY IS ZONED RM -1 BUT IS BEING DEVELOPED UNDER RS -4 STANDARDS. Block Lot Area (0) Area (Ac.) 7 1 13152 0.302 2 10500 0.241 3 10550 0.242 4 11682 0.268 5 8865 0.204 6 8865 0.204 7 8893 0.204 8 10200 0.234 9 8400 0.193 10 8400 0.193 11 14104 0.324 OUTLOT A 116027 2.664 OUTLOT B 55401 1.272 OUTLOT C 21626 0.496 OUTLOT D 57034 1.309 OUTLOT E 7779 0.179 TOTAL 3493863 80.208 179TH ST ROW 226409 5.198 LOCAL ST ROW 569778 13.080 PILOT KNOB ROW 131927 3.029 ROW TOTAL 928114 21.307 NET LOT AREA 2565749 58.901 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Date: 5/5/2015 Date: Revision: 03/27/14 Original 06/17/14 Revised : City Comments 08/14/14 Revised 09/05/14 Revised 11/14/14 Revised 12/17/14 Revised : City Comments 01/19/15 Revised 03/17/15 Revised 03/31/15 Revised 05/05/15 Revised PHEASANT RUN OF LAKEVILLE LAKEVILLE, MN For Review May 5, 2015 Preliminary Plat Set Preliminary Plat (West) SHEET 2 of 13 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PR1-FINAL PLAT-PF.dwg 2 7 12 5.14 � - - - - - - 245.37 240.14 ----� s� \ 200.41 ,� C 5 1 OL E \\ 1 OL F / 1 \ \\ / / �� - OUTLOT G 5 moo\ / J / � 1 131 s \� / 64 � $6R � \ m\ / 163 / L'' s /M � i 2 0 / 280.00 196.57 ---1 -70.00- 70.00 10 10 70.00 -70.00 �e� \ \ \ 99.00 - - - - - r - �, p4�\�,-a503 \ \bO \ ��� J / �- 7 -I� 8 �� g� 10�I 11 \ \ �� 97.58 � -\ n 9/p� 0�1/ \ \s� \�G �\ \�// i/ Op �s //6 \ \ 7 0l I of I to I of S9 \ \' 63 \ \ o �I I o1 1 0 1 �I 14 > \ / \ \oo \ ,o_oo_ \ \ \ \\0 \ \ / / / m0 310g / / \ \ 1 \ \ \ oo \ \ \� X2.51 70.00 70.00 10 10� 70.00 70.00 \o \ 8 3 \ / 4 \\`r0 \ ion \ 6 \oo \\ � / � 02 \ \\ �Vk -e _ _ _ _ ELEMENT AVE 6 � , �' 0 74$3 �°°b 1-- 3 \ \�00 \ \ 15.00 /2 \ \ lso \ \ 70 93_ 1- 20.00 -70.00- -70.00- -70.00- \ $665 \ �s � \ \\ \\°°4/ I '91°4 00 0�I10 01 I of I 01 co I o 0 0 0 Ir4 0I I r-4 I rqI 0 0 ' I C ,\ �/ / \\��O \\ /�J L- _ J L- _J L- 3 -J L / I �I 0346 > 00 / \ \'00 \ ,460 70.00 70.00 70.00 ^�/ tib/ 3 \ / i a4 _ 1�/ / °/ \ \ \ \ 17 \/ 34.50 - 99.89 - -75.61- 2133 / 11 l l 4.41\f / A`'�� C \ \ �o \ \ /3 / 10 9 8 3 / / 61.33 �°� / ^ \ \ \ \ •00 � \ 36 p ^ p% \ \ \ I I I I 0 / \ \� \\ 16/ \V-1 I IN of \ 00 / \ OUTLOT C a'���,� ��. 00 \\%� \ °°° <11 \IIS SII /10 v 33.1 133/ -\1 \\ 15 70.00 °. \ \00 \ \ /°.°�� / 11 \ \ 1�0 \ 70 Fp __042 _ \ \o \--- _� I ---J L 06 8�8l^° / 8S8S� I- - 7 \ \ \ \ 14 62 / \ \ \ \ �'3 '� \i .73 13.56 54.95 � 00 I I 6 0 M 70_00 F6--� 120.00 0 I I �I14 ^I 0' Ico I" 01 1 6 IGi r, Ln 0 0 I I I0 F 4 0 120.00 0 70.00 0 85.00 0 I I I L- 120.00--� 13 F-- - Io - 01 �I I I Io 20 to 1 I S r4 120.00 L_- 120.00 --- - - - - I------- II Io 19 to 01 1"06 / I 1 1 1 1 - � 10112 1 - __j F-- - 10 - qI 6 L-70-00- J Iq 8 L-70-00- J 00 10 Ln I00 J L_------ F-- - - - - - ol of 120.00 to 17100 0 M 70_00 F6--� 85.00 0 I I II ^I 1 ■ 1 ■ 1 ■ 1 ■ 1 ` 1 • 1 ` 1 ` 1 ■ 1 • I" 0 I 1 IO 70.00 I I I0 F 4 I -J I L5 5 T 70.00 70.00 01 85.00 2110 7-1 II F6--� 10' 0 I I 10 ^I 1 ■ 1 ■ 1 ■ 1 ■ 1 ` 1 • 1 ` 1 ` 1 ■ 1 • I" II -J L----1 0.194 70.00 85.00 0 / / I I 70.05 I ��/ 9 ` \ �/ I I \\ \ 13 > �� \\00 ELDER AVE _ 13 \00 /\ 11 I I 0 / \ \ .0 0 ' 27.05 54.95 I-_70.14_-/ \\ I I 12%14 \\ \\ / / �.�---� L6.89 J l \ \ ,1 S� l h l p \ \ l /'\ \ 1?0 00 I I / /119 94 / / \ \ \00 \ \ \ °° 77.94 46� 6 ��. 10/ OUTLOT H , c \\•O 1 0 ZZ o /l 30 /30 \ \ \00 /o <\ \ \ / ,\ \ \ \°o I I 7 1 100 \ \/ \ 10/ o\ \ /Op / °�° / \ \ _ _ \ \/ � / \ \ \ 62.87 \ 1 7g ` 6 1 \ 4 F/l \ ��/ / \ \ 1�0 \ \�o \ �2� 62 GM / 9 ° \z� q wqy� / 16 �\ heti 5 / a/\ \ X00 g63�C \ \ \ o 4 ^p/ �� ��\Z�QOO OUTLOT 1 22 / / / / �, \ \ /�ti °h�� 6 \ \ ��0 \ \ /X000 / / / / �/ / / M� 3� /\\oo 23 8 �, / 17 64 -J` 24 / o / � / // & - --/ /� / 2 9 / ^°/ L - 120.00 1• 51 0 1�0 °0 \ / o/ \12 0 m Fn 30 30 I 30 1 30 Ij L 12: U W I 13 30 30 �I 18 I - J o l / R/ o / 120.00 M 4 \ ` 14 \ \ 1 W1 / /�/ \\ I I 1m I - 7 j N m I i \°° /o / % - 120.00- I 15 \ \ \ \ o0 �1 o/ 00 6 /o � �16 (R \ \ / /\ S>\ZS 225.00 70.00 -70.00- - 85.00 84.48 - 59.85 'I 7 \ \ \ \ o \ ^ O \ 1010 -- - -- -- 1 \ o \ 10.00 _ �� / > 3 \ Zz° /o / �/ / 4 I I I I 2 I I 1 I I I 1 I 2 1 1 \ \ � \ \ 7p p0 � \" " " - � \- 69.60 \S°° a\ /^ / / �� I I I I I I I w 1 0 \\ \� � , J \- 6g.6p - � � gs \/ 5 /o / y o 0 0 0 o a No \ 1 0 �7� \i 6g / 3 1�\ / �I1-1 .0 `- - _ 85.03 II I I I I I I o I I I 76.10 FC41P 18-3,1 L - 85_57 - - - - _ 5 I1010L J L J L J L----1 - .82 -I 70.00 70.00 85.00 30 I 30 80.46 5.40 8p.47 ti \Zz3. ° \�, �_�'7,-\ `� \ \ 1 1N \ to \ 100.00 100' OLJ C* m \ / o \ 8500 '/ 30 �� Z/g�3j 434i6�4/ �\ \ \ \ \ \ o \ 1 1 1 7 4 X27 / 1°4 2 ' o M 15 h�z0 ti �0 �O • / nj / -71 S6 ��ti \ �� \^ 113 S6 \ o° 49_23- 16.22 70.00 70.00 70.00 70.00 69.97 66.89 7.1 0 .e \ 120.00 10' 14 1 1- 10' 22 to ^I 1 ■ 1 ■ 1 ■ 1 ■ 1 ` 1 • 1 ` 1 ` 1 ■ 1 • I^ 30' $454 0.194 O120.00 � 0 / / I I 70.05 I 0 I I 0 I I T 70.00 I 70.14 I 01 I 2110 I I I L- 120.00--� of I F-- - - - - - 01 o) �I I I Io 20 to r4 r4 S r4 120.00 N F-- - - - - - oI II Io 19 to of 1"06 / I 1 1 1 1 - 120.00 - - - 1 - __j F-- - - - - - 01 a1 6 L-70-00- J I 18 too 8 L-70-00- J 9 L-70-13- J-82-49- 10 1 120.00 1 ` F-- - - - - - ol of :■11 to 17100 :■1. 1 ` 0.471 OUTLOT G 120.00 0.852 OUTLOT H 70978 1.629 OUTLOT 1 :■11 1610 01 1 • to of :■11 1 ` �-----J 120.00 1 5 F----------1 :■11 1 ` f o of to 15 106 1 1 120.00 1 F-------� :■11 1 • :■11 1 ` 14 Io of 120.00 I- ol 10 61 1 13 1� L_120.00 - 1 ` :■11 1 ` 0 1 ` 0 01 1 ` to I :■11 12 L- 120.00--� 01 Io 01 11 to L_ -CD 120.00 0 0 0I Io I 10 L- 120.0000 --� q I l m 10 I I IM \ Zl8 g 100.00 100' OLJ C* m \ / o \ 8500 '/ 30 �� Z/g�3j 434i6�4/ �\ \ \ \ \ \ o \ 1 1 1 7 4 X27 / 1°4 2 ' o M 15 h�z0 ti �0 �O • / nj / -71 S6 ��ti \ �� \^ 113 S6 \ o° 49_23- 16.22 70.00 70.00 70.00 70.00 69.97 66.89 7.1 0 .e \ I Area (0) 10' 14 1 1- 10' © © ® 1.11 1 1 1 11 1 :■11 :■11 :■11 :■11 1 11 :■11 1 ■ 1 ■ 1 ■ 1 ■ 1 ` 1 • 1 ` 1 ` 1 ■ 1 • 0.193 30' $454 0.194 ` � 0 / / I I 70.05 I I I I I I I I I T 70.00 I 70.14 I \ � N I I I I I I ti I I of of I of I of I I of I of I I �I I I r4 r4 r4 S r4 S N 2/��/ II II II II II II II I 1"06 / I 1 1 1 114 1 1 1 1 1 1 1 1 I 3 I 4 1C�1 L- - J L J 5 L-70-00- J 6 L-70-00- J 7 L-70-00- J 8 L-70-00- J 9 L-70-13- J-82-49- 10 92.04 87.29 © :■11 1 ` :■11 1 ` :■11 1 • 14_-\ 5� 692 I'll ' '/� I 70 I \ \ \ \ \ \ 4 ----- ___-- -''' 00 �----- �� WETLAND CONSERVATION EASEMIENT 622.06 - - -- I ` ---- I ---------------- -__-------- � OUTLOT J _ Lo LLE 915 LLE k5] F- A T r- 1522.47 LLE 916.7 LLE 916.8 LLE 915 LLE 916.4 LLE 916.6 LLE 916.7TLLE917.1 L JLLE 917.4 60 _ x L_I LLE 916.4 LLE 916.1 LLE 916.8 LLE 916.5 LLE 916.3 ---- -------- I ROW TYPICAL LOT SETBACKS AND EASEMENTS 7' 5' Block Lot I Area (0) 10' 14 1 1- 10' © © ® 1.11 1 1 1 11 1 :■11 :■11 :■11 :■11 1 11 :■11 1 ■ 1 ■ 1 ■ 1 ■ 1 ` 1 • 1 ` 1 ` 1 ■ 1 • 0.193 30' $454 0.194 ` � 1 11 1 ■ © :■11 1 • © :■11 1 ` 0' f U aw © 1 11 1 ■ �' :■11 1 • :■11 1 ` :■11 1 ` :■11 1 ` :■11 1 - LUN t/1 C7 0.193 12 8400 0.193 1 1 :■11 1 • ® :■11 1 ` :■11 1 ` :■11 1 ` 16 o(D 0.193 17 8400 0.193 1 � 1 11 1 ■ L - 0 20 1 10' 21 © :■11 1 ` :■11 1 ` :■11 1 • :■11 1 ` :■1. 1 ` 0.471 OUTLOT G 37552 0.852 OUTLOT H 70978 1.629 OUTLOT 1 :■11 1 ` © :■11 1 • © :■11 1 ` :■11 1 ` © 1 11 1 ■ �' 1 11 1 ■ :■11 1 ` 1 1 :■11 1 ` ® :■11 1 ` :■11 1 • :■11 1 ` 1 1 © :■11 1 ` :■11 1 ` © :■11 1 ` :■11 1 ` 1 11 1 ■ :■11 1 - :■11 1 ` TYPICAL LOT SETBACKS AND EASEMENTS 7' 5' Block Lot I Area (0) 10' 14 1 1- 10' 0.210 30' }� 0.193 30' $454 0.194 4 8437 0.194 5 1 8437 0.194 6 8437 0' f U aw 9814 0.225 U co ~ aco w 10730 ~Ijj N 9 10974 ~ 10 Ln U 0.193 11 LUN t/1 C7 0.193 12 8400 0.193 13 8400 Z)a 14 8400 Z)a 15 o(D 0.193 16 o(D 0.193 17 8400 0.193 18 L- -24 25' � -1 L - 0 20 1 10' 21 T25' 1 i 10' TYPICAL LOT SETBACKS AND EASEMENTS 7' 5' Block Lot I Area (0) jArea (Ac.) 14 1 9167 0.210 2 8411 0.193 3 $454 0.194 4 8437 0.194 5 1 8437 0.194 6 8437 0.194 7 9814 0.225 8 10730 0.246 9 10974 0.252 10 8400 0.193 11 8400 0.193 12 8400 0.193 13 8400 0.193 14 8400 0.193 15 8400 0.193 16 8400 0.193 17 8400 0.193 18 8400 0.193 19 1 8400 0.193 20 8400 0.193 21 8400 0.193 22 850$ 1 0.195 OUTLOT F 20500 0.471 OUTLOT G 37552 0.852 OUTLOT H 70978 1.629 OUTLOT 1 58892 1.352 ❑UTLOT J 279016 6.405 TOTAL 3493863 80.208 179TH ST ROW 226409 5.198 LOCAL ST ROW 569778 13.080 PILOT KNOB ROW 131927 3.029 ROW TOTAL 928114 21.307 N ET LOT AREA 2565749 58.901 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Date: 5/5/2015 Date: Revision: 03/27/14 Original 11/14/14 Revised 12/17/14 Revised : City Comments 01/19/15 Revised 03/17/15 Revised 03/31/15 Revised 05/05/15 Revised PHEASANT RUN OF LAKEVILLE LAKEVILLE, MN For Review May 5, 2015 Preliminary Plat Set Preliminary Plat (East) SHEET 3 of 13 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PR1-FINAL PLAT-PF.dwg 75 PHEASANT RUN OF LAKEVILLE Dakota County PK Nail with is Li; ; o Section Township Range ---- "� (Found Dakota County Cast Iron Monument) :3- r� w I / /\ —1— n /\ /\ 1 1 I -r \ . r- i� -r n -r r- i� i` r- /\ /\ I r\ n r� r\ I —1— 1 /\ ► 1 r� n 1/ /\ -1- n /\ /♦ 1 IA I -I-\ r r-i� -I- n -1-r-i1 1 1 /1 K 111\11 1 1 1 1 1 1\1 KII \1 1 Y `. I 1 <`� L/ / 11 \ ♦/ I / 1 \/ ♦/ ♦/ I Y / I L— �/ 1 / 1 1 L— I/ �/ L— ♦/ ♦/ I V L/ / 1 L/ L/ 1 I 1 \/ I V L / / 1 1 \ / 1 / \ \ / ♦ / ♦ / 1 V 1 / L — / 1 / 1 I L — / 60 C.S.A.H. NO. 58 (170TH STREET WEST) � I N� Ad Nca z Y F- 0 J N M C5 a SEti�� g�TE ri Vicinity Map Section 12, Township 114, Range 20 No Scale 0 50 100 200 300 Scale in Feet Bearings are based on the South line of the Southwest Quarter of Section 12 is assumed to have a bearing of N89050'35"E. o Denotes 1/2 inch by 14 inch iron monument set and marked by Minnesota License No. 22036. Denotes restricted access to Dakota County per the Dakota County Contiguous Plat Ordinance. No monument symbols shown at any statute required location indicates a plat monument that will be set, and which shall be in place within one year of the recording date of the plat. Said monuments shall be 1/2 inch by 14 inch iron pipe marked by License No. 22036. J Rehder and Associates, Inc. SHEET 2 OF 3 SHEETS < zI 75 < yi -- -------------S8-9044'2.1-"E -- -------- 100.00 0 0 N rn c n c H N 0 4-1) o NL L M Cy U) a� JZ - 0 0 0 0 v � c o n W L0 0 z co O z O J CL M (5 z I W Q z Z) O U ie PHEASANT RUN OF LAKEVILLE INSET SRQ°aa'91"1- A70 07 589°44'21 "E 579.97 - - 179TH 0. (SEE SHEET 2 OF 3 SHEETS) 3•p7 � / O rn �•' z N ? oD 6? N � N 7,- . C .Cn N R--2-000-00 p=25°35'04" 893 07/ 1381'26 `r -z 30 V 0 30 7%2.68 �` i �^ ^ o 000N o o I_rn °N Dorn LO 0.00. � <<v 321.33 321.33 �a' ^o' p p=22° S-'1100 r ' OADI °56'14 g3544 O 89.888 - r� R p;8 1 E "� p=2034'30" REG `/ \S>O° /� 1 9 7 E o ST 1` N T 1 w l �s st4, l p=18°57'23„ co `' 2$' N OUTLOT B, F V, R=100.00 ---- 78.78 ', _ ^ °° 2 °o \ 33.09 ,� -0 (PROPOSED 70.80 0=2°1 1 �, ° / ' ° 3 ; I 67.54 „ p=1°58'09 ° °ham ^/ 10 30 / i'' 76 n ao 235.05 0) , BSFI �UF 79.78 70.00 a ° too 70.00 25.15 59.86 ^�C /c/b 38.61 , o=1 00• " /hco 1 ^�° °39'54" 4 a 30 30 30.00 30.00 Q co v^ -L L1J CO 0 N89°4421 "W ^� 30 30 TLOT A 110.00 Ln L1j `-I. 60 OI 10 016'`7„E 06911%59'' I WI 8Co I� 1 N I r^7 L - N89°44'21 "W i I� I I wl I WI I I �IC6 I I �I to LO to LO to to 01 of I 4 0l I� of I? F _ n 5 NI I N z1 1 3 ZI 1 2 z1 I 1 I w z oL------ J z N89°44'21 "W �i �o��h 110.00 In F - - _ 30 30 / \\ °0g 3'1 L!L -J L-----� rn 1� w L ----J ° 1' 03 ' '\ o S 5 L- A=1°33'0%J / A \ ^�30�� 3 ' 59.83 L7, ,5p0 70.00 70.00 25.14 59.86 80.38 p=1°52'43 - _ 385058',58-E 3042.60 30 30 in o.., p 2°14'08 - - - - _ _81.98 S�31;• �N - � � _ 06"E 2x / \°s 8, LLJ N °O 0 _ n N w II to NI I� 3 o I I� 4 01 100 5I / N I J o1Nz NI ipl I� 2 o I I� a ZI I of IN �I IN 6 �/ /o / g 1I V' z w �1 1 Ln 'q\\10 II� zl I \'RS I I z1 I^ ZI I^/ /0 7 '�/ `\\s�O° /o h� ,�° �� ^I z 1100 I I I I �/ /� / 1� o , /o' �' �' ' I LU Q I I I I I '9 ., I I I I Lp=7°13'53" J L 0=7°13'53" J I I p=1°52'43" -J .66 2" 668 J 66.89 66.89 L �-661353') /l 11 h l \ l l� \ ��° \ 4. p=2°27'44" - - 72.46 _ 8g `5° `/ `� 30 30 94.97 p=28029'04" R=500.00 622 _ 63 �p /o 255.75 / 5 2 224.97 p=8050'27" 42.19 8340S89°44'21"E p=2°17'56" 89.88 6°32'31 WAY R=^vVA °_10'0_1' =1084pAVENUE Q500�=p0-- S od 1p >O °69.49 2" 1°44'5 63 49.0 70.00 70.00 5.97 3 _1°4 10r o3p=0� �so-�0 \ F /l o I l0 4,/ / N �° wI I WI I �I I �I I I I NII IIo �I I oI I� 11 SII IIN 12 zj �N 13 N;/ /oN / /� �9��s \ /� \�0°0�4� a,l to 0)I 10 �I to �I to I - I ^I I 10 ° z °h/ / 3 �I l0 4 to l0 5 nI l0 6 �I l0 7 I N of g of IN g I IN zll II // OI IN OI IN of IN of IN IN �I ZI I� ZI I I I I I I / / 14 °h"'/ /°°Ln zl I zl I zl I zl I Iz I I I 3 I I I-----� L // �'/ /� 15 / / 4 / h� I I I I I I _ J L---- 62.03 / / I 66.63 � - J L - 72.90 ° E S88°21 ' 13"E 62.0 3 /M"� �S>O° o L -- - L ----J L ---- L ----J L---- 11010 L-73.16 ° N8251'18" S78°11.12„o' ��\ X0\44., l^ L 18 E / 94.00 70.00 70.00 71.41 76.02 76.02 ° N83 OS' E 6 N84 53'21"E X64 0 114.00 S89057'00"E N88030'00"E N86°40'39"E �O°30• 120.00 0 14. 6 ^/ S89044'21 "E E � S89044'21"E 933 31.68--,-,•,, �o N �,\ 'X006 /A `\ 5 / 2 S�O�O06 \\� v /�� ��O'0,5'-, \ leo. S89°44'21 "E `^' W ° \Opp F V� N 120.00 N OUTLOT C"V 1 1 z °ham / 4 / `� S 6 /o 0o ^ S89050'35"E S89°23'03"E ° _ °°/ 2000 \ �l /� \°Os 420.00 74.06 S83 46'47"E -------� - N0°15'39• 81.984 SjSo / 2 °/ 2�°O\�� 0 30 60 120 180 E 4,7:2E / / � S89°44'21 "E 120.00 21.74 � 46.47 �'• � Sj s / ° / o° w / \ 00 �2poo4F //�° / / 7 // Scale in Feet 0 32 3 ° o , /o ro / �\\8\°O \� /(0,1 ° / CO Zo ; A10 �8 /�°0 4 `°/ / FC °O / h" °` /^� /° / �/p --1°Bearings are based on the South line of the Southwest Al /0 3 / / s,o°o544,SF ° Quarter of Section 12 is assumed to have a bearing of / W = /^ / So 00 �, °° N89 50 35 E. °Q) •'" `` L4--6o49:? 4 s2v °4g, / l to VFN o Denotes 1/2 inch by 14 inch iron monument set 0 63,38 l l^/1� ,2p � and marked by Minnesota License No. 22036. O Denotes restricted access to Dakota County per x=10°04, �° ; 83 ° the Dakota County Contiguous Plat Ordinance. Q) R= 0, so° 03 , o° 8j8, F 30 O UTLOT D 1p°04'n , , I'> >>'' l� S6 a-26 o 3354 'SS R, 2 X 00 6 -i - - S89050'35"E - 164.73 - S89050'35"E ---------------------------------------------- rn -. ^ � O UTLOT A Drainage Easement per Document No. 1464761-----------, 974.38 766.89 -%*N89050'35" W 1134.38 Southwest corner of the Southwest Quarter ------ South line of the Southwest Quarter of ----------- of Section 12, Township 14, Range 20 (Found Section 12, Township 114, Range 20 Dakota County PK Nail with disk) r\ A 1 -1- A /\ /♦ 1 1 n I -I- A -1- r- /I 1 I / I Ii( 1 1 I / 1 I 1 1 I 1 1\ 1 I Y L / / 1 1 \ \ / 1 / 1 \ / \ / \ / 1 V I 1 82 s9 V N,O°0� , 43 RS , BSFI �UF 00�� a ° too �) '�nj=1701,061, \ --------------- ^�C /c/b 38.61 , 1 � 00• " /hco 1 ^�° 4 a 30 30 30.00 30.00 Q co v^ -L L1J CO 0 N89°4421 "W ^� 30 30 rye I LiJ LiJ cc Ln 110.00 Ln L1j `-I. 60 OI 10 �1 NI 8Co I� 1 N I r^7 L - N89°44'21 "W I - J I I 01 0 of g �IC6 I I oN L-------� z X N89°44'21 "W O N 110.00 N o F _ ^ -0) OI 061 10 I� 0' o w z oL------ J z N89°44'21 "W �i 0 110.00 In F - - _ 30 30 N 1 ,=21°24'30----::- I D 39.23 "A ° rn rn 1� w ° 1' 03 ' '\ o S 5 6 5 S � 66 o\ X o °a ' 12 L7, ,5p0 ° OtK 1� 80.38 p=1°52'43 - _ 385058',58-E 3042.60 30 30 in o.., p 2°14'08 - - - - _ _81.98 S�31;• �N - � � _ 06"E 2x / \°s 8, LLJ N °O 0 _ n N w II to NI I� 3 o I I� 4 01 100 5I / N I J o1Nz NI ipl I� 2 o I I� a ZI I of IN �I IN 6 �/ /o / g 1I V' z w �1 1 Ln 'q\\10 II� zl I \'RS I I z1 I^ ZI I^/ /0 7 '�/ `\\s�O° /o h� ,�° �� ^I z 1100 I I I I �/ /� / 1� o , /o' �' �' ' I LU Q I I I I I '9 ., I I I I Lp=7°13'53" J L 0=7°13'53" J I I p=1°52'43" -J .66 2" 668 J 66.89 66.89 L �-661353') /l 11 h l \ l l� \ ��° \ 4. p=2°27'44" - - 72.46 _ 8g `5° `/ `� 30 30 94.97 p=28029'04" R=500.00 622 _ 63 �p /o 255.75 / 5 2 224.97 p=8050'27" 42.19 8340S89°44'21"E p=2°17'56" 89.88 6°32'31 WAY R=^vVA °_10'0_1' =1084pAVENUE Q500�=p0-- S od 1p >O °69.49 2" 1°44'5 63 49.0 70.00 70.00 5.97 3 _1°4 10r o3p=0� �so-�0 \ F /l o I l0 4,/ / N �° wI I WI I �I I �I I I I NII IIo �I I oI I� 11 SII IIN 12 zj �N 13 N;/ /oN / /� �9��s \ /� \�0°0�4� a,l to 0)I 10 �I to �I to I - I ^I I 10 ° z °h/ / 3 �I l0 4 to l0 5 nI l0 6 �I l0 7 I N of g of IN g I IN zll II // OI IN OI IN of IN of IN IN �I ZI I� ZI I I I I I I / / 14 °h"'/ /°°Ln zl I zl I zl I zl I Iz I I I 3 I I I-----� L // �'/ /� 15 / / 4 / h� I I I I I I _ J L---- 62.03 / / I 66.63 � - J L - 72.90 ° E S88°21 ' 13"E 62.0 3 /M"� �S>O° o L -- - L ----J L ---- L ----J L---- 11010 L-73.16 ° N8251'18" S78°11.12„o' ��\ X0\44., l^ L 18 E / 94.00 70.00 70.00 71.41 76.02 76.02 ° N83 OS' E 6 N84 53'21"E X64 0 114.00 S89057'00"E N88030'00"E N86°40'39"E �O°30• 120.00 0 14. 6 ^/ S89044'21 "E E � S89044'21"E 933 31.68--,-,•,, �o N �,\ 'X006 /A `\ 5 / 2 S�O�O06 \\� v /�� ��O'0,5'-, \ leo. S89°44'21 "E `^' W ° \Opp F V� N 120.00 N OUTLOT C"V 1 1 z °ham / 4 / `� S 6 /o 0o ^ S89050'35"E S89°23'03"E ° _ °°/ 2000 \ �l /� \°Os 420.00 74.06 S83 46'47"E -------� - N0°15'39• 81.984 SjSo / 2 °/ 2�°O\�� 0 30 60 120 180 E 4,7:2E / / � S89°44'21 "E 120.00 21.74 � 46.47 �'• � Sj s / ° / o° w / \ 00 �2poo4F //�° / / 7 // Scale in Feet 0 32 3 ° o , /o ro / �\\8\°O \� /(0,1 ° / CO Zo ; A10 �8 /�°0 4 `°/ / FC °O / h" °` /^� /° / �/p --1°Bearings are based on the South line of the Southwest Al /0 3 / / s,o°o544,SF ° Quarter of Section 12 is assumed to have a bearing of / W = /^ / So 00 �, °° N89 50 35 E. °Q) •'" `` L4--6o49:? 4 s2v °4g, / l to VFN o Denotes 1/2 inch by 14 inch iron monument set 0 63,38 l l^/1� ,2p � and marked by Minnesota License No. 22036. O Denotes restricted access to Dakota County per x=10°04, �° ; 83 ° the Dakota County Contiguous Plat Ordinance. Q) R= 0, so° 03 , o° 8j8, F 30 O UTLOT D 1p°04'n , , I'> >>'' l� S6 a-26 o 3354 'SS R, 2 X 00 6 -i - - S89050'35"E - 164.73 - S89050'35"E ---------------------------------------------- rn -. ^ � O UTLOT A Drainage Easement per Document No. 1464761-----------, 974.38 766.89 -%*N89050'35" W 1134.38 Southwest corner of the Southwest Quarter ------ South line of the Southwest Quarter of ----------- of Section 12, Township 14, Range 20 (Found Section 12, Township 114, Range 20 Dakota County PK Nail with disk) r\ A 1 -1- A /\ /♦ 1 1 n I -I- A -1- r- /I 1 I / I Ii( 1 1 I / 1 I 1 1 I 1 1\ 1 I Y L / / 1 1 \ \ / 1 / 1 \ / \ / \ / 1 V I 1 82 s9 V N,O°0� , 43 RS , BSFI �UF V ° a ° too �) '�nj=1701,061, \ --------------- ^�C /c/b 38.61 , 1 � 00• " /hco 4 a 30 30 30.00 30.00 Q L1J I • I -- LiJ .�. rye I LiJ LiJ L1j `-I. 60 S o \°044., N ^�C /c/b so / � S,0os0p"'s \ \ 564 /hco No monument symbols shown at any statute required location indicates a plat monument that will be set, and which shall be in place within one year of the recording date of the plat. Said monuments shall be 1/2 inch by 14 inch iron pipe marked by License No. 22036. Drainage and Utility Easements are shown thus: 0 5 -moi o ---i --J L 5 --- Being 5 feet in width and adjoining all side lot lines unless otherwise shown, and being 10 feet in width and adjoining all street lines and rear lot lines unless otherwise shown. Rehder and Associates, Inc. SHEET 3 OF 3 SHEETS 0 a 0 CIO 0 z Y 0 J d z a I LU F } I � I z � I o u OLA r-- r-- r-- r-- -��I 4 II 3 II 2 II 1 > �� 5 II II II II z w //6\\ I1 I I I EQUINOX AVE I I 1 �J--J L—- ----J L ---J ESSEX LANE —–I71TFfis% tlV• — — 1Zk00 � / 11+00 _ � I �- r OUTLOT B /10 TEMPORARY DRAINAGE AND UTILITY EASEMENT 11 4 2 I I I I I 11 6 -7 7 / I _ ENIGMAWAY— N/GMq 5 7----1 r ---I r ---I r---1 r __ J I I L--- II II II II I I II II r-----� I I I I I I I I I I I I I I I 11 12 13 I 1 1 3 I I 4 1 1 5 11 6 1 1 7 1 1 g 11 39 — j IL_-- J J L --J L_ --J / 14 // / 18 L ----J L ---J L ---J L ---J L ---J oL___J L_— `� m� 4,/ / ----------� ���` 15 —,/ /4e, r — — — — — -I I I 1 I I 19 I L— --- —J I 1 _ _ OUTLOT C L -----J L -----J TEMPORARY ACCESS EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT 1 \\ 12 ------------ fl II II II`II II•II SIZE SPECIES I PRESERVER (Y/N) SHEET INDEX 1811 Elm DRAINAGE EASEMENT 1 2 � 18•elm 8boxelder 41 •boxNder 6•boxelder OUTLOT A G omlder U MVEL=914.17 INV EL=914.10 INV EL=914.21 IL{I II r�f0' LJ 1 Cover &Tree Preservation Plan Boxelder Yes le 1211 �� Yes Il 1011 Maple Yes x 611 x x XL IY{I II Pine Yes 8 611 " x r --'j x 9 •II Maple Construction 10 1211 I Yes --r r----'� I I '-r------,� I I 11 II I I T____, I I _ J I J I I I I I L Ir 11 I I II LU r---1 1 L , L_. L'�I I r I � I II'll II 22 Landscaping I I I _, I I I I L--� I I I I I I -J I I I I I I I I I 1 r I I IL'll II U II x I I rf_--_, L-- I L --J I I L ---j L_J L_____J L____J L_f LJ L_Jx I �_J I I L_J L__J L__J I f II I I L L______- II I1\ __, I L_J II11 L____—__J Iu11 \\ 170'Sh r NGrth Trail ElemerlrarySchooI J Qeek'or 10W RtW 180b51W 31 wLINI=.'W =FfF ui111t1 1 52:7d.�,, ,... Lt31+it�r 18IIltl a• Emeralr/ r Nps; S; rl, - 1 '0() 1C l did .g E� Masur Pradl,r SEC11ON 12, TWP. 1149 RGE. 20 LOCATION MAP NO SCALE GOPHER STATE ONE CALL: 651.454.0002 - CALL 48 HRS BEFORE EXCAVATION �j� l > FMPo / RgRV p 4-, / , _ FC4/PS 7 < q\FgNO �Tlury FglrE o LU ELEMENT AVE Eco? PVE TEMPORARY DRAINAGE \ \ \ AND UTILITY EASEMENT BENCHMARK T.N.H. AT 173RD STREET WEST AND PILOT KNOB ROAD - ELEV. 928.26 IN L= 3�i5 / ,--- , 6 , _T__- `, 3 � _ CONSERVATION EASEMENT` —------- -- —� I / \ EL=914.01 Ir` EL -914.15 _ INV EL=913 09 V = 1 47 EL -914.26 1 44 INV EL=913.37 9(� INV = 1 .64 INV EL=913.44 10 o — — — 7 8• Ine 86'pine 12:pieple 12'mopla - -® I% LJ LJ I XI - l x 60 r- L r ----t �---, I I r----1 r ------ r_ I I r----, I I r-----� I �_ I I I L_ L�-� I 1 � L-1 � 1 � I 1 --, i i r --J r--� t r- I I I-- �--, I I I r--� L--, I-, I L__ j j / L_J L._J L -_J L____J L --j' L____J L__J Z__J L_ -J L__J L__J L__J L -_J r�_J -J ID# SIZE SPECIES I PRESERVER (Y/N) SHEET INDEX 1811 Elm Yes 2 811 Boxelder Yes 3 1 Cover &Tree Preservation Plan Boxelder Yes 4 1211 2 Grading Yes 5 1011 Maple Yes 3 Erosion Control 611 Boxelder Yes 7 4 SWPPP Pine Yes 8 611 Pine 5-8 Sanitary Sewer &Water Main 9 1211 Maple Construction 10 1211 Maple Yes 9-11 Storm Sewer Construction 12-16 Street Construction 17 Pilot Knob Reconstruction LU 18-21 179Th Street Plans LU 22 Landscaping 23-24 Public Utiity Coordinate Plan 25-26 Details BENCHMARK T.N.H. AT 173RD STREET WEST AND PILOT KNOB ROAD - ELEV. 928.26 IN L= 3�i5 / ,--- , 6 , _T__- `, 3 � _ CONSERVATION EASEMENT` —------- -- —� I / \ EL=914.01 Ir` EL -914.15 _ INV EL=913 09 V = 1 47 EL -914.26 1 44 INV EL=913.37 9(� INV = 1 .64 INV EL=913.44 10 o — — — 7 8• Ine 86'pine 12:pieple 12'mopla - -® I% LJ LJ I XI - l x 60 r- L r ----t �---, I I r----1 r ------ r_ I I r----, I I r-----� I �_ I I I L_ L�-� I 1 � L-1 � 1 � I 1 --, i i r --J r--� t r- I I I-- �--, I I I r--� L--, I-, I L__ j j / L_J L._J L -_J L____J L --j' L____J L__J Z__J L_ -J L__J L__J L__J L -_J r�_J -J ID# SIZE SPECIES I PRESERVER (Y/N) 1 1811 Elm Yes 2 811 Boxelder Yes 3 611 Boxelder Yes 4 1211 Boxelder Yes 5 1011 Maple Yes 6 611 Boxelder Yes 7 811 Pine Yes 8 611 Pine Yes 9 1211 Maple Yes 10 1211 Maple Yes NOTES: ALL SIGNIFICANT TREES TO BE PRESERVED. NO TREE REPLACEMENT NECESSARY. Legend Existing watermain Proposed watermain Existing sanitary Proposed sanitary Existing storm >� Proposed storm Existing hydrant 0- Proposed hydrant Existing gate valve 9 Proposed gate valve Existing manhole 0 Proposed manhole 0 Proposed catchbasin Silt fence 5' Sidewalk ------------------- Bituminous path ® Existing tree Contacts Developer/ KJ Walk, Inc. Luke Israelson Engineer/ 6001 Egan Drive, Ste 100 952.826.9068 Contractor Savage, MN 55378 City City of Lakeville Zachary Johnson 20195 Holyoke Avenue 952.985.4400 Lakeville, MN 55044 Charter 16900 Cedar Ave. South Don Bartell Communications Rosemount, MN 55068 952.367.4245 612.919.2404 Dakota Electric 4300 220th Street West Sue Pariseau Farmington, M N 55024 651.463.6373 Frontier 14450 Burnhaven Drive Rod Hendricks Communications Burnsville, MN 55306 952.435.4661 MN Energy 2665 145th Street West Deborah Durrah Resources Corp. PO Box 455 651.322.8941 Rosemount, MN 55068 LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PR1-NEW.DW I r -I m Q 2 2 W H Q H Z Q 0 1 I� 9 5.78 :91 5.71 5.89 I I I I it II I' ••I I I� •••II II : II 1 I I I I I� •II I •II I II I •.I I III II II II I I I I I I I °II •II ,11 'II 30 I I I L3 •11 / RCP 1.00 Wo 15 RCP HOUSE TYPE L5 12 LLE=1018.5SUGGESTED 1.00 L6 I � I 0.15 •11 �2i 12 RCP SIDE L8 18 26.0 G I I I I I I II I DRIVEWAY GRADE 11 'Il •11 II II 'll I I I I I I I I 'll I 11 •II II `II •11 � II I NTYPICAL 18 RCP FRONT YARD L12 18 I 0.35 Il 'll •II o I 1 ui I I II FF E-9-1 RCP CURB . II 1=19.5 _ _ CB151 3+00 18 TYPICAL LOT 0.26 T=922.14 �CBMH150� T=922.12 VV/ 0.22 L18 1=919.35 ' 1=919.34 0.22 L19 149 EX-CB14922.28 rEX-CB147 - EX-C6147A(M 2.05 T=6 T=922.26 2 � T=922.32 30 - 1=919.23 I'919_t$ >? LM, I I 0 0 en ----- \ \ o O o\ r / PO/ND ( N\4L=913.91 10yr/HWL=915 / 100 r HWL=91, 7.9 \\ +I xo\ / j ESSEX LANE I ESSEX LANE GRADE BENCH FOR TRAIL / \ NORTH OF 179TH STREET LLj" SOF o IT . 1 > Qb$ I _ / 0 19.20 N 0 _j I L7 5 3q ti�� + `s I `\ W I CBM H5 9 2 1 / / �'9 i��kpp W 4.37= \ / T-17.33 O �- o / o F � � �0 � kp0 2 PROPOSED LOT CORNER ELEVATION SURFACE DRAINAGE EXISTING CONTOUR PROPOSED CONTOUR LOT NUMBER HP r H = 1 I 1 GRADE BENCH FOR TRAIL 12 0 CBMH50 \ NORTH OF 179TH STREET � o \ / T=19.16 �/ 1gx O TEMPORARY STABILIZATION U 1 1 NTIL 1=14.63 906 \ I EXTENSION COMPLETED 910 MCBM?I74 FE72 -- - - - - ER71I 'S 1y.56 TB 9H59 okQQCB45(_14.95 6 m 57 12+0Q L - FE73 m E F T=21.06 , -17.71 1 1=14.97 00 0 920 / I-18.01 918 - NW GROUND WATER NG W 920 v WATER E - �y6 O BMH75 r 8 - 1Q+0Q + 20.8 C82+ O 7/ 7/14 = 915.33 0 O+ T=18.5 J 20.49 - / T=20.53 7/28/14 = 915.13 CBMH79 1=15.24 9'S9 - 9+00 - 05X T=19.35 L9, CBMH76 - �� U n / 1=15.27 4+25.236+69.8 ry T=19.26 _ 8+0 <-- - P -/ - - - --�- - --1 - - e - -{ Lam- -r --� =15.23 - �- NE GROUND WATER / w u" 2+00 3+00 0 5%__� 4+00 5+00 6+00 7+00 - 21.3 ` MONITORING FE47 / 19.70 - I WATE TIONS 00 - - ---�- - - - }. - - CBMH80 - �- CBMH77 <-� - �- /14 i 20.0 / tix T-18.79 - 7 O O •69��� 1=15.36 O T-18.96 - 3 / 8• 0,52%--> 4+71.27)J 6+69.86 m 1=15.69 - - -t \ O CBMH43 \ \ - --N F - - -I- - - i - -�-- - - e m P - -� yr HWL=9 6 / \ 26.5 T-21.6 4+00 5+00 _19. 19.39 100 r HWL= T-19.11 7 19.83 T 1950 y v I-15.67 I-15.75 1E46A 19.44 O 00c).260/0 1=14.39- o- ° 12"'RCP - - - _ +1 I II FE71 0 omo E F 12" PVC @0.2> 18.2 91 / ` 20.0 7 I. B - - --14.72 - - - - - oo °0 i� LC�MH4613I•III FE68 � L25 `�CB46C r =16.87 4 I I 5 4 8. / ti I III 1=14.71 12' R 0.26/° @ 0 12' I - -_ - -I I 8 98 1g„ / 1189 o RCP @ T-16.98 -14.62 I 16 R 27.0 7 / 1=918.98 CBMH68A- 12" PVC 0.26�o MCBH.6 I-14.98 1 2 I 27.5 I� I T=17.19 I- CBMH68B r [CMB7 I I I I /\ / \ �° WO I 11' II = 1a T-17.56 _ If' / 9 I I-14.94 I I I I I I 2 rQ0 s1MMH42 1=15.31 W \ � Il• I If 1o1s 1 FINISHED GRADE II•' II 16. I It II' III II II II RCP ELEVATION L2 30 18.0 0.23 L3 RECOMMENDED RCP 1.00 Wo 15 RCP HOUSE TYPE L5 12 LLE=1018.5SUGGESTED 1.00 L6 GARAGE RCP 0.15 L7 12 RCP SIDE L8 18 26.0 G 0.24 L9 DRIVEWAY GRADE PROPERTY LINE 0.27 L10 12 RCP 1.00 NTYPICAL 18 RCP FRONT YARD L12 18 RCP 0.35 SETBACK (HOUSE) CENTERLINE ui 0.22 L14 12 RCP CURB L15 100' rL STATION _ _ 1.00 3+00 18 TYPICAL LOT 0.26 HP r H = 1 I 1 GRADE BENCH FOR TRAIL 12 0 CBMH50 \ NORTH OF 179TH STREET � o \ / T=19.16 �/ 1gx O TEMPORARY STABILIZATION U 1 1 NTIL 1=14.63 906 \ I EXTENSION COMPLETED 910 MCBM?I74 FE72 -- - - - - ER71I 'S 1y.56 TB 9H59 okQQCB45(_14.95 6 m 57 12+0Q L - FE73 m E F T=21.06 , -17.71 1 1=14.97 00 0 920 / I-18.01 918 - NW GROUND WATER NG W 920 v WATER E - �y6 O BMH75 r 8 - 1Q+0Q + 20.8 C82+ O 7/ 7/14 = 915.33 0 O+ T=18.5 J 20.49 - / T=20.53 7/28/14 = 915.13 CBMH79 1=15.24 9'S9 - 9+00 - 05X T=19.35 L9, CBMH76 - �� U n / 1=15.27 4+25.236+69.8 ry T=19.26 _ 8+0 <-- - P -/ - - - --�- - --1 - - e - -{ Lam- -r --� =15.23 - �- NE GROUND WATER / w u" 2+00 3+00 0 5%__� 4+00 5+00 6+00 7+00 - 21.3 ` MONITORING FE47 / 19.70 - I WATE TIONS 00 - - ---�- - - - }. - - CBMH80 - �- CBMH77 <-� - �- /14 i 20.0 / tix T-18.79 - 7 O O •69��� 1=15.36 O T-18.96 - 3 / 8• 0,52%--> 4+71.27)J 6+69.86 m 1=15.69 - - -t \ O CBMH43 \ \ - --N F - - -I- - - i - -�-- - - e m P - -� yr HWL=9 6 / \ 26.5 T-21.6 4+00 5+00 _19. 19.39 100 r HWL= T-19.11 7 19.83 T 1950 y v I-15.67 I-15.75 1E46A 19.44 O 00c).260/0 1=14.39- o- ° 12"'RCP - - - _ +1 I II FE71 0 omo E F 12" PVC @0.2> 18.2 91 / ` 20.0 7 I. B - - --14.72 - - - - - oo °0 i� LC�MH4613I•III FE68 � L25 `�CB46C r =16.87 4 I I 5 4 8. / ti I III 1=14.71 12' R 0.26/° @ 0 12' I - -_ - -I I 8 98 1g„ / 1189 o RCP @ T-16.98 -14.62 I 16 R 27.0 7 / 1=918.98 CBMH68A- 12" PVC 0.26�o MCBH.6 I-14.98 1 2 I 27.5 I� I T=17.19 I- CBMH68B r [CMB7 I I I I /\ / \ �° WO I 11' II = 1a T-17.56 _ If' / 9 I I-14.94 I I I I I I 2 rQ0 s1MMH42 1=15.31 W \ � Il• I If II\ / I / I 1 �� II•' II 16. I It II' III II II II RCP 0.23 10yr H - 3 / I 4 I I 3 2 1 Q I I 9zn / 9 23.5 x T=23.28 / N 3) a - 1 1 I-13.99 - 100yr 7 7 / / I - 1 19.0 N 1 - 1.0 LLE=921.0 LLE=920. 5 20.0 / / \ 18.8 92� 0 28.5 28.0 LLE=9 / \ \ 9z4 I LLE=921.0 28.5 I I I I 27.5 .� 27.3 / 23.7 926 I I LLE=921.0 I 28.5 I \ / LLE=919.5 � LLE=920.5 � LLE=920.5 LLE=920.5 Z I - - - - - - ' W o 28.0 I 27.0 28.0 28.0 J.28.0 1 1 'WAY _ J a 25.2 25.4 / 2 27.5 .9 / \ \ 18. 26.8 EQUIN-O-X AVE N L - ENIGM42 24.6 / � � n 25. \\ \ .6 - FE41 20.0 O / I-13.69 L- - --J L-- J N (V4023.8......\ / - 24.7 25.0 25.3 24.9 24.1 I _ „ n� / LLE 9 6 2 .a 23.97 23.80 ���- -I�_ '✓/q VV 2 I I I t • ' 7. \.5 z4 _ +76.9 =6+88.4 CB62A 6+00 5+0� H P ?+00 \" Vq y , . 2411 25.9 / II II \ - 9+00 T-23.44 �- <-- , / \ / II II• 11 II I \ \ 26.8 �-o- -� o -HP - -1- - -- Tcz3711 � I II 24.9 5% > 3.4 1 I II 11' AI I I / � 914 24.7 � � I 25.1 III \ TBMH402 24.3 - I I� Ih II I I / 18. oh' - _ - I II' 2 .3 / �; I- I 223 .725.0 25.3 24.9 24.1 C3 1=zo.1s - 24 .0I ► I I W27.0 I 1=M�23H05.054 � LLE T=23.0 T=23.0 4l/ 2 I 23. 4 25.9 II II 1 0 27 27.o 26.8 127 . . . 0 W �^1 2•+ /'1 L=9L WO WO �L, W0 1 9 / 1 II II• II 1 I _LT 1 ,III IIII : . IV�IIII CD I II I 7.9,) 26 24.1 a I 22 I1I 27.0 2 0- 18 I = Q LL103 .9 E 9 4I I 4 I I I I I I II It II II II; III I --_ --- _-� - \ / 24. m 8 L 99.2 --- L--- --- I- EX-CB14611EX-CB145 II CB144 1 I I �N N N I 23. 17.9 T=920.13 T=920.22 I I y =920.33 FE144A m m m 1=917.15 268 . I =917.30 11=917.23 II =917.20 V - 1 I �- O 7 - - - - 916 I EX-CB144 I7' 1 I IIII IIII T1==991270..1393 \ I 1 1 I 9911 2 7 ° ` 5 / I I LLE::9 1 905' / 24.4 1 I II I1 I CB66A M 1 II II I I I I T=22.60 2 P1 9 0 1 14 21 POND G/3Cp L 9 9 2 I-19.60 2 5 CP 5 0 N W L=914.21 L-- LLE 4 ry = I ii ii I I 2 ..R 5% X23. J � 90 r7. 7.8 - 26.0 CBMH66 1 1 1 =22.73-- -- -- -- -- -- -- -- -- / / \\ / ox o 244 G / I I 14.70 18 8 T=14.50 - I I V LLE- 919.5 _ II I'I I! I I I I d1 I 7.5 7.5 7.5 17.5 17.5 17.5 17.5 17.5 I 27.0 - - FE II II II I L 9 9.2 2 s 75 I- / / \ 1 .8 11 I ° 1 N. '4411"W 1 W _ I I 'II I I 26.8 � Vk. I II. J I / / \ \1 / ry ` LLE 9 5 jl j11. 'SII I I - - a \ a 26. ti 23. I / 8. v / / 7 / .7 II II �I 7.8 - o \ I - In N / \ \ 23.8 18. o o / 19.5 / / \ .6 11+ , `. +00 '� FC4L / N / LLE=920.0 5 19. I ; II 1 I 26.8 y*• / 22• 23.0 LLE $E / 6g 1� 0\ s 1 •:ji I I I I I / / I \ 'vF / -9200 1 jI : 11 I II I g" / / ���- - - - +- - - 2e�- - II II 1 f l \ 18 15+00 16+00 17+00 I 1 �I x•11 1 1 � \ � 226.8 \ _ SW GROUND WATER II I II 1 I 12 MONITORING WELL - W / • 1 I \ \ \ ATER ELEVATIONS 1 1 I ofI I I 1 / 7/ 7/14 = 914.54 I / I I 1 11 7/28/14 = 914.24 I II I•J1 I � I '' / 17.8 s � II JII � 9s 11 I II III / 1 II {:II FE 92 12 3 ' 0" EQ. f�It PIPEI-ls.zs IN ` 14 - O - - IN EL- 96 O -- __-- IN EL =915 17.8 - > > 17.8 17.8 17.3 17.3 17.3 17. II I �I 16_ 1 I II j II - II -- 1I -918- 918.6 8"bnxelder 919.370, 918.339 1 1 919.919 91tT502- - 919.031 8 839 .8"e,m12"boxelder 1 1 II III x x x x 6"boxeld x x 917. I x gak it I, Il I r- J LLE 915 LLE 915 LLE 914.5 LLE 914.5 LLE 915 LLE 915 LLE 915 LLE 915 10" aple I I I JI II x X x x I I' II [] jl jl ll IIll II ` _T_ _ , r- - x I I'll I I 1 I I I I T--- 23.0 _ EBMH58 � / Z+OO e 8+00 +00 0+ 0 e T=1 1 19 2 +00 18 z2" 0. \ \ \/oma l / \ 6, i \ RIM L 9 8 5 \ - CB58A �� 1.7 �� v INV L /i5 \ 1 T=1s.o ?+ 1-15.14 00 �1.6g LLE 9 / 8 6 \ 6g o \ \ ^,q' `�'+ 17.9 CB60 / LLE 9 N ti�jo • 1 ' \ \ 7 5 �/ -- FE94 3 17.3 17.3 17.3 17.3 17.3 RAIN TILE U / 1=914.00 16:5 SWALE X1 CLEANOUT 4.10 - 916 - INV EL=914 " 2'- " FL=914.01 - - NWL=DRY INV EL=914 FE97 " FE96 14.15 _ - - -914- - - - - - - INV EL=9141=914.10, 1=914.0014.26 - - - - - -914- - 917.867 xelder 100yr HWL=917.23 FE99 V+• FE98 - - - 769 x x - I-914.10 i -916- - x 1914.00 dNbawaL lei x LLEK5 I 917.263 917.253 917.283 917.579 c- - REMOVE EXISTING ARCH PIPE -/LLE 915 8 90 916.130 916 LLE 915 X LLE 915 LLE 915 LLE 915 INSTALL 72'-42" EQ. ARCH PIPE x2 919 014 X LLE 915 LLE X151 LLE 916.7 LI r - X - -INSTALL �'-32" EQ. ARCH PIPE(SOUTH RUN) �- x x IIS 60 r---, _, x X 0 60 120 180 -� -----, _j I I I I --- I I I I T----� I I R 25' ' TOPSOIL WALKOUT (WO) HOUSE PAD 50' 25' Lo Lo WO _FFA`°o�` R of Z Ld BASEMENT FLOOR Ib 5' TOPSOIL SPLIT ENTRY WALKOUT (SE/WO) R HOUSE PAD R 25' 50' 25' SE WO 5� R R a �\DO �FIN AL� X0.5' TOPSOIL-� BASEMENT FLOOR TL .5' TOPSOIL HOUSE PAD CROSS-SECTIONS NO SCALE LINE SIZE(") PIPE SLOPE % L1 30 RCP 0.23 L2 30 RCP 0.23 L3 18 RCP 1.00 L4 15 RCP 1.50 L5 12 RCP 1.00 L6 24 RCP 0.15 L7 12 RCP 1.00 L8 18 RCP 0.24 L9 15 RCP 0.27 L10 12 RCP 1.00 L11 18 RCP 0.22 L12 18 RCP 0.35 L13 18 RCP 0.22 L14 12 RCP 1.00 L15 12 RCP 1.00 L16 18 RCP 0.26 L17 18 RCP 0.22 L18 18 RCP 0.22 L19 12 RCP 1.00 L20 15 RCP 0.28 L21 12 RCP 0.71 L22 12 RCP 1.00 L23 24 RCP 0.15 L24 12 RCP 1.00 L25 12 RCP 0.37 L26 18 RCP 0.74 L27 18 RCP 0.22 L28 18 RCP 0.22 L29 15 RCP 0.28 L30 15 RCP 0.28 L31 18 RCP 0.22 L32 18 RCP 0.22 L33 15 RCP 0.28 L34 18 RCP 0.15 L35 18 RCP 0.22 L36 15 RCP 0.28 L37 15 RCP 0.28 J 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Date: 8/20/2015 Date: Revision: 06/10/15 Original 07/29/15 Revised 08/12/15 Revised PHEASANT RUN OF LAKEVILLE LAKEVILLE, MN For Review August 12, 2015 Grading SHEET 2 of 26 LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PRl-NEW. �; --- x 920— �_—_— LEGEND =9 0II I CB & DROP IN INLET PROTECTORS I SEED & BLANKET I''I I ••'II RIP RAP SILT FENCE 00 00 I I II I •II \/� III II IIII I I III I I II III IIIIIII III II III I I II !;ILjIIIIIjIIIIIIIIII'!I!IIlII I I II � ,I�iIl�II�IIIIlII� IliI'IIiI!!IilIiII 'III��iI� IIII iiIIi jiIiltI!i�;i ii� i I�!� !��I I � II ti IIIiiiI Ii� iI ,fIU � \ / 1II�IIIIIII�I'IiII'IIIIiIIln,IIi II�IIIIII�Ii II�I!IiIiII iiII 'iII IIiI tIIii� �'iIII 1IF'�::••.1I.:l. '�;• -'Ijl..1Ii . I' 1IIIIIIjIII,Ir:jihI•II 'LIIl ••:.•••.:.J,�iI1'IIIIIiilI lI! jI••i•IIIIIIIII'ilII i! •iII��II iIl oII, �IIIIIII � ��o9IIIo II ` 2 crno1 --- 2aJz—I3— — . 30 I I —23IIIIIfI.3— 0 02 2\ /=\ `// / -- /� / •/ /�\ i 55--8 /� _/--_\ \\—/9 —_ �/\\ / \1 6 L1/ — 1\ - \\, ./ \ / 4 \ �\� \ / v / \fI I I/ PJ 6 ' Y NOTES: ESSEX LANE ESSEX LANE MAXIM UM ALLOWABLE SLOPE 3 : 1 23.30 23.30 PONDS MAY BE USED AS TEMPORA— R YI 00 fl N SEDIMENTATION BASINS DURING > CONSTRUCTION, IF A POND IS USED A S A Q TEMP. SED. BASIN IT MUST BE CLEANED O U T Ln 0PRIOR TO BEING PUT INTO SERVICE. L7U \ DRAINAGE TO THE TEMPORARY 918 SEDIMENTATION BASINS MUST BE 0 MAINTAINED THROUGHOUT THE 914 CONSTRUCTION PROCESS.91 90 910 908 906 SEED MIXES AS SHOWN IN LEGEND, WHERE Ll 4 NOT SPECIFIED USE MN DOT MIX 250 AS � T GENERAL SITE STABILIZATION. Jr— SEED &BLANKET STOCKPILES TO BE STABILIZED IF NOT UTILIZED FOR MORE THAN 7 DAYS. + SILT FENCE TO BE INSTALLED ALONG DROP IN INLET PERMETER OF CONSTRUCTION AREA PRIOR PROTECTION (TYPICAL) TO THE START OF WORK 10 ,I Il: -1 F — I LU ' 92LU 111 I I ENIGMAWAYUXAVE _jL J L — — — — — — 6001 Egan Drive, Ste 100, Savage, MN 55 3 , 78 .65IL 9-'p Phone: 952.226.3200 Web: www.kjwalk.com 1 hereby certify that this plan was prepared by me,12 or under my direct supervision, and that I am a10 _ 13 duly registered engineer under the laws ofthe I I 139 State of Minnesota. 3 5 I I 14 L--- \ 15 r 912 Luke Warren Israelson 90 5 Registration #: 51362 Date: 8/20/2015 906 Date: Revision: \ 06/10/15 Original 07/29/15 RevisedOUTLOT C 08/12/15 Revised 110 N9 1.W S/pSFqVF OF LAKEVILLEC ILI.PHEASANT RUN / LAKEVILLE, MN IL RIM L=9 8 IIII 12 s Jill 6 9 E / For Review 2 914 August1 591C Erosion Control >) ' --16—N INVEL=14.1i7 L=914.01 EL= —914_---���T__ INV 914. EL=914.15 0 60 120 180EL-914.�s —-914— —916—INVEL=914.2 —916— —918 SHEET3of26 LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PR1-NEVA a H 0 a m z LU F- F - 0 F— O i 1 I I 1 01 II I VI I II II 11 1 I II II I I I I I II II II I I ii i, ii I II II: ,•II I II II•;' ?II 1 I II 14• , 11 I II IF .;II I II II: •II I II I 11 II : II I II Ih ,II I I jI II l Il�•'JI I Il II• JI I II II: II I II 1 I it ii :.il 1 I I I II II II I II ,}•II I 11 II:II II 1j.Jl I II IIsJI II I1 II 1 1 I1 Il'Il I II 11.11 1 II 11•.11 I II II 11 I I II II• II II It�ll ESSEX LANE . -044114.—�- / 40 I / / ESSEX LANE J' 7z- 3-8' -3-8 BLS 3-8' NWS , / 40 u.l Q Ul) -8' NWS ° - 1 5 8 GRS (7 LU 5-8' G RS 5-8' 1 + – – 5-8' BLS' 5-8' NWS / 5-8' NWS 5-8' G RS 5-8' BLS X11 3-8 NWS 3 OUTLOT B \ / /10 — — — — — - �_ Yi � <- 3-8' 3-8 R �—; $' LS -8' G RS OL A , - F-- F 4 I I 3 I I 2 I I 1 > 5 111 II II II a �II II II II z LU //6\\\ I 1� — — J — EQUINOX AVE — 1 1 J L-- IV I-- —' 3 I 4 I 5 1 2 I I I I I I I I 6 � II 1 3-s; BLS 7/ 9 1 3-s NWS I I I I I I I IL 1 — — -j ENIGMA WAY - — J � — — / \ \ c \ ' 7 / r F---] F—-116101 ' L I �---- Ln I I I I I I I I I 1 I 1 1 I I I I 11 I I 12 I I —� I I I I I I I I I 1 1 I I 9 I I 10 I I___J I----� L 13 ' 1 1 3 I I 4 I I 5 1 1 6 1 1 7 1 1 8 1 3_ J L_--� ---J 14 / ' 8 L-----1 L ---J L ---J L ---J L--- J1axoL--_J L_— �\ 15 L----------� -- -- -- -- - — ��----j I 1 2 9 — L -----J / 1 -I I I -- -- -- -- / 2 \ \ ' 1 I L------ 10 � / I I I ^ 4-/-4/4 /� ' 4 \ FQUjNOX \ \\ 12 / I � I I L J LLE 915 LLE 915 11 DRAINAGE EASEMENT---,_OUTLOT A 11 2X WIDTH OF ROOTBALL TREE PLANTING SCALE: NOT TO SCALE Spruce Trees \ , 7 Fc / /pseA VE/ RIM L=9 8.7 INV L= 3/5 \ �\ 2/ \ \ INV EL=914.17 EL=914.01 INV EL=914.10 EL=914.15 INV EL=914.21 EL=914.26 NOTES: * TREES MINIMUM 5' FROM PROPERTY LINE * TREES STAGGERED WITH 15' SPACING * TREES ON A 2' MINIMUM BERM _ASURED THE ROOT DM OF W a inc 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Date: 8/20/2015 Date: Revision: 06/10/15 Original 07/29/15 Revised 08/12/15 Revised ID# COMMON NAME SIZE # / NORWAY SPRUCE 8' / SHEET 22 GRS ROOT CROWN AT 8' \ / FINISH GRADE, \ OR 1-2" ABOVE GRADE RIM =91 .65[ \ INV =9 .7� 9G 2" SETTLED LAYER OF MULCH Q \ \ FINISH GRADE N \ y \ TILLED OR BROKEN UP IV \ SOIL MIN 12" DEEP \ \ \ `\ E LEGEND 2X WIDTH OF ROOTBALL TREE PLANTING SCALE: NOT TO SCALE Spruce Trees \ , 7 Fc / /pseA VE/ RIM L=9 8.7 INV L= 3/5 \ �\ 2/ \ \ INV EL=914.17 EL=914.01 INV EL=914.10 EL=914.15 INV EL=914.21 EL=914.26 NOTES: * TREES MINIMUM 5' FROM PROPERTY LINE * TREES STAGGERED WITH 15' SPACING * TREES ON A 2' MINIMUM BERM _ASURED THE ROOT DM OF W a inc 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Date: 8/20/2015 Date: Revision: 06/10/15 Original 07/29/15 Revised 08/12/15 Revised ID# COMMON NAME SIZE # NWS NORWAY SPRUCE 8' 37 SHEET 22 GRS GREEN SPRUCE 8' 28 BLS BLUE SPRUCE 8' 31 TOTAL 9G PHEASANT RUN OF LAKEVILLE LAKEVILLE, MN For Review August 12, 2015 Preliminary Plat Set Landscaping LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PR1-NEW.DV 18"elm 8"boxelder 12"boxelderb xelder 6"boxeld , LLE 914.5 -X LLE 915 LLE 915 LLE 915 L JLLE 9150181" t— VI —7 SHEET 22 O f 2GLLE 6 914.5 LLE 915 10" aple LLE 915 LLE 915 x LLE 915 LLE 915 LLE 915 x LLE 915 LLE X151 LLE 916.7 Y LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PR1-NEW.DV I I I I I I I I I I 153 1312 5313 I 5314 I I I I I�• ul I II 1, II I• II I II 111 I• II I II 1 II I• II I II I °1 u' II� Ii.• II Ir II IC•. 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Luke Warren Israelson Registration #: 51362 Date: 8/20/2015 t Date: Revision: 06/10/15 Original 07/29/15 Revised 08/12/15 Revised PHEASANT RUN OF LAKEVILLE LAKEVILLE, MN For Review August 12, 2015 Public Utility Coordinate Plan SHEET 23 of 26 LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PRl-NEW.0 4 / 5489 5305 5406 5407 198 5292 5293 5951 6/ X00 3 -- _j 197 519 5194 5490 5145 / O X05408 5409 2 / \� 5 411 EL=914.01 1 414 EL=914.15 1 0 541 EL= 914.26 — X— X— rF- ..., 5296,. L J 5297 `�, _ _ c rL�lITJJ V4 — 216� V .5224 7 5222 OUTLET STRUCTURES OS2 & OS4 5437 5432 5435 543 — 5433 5431 5434 0 60 120 180 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Date: 8/20/2015 t Date: Revision: 06/10/15 Original 07/29/15 Revised 08/12/15 Revised PHEASANT RUN OF LAKEVILLE LAKEVILLE, MN For Review August 12, 2015 Public Utility Coordinate Plan SHEET 23 of 26 LAST SAVED: August 20, 2015 FILE PATH: C:\Users\Skills\Documents\Projects\Lakeville\Pheasant Run\Engineering\CAD\DWGs\PRl-NEW.0 I Dakota County Surveyor's Office Western Service Center 14955 Galaxie Avenue • Apple Valley, MN 55124 952.891-7087 Fax 952.891-7127 • www.co.dakota.nnn.us July 17, 2015 City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Re: PHEASANT RUN OF LAKEVILLE The Dakota County Plat Commission met on July 13, 2015, to consider the final plat of the above referenced plat. The plat is adjacent to CSAH 31 and 179th Street (future County Road), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The alignment of 1791h Street West appears to meet the county design standards for horizontal alignment. The right of way needs are 60 feet of half right of way for 179th Street West (future County Road) and 100 feet of half right of way for CSAH 31, which is shown on the plat. Restricted access needs to be shown along all of CSAH 31, except for the one access opening for 1791h Street West. Restricted access needs to be shown along all of southerly line of 179th Street West, except for the one access opening at English Avenue. A quit claim deed to Dakota County for restricted access is required at the time of recording the plat mylars. The Plat Commission has approved the final plat provided that the described conditions are met and will recommend approval to the County Board of Commissioners when the plat is submitted in signed mylar form. Mylars should be submitted to the County Board within one year of the Plat Commission's final approval. Traffic volumes on CSAH 31 are 22,900 ADT and are anticipated to be 39,000 ADT by the year 2030. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder's Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County's rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, TI*(*/ X q4 - Todd B. Tollefson Secretary, Plat Commission c: JT;a7F1k'e!00'vA'_'1P21==011-A Memorandum To: Kris Jenson, Associate Planner From: Alex Jordan, Project Engineer City of Lakeville Public Works - Engineering Division McKenzie L. Cafferty, Environmental Resources Manager Brett Altergott, Parks and Recreation Director Copy: Zach Johnson, City Engineer Daryl Morey, Planning Director Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: September 4, 2015 REVISED September 17, 2015 Subject: Pheasant Run of Lakeville Final Plat Review Final Grading and Erosion Control Plan Review Final Utility Plan Review Final Tree Preservation Plan Review BACKGROUND KJ Walk, Inc. has submitted a final plat named Pheasant Run of Lakeville. This is first phase of the Pheasant Run preliminary plat approved by the City Council at their June 1, 2015 meeting. The proposed subdivision is located east of and adjacent to Pilot Knob Road (CSAH 31), north of and adjacent to the Lakeville/Farmington border, and north and south of and adjacent to the 179' Street extension (future CSAH 9). The parent parcel consists of one metes and bounds parcel (PID No. 220120052010) zoned RM -1 Medium Density Residential District. The development will follow the single family requirements of the RS -4 District, as allowed by the zoning ordinance. The final plat consists of fifty-one (51) single-family lots within six (6) blocks, and six (6) outlots on 80.21 acres. The Developer is dedicating 3.03 acres as Pilot Knob Road (CSAH 31) right-of- way and 3.78 acres as 179th Street (CSAH 9) right-of-way. The outlots created with the final plat shall have the following use: PHEASANT RUN OF LAKEVILLE - FINAL PLAT SEPTEMBER 4, 201S REVISED SEPTEMBER 17, 201S PAGE 2 OF 14 Outlot A: Stormwater management basin and existing drainage swale encumbered by a Dakota County easement; to be deeded to the City (2.66 acres) Outlot B: Stormwater management basin; to be deeded to the City (0.59 acres) Outlot C: Stormwater management basin; to be deeded to the City (2.24 acres) Outlot D: Future Development; to be retained by the Developer (5.06 acres) Outlot E: Future Development and stormwater management basins; to be retained by the Developer (43.91 acres) Outlot F: Future stormwater management basin (to be graded in a future phase), existing drainage swale, wetland complex, and future North Creek Greenway corridor; to be deeded to the City (3.70 acres) The proposed development will be completed by: Developer: KJ Walk, Inc. Engineer/Surveyor: KJ Walk, Inc. SITE CONDITIONS The Pheasant Run site consists of undeveloped cultivated agricultural land. The Developer began grading the site in June, 2015 following City Council approval of the preliminary plat. Prior to preliminary plat approval, a stockpile permit was issued in May, 2014 to place fill material on the site. During the stockpile operation, the Developer placed unauthorized fill material on the site, and began grading streets and building pads. All unauthorized material must be removed from the public right-of-way and approved by the City Engineer prior to installation of utilities. A $4,000 security is required with the final plat for the common excavation and removal of the unauthorized material from the right-of-way. An existing public drainage swale that conveys runoff from Pilot Knob Road and 120 acres west of the parent parcel is located within a 60 -foot wide drainage and utility easement along the south property line. A Dakota County wetland bank is located adjacent to the southeast corner of the property that is within a public conservation easement. Trees are located on the property along the south property line. EASEMENTS The parent parcel contains the following existing public easements that will remain: Highway Easement, in favor of Dakota County, per Document Number 472358. Highway Easement, in favor of Dakota County, per Document Number 1464759. Drainage Easement, in favor of Dakota County, per Document Number 1464761. STREET AND SUBDIVISION LAYOUT Pilot Knob Road (CSAH 31) Pheasant Run of Lakeville is located east of and adjacent to Pilot Knob Road, a minor arterial County highway, as identified in the City's Transportation Plan. Pilot Knob Road adjacent to PHEASANT RUN OF LAKEVILLE - FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 3 OF 14 the site is a four -lane divided rural roadway, consisting of a center median island with curb and gutter. The current Dakota County Plat Review Needs Map designates Pilot Knob Road as a future six -lane divided urban roadway over its entire length adjacent to the plat with a half right-of-way requirement of 100 -feet. The Developer is dedicating the necessary right-of-way as shown on the plat. The expansion of Pilot Knob Road to a six -lane roadway is not identified in the City's or County's current Capital Improvement Plans. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its July 13, 2015 meeting. 179th Street (Future CSAH 9) Development of Pheasant Run of Lakeville includes the construction of 179th Street (future CSAH 9), a minor arterial highway, as identified in the City's Transportation Plan. 179th Street is designated as a future County Road, as identified by the Dakota County East-West Corridor Preservation Study completed in 2003. The current Dakota County Plat Review Needs Map indicates a 120 -foot wide right-of-way requirement, and designates this roadway as a two- lane divided roadway over its entire length adjacent to the plat. The Developer is dedicating the necessary right-of-way, as shown on the plat. 179' Street is designed as a two-lane divided urban roadway with a 10 -foot wide bituminous trail along the south side of the road consistent with Dakota County's standards, access locations and spacing requirements. A 10 -foot bituminous trail along the north side of 179th Street will be constructed at the time Outlot E is final platted into lots and blocks.179th Street will provide a full access for the development at Pilot Knob Road. The Developer is responsible for any improvements to Pilot Knob Road, as required by Dakota County. A "Future Street Extension" sign and barricades shall be installed at the east terminus of the roadway. The alignment and design for 179' Street was reviewed and approved by the Dakota County Transportation Department. 179th Street will be a city road until jurisdiction is transferred to Dakota County. The Developer shall pay 100% of the costs to construct 179th Street. The Developer is eligible for reimbursement for costs above the standards of a City collector roadway, consistent with Dakota County Transportation policy. The City and Dakota County will enter into a Joint Powers Agreement "JPA" to provide the Developer the County's share of the project costs. The JPA will be considered by the County Board at their September 2211 meeting. The reimbursement will be provided to the Developer per the Agreement and outlined as follows: During construction, the City shall reimburse the Developer based upon quarterly invoices submitted to the City within 30 days of receipt of payment from the Dakota County. Embers Avenue Development of Pheasant Run of Lakeville includes the construction and extension of Embers Avenue, a local roadway. Embers Avenue is designed as a 32 -foot wide, two lane urban roadway with a 5 -foot wide concrete sidewalk along the east side of the street. Embers Avenue will be extended north from the existing Embers Avenue in the City of Farmington PHEASANT RUN OF LAKEVILLE - FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 4 OF 14 and will provide a full access to 17911 Street. A "Future Street Extension" sign and barricades must be placed at the north end of Embers Avenue. The Developer is dedicating 60 -feet of right-of-way. Embers Avenue will be widened to 40 -feet at the intersection of 179th Street to provide for a dedicated northbound right -turn lane. The design of the turn lanes and approach angle will be reviewed with the final construction plans. English Avenue Development of Pheasant Run of Lakeville includes the construction of English Avenue, a local roadway. English Avenue is designed as a 32 -foot wide, two-lane urban roadway with a 5 -foot wide concrete sidewalk along the west side of the street. English Avenue will provide a right-in/right out access both north and south of 179th Street, consistent with Dakota County access spacing requirements. A "Future Street Extension" sign and barricades must be placed at the north terminus of the roadway. The Developer is dedicating 60 -feet of right-of-way along English Avenue. Eclipse Avenue, Element Avenue Development of Pheasant Run of Lakeville includes the construction of Eclipse Avenue and Element Avenue, both local roadways. Both streets are designed as 32 -foot wide, two-lane urban roadways with a 5 -foot wide concrete sidewalk along one side of the street. A "Future Street Extension" sign and barricades must be placed at the east terminus of the roadways until they are extended in the future. Equinox Avenue Development of Pheasant Run of Lakeville includes the construction of Equinox Avenue, a local roadway. Equinox Avenue is designed as 32 -foot wide, two-lane urban roadway with a 5 - foot wide concrete sidewalk along one side of the street. The Developer is dedicating 60 -feet of right-of-way. Equinox Avenue will be constructed as two separate roadways, until Outlot D is final platted into lots and blocks in the future. "Future Street Extension" signs and barricades must be placed at both the east and west termini of Equinox Avenue until they are extended in the future. Equinox Avenue will terminate in a temporary cul-de-sac east of Lot 12, Block 1. The temporary cul-de-sac must be constructed within a temporary public roadway easement. The Developer must furnish a $2,000 cash escrow for the removal and restoration of the temporary cul-de-sac with the final plat. Enigma Way Development of Pheasant Run of Lakeville includes the construction of Enigma Way, a local roadway. Enigma Way is designed as 32 -foot wide, two-lane urban roadway with a 5 -foot wide concrete sidewalk along the north side of the street. The Developer is dedicating 60 -feet of right-of-way. CONSTRUCTION ACCESS Construction traffic access and egress for grading, utility and street construction shall be from the existing driveway in the location of future 179th Street, via Pilot Knob Road. No PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 5 OF 14 construction access shall be allowed from the existing stub streets within the City of Farmington. PARKS, TRAILS AND SIDEWALKS Development of Pheasant Run of Lakeville includes the construction of public trails and sidewalks. 5 -foot wide concrete sidewalks, with pedestrian curb ramps, will be installed along one side of each local street. Bituminous trails will be installed along the south side of 1791h Street and the east side of Pilot Knob Road from the south City limits to 179th Street. The Developer is responsible for 100% of the grading and restoration for the bituminous trails. The Developer shall receive a credit to the Park Dedication Fee for the City's 45% of 3/8th share of the trail construction costs along 179' Street and Pilot Knob Road, calculated as follows: ($7,800.00 + $8,287.50) X 3/8 X 45% = $2,714.77 Pilot Knob Road 179`" Street City's Share Total Credit to Estimated Trail Construction Estimated Trail Construction Cash Fees Cost Cost The trails along Pilot Knob Road north of 1791h Street and along the north side of 179th Street will not be constructed with the final plat of Pheasant Run of Lakeville. The Developer shall construct the trails at the time Outlot E adjacent to the roadways is final platted into lots and blocks. The current City Parks, Trails, and Open Space Plan identifies a future neighborhood park with connection to the North Creek Regional Greenway within the parent parcel. The Developer is dedicating apportion of Outlot F as park land for the future construction of the greenway corridor trail along the east property line, meeting the intent of the Parks, Trails, and Open Space Plan. The trail within the greenway corridor will be constructed with a future City Project. The Park Dedication requirement has not been collected on the parent parcel and will be satisfied through a combination of land dedication and cash contribution. The Developer shall receive park area credits for the usable park space given with the land dedication, outside of the adjacent wetland buffer. The gross density of the Pheasant Run of Lakeville preliminary plat is 2.41 units/acre (193 lots/ 80.21 acres). The land dedication requirement for subdivisions with a gross density less than 3 units/acre is 12%. The land dedication and cash contribution requirements are estimated as follows: Gross Area of Pheasant Run of Lakeville Preliminary Plat Less Area of County Road Right -of -Way (179th Street and Pilot Knob Road) Area of Delineated Wetlands to Remain in Outlot Total Buildable Area 80.21 Acres - 6.81 Acres - 0.53 Acres 72.87 Acres PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 6 OF 14 Land Dedication Requirement (12%) 8.74 Acres The Developer will dedicate 0.71 acres as park area within Outlot F, and shall receive park area credits for this dedication. This area satisfies 8.12% (0.71/8.74 acres) of the land dedication requirement. As a result, the Park Dedication requirement is satisfied for 15.68 lots (8.12% x 193 units). The remaining balance of the Park Dedication Fee will be collected as a cash contribution on the remaining 177.32 lots (193-15.68) as they are final platted into lots and blocks. The Park Dedication Fee for the Pheasant Run of Lakeville final plat is then calculated as follows: (51 lots - 15.681ots) x $3,781.00 = $133,544.92 Total Lots in Pheasant Run of Number of Lots Provided through Low Density Park Dedication Park Dedication Required Lakeville Land Dedication Rate with Pheasant Run of Lakeville UTILITIES SANITARY SEWER Pheasant Run of Lakeville is located within subdistricts NC -20020 and NC -20030 of the North Creek sanitary sewer district, as identified in the City's Comprehensive Sewer Plan. An existing Farmington owned trunk sanitary sewer line bisects the parent parcel, which conveys sewer from Farmington to the MCES Farmington Interceptor located north of the parent parcel. The Metropolitan Council has coordinated with the Developer to replace and relocate the existing meter station located north of the parent parcel to within the development. The meter station will be maintained by the Metropolitan Council and will be located south of and adjacent to Lot 2, Block 6 within Outlot F. In addition, the Developer will install 18 -inch sanitary sewer to re -align the existing trunk facility, from the south City limits to the north property line, within the Embers Avenue right-of-way and within a permanent utility easement, as shown on the plat. The Metropolitan Council has reviewed and approved the re -alignment of the sewer. The Developer shall receive a credit for the oversizing of the sanitary sewer, calculated as the difference between an 18 -inch and 8 -inch sanitary sewer. The City of Farmington and Lakeville will enter into a JPA and share in the costs of the oversizing and future maintenance. The JPA will be considered by the Farmington City Council at their October 5th meeting. A right-of-way permit is required from the City of Farmington for the sanitary sewer extension and construction within the Farmington city limits. The Developer is responsible to restore to existing conditions the entire area disturbed within the City of Farmington necessary for the project. A Construction Cooperation Agreement (Metropolitan Council No. 151046; "Agreement") will be established between the City of Lakeville and the Metropolitan Council for the meter station construction with the development. The Developer shall be responsible for all obligations and stipulations of the "City", as referenced in the Agreement. The Developer shall receive a reimbursement from the Metropolitan Council for the cost of the interior construction of the meter station, to be calculated by the Metropolitan Council when a construction contract is awarded, per the Agreement. The Metropolitan Council's fiscal contribution for the project shall not exceed $60,000, and will be limited to the installation of PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 7 OF 14 the meter instrumentation and RTU Cabinet. The Developer shall hire a pre -qualified contractor to relocate and construct the meter station housing shell and installation of instrumentation, as required by the Metropolitan Council. The reimbursement will be provided to the Developer per the Agreement and outlined as follows: After the construction contract is awarded and final construction costs are determined and within 30 days of receipt of payment from the Metropolitan Council, the City shall pay the Developer 25% of the construction costs. During construction, the City shall reimburse the Developer based upon monthly invoices submitted to the City within 30 days of receipt of payment from the Metropolitan Council. No grading shall commence adjacent to the existing meter station on the parent parcel until the new meter is operational, as authorized by the Metropolitan Council. Public sanitary sewer will be extended from the new trunk line within the subdivision to provide sewer service to the development. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The Developer will extend sanitary sewer west of Pilot Knob Road, consistent with the City's Comprehensive Sewer Plan. The Developer will receive a credit to their cash fees with the final plat for sanitary sewer outside of the plat boundary and for directional boring the sanitary sewer under Pilot Knob Road. A right-of-way permit is required from Dakota County for the sanitary sewer construction within Pilot Knob Road right-of-way. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be paid with the final plat. The fee will be based on the rate in effect at the time of final plat approval, calculated as follows: 51 units x $327.00 = $16,677.00 Total Units Sanitary Sewer Availability Charge Sanitary Sewer In Pheasant Run Per Unit Availability Charge required of Lakeville WATERMAIN Development of Pheasant Run of Lakeville includes the extension of public watermain. Watermain will be extended within the development to provide water service to the subdivision. The Lateral Watermain Access Charge is due for the portion of 12 -inch watermain within Pilot Knob Road right-of-way and shall be paid with the final plat. The Lateral Watermain Access Charge will be based on the rate in effect at the time of final plat approval, calculated as follows: 929.04 x $41.00/Front Foot = $38,090.64 Front Footage along Lateral Watermain Access Charge Total Pilot Knob Road PHEASANT RUN OF LAKEVILLE - FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 8 OF 14 The remaining 389.97 feet of the Lateral Watermain Access Charge will be collected at the time Outlot E is final platted into lots and blocks adjacent to Pilot Knob Road. Consistent with the City's Water Plan, the Developer shall extend 12 -inch watermain through the development from existing watermain within Pilot Knob Road to the north plat boundary. The Developer will receive a credit to their cash fees with the final plat for the oversizing of the trunk watermain, calculated as the cost difference between 8 -inch watermain and the 12 - inch watermain that will be installed. A right-of-way permit is required from Dakota County for the watermain construction within Pilot Knob Road right-of-way. OVERHEAD LINES A private overhead utility line and poles are located along the west plat boundary of the parent parcel. Consistent with the City's Public Ways and Property Ordinance, the Developer shall place underground all existing permanent utility lines adjacent to the plat. A $25,000 security will be required with the final plat for the removal of the overhead utility lines and poles. DRAINAGE AND GRADING Pheasant Run of Lakeville is located within subdistrict NC -3 of the North Creek stormwater district as identified in the City's Water Resources Management Plan. An existing Dakota County drainage swale that conveys runoff from Pilot Knob Road and 120 acres west of the parent parcel is located within a Dakota County drainage and utility easement along the south plat boundary. Development of Pheasant Run of Lakeville includes construction of public stormwater management basins to collect and treat the stormwater runoff generated from the site. The basins will provide water quality treatment and rate control of the stormwater runoff generated from the Pheasant Run of Lakeville subdivision. The stormwater management basins will be located within Outlots A, B, and C, which will all be deeded to the City with the final plat and within a temporary drainage and utility easement on Outlot E. The stormwater basin designs are consistent with City requirements. The Developer is coordinating with Dakota County and the City of Farmington to improve the existing conditions of the drainage swale along the south plat boundary. Hydrologic modeling submitted by the Developer identified that the 100 -year flood elevation in the swale encroaches onto multiple private properties within the City of Farmington adjacent to the swale. To reduce the encroachment to the residential lots within Farmington, the Developer will replace the existing culverts within the drainage swale under Embers Avenue to increase the capacity of the drainage system. The Developer shall receive a credit from the City and County for the culvert construction to convey the offsite runoff through the property. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 201S REVISED SEPTEMBER 17, 201S PAGE 9 OF 14 FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as -built certified grading plan have been submitted and approved by City staff. Pheasant Run of Lakeville contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage has been submitted to the City. STORM SEWER Development of Pheasant Run of Lakeville includes the construction of a public storm sewer system. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basins located within Outlots A, B, C, and within temporary drainage and utility easements within Outlot E. Draintile construction is required in areas of non -granular soils within Pheasant Run of Lakeville for the street sub -cuts and lots. Any additional draintile construction, including perimeter draintile required for building footings, which is deemed necessary during construction shall be the developer's responsibility to install and finance. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel, and must be paid with the final plat. The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots A, B, C, and F, calculated as follows: Gross Area of Pheasant Run of Lakeville Less Area of Outlot A (Stormwater Management Basin) Less Area of Outlot B (Stormwater Management Basin) Less Area of Outlot C (Stormwater Management Basin) Less Area of Outlot D (Future Development) Less Area of Outlot E (Future Development) Less Area of Outlot F (Wetland Complex and future Greenway Corridor) Less Area of Pilot Knob Road (CSAH 31) Right -of -Way Less Area of 179th Street (CSAH 9) Right -of -Way Total 3,493,863.00 s.f. (-) 116,027.00 s.f. (-) 25,645.00 s.f. (-) 97,404.00 s.f. (-) 220,555.00 s.f. (-) 1,912,542.00 s.f. (-) 161,368.00 s.f. (-) 131,894.00 s.f. (-) 164,760.00 s.f. 663,668.00 s.f. 663,668.00 s.f. x $0.178/s.f. _ $118,132.90 Net Area of Pheasant Single Family Total Trunk Run of Lakeville Area Charge Storm Sewer Area Charge The Trunk Storm Area Charge will be collected at the time Outlots D and E are developed, at the rate in effect at the time of final plat approval. PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 201S REVISED SEPTEMBER 17, 201S PAGE 10 OF 14 The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlots A, B, C, and F to the City, consistent with City policy. The credit is based on the area of the outlots, less the usable park area within Outlot F, and is calculated at the rate of $5,500 per acre, and will be applied to the final plat cash fees, calculated as follows: (9.19 acres - 0.71 acres) x $5,500/acre = $46,640.00 Total Area of Outlots A, B,C, and F Usable park area Per Acre Credit Total within Outlot F Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. RESIDENTIAL BUFFER YARD REQUIREMENTS 179th Street is a minor arterial roadway, as identified in the City's Transportation Plan. A buffer yard containing earth berms and/or plantings of a sufficient density to provide a visual screen and a reasonable buffer a minimum of ten feet in height shall be provided adjacent to 179th Street. A certified as -built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. FEMA FLOODPLAIN ANALYSIS Pheasant Run of Lakeville is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WETLANDS The wetland delineation for the site was conducted in August 2013. There were three wetland areas within the project boundaries. The wetland delineation lines were approved on 12/05/2013. The wetland replacement plan indicates that the proposed development requires 0.41 acres of wetland impact. The applicant plans to replace the impacted wetland at a 2:1 ratio (0.82 acres) from Bank #1541 in Freeborn County, BSA #8, Major watershed #48 (Cedar). There are no credits available in BSA #8 and major watershed #38 (Dakota). The wetland credits were withdrawn and approved by BWSR on June, 2nd 2015. It is the applicant's responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers. Any wetland buffer area previously disturbed by farming activities must be restored with an appropriate native buffer seed mix. Natural Area Signs must all be placed along the east property line and will be identified in a future phase. PHEASANT RUN OF LAKEVILLE - FINAL PLAT SEPTEMBER 4, 201S REVISED SEPTEMBER 17, 201S PAGE 11 OF 14 TREE PRESERVATION The only significant trees located on the site are located along the drainage easement and conservation easement. No trees are proposed to be removed. Any trees damaged or removed during construction will require 2:1 replacement. Additional landscape trees must be planted around the ponding areas in Outlot A, B and C throughout the site to provide shading to mitigate temperature increases to the North Creek tributary to the Vermillion River. EROSION CONTROL The developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site's SWPPP. Changes made throughout construction must be documented in the SWPPP. A native seed mix for the basins must be used and a maintenance schedule for the first 2 years must be included in the plans. This must include mowing 2 to 3 times, 30 days apart during the first year with the mower deck set about 6-8 inches off the ground. The second year, the pond areas must be mowed once before weeds set their seeds. This will reduce weed establishment, and help stimulate the desirable vegetation. This will cut down on maintenance in the long-term. Erosion control blanket and seeding is required in all rear lot swales and ditches that are within 200 feet of a storm sewer inlet. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the developer. CFri 1RITIFC The Developer shall provide a Letter of Credit as security for the Developer -installed improvements relating to Pheasant Run of Lakeville. Construction costs are based upon estimates submitted by the Developer's engineer on June 9, 2015. CONSTRUCTION COSTS Sanitary Sewer Watermain Storm Sewer Street Construction Erosion Control and Restoration SUBTOTAL - CONSTRUCTION COSTS SUBTOTAL- CONSTRUCTION COSTS REQUIRED $ 410,894.80 227,090.00 184,914.00 472,669.00 183,720.00 $ 1,479,287.80 $ 1,295,567.80 PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 12 OF 14 The Developer provided the City with a Letter of Credit in the amount of $183,720 for Erosion Control, Stormwater Basins, Restoration, Grading, and Grading Certification following City Council approval of the preliminary plat. OTHER COSTS Developer's Design (6.0%) Developer's Construction Survey (2.5%) City's Legal Expense (0.5%) City Construction Observation (7.0%) Developer's Record Drawing (0.5%) Remove Unauthorized Fill (Common Excavation) Bury Private Overhead Utilities Abandon Existing Sanitary Sewer Landscaping Tree Preservation Street Lights Lot Corners/Iron Monuments SUBTOTAL- OTHER COSTS TOTAL PROJECT SECURITY $ 88,757.27 36,982.20 7,396.44 103,550.15 7,396.44 4,000.00 25,000.00 10,000.00 12,500.00 2,000.00 21,400.00 5,700.00 $324,682.50 $ 1,620,250.30 The street light security totals $21,400 which consists of five (5) mast -arm street lights at $1,400 each and twelve (12) post -top street lights at $1,200 each. The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $5,700.00. The City shall hold this security until the Developer's Land Surveyor certifies that all irons have been placed following site grading, street and utility construction. CASH FEES A cash fee for traffic control signs is due with Pheasant Run of Lakeville. Street signing consists of. 17 stop signs with green street blades at $400 each, one stop sign at $300, six nine button delineators at $100 each, two future through street signs at $75 each, two speed limit signs at $225 each, two one-way signs with arrows at $200 each, two left turn signs at $275 each, two right turn only signs at $275 each, three center median symbols with 9 button delineators at $300 each, one no outlet sign at $225, two right turn lane signs at $275, and two left/straight/right signs at $225 each for a total of $11,925. If the street signs are installed during frost conditions, the developer shall pay an additional $150.00 for each street sign location. A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 51 units x $8.14/unit/qtr. x 4 gtrs. =$1,660.56 Dwelling Units Streetlight Operating Fee Total PHEASANT RUN OF LAKEVILLE — FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 13 OF 14 A cash fee for one-year of surface water management expenses shall be paid at the time of final plat approval and is calculated as follows: 51 units x $7.00/unit/qtr. x 4 qtrs. = $1,428.00 Dwelling Units Surface Water Management Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 57 units x $75.00/unit = $4,275.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $44,378.63. The Developer will receive a credit to the cash fees for City Engineering Administration of oversized public improvements. CASH REQUIREMENTS Future Removal of Equinox Avenue Cul-de-sac Park Dedication Fee Sanitary Sewer Availability Charge Lateral Watermain Access Charge Trunk Storm Sewer Area Charge Traffic Control Signs Streetlight Operating Fee Surface Water Management Fee City Base Map Updating Fee City Engineering Administration (3.00%) SUBTOTAL - CASH REQUIREMENTS CREDITS TO THE CASH REQUIREMENTS Outlots A,B,C, and F (Deeded to the City) (Trunk Storm Sewer) City's 3/8' Share of Trail Construction along Pilot Knob Road and 1791h Street (Park Dedication) Trunk Sanitary Sewer Oversizing (Trunk Sanitary Sewer Fund) Trunk Watermain Oversizing (Trunk Water Fund) Trunk Sanitary Sewer Oversizing (JPA with City of Farmington) Culvert Replacement (Trunk Storm Sewer) City Engineering Administration of Oversized Public Improvements SUBTOTAL - CREDITS TO THE CASH REQUIREMENTS $ 2,000.00 133,544.92 16,677.00 38,090.64 118,132.90 11,925.00 1,660.56 1,428.00 4,275.00 44,378.63 $372,112.66 $ 46,695.00 2,714.77 71,860.50 40,054.00 17,410.50 21,160.00 5,288.55 = $ 205,183.32 TOTAL CASH REQUIREMENTS WITH THE FINAL PLAT $166,929.34 PHEASANT RUN OF LAKEVILLE - FINAL PLAT SEPTEMBER 4, 2015 REVISED SEPTEMBER 17, 2015 PAGE 14 OF 14 "FUTURE REIMBURSEMENT TO CASH REQUIREMENTS" 17911 Street Oversizing Construction (JPA with Dakota County)** $204,300.00 179th Street Oversizing Design (JPA with Dakota County)** 12,600.00 Storm Sewer Oversizing Construction (JPA with Dakota County)** 25,800.00 Storm Sewer Oversizing Design (JPA with Dakota County)** 1,500.00 Meter Station Construction (JPA with Metropolitan Council)** 60,000.00 ADDITIONAL - CREDITS TO THE CASH REQUIREMENTS = $ 304,200.00 **The future reimbursements to the Developer's cash requirements will be paid as outlined in the JPA with Dakota County and Construction Cooperation Agreement with the Metropolitan Council. RECOMMENDATION Engineering recommends approval of the final plat, grading and erosion control plan, utility plan and tree preservation plan for Pheasant Run of Lakeville, subject to the requirements and stipulations within this report.