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HomeMy WebLinkAboutItem 06.q• • • • • • • • • ☐☐ • (Reserved for Dakota County Recording Information ) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 18-_______ RESOLUTION APPROVING THE FINAL PLAT OF CEDAR AND DODD RETAIL ADDITION AND PARTIALLY RESCINDING RESOLUTION NO. 17-97 WHEREAS, pursuant to City of Lakeville Resolution No. 17 -97, the owner of the plat described as Cedar and Dodd Retail Addition received preliminary and final plat approval (“Original Plat”) WHEREAS, the owner has submitted for approval a revised final pla t for Cedar and Dodd Retail Addition (“Final Plat”); and WHEREAS, the Final Plat is consistent with the approved preliminary plat and meets Subdivision Ordinance requirements; and NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The approval and authorization to execute the Original Plat under Resolution No. 17-97 is hereby rescinded. 2. The Final Plat of Cedar and Dodd Retail Addition is hereby approved subject to the development contract and security requirements. 3. The Mayor and City Clerk are hereby directed to sign the final plat mylars and development contract. 4. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. ADOPTED by the Lakeville City Council this 17th day of September, 2018. CITY OF LAKEVILLE BY: _______________________ Douglas P. Anderson, 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 17th day of September, 2018 as shown by the minutes of said meeting in my possession. ________________________ Charlene Friedges, City Clerk (SEAL) 1 2 1 2 3 1 193297v19 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) CEDAR AND DODD RETAIL ADDITION CONTRACT dated ____________________, 2018, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and HY-VEE, INC., an Iowa corporation (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Cedar and Dodd Retail Addition (referred to in this Contract as the "plat"). The land is situated in the County of Dakota, State of Minnesota, and is legally described on Exhibit A attached hereto and made a part hereof by reference (the “land”). 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 or remove trees, unless a grading permit has been approved by the City Engineer following approval of a preliminary plat by the City Council, 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 contractors 2 193297v19 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 two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) 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 3 193297v19 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 engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide 4 193297v19 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 D. Minnesota Department of Health for Watermains 5 193297v19 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 water improvements, public sanitary sewer improvements and public storm sewer improvements within the Glacier Way right-of-way within ninety (90) days following commencement of such installation work Developer, as determined by the City Engineer, but no later than November 31, 2019 (provided, however, the period of time between October 30 and April 1 shall not be considered towards the expiration of such 90-day period, with the exception of the intersection improvements for the access restriction along Dodd Boulevard and Glasgow Avenue. The Developer shall not begin the intersection improvements until the traffic signal at Dodd Boulevard and Glacier Way is fully operational. The traffic signal will be constructed with City Project No. 18-08 and the City anticipates having the project completed by July 1, 2019. 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. 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. Prior to entering the plat to perform work and inspections, the City will 6 193297v19 endeavor to notify the Developer and Contractor’s on-site representative, but shall not be prohibited from entering the plat in the event of a failure to notify. 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 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 at least twenty-four hours in advance of any proposed action to provide an opportunity for Developer to cure the same, except in cases of emergency. 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 final establishment of ground cover or temporary stabilization approved by the City, 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 7 193297v19 of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and building pads, and all other items listed in City Code Section 10-3-5.NN. The City will withhold issuance of a Certificate of Occupancy 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 building footings placed on fill have been monitored and 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 the Certificate of Occupancy. Prior to the release of the grading and erosion control security, the “as constructed” plan for the 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 constructed” grading plan 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 constructed” grading plan, the security, less any draw made by the City, shall be released. A certified as-built pad survey must be submitted prior to the scheduling of a footing and foundation inspection. 16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, 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 public street and utility facilities and related improvements lying within public easements shall become City property without further notice or action. 8 193297v19 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 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 five percent (5%) of the estimated construction cost. 19. STORM SEWER. Development of Cedar and Dodd Retail Addition includes the construction of a private and public storm sewer system. Development of Cedar and Dodd Retail Addition includes the construction of three privately owned and maintained stormwater basins. The private basins shall be located within Outlots A and B and Lot 1, Block 1. The Developer must execute a private maintenance agreement for the basins and dedicate a maintenance easement over the basin area prior to City Council consideration of the final plat. All of the storm sewer within the development shall be privately owned and maintained. The storm sewer within Glacier Way and Dodd Boulevard will be publicly owned and maintained. The Trunk Storm Sewer Area Charge has not been collected and will be required to be paid at the time of final plat approval. The Trunk Storm Sewer Area Charge is calculated as follows: 329,854.00 sf x $0.250 = $82,463.50 Area of Lots 1-3, Block 1 Commercial Area Charge Total Required with the final plat Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. 20. SANITARY SEWER. Development of Cedar and Dodd Retail Addition includes the extension of public sanitary sewer that was installed with City Project 97-11. The sanitary sewer 9 193297v19 improvements were assessed to the parent parcels and therefore the lateral sanitary sewer access charge will not be collected with the final plat. The Developer shall construct the public sanitary sewer along the private roadway within a drainage and utility easement. The Developer shall extend private sanitary sewer stubs to each parcel and to Outlot B for its future development. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will be calculated at the rate in effect at the time of approval of the Building Permit Application, as determined by the City’s Building Official. 21. WATERMAIN. Development of Cedar and Dodd Retail Addition includes the extension of a public watermain stub located on the parent parcel. The Developer shall install the watermain along the private roadway within a drainage and utility easement. The Developer shall extend private water stubs to each parcel and to Outlot B for its future development. The Developer shall loop the interior watermain back to Glacier Way to provide a looped distribution system for the commercial businesses. The Developer shall prepare a traffic control and detour plan with the final construction plans for the watermain installation within Glacier Way. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit applications and final construction plans. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility, building and street construction shall be from a single rock construction entrance on Glacier Way as shown on the Erosion Control Plan. 23. PARKS, TRAILS AND SIDEWALKS. Development of Cedar and Dodd Retail Addition includes construction of an 8-foot wide trail along the west side of Dodd Boulevard and an 8-foot wide sidewalk along the south side of Glacier Way, consistent with the City’s Transportation Plan. The Developer shall post a $1,500.00 cash escrow at the time of final plat approval for the future installation of a pedestrian curb ramp at the southwest corner of the intersection of Dodd Boulevard and Glacier Way. The pedestrian curb ramp will be installed by the City with the traffic signal installation. 10 193297v19 The Park Dedication requirement for the parent parcels has not been paid and must be satisfied through a cash contribution at the time of final plat approval, calculated as follows: 8.41 acres x $7,693.00 = $64,698.13 Acres of Lots 1-3, Block 1 and Outlot A Commercial Park Dedication Rate Total Required with the final plat 24. RETAINING WALLS. Development of Cedar and Dodd Retail Addition includes the construction of a privately owned and maintained retaining wall. The proposed retaining wall will be located within a drainage and utility easement on Lots 1 and 2, Block 1, and Outlot A, crossing the adjoining property line. At the time of final plat approval, the Developer must post a $30,000.00 security and enter into an encroachment agreement with the City for the private improvements to be constructed within the City’s easement. The Developer must also prepare a private maintenance agreement for the retaining wall crossing multiple property lines. Retaining walls with a combined height greater than four feet shall be designed by a registered geotechnical or structural engineer and constructed in accordance with plans and specifications consistent with MnDOT requirements. A separate building permit from the City’s Building Official is required prior to the construction of the wall. The wall shall be inspected during construction and certified by the design engineer following construction. 25. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. A cash fee for traffic control signs in the amount of $1,400.00 must be paid at the time of final plat approval, which includes one stop and blade combination (with private street blades) at $450.00, one right turn lane sign for $350.00, one left, straight, and right only sign for $450.00 and a mobilization fee of $150.00. 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 in the amount of $2,138.86 shall be paid at the time of final plat approval, calculated as follows: (960.78 lf + 1,197.94) x $.2477/ff/qtr. x 4 qtrs. = $2,138.86 Glacier Way Frontage Dodd Blvd Frontage Streetlight Operating Fee Total 11 193297v19 26. ENVIRONMENTAL RESOURCES EXPENSES. The Developer shall pay a cash fee in the amount of $1,309.29 at the time of final plat approval for one-year of environmental resources expenses, calculated as follows: (3.91 acres +2.10 acres +1.56 acres) x $10.42/unit/qtr. x 4.2 x 4 qtrs. = $1,325.17 Lot 1, Block 1 Lot 2, Block 1 Lot 3, Block 1 Environmental Resources Fee Utility Factor 27. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $65,000.00 security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. 28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the August 29, 2018 Engineering Report and August 30, 2018 Planning Report. The Crossroads 1st Addition plat reserved an 80 foot wide designated access across from Glasgow Avenue for the future development of the parent parcels. The Developer shall construct a private roadway with partial access to Dodd Boulevard at this location. The Developer will be required to construct all improvements necessary for the access restriction, including a median within the Crossroads development on the east side of Dodd Boulevard. The Developer has obtained a right-of-way permit for the improvements within the County right-of-way. C. Dakota County is requiring the City to install a traffic signal at the intersection of Dodd Boulevard and Glacier Way with the development of Cedar and Dodd Retail Addition, consistent with the Cooperative Agreement for the Reconstruction of Dodd Boulevard between the City of Lakeville and Dakota County, City Project No. 02-14. The traffic signal is required due to the development of Cedar and Dodd Retail Addition, the access modifications at Glasgow Avenue, and increasing traffic volumes. The Developer shall submit a cash escrow of $75,000.00 at the time of final plat approval for its share of the traffic signal installation. A Certificate of Occupancy will not be issued until the traffic signal is operational and the intersection improvements at Dodd Boulevard and Glacier Way are completed, as determined by the City Engineer. 12 193297v19 D. The Developer shall construct two driveway accesses to Glacier Way; a driveway entrance to Lot 1, Block 1 and the private interior drive for the development. The Developer shall construct commercial driveway aprons, stop signs, stop bars, and pedestrian access ramps at the driveway access locations along Glacier Way. The Developer shall construct an east-bound right turn lane on Glacier Way at the private driveway to Lot 1, Block 1 with the development improvements. The Developer shall prepare a traffic control plan with the final construction plans for the roadway improvements along Glacier Way. E. The Developer shall construct a privately owned and maintained roadway within the interior of the site between Glacier Way and Dodd Boulevard. The private roadway shall be constructed within a private access easement on Lots 1-3, Block 1, Outlot A and Outlot B. One pair of commercial driveway entrances are proposed along the private roadway, aligning directly across from the adjacent entrance. The Developer must install a stop sign and stop bar at each driveway entrance. The Developer shall construct the private roadway consistent with the City’s Standards for Roadway Construction. A five-foot wide private sidewalk shall be constructed by the Developer along the east side of the private roadway to promote pedestrian accessibility for the development. The Developer shall record a private access easement over Lots 1-3, Block 1 and Outlots A and B for the private roadway simultaneously with the recording of the plat to provide access and establish maintenance requirements for the private roadway. F. The Developer of Outlot B must submit a detailed site plan at the time it is final platted into lots and blocks. The site design on the master site plan is shown for conceptual purposes only. G. 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 $500.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: five (5) lots/outlots at $100.00 per lot/outlots. The security will be held by the City until the Developer's land surveyor 13 193297v19 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. H. The Developer shall pay a cash fee for the preparation of record construction drawings and City base map updating. This fee is $90.00 per lot/outlot for a total charge of $450.00. I. 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 $7,800.00 and consists of three (3) mast-arm street lights at $1,400.00 each and three (3) post tops at $1,200.00 each. J. 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. K. Development of Cedar and Dodd Retail Addition includes the construction of three privately owned and maintained stormwater basins by the Developer. The private basins shall be located within Outlots A and B and Lot 1, Block 1. The Developer shall execute a private maintenance agreement for the basins and dedicate a maintenance easement over the basin area prior to City Council approval of the final plat. The stormwater management basin design is consistent with City requirements. L. Following completion of the site improvements and restoration, the Developer shall conduct two double ring infiltrometer tests (per filtration basin) in the location of the filtration basins to demonstrate that the design infiltration rates have been achieved. The Developer shall provide a $5,000 security to ensure that this testing is completed. M. Prior to sale of Lots 2 or 3, Block 1 or issuance of a building permit for either lot, Developer shall execute and record a shared access easement for Lots 2 and 3, Block 1. 14 193297v19 29. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, 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 $1,070,691.43. 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 $ 65,780.00 B. Watermain 122,100.00 C. Public Storm Sewer 8,530.00 D. Street Construction 261,848.00 E. Stormwater and filtration basin grading, erosion control, and site restoration 404,963.00 CONSTRUCTION SUB-TOTAL $ 863,221.00 OTHER COSTS: A. Developer’s Design (3.0%) $ 25,896.63 B. Developer’s Construction Survey (2.5%) 21,580.53 C. City Legal Expenses (Est. 0.5%) 4,316.11 D. City Construction Observation (Est. 5.0%) 43,161.05 E. Developer’s Record Drawings (0.5%) 4,316.11 F. Retaining Wall 29,900.00 G. Filtration Testing 5,000.00 H. Landscaping 65,000.00 I. Street Lights 7,800.00 J. Lot Corners/Iron Monuments 500.00 OTHER COSTS SUB-TOTAL $ 207,470.43 TOTAL SECURITIES: $ 1,070,691.43 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; provided, however, Wells Fargo is hereby approved. 15 193297v19 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 a letter of credit, the letter of credit shall be permitted to automatically renew. 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. 30. 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. Park Dedication Fee $ 64,698.13 B. Traffic Signal at Dodd Blvd. and Glacier Way 75,000.00 C. Pedestrian Curb Ramp at Dodd Blvd. and Glacier Way. 1,500.00 D. Trunk Storm Sewer Area Charge 82,463.50 E. Traffic Control Signs 1,400.00 F. Streetlight Operating Fee 2,138.86 G. Environmental Resources Expenses 1,325.17 H. City Base Map Updating 450.00 I. City Engineering Administration 25,896.63 (3% for letters of credit or 3.25% for alternate disbursement) TOTAL CASH REQUIREMENTS $ 254,872.29 16 193297v19 31. 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 security in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties in the letter of credit form attached hereto, from a bank subject to approval by the City Administrator; provided, however, Wells Fargo is hereby approved. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance security is 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 will endeavor to notify the Developer at least seventy-two hours in advance of any proposed action to provide an opportunity for Developer to cure the same. The City’s standard specifications for utility and street construction identify the procedures for final acceptance of streets and utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all reasonable 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 reasonable 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. 17 193297v19 C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees; provided, however, in the event the City pursues litigation to enforce the terms of this Contract, Developer’s reimbursement obligation shall not apply in the event the City is the unsuccessful party in any such litigation. D. 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. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the security for the development. E. In addition to the charges 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. 33. 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 reasonable 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 seventy-two 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. 34. 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 18 193297v19 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. C. Breach of the terms of this Contract by the Developer that remain uncured following reasonable advance notice thereof from the City 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 and construction entrances necessary for emergency ingress and egress, as approved by the City’s Building Official, shall be completed prior to issuance of any building permits. 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 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. In the event this Contract is recorded, the City covenants to provide a recordable Certificate of Completion promptly upon the completion of the work and responsibilities required herein, payment of all costs and fees required and compliance with all terms of the Contract. The 19 193297v19 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. I. Insurance. Prior to execution of the final plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: • $500,000 – Bodily Injury by Disease per employee • $500,000 – Bodily Injury by Disease aggregate 20 193297v19 • $500,000 – Bodily Injury by Accident The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City. A copy of the endorsement must be submitted with the certificate of insurance. Developer’s and general contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. J. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer’s negligence and/or willful misconduct in the performance of its obligations under this Contract, except and then to the extent caused by the negligence or willful misconduct of City, its employees, contractors, subcontractors and agents. Developer’s indemnification obligation shall apply to Developer’s general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. 21 193297v19 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 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, until the City’s issuance of a Certificate of Completion and Release. 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. 35. NOTICES. Required notices to the Developer shall be in writing, and shall be mailed to the Developer by certified mail at the following address: 5820 Westown Parkway, Des Moines, Iowa 50266, attn.: Legal Dept.. 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.] 22 193297v19 CITY OF LAKEVILLE BY: ___________________________________________ Douglas P. Anderson, Mayor (SEAL) AND __________________________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2018, by Douglas P. Anderson 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 24 193297v19 EXHIBIT “A” TO DEVELOPMENT CONTRACT Legal Description of Property Being Final Platted as CEDAR AND DODD RETAIL ADDITION Parcel 1: That part of the Northwest Quarter of Section 10, Township 114, Range 20, Dakota County, Minnesota, lying Northwesterly of the centerline of Dodd Boulevard, and its Southwesterly extension, said centerline being the Southerly line of Parcel 6 of Dakota County Road Right Of Way Map No. 67, according to the recorded map thereof, and lying Southerly and Southwesterly of the following described line: Beginning at the Southwest corner of the plat of Cedar Highlands 5th Addition, according to the recorded plat thereof;·thence South 89 degrees 26 minutes 07 seconds East assumed bearing, along the Southerly line of said plat, 375.00 feet; thence Southeasterly along the Southerly line of said plat and along a tangential curve which is concave to the Southwest, radius of 350.00 feet, central angle of 29 degrees 51 minutes 06 seconds, 182.35 feet; thence South 53 degrees 06 minutes 17 seconds West 17.07 feet; thence Southeasterly along a non-tangential curve which is concave to the Southwest, radius of 334.32 feet, central angle of 24 degrees 51 minutes 00 seconds, chord bearing South 48 degrees 17 minutes 12 seconds East, 145.00 feet to a point of reverse curve; thence Southeasterly along a tangential curve which is concave to the Northeast, radius of 559.11 feet, central angle of 20 degrees 16 minutes 52 seconds, 197.91 feet; thence South 56 degrees 08 minutes 34 seconds East, tangent to last described curve, 75.32 feet to the South line of said Parcel 6, and said line there terminating. EXCEPT that part lying Easterly of C.S.A.H. No. 23, lying Northerly of a line drawn 15.68 feet Southerly of and parallel with the South line of Outlot E, Cedar Highlands 5th Addition, and lying Westerly of the Southwesterly extension of that particular Southeasterly line of said Outlot E having a record bearing of South 53 degrees 06 minutes 17 seconds West and a record distance of 693.54 feet. Parcel 2: That part of Outlot A, CROSSROADS 1ST ADDITION, according to the recorded plat thereof, which lies north of the north line of the SW 1/4 of Section 10, T. 114 N., R. 20 W., Dakota County, Minnesota as depicted on said plat of CROSSROADS 1ST ADDITION. AND That part of Outlot A, CROSSROADS 1ST ADDITION, according to the recorded plat thereof, which lies south of the north line of the SW ¼ of Section 10, T. 114 N., R. 20 W., Dakota County, Minnesota as depicted on said plat of CROSSROADS 1ST ADDITION. DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING5565 BLAINE AVENUEINVER GROVE HEIGHTS, MINNESOTA 55076PHONE: 651-379-9090 FAX: 651-379-9091‹ 1 | P a g e City of Lakeville Planning Department 2 | P a g e 3 | P a g e 4 | P a g e 5 | P a g e 6 | P a g e ±CEDAR AVECedar and Dodd Retail Addition Plat Area D O D D B L V D GLACIER WAY G L A S G O W A V E Cedar and Dodd Retail Add development area Conditional Use Permit City of Lakeville Aerial Map EXHIBIT A ±CEDAR AVECedar and Dodd Retail Addition Plat Area D O D D B L V D GLACIER WAY G L A S G O W A V E Cedar and Dodd Retail Add development area Conditional Use Permit City of Lakeville Aerial Map EXHIBIT B C-3 C-3 C-3 PUD O-R PUD RS-3 RM-2 D O D D B LV D PUD GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEOUTLOT A ±0.84 AC. PRIVATE DRIVE LOT 1 BLOCK 1 ±3.91 AC. BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' BLDG # 4 PROP. RETAIL ±13,000 SF FFE: 1010.0' NORTH FOREBAY SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILT. BASIN - WEST CELL NORTH FILTRATION BASIN- EAST CELL CEDAR AVENUE ROW DEDICATION ± 2.11 AC BLDG # 2 PROPOSED OFFICE ±20,000 SF BLDG # 2A OFFICE / RETAIL ±12,000 SF 28.5' OUTLOT B ±4.47 AC BL D G # 1 FU E L S T A T I O N / R E T A I L ±7 , 9 4 5   S F FF E : 1 0 0 5 . 0 ' LOT 3 ±1.56 AC LOT 2 ±2.10 AC PID# 22813010101017297 GLACIER WAYROSEMOUNT, MN 55068EXISTING ZONING CLASSIFICATION:RS-3 SINGLE FAMILY RESIDENTIALDISTRICTLAKEVIEW FAMILY HOUSING ADDITIONGLACIER WAYROSEMOUNT, MN 55068EXISTING ZONING CLASSIFICATION:PUD PLANNED UNIT DEVELOPMENTPID# 2 2 1 8 6 2 0 0 1 0 1 0 1742 0 D O D D B O U L E V A R D ROS E M O U N T , M N 5 5 0 6 8 EXIS T I N G Z O N I N G C L A S S I F I C A T I O N : PUD P L A N N E D U N I T D E V E L O P M E N T PI D # 2 2 1 8 6 0 0 0 1 0 6 0 1 7 5 0 2 - 1 7 5 1 2 D O D D B O U L E V A R D R O S E M O U N T , M N 5 5 0 6 8 E X I S T I N G Z O N I N G C L A S S I F I C A T I O N : P U D P L A N N E D U N I T D E V E L O P M E N TGLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE) PID# 2 2 1 8 6 2 0 0 1 0 2 0 1745 0 D O D D B O U L E V A R D ROS E M O U N T , M N 5 5 0 6 8 EXIS T I N G Z O N I N G C L A S S I F I C A T I O N : PUD P L A N N E D U N I T D E V E L O P M E N T PID # 2 2 1 8 6 0 0 0 1 0 5 0 1 7 5 1 6 DODD BOU LEVARDROSEMOUNT, MN 5 5 0 6 8EXIST ING ZON ING C LASS IF ICAT ION :PUD P LANNED UN IT DEVE LOPMENT PID# 22186000104017533 DODD BOULEVARDROSEMOUNT, MN 55068EXIST ING ZON ING CLASS IF ICAT ION :PUD PLANNED UN IT DEVELOPMENT PROPOSED SCREENING OF DOCK AREA EXISTING ZONING CLASSIFICATION: C-3 GENERAL COMMERCIAL DISTRICT D D GLACIER WAY ROWDEDICATION ±0.81 AC.SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16082900307/30/2018AS SHOWNAD, DSEWMCBCEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONEXISTING LEGAL DESCRIPTION SEE PROVIDED ALTA SURVEY. ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MICHAEL C. BRANDT 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE (651) 643-0428 PROPOSED LEGAL DESCRIPTION LOT 1 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 2 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 3 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 4 BLOCK 1 CEDAR AND DODD RETAIL ADDITION OWNER / DEVELOPER HY-VEE, INC. 5820 WESTTOWN PARKWAY WEST DES MOINES, IOWA 50266 CONTACT: RANDY DOWNS TELEPHONE: (515) 267-2800 PP1.0CEDAR DODD RETAILPRELIMINARY PLATSITE SUMMARY EXISTING ZONING C-3 GENERAL COMMERCIAL PARCEL ACREAGE LOT 1 BLOCK 1 ±3.91 AC LOT 2 ±4.47 AC LOT 3 ±1.71 AC LOT 4 ±1.95 AC OUTLOT A ±0.84 AC CEDAR AVE ROW DEDICATION ±2.11 AC GLACIER AVE ROW DEDICATION ±0.81 AC TOTAL ±15.80 AC SURVEYOR WESTWOOD PROFESSIONAL SERVICES 7699 ANAGRAM DRIVE EDEN PRAIRIE, MN 55344 CONTACT: TELEPHONE: (952) 937-5150 CSA H 9 ( D O D D B O U L E V A R D ) PRIVATE DRIVE BLDG # 4 PROP. RETAIL ±13,000 SF FFE: 1010.0' NORTH FILTRATION BASIN- EAST CELL 18. 0 ' 24. 0 ' 20. 0 ' 20. 0 ' 24. 0 ' 20. 0 ' 20. 0 ' 24. 0 ' 18. 0 '9.0' TYP.18.0'9.0' T Y P . 24. 0 ' 12.0'24.0'24.0'48.1'38. 9 ' 187.0'72.0'25.0'18.0'9.0' TYP. A A A A A A A A R20.0'R22.0'R15.0'R15.0'R22.0'R20.0'R22.0'B B B B B B C C C C C C C C C C D E E E E E G G 23.0' 23.0'48.0'WMH H M N F F F F R10.0'24.0'12.0'10. 0 '16.5'17.1'15.9'11. 1 ' 10. 4 ' 10. 4 ' 11. 5 '18.2'17.9'J 7.0'6.0'5.0'5.0'8.3'5.0'PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HEAVY DUTY CONCRETE PAVEMENT LEGEND PROPOSED HEAVY DUTY ASPHALT EXISTING WETLAND DELINEATION PROPOSED GREENSPACE PROPOSED STORMWATER MANAGEMENT AREA PROPOSED LIGHT POLEBASE (SEE PHOTOMETRICS PLAN) SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16082900307/30/2018AS SHOWNAD, DSEWMCBCEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY JAMES R. HILL, DATED AUGUST 31, 2016 & WESTWOOD PROFESSIONAL SERVICES, DATED JULY 11, 2016. 7.1. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 15.80 ACRES. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 16. THERE ARE 1.16 ACRES OF WETLAND IMPACTS. C3.2SITE PLAN -LOT 2KEYNOTE LEGEND PROPOSED B612 CURB AND GUTTER STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK 90° STALL, STRIPING PER STRIPING NOTES PROPOSED RETAINING WALL ADA STALL/STRIPING STOP SIGN, SEE DETAIL SHEET. WITH STOP BAR. ADA ACCESSIBLE SIGN AND POST, SEE DETAILS. INTEGRAL SIDEWALK SOLID WHITE ARROW PAVEMENT MARKINGS PAD-MOUNTED TRANSFORMER LIGHT POLE BASE. SEE ELECTRICAL PLAN FOR DETAIL. A B C D E F G H M N O P Q S T RPEDESTRIAN CURB RAMP 45° SYSL STRIPING PROPOSED TRANSFORMER L I J K OUTFALL CURB "ONE WAY DO NOT ENTER" SIGN. SEE DETAILS. "BEGIN ONE WAY" SIGN. SEE DETAIL SHEET. 6" BOLLARD, SEE DETAIL SHEET. LOADING SPACEU TRASH ENCLOSURE (FUTURE)V W DRIVEWAY APRON PER CITY OF LAKEVILLE STANDARD PLATE LV-ST-4 5' BLACK MONTAGE AMERISTAR PLUS FENCE WITH MAJESTIC PANELS, WITHOUT RINGS (OR APPROVED EQUAL) X NORTH STORMWATER SOUTH & WEST- MNDOT SEED MIX 33-26119,290 SFRATE (LB/AC): 35 ANEMONE CANADENSIS / CANADIAN ANEMONE 193 SF 1% - seed ASCLEPIAS INCARNATA / SWAMP MILKWEED 193 SF 1% - seed AVENA SATIVA / COMMON OAT 13,696 SF 71% - seed BIDENS FRONDOSA / LEAFY BEGGARTICK 193 SF 1% - seed BROMUS CILIATUS / FRINGED BROME GRASS 1,157 SF 6% - seed CALAMAGROSTIS CANADENSIS / BLUEJOINT REED GRASS193 SF 1% - seed CAREX STIPATA / SAWBEAK SEDGE 193 SF 1% - seed DOELLINGERIA UMBELLATA / PARASOL WHITETOP 193 SF 1% - seed ELYMUS TRACHYCAULUS / SLENDER WHEATGRASS 579 SF 3% - seed ELYMUS VIRGINICUS / VIRGINIA WILD RYE 772 SF 4% - seed EUTROCHIUM MACULATUM / SPOTTED JOE PYE WEED 193 SF 1% - seed HELENIUM AUTUMNALE / SNEEZEWEED 193 SF 1% - seed PANICUM VIRGATUM / SWITCH GRASS 193 SF 1% - seed PHYSOSTEGIA VIRGINIANA / OBEDIENT PLANT 193 SF 1% - seed POA PALUSTRIS / FOWL BLUEGRASS 193 SF 1% - seed RUDBECKIA LACINIATA / CUTLEAF CONEFLOWER 193 SF 1% - seed SCIRPUS ATROVIRENS / DARK GREEN BULRUSH 193 SF 1% - seed SCIRPUS CYPERINUS / WOOL GRASS 193 SF 1% - seed SORGHASTRUM NUTANS / INDIAN GRASS 193 SF 1% - seed SPARTINA PECTINATA / PRAIRIE CORDGRASS 193 SF 1% - seed SYMPHYOTRICHUM NOVAE-ANGLIAE / NEW ENGLAND ASTER193 SF 1% - seed VERBENA HASTATA / BLUE VERVAIN 193 SF 1% - seed ZIZIA AUREA / GOLDEN ALEXANDER 193 SF 1% - seed CONCEPT PLANT SCHEDULE LOT 2 CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BHS 12 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT MIN WHP 5 PINUS STROBUS WHITE PINE B & B 8` HT MIN ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE JTL 2 SYRINGA RETICULATA `IVORY SILK`IVORY SILK JAPANESE TREE LILAC B & B 2" CAL. PCA 3 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 2" CAL. RVB 3 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ABM 5 ACER X FREEMANII `JEFFSRED`AUTUMN BLAZE MAPLE B & B 2.5" CAL. BVL 6 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. KCT 4 GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2.5" CAL. SWO 6 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 27 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.3` O.C.18-24" SPRD SGJ 20 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.4` O.C.18-24" SPRD TCA 19 THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE #5 CONT.4` OC 3-4` HT. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ANH 20 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE SMOOTH HYDRANGEA #5 CONT.4` O.C. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE KFG 66 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS#1 CONT.2` OC PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE PMD 113 HEMEROCALLIS X `PARDON ME`PARDON ME DAYLILY #1 CONT.18" OC GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING SOD 1,722 SF POA PRATENSIS KENTUCKY BLUEGRASS SOD PLANT SCHEDULE LOT 2 LEGEND EDGER (TYP.) LEGEND EDGER (TYP.) A LANDSCAPE KEYNOTES SHREDDED HARDWOOD MULCH (TYP.) NOT USED EDGER (TYP.) SOD (TYP.) NOT USED FIVE YEAR STABILIZATION - MNDOT SEED MIX 22-112 (TYP.) STORMWATER SOUTH & WEST- MNDOT SEED MIX 33-261 (TYP.) A B C D E F G CSA H 9 ( D O D D B O U L E V A R D ) OUTLOT A ±0.84 AC. PRIVATE DRIVE BLDG # 4 PROP. RETAIL ±13,000 SF FFE: 1010.0' NORTH FILTRATION BASIN- EAST CELL LOT 2 ±2.10 AC 3 - BVL 2 - JTL 4 - ABM20 - ALC 3 - BVL 1 - BVL 15 - KFG 12 - GOJ 43 - PMD 18 - KFG 42 - PMD 10 - ANH 9 - SGJ 10 - ANH 11 - SGJ 3 - WHP 3 - BHS 2 - WHP 4 - BHS 3 - SWO 3 - SWO 3 - PCA 1 - BVL C D D D D G D D F D D D F F F F D C D A 28 - PMD D D D 19 - TCA A D 3 - BVL 5 - ABM 5 - BHS 4 - KCT 33 - KFG 2 - NPO 3 - AGG 15 - GOJ 1 - BVL 2 - JTL 3 - RVB L1.2LANDSCAPE PLAN-LOT 2SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAS SHOWNKEH/RAHKEH/RAHJLK/RAH05/24/2018160929003I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.DATENORTH PAGE 1 OF 1Drawn By: SANDYDate:6/12/2018Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.Checked By: JILL RETAILLAKEVILL, MNLuminaire ScheduleSymbolCalculation SummaryLabelCalcTypeUnitsAvgMaxQtyLabelArrangementLLFDescriptionArr. WattsMinAvg/MinMax/MinLum. LumensCEDAR AVE RIGHT OF WAYIlluminanceFc0.010.10.0N.A.N.A.SITE CALCSIlluminanceFc1.478.90.0N.A.2AABACK-BACKN.A.LOT 1 PARKING LOT CALCIlluminance0.900EATON LIGHTING GLEON-AF-08-LED-E1-5WQ MOUNT ON 30FT POLE WITH 3FT BASE89050248Fc3.295.61.32.534.31LOT 2 PARKING LOT CALC5BBSINGLE0.900IlluminanceFc3.856.70.75.50EATON LIGHTING GLEON-AF-08-LED-E1-SL4 MOUNT ON 30FT POLE WITH 3FT BASE445453309.57PRIVATE DRIVE LANEIlluminanceFc3.188DDSINGLE0.900EATON LIGHTING GLEON-AF-06-LED-E1-SL3 MOUNT ON 30FT POLE WITH 3FT BASE333356042FFSINGLE0.9008.10.83.98EATON LIGHTING GWC-AF-02-LED-E1-T4FT WALL MOUNT AT APPORX 18FT113124974GGSINGLE0.900EATON LIGHTING XTOR2B MOUNT AT APPROX 8FT 18.221356HHSINGLE0.900EATON LIGHTING GWC-AF-02-LED-E1-T3 WALL MOUN AT APPROX 18FT1131242510.13Plan ViewScale: 1 inch= 75 Ft.20KSVFP S20KSV F PS8 9 ±0.84 AC.OUTLOT A ±3.91 AC.BLOCK 1LOT 1 FFE: 1019.0'±6,040 SFRETAIL/RESTAURANTPROP.BLDG # 3 13 12 7 6 CEDAR AVENUE ROW DEDICATION ± 2.11 AC ±20,000 SFPROPOSED OFFICEBLDG # 2 ±12,000 SF RETAILOFFICE /BLDG # 2A NO PARKING NO PARKING ±4.47 ACOUTLOT B 6 ±1.56 ACLOT 3 ±2.10 ACLOT 2NO PARKINGNO PARKING TTTT TT N.INV.=987.22 RIM=991.94 CATCH BASIN INV.=978.23RIM=992.39SANITARY MANHOLE INV.=977.43RIM=997.77SANITARY MANHOLE COCOCOCODDDDBBGGGGGGFFFFGGDDBBBBBBAAAABBHHHHHHHHHHHHDDDDDDDDDD0.00.0 0.00.0 0.0 0.00.0 0.1 0.1 0.10.0 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.2 0.2 0.2 0.10.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.10.1 0.1 0.2 0.4 0.4 0.4 0.3 0.2 0.1 0.10.1 0.2 0.2 0.4 0.6 0.7 0.6 0.4 0.3 0.2 0.10.1 0.3 0.5 0.8 1.0 0.9 0.7 0.5 0.3 0.2 0.1 0.10.2 0.3 0.6 0.9 1.3 1.5 1.2 0.9 0.6 0.4 0.3 0.1 0.1 0.00.4 0.7 1.1 1.5 1.8 1.8 1.4 1.1 0.8 0.5 0.3 0.2 0.1 0.0 0.00.5 0.9 1.3 1.7 2.0 2.0 1.7 1.6 1.3 1.0 0.6 0.3 0.1 0.1 0.0 0.00.5 1.0 1.6 2.0 2.1 2.2 2.2 1.9 1.8 1.6 1.1 0.6 0.3 0.1 0.1 0.01.2 1.9 2.5 2.7 2.7 2.5 2.3 2.4 2.0 1.6 1.0 0.4 0.2 0.1 0.0 0.01.2 1.9 2.8 3.7 3.5 3.2 2.7 2.9 2.7 1.8 1.0 0.5 0.1 0.1 0.0 0.01.8 2.3 3.2 3.6 3.6 3.4 3.3 3.3 1.8 0.7 0.2 0.2 0.1 0.1 0.01.8 2.1 2.5 3.1 3.5 3.8 4.9 5.2 1.9 0.3 0.2 0.1 0.1 0.12.1 2.2 2.5 2.8 3.1 4.9 7.6 3.5 0.6 0.2 0.1 0.1 0.12.0 2.0 2.2 2.4 2.9 3.8 3.9 2.3 0.9 0.5 0.2 0.1 0.11.9 2.0 2.2 2.6 2.8 2.0 0.6 0.5 0.5 0.3 0.2 0.11.7 1.8 2.0 2.2 2.2 1.5 0.3 0.2 0.2 0.2 0.21.7 1.8 2.0 2.0 1.5 0.5 0.2 0.2 0.1 0.11.7 1.8 1.8 1.8 1.5 0.8 0.2 0.2 0.1 0.11.9 1.9 1.9 1.8 1.2 0.4 0.2 0.1 0.12.0 2.0 1.9 2.0 1.9 1.1 0.3 0.2 0.1 0.12.0 2.1 2.1 2.3 2.0 0.9 0.2 0.1 0.11.5 2.1 2.3 2.3 2.8 2.2 0.6 0.2 0.1 0.11.7 2.2 2.6 2.6 3.2 2.2 0.3 0.2 0.11.1 2.0 2.7 3.1 2.9 3.6 2.3 0.3 0.2 0.10.5 1.3 2.4 3.4 3.5 3.4 4.7 3.3 0.5 0.2 0.10.6 1.4 2.6 3.8 3.6 3.8 6.3 4.5 0.8 0.3 0.20.7 1.5 2.5 3.3 3.5 3.6 5.9 3.0 0.7 0.3 0.20.7 1.5 2.2 2.8 3.0 3.0 4.2 1.1 0.4 0.2 0.10.8 1.5 2.0 2.4 2.6 3.0 2.8 0.4 0.2 0.10.8 1.5 2.0 2.3 2.3 2.9 2.3 0.3 0.2 0.10.9 1.6 2.0 2.0 2.1 2.3 1.8 0.4 0.2 0.10.4 1.0 1.7 1.9 1.8 1.9 1.9 1.5 0.5 0.2 0.10.6 1.0 1.5 1.6 1.6 1.6 1.7 1.3 0.5 0.2 0.10.6 1.0 1.3 1.4 1.3 1.3 1.2 0.9 0.4 0.1 0.10.6 0.9 1.1 1.1 1.1 1.1 0.9 0.7 0.4 0.1 0.1 0.10.0 0.00.6 0.8 1.0 1.1 1.0 1.0 0.8 0.6 0.4 0.2 0.1 0.10.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.5 0.7 1.0 1.1 1.1 1.0 0.9 0.7 0.4 0.2 0.1 0.10.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.4 0.7 1.1 1.4 1.4 1.3 1.1 0.9 0.6 0.3 0.1 0.10.2 0.2 0.3 0.4 0.5 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.3 0.7 1.2 1.7 1.6 1.5 1.5 1.3 0.9 0.3 0.1 0.10.1 0.2 0.4 0.6 0.9 1.2 1.4 1.4 1.1 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.7 1.3 1.9 1.9 1.8 1.8 1.7 1.1 0.2 0.1 0.10.2 0.3 0.6 1.1 1.6 2.2 2.6 2.6 2.1 1.6 1.1 0.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.7 1.4 1.9 2.1 2.0 2.2 2.0 1.0 0.2 0.1 0.10.2 0.4 0.8 1.4 2.2 3.2 4.2 3.9 3.1 2.6 2.3 1.5 0.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.8 1.5 2.1 2.3 2.3 2.7 2.3 0.8 0.2 0.2 0.10.2 0.3 0.6 1.1 1.8 2.7 3.4 3.8 3.3 3.4 0.0 0.8 1.4 1.5 1.3 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.4 0.9 1.6 2.2 2.5 2.6 3.1 2.6 0.4 0.3 0.2 0.20.2 0.2 0.2 0.3 0.6 1.0 1.8 2.8 3.5 3.2 0.02.3 2.3 2.2 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.5 1.1 1.9 2.5 3.0 3.0 3.2 3.1 0.5 0.3 0.2 0.2 0.20.2 0.2 0.2 0.3 0.3 0.5 0.8 1.3 0.03.4 3.1 3.3 1.9 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.6 1.2 2.3 3.2 3.7 3.7 4.0 4.6 0.8 0.5 0.3 0.3 0.30.3 0.3 0.3 0.4 0.6 0.8 0.7 0.5 0.33.2 4.2 2.8 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.6 3.9 4.1 4.1 5.2 7.0 1.3 0.7 0.4 0.4 0.4 0.5 0.6 0.6 0.6 1.3 2.0 2.0 1.6 1.1 0.7 0.44.0 4.1 3.5 1.8 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.00.8 1.7 2.8 3.9 4.2 4.4 5.5 6.3 1.3 0.8 0.5 0.5 0.6 0.7 1.0 2.0 2.8 3.8 3.9 3.2 2.5 1.7 1.1 0.73.2 3.2 3.4 2.2 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.3 0.5 0.9 1.9 3.0 4.0 4.7 4.6 5.2 4.2 1.2 0.7 0.6 0.7 1.0 2.5 5.0 5.0 4.3 4.3 4.2 3.6 2.8 2.1 1.5 1.03.4 2.6 2.2 1.2 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.6 1.1 2.1 3.9 4.9 5.4 5.0 5.6 3.4 1.3 0.9 1.3 2.0 3.2 4.6 5.2 5.1 4.3 4.0 3.7 3.3 2.8 2.3 1.7 1.2 0.92.2 2.2 1.8 1.3 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.9 1.1 1.3 2.1 3.9 5.6 5.9 5.8 5.5 5.6 3.7 1.8 1.8 2.8 4.2 4.6 4.2 4.7 5.1 4.5 3.8 3.4 3.1 2.7 2.4 1.9 1.5 1.11.8 1.8 1.6 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.9 3.5 6.6 5.6 4.8 5.3 6.1 6.2 5.7 5.8 5.7 4.1 2.2 2.6 3.5 4.4 4.3 4.1 4.2 4.6 4.2 3.4 3.0 2.8 2.6 2.4 2.1 1.7 1.3 1.11.7 2.2 2.2 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.1 1.9 3.6 5.7 5.7 4.5 3.9 4.7 5.8 6.1 5.7 5.9 5.8 4.4 2.3 2.7 3.4 3.8 3.8 3.7 3.6 3.7 3.6 3.1 2.8 2.6 2.5 2.5 2.3 1.9 1.6 1.42.9 2.9 2.3 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.7 1.1 1.5 1.9 2.6 3.3 3.4 3.5 3.9 4.0 4.2 4.8 5.7 5.9 6.1 6.0 6.2 4.4 2.4 2.6 3.0 3.2 3.3 3.2 3.1 3.0 3.0 2.8 2.6 2.5 2.5 2.5 2.4 2.1 1.9 1.63.4 3.5 3.2 1.6 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.5 0.8 1.0 1.1 1.3 1.6 2.0 2.2 2.7 2.6 2.9 3.4 3.8 4.1 4.4 4.6 5.2 5.5 5.7 5.4 5.9 3.8 2.1 2.2 2.6 2.8 3.0 2.9 2.8 2.7 2.7 2.6 2.6 2.6 2.6 2.6 2.5 2.3 2.2 2.0 1.73.3 3.9 4.3 2.2 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.6 1.4 2.2 2.3 2.1 1.9 1.9 2.1 2.1 2.3 2.6 2.8 3.1 3.6 3.9 3.8 4.0 4.6 5.0 5.1 4.8 5.5 3.8 1.8 1.9 2.2 2.5 2.7 2.7 2.6 2.6 2.6 2.7 2.7 2.8 2.7 2.7 2.6 2.5 2.4 2.3 2.13.2 3.8 2.7 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.6 2.6 3.8 4.0 3.5 2.9 2.5 2.2 2.2 2.1 2.3 2.5 2.5 2.5 2.6 2.6 2.7 3.2 4.0 4.7 4.7 4.6 6.0 5.3 1.8 1.7 2.0 2.4 2.6 2.7 2.7 2.7 2.8 2.9 2.9 3.0 3.0 2.9 2.9 2.8 2.8 2.7 2.43.4 3.1 2.6 1.5 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.6 4.1 4.8 4.3 4.4 4.3 3.8 3.2 2.7 2.5 2.3 2.4 2.5 2.5 2.3 2.2 1.8 1.6 1.7 2.3 3.3 4.5 4.3 4.5 6.4 6.9 1.9 1.7 1.9 2.3 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.3 3.3 3.3 3.3 3.3 3.1 2.7 2.22.6 2.0 1.4 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.2 0.3 0.6 1.0 2.2 4.4 5.4 5.1 4.3 4.0 3.8 3.5 3.1 2.8 2.5 2.4 2.3 2.2 2.2 2.1 1.9 1.3 1.0 1.1 1.8 2.8 3.8 4.1 4.1 5.4 4.8 1.7 1.6 1.8 2.2 2.5 2.8 3.0 3.2 3.4 3.6 3.7 3.7 3.8 3.9 4.0 4.0 3.9 3.6 3.0 2.51.7 1.3 1.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.3 0.8 1.7 3.2 4.3 4.3 4.8 5.1 4.6 3.8 3.4 3.1 2.8 2.7 2.4 2.1 1.7 1.9 2.3 2.3 2.1 1.4 0.8 0.9 1.6 2.4 3.1 3.5 3.5 4.5 3.1 1.4 1.6 1.9 2.2 2.6 2.9 3.2 3.5 3.8 4.1 4.3 4.4 4.6 4.8 4.9 4.7 4.5 4.1 3.5 2.8 2.32.5 2.3 1.3 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.3 0.6 1.6 3.0 4.3 4.6 4.2 4.4 4.7 4.4 3.5 3.0 2.7 2.5 2.4 2.3 2.2 1.5 1.7 3.1 2.9 2.8 2.0 1.2 1.0 1.5 2.2 2.7 3.1 3.2 4.1 2.7 1.5 1.7 2.0 2.4 2.7 3.0 3.4 3.8 4.2 4.6 4.9 5.0 5.3 5.5 5.6 5.3 5.0 4.6 4.0 3.2 2.53.2 3.2 2.6 2.0 1.3 0.7 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.4 1.1 2.1 3.3 4.2 4.3 4.1 4.0 3.9 3.8 3.1 2.6 2.3 2.2 2.2 2.7 6.7 2.6 0.0 3.2 3.6 4.0 2.8 1.7 1.2 1.5 2.2 2.6 3.0 3.2 3.7 2.7 1.7 1.9 2.2 2.5 2.9 3.2 3.6 4.1 4.5 5.0 5.3 5.6 5.8 5.9 6.1 5.9 5.4 4.9 4.4 3.5 2.73.3 3.8 4.1 4.5 3.8 2.7 2.0 1.2 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.7 1.5 2.5 3.4 4.0 4.1 3.9 3.6 3.4 3.1 2.7 2.2 2.2 2.7 2.1 2.2 7.93.3 4.5 4.0 2.3 1.6 1.6 2.2 2.6 2.7 3.0 3.3 2.9 2.0 2.1 2.4 2.8 3.1 3.5 4.0 4.5 4.9 5.3 5.5 5.9 6.2 6.2 6.5 6.6 5.7 5.0 4.5 3.7 3.2 3.1 3.5 3.8 4.2 4.4 4.0 2.8 2.0 1.2 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.4 1.0 2.0 2.9 3.7 4.0 4.0 3.9 3.5 3.0 2.7 2.3 2.1 2.9 8.6 3.34.5 4.3 4.6 3.2 2.2 1.8 2.2 2.6 2.5 2.8 3.1 3.0 2.4 2.4 2.7 3.1 3.5 4.0 4.6 5.0 5.4 5.6 5.7 6.0 6.4 6.3 6.4 6.5 5.8 5.1 4.6 3.9 3.3 3.1 3.1 3.3 3.3 2.8 2.1 1.5 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.5 1.4 2.6 3.5 3.9 4.1 4.0 3.8 3.3 2.8 2.4 2.1 2.0 2.5 1.43.9 4.5 4.0 3.1 2.3 2.2 2.3 2.4 2.6 2.9 2.9 2.6 2.7 3.0 3.5 4.0 4.7 5.3 5.7 5.9 5.9 5.9 6.0 6.3 6.3 6.2 6.0 5.6 5.0 4.3 3.8 3.3 2.9 2.7 2.5 2.1 1.6 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.5 1.8 3.4 4.1 4.1 4.1 4.0 3.6 3.1 2.6 2.3 2.1 2.0 2.5 2.84.2 4.8 4.4 4.0 2.9 2.3 2.1 2.2 2.3 2.6 2.7 2.7 2.9 3.4 3.9 4.6 5.2 5.7 6.0 6.2 6.3 6.1 6.0 6.0 6.1 6.0 5.7 5.2 4.6 3.9 3.4 3.0 2.6 2.2 1.8 1.4 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.5 1.9 4.2 4.6 4.2 4.0 3.8 3.4 2.9 2.6 2.4 2.3 2.2 2.4 3.2 4.04.9 4.7 4.7 3.6 2.5 2.0 1.9 2.1 2.3 2.5 2.7 3.0 3.5 4.2 4.9 5.4 6.1 6.3 6.3 6.4 6.2 5.9 5.7 5.6 5.4 5.0 4.5 3.9 3.3 2.9 2.5 2.2 1.8 1.5 1.1 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 1.5 4.2 4.5 4.3 4.0 3.6 3.2 2.8 2.6 2.5 2.5 2.4 2.8 4.0 3.64.4 4.9 4.4 2.9 2.1 1.9 2.0 2.3 2.5 2.7 3.0 3.5 4.2 4.9 5.4 6.2 6.7 6.4 6.2 6.1 5.7 5.5 5.2 4.8 4.3 3.8 3.3 2.9 2.5 2.2 1.8 1.5 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.4 1.3 4.2 4.3 4.4 4.2 3.7 3.2 2.7 2.5 2.5 2.6 2.6 2.9 4.4 5.6 4.24.5 5.0 5.1 3.3 2.4 2.0 2.1 2.4 2.7 3.0 3.2 3.4 4.2 4.9 5.3 5.9 6.5 6.2 6.0 5.8 5.5 5.2 4.8 4.3 3.8 3.3 2.9 2.5 2.2 1.9 1.6 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 1.2 4.8 5.1 5.0 4.8 4.1 3.3 2.8 2.5 2.5 2.6 2.8 3.1 3.5 5.2 4.9 3.53.7 4.6 3.8 2.8 2.3 2.3 2.6 3.0 3.4 3.5 3.4 3.9 4.6 5.0 5.4 5.7 5.7 5.6 5.3 5.1 4.8 4.4 3.8 3.4 2.9 2.6 2.2 1.9 1.6 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 1.0 5.2 5.3 5.0 4.7 4.0 3.4 2.9 2.6 2.6 2.8 3.1 3.3 3.4 3.9 4.0 5.04.0 3.8 3.6 3.1 2.7 2.7 2.9 3.2 3.7 3.9 3.5 3.5 4.1 4.6 4.9 5.1 5.1 4.9 4.6 4.4 4.2 3.8 3.4 3.0 2.6 2.2 1.9 1.6 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 0.8 3.5 4.6 4.3 4.2 3.8 3.5 3.2 3.0 2.9 2.9 3.1 3.4 3.4 3.4 4.0 5.2 4.03.3 3.1 3.0 3.0 3.1 3.1 3.3 3.8 4.2 3.7 3.1 3.6 4.0 4.3 4.3 4.3 4.1 3.8 3.7 3.5 3.2 2.9 2.5 2.2 1.9 1.6 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.2 0.4 0.6 2.2 4.3 4.3 4.2 4.1 4.0 3.7 3.4 3.2 3.0 2.9 3.1 3.3 3.3 3.6 5.2 5.0 4.12.2 2.6 2.6 2.9 3.2 3.4 3.5 3.9 4.6 4.3 2.8 3.2 3.5 3.5 3.5 3.4 3.3 3.2 3.0 2.9 2.6 2.4 2.1 1.8 1.5 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.2 0.3 0.4 1.6 4.2 4.6 4.4 4.6 4.6 4.3 4.0 3.5 3.0 2.7 2.8 3.1 3.1 3.1 3.9 4.7 3.72.1 5.0 2.2 2.2 2.4 2.8 3.2 3.5 3.7 3.9 4.5 5.0 3.3 2.9 3.0 2.9 2.9 2.8 2.7 2.6 2.5 2.3 2.1 1.9 1.6 1.4 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.2 0.4 1.3 3.2 4.2 4.4 4.8 5.1 4.9 4.4 3.9 3.2 2.7 2.5 2.7 2.8 2.6 2.7 2.9 2.8 0.78.9 1.9 1.7 1.7 1.8 2.3 2.7 3.2 3.6 3.8 4.1 4.2 5.3 5.7 3.0 2.8 2.5 2.4 2.3 2.2 2.1 2.0 1.8 1.6 1.4 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 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4.2 4.2 3.8 3.2 2.7 2.4 2.2 2.1 2.2 2.4 2.7 3.0 3.4 3.8 4.0 4.3 5.1 5.5 4.7 2.4 1.1 0.9 1.1 1.7 2.4 2.8 2.9 3.0 3.1 3.0 2.5 1.9 1.3 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 1.0 3.2 4.3 3.9 3.2 2.6 2.2 1.9 1.8 1.9 2.2 2.7 3.2 3.8 4.3 4.6 4.4 4.9 4.7 2.0 0.9 0.6 0.6 0.8 1.3 2.0 2.7 2.9 2.9 3.1 3.1 2.8 2.4 1.8 0.9 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 1.6 3.0 3.2 2.7 2.2 1.8 1.5 1.4 1.6 2.0 2.5 3.2 3.9 4.6 4.7 3.7 2.3 1.1 0.8 0.6 0.5 0.5 0.5 0.9 1.6 2.4 2.8 2.9 3.0 2.9 2.7 2.6 2.6 1.7 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.5 2.0 1.9 1.6 1.3 1.0 1.0 1.2 1.7 2.3 2.8 3.3 3.6 3.0 1.6 0.8 0.6 0.5 0.5 0.4 0.4 0.4 0.7 1.1 1.9 2.3 2.7 2.9 2.8 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0.1 0.2 0.2 0.4 1.1 1.8 2.1 2.2 2.4 2.5 1.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.7 1.1 1.7 2.4 3.4 3.6 3.7 3.6 4.5 2.2 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.1 1.8 2.2 2.5 2.5 3.0 1.5 0.3 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 1.2 2.0 3.0 3.7 3.4 3.1 3.0 3.0 1.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.2 1.9 2.4 2.8 2.7 3.6 1.6 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.7 1.3 2.1 2.7 2.9 2.8 2.5 3.0 2.3 1.2 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.5 1.2 2.2 2.9 3.3 3.1 4.3 2.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.7 1.4 1.9 2.2 2.4 2.4 2.3 2.2 1.7 1.0 0.4 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.3 2.4 3.6 3.6 3.7 5.6 4.6 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.8 2.1 2.1 1.9 1.9 1.7 1.2 0.6 0.2 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.3 2.4 3.7 3.6 3.7 5.8 5.0 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.8 2.0 1.7 1.6 1.4 1.0 0.6 0.3 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.2 2.2 3.0 3.3 3.2 4.5 2.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.9 1.4 1.8 1.6 1.4 1.1 0.8 0.5 0.3 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.2 1.9 2.4 2.8 2.8 3.8 1.7 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.4 1.4 1.1 0.8 0.6 0.4 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.1 1.8 2.2 2.5 2.5 3.0 1.5 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.0 0.8 0.6 0.5 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.0 1.8 2.1 2.2 2.4 2.5 1.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.7 0.6 0.50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.0 1.7 2.0 1.9 2.0 2.1 1.4 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.0 1.6 1.8 1.7 1.7 1.7 1.3 0.5 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.4 0.9 1.4 1.5 1.4 1.4 1.3 1.0 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.1 1.0 1.0 0.9 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 0.7 0.7 0.6 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' BLDG # 2 PROPOSED OFFICE ±20,000 SF BLDG # 2A OFFICE / RETAIL ±12,000 SF 28.5' 1024.00SB-01 1026.80SB-02 1032.00SB-03 1022.00 SB-04 1023.20SB-05 1028.00SB-06 1015.80SB-07 1011.00SB-08 1021.40SB-09 1007.00SB-10 1002.60SB-11 1001.20SB-12 C3.8TRUCK TURN PLANSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16082900307/30/2018AS SHOWNAD, DSEWMCBCEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONTHE VEHICLE MANEUVERING IDENTIFIED ON THIS PLAN WAS PREPARED USING AUTOTURN SOFTWARE AND DOES NOT NECESSARILY REPRESENT ACTUAL CONDITIONS NOR DOES IT ACCOUNT FOR EXTERNAL FACTORS. THIS ANALYSIS SHOULD NOT BE USED AS THE SOLE BASIS FOR THE CLIENT'S DECISION MAKING NORTH DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING5565 BLAINE AVENUEINVER GROVE HEIGHTS, MINNESOTA 55076PHONE: 651-379-9090 FAX: 651-379-9091‹ 1 | P a g e City of Lakeville Planning Department 2 | P a g e 3 | P a g e ±CEDAR AVECedar and Dodd Retail Addition Plat Area D O D D B L V D GLACIER WAY G L A S G O W A V E Cedar and Dodd Retail Addition Final Plat area City of Lakeville Aerial Map EXHIBIT A PID# 22813010101017297 GLACIER WAYROSEMOUNT, MN 55068EXISTING ZONING CLASSIFICATION:RS-3 SINGLE FAMILY RESIDENTIALDISTRICTLAKEVIEW FAMILY HOUSING ADDITIONGLACIER WAYROSEMOUNT, MN 55068EXISTING ZONING CLASSIFICATION:PUD PLANNED UNIT DEVELOPMENTPID# 2 2 1 8 6 2 0 0 1 0 1 0 1742 0 D O D D B O U L E V A R D ROS E M O U N T , M N 5 5 0 6 8 EXIS T I N G Z O N I N G C L A S S I F I C A T I O N : PUD P L A N N E D U N I T D E V E L O P M E N T PI D # 2 2 1 8 6 0 0 0 1 0 6 0 1 7 5 0 2 - 1 7 5 1 2 D O D D B O U L E V A R D R O S E M O U N T , M N 5 5 0 6 8 E X I S T I N G Z O N I N G C L A S S I F I C A T I O N : P U D P L A N N E D U N I T D E V E L O P M E N TGLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE) PID# 2 2 1 8 6 2 0 0 1 0 2 0 1745 0 D O D D B O U L E V A R D ROS E M O U N T , M N 5 5 0 6 8 EXIS T I N G Z O N I N G C L A S S I F I C A T I O N : PUD P L A N N E D U N I T D E V E L O P M E N T PID # 2 2 1 8 6 0 0 0 1 0 5 0 1 7 5 1 6 DODD BOU LEVARDROSEMOUNT, MN 5 5 0 6 8EXIST ING ZON ING C LASS IF ICAT ION :PUD P LANNED UN IT DEVE LOPMENT PID# 22186000104017533 DODD BOULEVARDROSEMOUNT, MN 55068EXIST ING ZON ING CLASS IF ICAT ION :PUD PLANNED UN IT DEVELOPMENT PROPOSED SCREENING OF DOCK AREA PROPOSED SCREENING OF DOCK AREA EXISTING ZONING CLASSIFICATION: C-3 GENERAL COMMERCIAL DISTRICTS89° 31' 23.05"W299.843'L=133.686,R=302.047D=25.3591GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEOUTLOT A ±0.84 AC. BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' LOT 2 ±4.47 AC. PRIVATE DRIVE LOT 1 BLOCK 1 ±3.91 AC. CEDAR AVENUE ROW DEDICATION ± 2.11 AC BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' LOT 3 ±1.71 AC LOT 4 ±1.95 AC BLDG # 4 PROP. RETAIL ±10,000 SF FFE: 1010.0' NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 'L=65.626,R=275.139D=13.6662L=212.013,R=598.289D=20.3037N57° 10' 04.90"W33.012'N2° 16' 08.40"E 35.428' SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILTRATION BASIN- EAST CELL ∆ ∆ ∆ ∆GLACIER WAY ROWDEDICATION ±0.81 AC.SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHEXISTING LEGAL DESCRIPTION SEE PROVIDED ALTA SURVEY. ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MICHAEL C. BRANDT 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE (651) 643-0428 PROPOSED LEGAL DESCRIPTION LOT 1 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 2 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 3 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 4 BLOCK 1 CEDAR AND DODD RETAIL ADDITION OWNER / DEVELOPER HY-VEE, INC. 5820 WESTTOWN PARKWAY WEST DES MOINES, IOWA 50266 CONTACT: RANDY DOWNS TELEPHONE: (515) 267-2800 PP1.0CEDAR DODD RETAILPRELIMINARY PLATSITE SUMMARY EXISTING ZONING C-3 GENERAL COMMERCIAL PARCEL ACREAGE LOT 1 BLOCK 1 ±3.91 AC LOT 2 ±4.47 AC LOT 3 ±1.71 AC LOT 4 ±1.95 AC OUTLOT A ±0.84 AC CEDAR AVE ROW DEDICATION ±2.11 AC GLACIER AVE ROW DEDICATION ±0.81 AC TOTAL ±15.80 AC SURVEYOR WESTWOOD PROFESSIONAL SERVICES 7699 ANAGRAM DRIVE EDEN PRAIRIE, MN 55344 CONTACT: TELEPHONE: (952) 937-5150 EXHIBIT C 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.mn.us June 1, 2107 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR AND DODD RETAIL ADDITION The Dakota County Plat Commission met on May 30, 2017, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 23 (Cedar Ave.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat is along CSAH 23, CSAH 9, and Glacier Way. The right-of-way needs along CSAH 23 are 100 feet of half right of way for a future 6-lane roadway with ½-mile full access spacing. The right-of-way needs along CSAH 9 are 75 feet half right of way for a four-lane divided roadway with ¼-mile full access spacing. According to the Cedar Avenue Corridor Study, future access along CSAH 23 includes a full access and traffic signal at Glacier Way and a restricted or ¾-access location at CSAH 9. CSAH 9 is planned for a turnback to the City in the future after 179th Street West extends westerly of CSAH 23 and connects to CSAH 9 (Dodd Blvd). CSAH 9 access includes a full access at Glacier Way and a future right-turns only access at Glascow Avenue (currently a full access). As discussed, with the future turnback of CSAH 9, the City and developer would like construct a ¾-access at the CSAH 9/Glascow Avenue intersection. With the City taking over CSAH 9 in the future, the Plat Commission was open to the ¾-access; however, the Transportation/Traffic Department requires approval of the geometric design for the ¾-intersection. The Plat Commission has reviewed the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners. Traffic volumes on CSAH 9 and CSAH 23 are 12,200 and 21,600 ADT (respectively) and are anticipated to be 19,200 and 35,000 ADT (respectively) by the year 2030. 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, Todd B. Tollefson Secretary, Plat Commission c: 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.mn.us June 1, 2107 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR AND DODD RETAIL ADDITION The Dakota County Plat Commission met on May 30, 2017, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 23 (Cedar Ave.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat is along CSAH 23, CSAH 9, and Glacier Way. The right-of-way needs along CSAH 23 are 100 feet of half right of way for a future 6-lane roadway with ½-mile full access spacing. The right-of-way needs along CSAH 9 are 75 feet half right of way for a four-lane divided roadway with ¼-mile full access spacing. According to the Cedar Avenue Corridor Study, future access along CSAH 23 includes a full access and traffic signal at Glacier Way and a restricted or ¾-access location at CSAH 9. CSAH 9 is planned for a turnback to the City in the future after 179th Street West extends westerly of CSAH 23 and connects to CSAH 9 (Dodd Blvd). CSAH 9 access includes a full access at Glacier Way and a future right-turns only access at Glascow Avenue (currently a full access). As discussed, with the future turnback of CSAH 9, the City and developer would like construct a ¾-access at the CSAH 9/Glascow Avenue intersection. With the City taking over CSAH 9 in the future, the Plat Commission was open to the ¾-access; however, the Transportation/Traffic Department requires approval of the geometric design for the ¾-intersection. The Plat Commission has reviewed the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners. Traffic volumes on CSAH 9 and CSAH 23 are 12,200 and 21,600 ADT (respectively) and are anticipated to be 19,200 and 35,000 ADT (respectively) by the year 2030. 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, Todd B. Tollefson Secretary, Plat Commission c: • • • • • CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 22 OOFF 1100 • • • • • CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 33 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 44 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 55 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 66 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 77 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 88 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 99 OOFF 1100 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT AAUUGGUUSSTT 2299,, 22001188 PPAAGGEE 1100 OOFF 1100