Loading...
HomeMy WebLinkAboutItem 11June 30, 2015 GRENADA BUSINESS PARK 2"D ADDITION JULY 6, 2015 CITY COUNCIL MEETING PROPOSED ACTION Item No. Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the preliminary and final plat of Grenada Business Park 2nd Addition, 2) a resolution vacating public drainage and utility easements and, 3), a stormwater maintenance agreement. Approval of this motion will allow the development of 1.18 acres of property for an addition to Mendell, Inc. OVERVIEW Representatives of Lakeville Technologies, LLC (aka Mendell, Inc.) have submitted applications and plans for the preliminary and final plat of one industrial lot and vacation of public drainage and utility easements. The preliminary and final plat, to be known as Grenada Business Park 2nd Addition, includes one lot on 1.18 acres. The project is proposed in conjunction with plans for a 18,700 square foot addition to the existing manufacturing, office and warehouse building located at 21463 Grenada Avenue. The easement vacation is required to allow the building to expand to the north. The Planning Commission held a public hearing at their June 18, 2015 meeting and recommended unanimous approval. The Parks, Recreation and Natural Resources Committee reviewed the preliminary plat at their June 17, 2015 meeting and recommended approval. PRIMARY ISSUES TO CONSIDER How will the two platted lots be combined? The existing Mendell, Inc. building is located on Lot 1, Block 1, Grenada Business Park. The addition will be located on Lot 1, Block 1, Grenada Business Park 2nd Addition. Planning Department staff will draft a Zoning Lot Letter to be recorded on the property title authorizing the combination of the two properties into a single parcel. SUPPORTING INFORMATION 0 Resolution approving the preliminary and final plat 0 Resolution vacating drainage and utility easements 0 Signed development contract and stormwater maintenance agreement 0 June 18, 2015 draft Planning Commission meeting minutes 0 June 17, 2015 draft Parks, Recreation and Natural Resources Committee meeting minutes 0 June 11, 2015 planning report and June 10, 2015 and engineering report Frank Dempsey, AICP, Associate Planner Financial Impact: $ None Budgeted: Y/N Source: Related Documents (CIP, ERP, etc.): Zoning and Subdivision Ordinances Envision Lakeville Community Values: Economic Development Supporting a Diversified Local Economy (Reserved for Dakota County Recording Information) I- 14"01211 :1:4ATJIMP RESOLUTION NO. 15 - RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT OF GRENADA BUSINESS PARK 2"D ADDITION WHEREAS, the owner of the property described as GRENADA BUSINESS PARK 2"D ADDITION has requested approval of a preliminary and final plat; and WHEREAS, the preliminary and final plat was reviewed by the Parks, Recreation and Natural Resources Committee on June 17, 2015; and WHEREAS, the preliminary and final plat was reviewed by the Planning Commission on June 18, 2015; and WHEREAS, the preliminary and final plat is acceptable to the City. NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: 1. The GRENADA BUSINESS PARK 211 ADDITION preliminary and final plat is approved subject to the developer's execution of the development contract and security requirements. 2. The Mayor and City Clerk are hereby authorized to sign the development contract and the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. DATED this 611 day of July 2015 CITY OF LAKEVILLE Matt Little, Mayor ATTEST: Charlene Friedges, City Clerk STATE OF MINNESOTA) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 6th day of July 2015 as shown by the minutes of said meeting in my possession. Charlene Friedges City Clerk (SEAL) Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 15 - RESOLUTION VACATING PUBLIC DRAINAGE AND UTILITY EASEMENTS WHEREAS, the Planning Commissionconducted a public hearing on June 18, 2015, preceded by two (2) weeks published notice, to consider the vacation of the following described public drainage and utility easement; and WHEREAS, the City Council has determined that it is in the public interest to vacate said public drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The following public drainage and utility easement is hereby vacated, subject to the recording of the Grenada Business Park 2"d Addition final plat: The 10 foot wide public drainage and utility easement adjoining the northerly line of Lot 1, Block 1 Grenada Business Park, Dakota County, Minnesota, according to the recorded plat thereof. EXCEPT the west 15 feet thereof, and EXCEPT the easterly 20 feet that adjoins the public right-of-way of Grenada Avenue. And also, The public drainage and utility easement within Outlot B, Grenada Business Park, Dakota County, Minnesota, according to the recorded plat thereof. 2. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. DATED this 6" day of July 2015 CITY OF LAKEVILLE Matt Little, Mayor ATTEST: M. Charlene Friedges, City Clerk STATE OF MINNESOTA) CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. 15- 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 6 t day of July, 2015 as shown by the minutes of said meeting in my possession. Charlene Friedges City Clerk Seal Drafted By: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) GRENADA BUSINESS PARK 2ND ADDITION CONTRACT dated , 2015, by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation ("City"), and LAKEVILLE TECHNOLOGIES, LLC, a Minnesota limited liability company (the "Developer") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for GRENADA BUSINESS PARK 2ND 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 as: Outlot B, GRENADA BUSINESS PARK, Dakota County, Minnesota. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, and 3) the necessary insurance for the Developer and its construction 182236v2 contractors has been received by the City. In addition, the City will not issue a permit for more than one structure until the plat is filed with the office of the Dakota County Recorder or Registrar of Titles. 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 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, 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 Plans B and F without City Council approval. The erosion control plan may also be approved by the Dakota County Soil 2 and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, Utility, and Erosion Control Plan Plan C - Plans and Specifications for Public Improvements Plan D - Street Lighting Plan Plan E - Site 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/]nfiltration Basins, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks 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 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 4 D. Minnesota Department of Health for Watermains E. MPCA NPDES Permit for Construction Activity F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal G. DNR for Dewatering H. City of Lakeville for Building Permits I. MCES for Sanitary Sewer Connections J. City of Lakeville for Retaining Walls 11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12. TIME OF PERFORMANCE. The Developer shall install all required public improvements by November 30, 2015, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Final wear course placement outside of this time frame must have the written approval of the City Engineer. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Dakota County Soil and Water Conservation District. The City or Dakota County Soil and Water Conservation District may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the grading operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification which may include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or supplementary instructions received from the City or the Dakota County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 15. GRADING. The plat shall be graded in accordance with the approved grading development and erosion control plan, Plan "B". The plan shall conform to City of Lakeville specifications. Within thirty (30) days after completion of the grading and final establishment of ground cover 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 of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations 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 footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation 6 and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of a Certificate of Occupancy. Prior to the release of the grading and erosion control security, the "as constructed" plan for the lot 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 drawn down on the letter of credit. Upon satisfactory completion of the grading, erosion control and "as constructed" grading plan, the escrow funds, without interest, less any draw made by the City, shall be returned to the person who deposited the funds with the City. A certified as -built building pad survey must be submitted and approved for commercial, industrial or institutional developments prior to issuance of a building permit. 16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the improvements lying within public easements, except those indicated in the Stormwater Management Maintenance Agreement, shall become City property without further notice or action. 16. 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 III letter of credit, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City's in-house engineering staff or consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and will be billed on hourly rates estimated to be seven percent (7%) of the estimated construction cost. 19. STORM SEWER. Development of GRENADA BUSINESS PARK 2ND ADDITION includes the construction of a privately owned and maintained storm sewer system that will collect and convey stormwater runoff generated from new and existing impervious surfaces. New roof and parking lot runoff will be conveyed by 12 -inch storm sewer to a new underground stormwater chamber. Roof and parking lot runoff from the existing site will be routed by existing swales through a new 15 -inch culvert to the existing stormwater pond in Outlot A, Grenada Business Park. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid at the time of final plat approval. The Trunk Storm Sewer Area Charge is calculated as follows: 51,372 s.f. x $0.250/s.f. _ $12,843.00 Gross Area of parent parcel 2015 Industrial Trunk Storm Total Sewer Area Charge Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER. The parent parcel is located within SC -10220 of the South Creek sanitary sewer district as identified in the City's Sanitary Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. An existing private sanitary sewer service stub extends from sanitary sewer within Grenada Avenue to provide service to the parent parcel. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and must be paid at the time the building permit is issued. The Sanitary Sewer Availability Charge will be calculated at $327 per MCES SAC Unit, as determined by the Building Official. :.1 21. WATERMAIN. Development of GRENADA BUSINESS PARK 2ND ADDITION includes no connections to or extensions of watermain. Service to the property will be through connections to existing plumbing inside the existing building. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit application. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for site grading, and utility and building construction is restricted to access the subdivision by one entrance off of Grenada Avenue. 23. PARK DEDICATION. The Park Dedication requirement was satisfied on the parent parcel. No further Park Dedication is required. 24. DRAINAGE. Development of GRENADA BUSINESS PARK 2ND ADDITION includes the construction of a private underground stormwater chamber which will discharge to the existing stormwater basin east of the site. The developer shall sign a private maintenance agreement for the private stormwater chamber and dedicate a drainage and utility easement over the chamber area prior to City Council consideration of the final plat. The private stormwater management system must be bypassed during construction to ensure that sediments are not entering the system at the heavier loads during construction per the manufacturer's recommendations. The system will not be put on line until the site is fully stabilized. The system must be checked and cleaned as needed. The system must be visually checked and inspected for sediment deposits following the manufacturer's recommendations. A copy of the inspection and cleaning records must be submitted to the City. 25. STREET LIGHT OPERATION COSTS. The Developer shall pay to the City at the time of final plat approval a cash fee for one year of streetlight operating expenses at the time of final plat approval calculated as follows: 96.68 f.f. x $0.2277/f.f./qtr. x 4 qtrs. = $88.06 Grenada Avenue Front Footage 2015 Streetlight Operating Fee Total 26. SURFACE WATER MANAGEMENT UTILITY FEE. The Developer shall pay to the City a cash fee for one-year of surface water management expenses for GRENADA BUSINESS PARK 2ND 9 ADDITION at the time of final plat approval. The Surface Water Management Utility Fee is calculated as fc Ilows: 1.18 acres X 4.2 REU x $7.00/unit/qtr. x 4 qtrs. _ $138.77 Area of parent parcel Residential Equivalent 2015 Surface Water Total Utility Factor Management Fee 27. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $10,000.00 landscaping 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 June 10, 2015, Engineering Report. B. The Developer shall install a driveway to provide access to the proposed new parking lot from Grenada Avenue. The Developer must post a $6,000.00 security for work in the right of way associated with driveway construction. C. The proposed addition will require a total of 83 parking spaces. Developer shall install an additional private parking lot. Some of this lot will be located within the public drainage and utility easements. The Developer is responsible for the costs of replacing parking lots damaged by any future drainage and utility construction within these public easements. Snow storage must not occupy any required parking spaces and must be trucked off-site, if necessary to meet this requirement. D. A Zoning Lot Letter approved by the Zoning Administrator will be required to combine Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition into a single parcel for zoning purposes prior to issuance of a building permit for the building expansion. E. 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 $100.00 security for the final placement of interior 10 subdivision iron monuments at property corners. The security was calculated as follows: one lot at $100.00 per lot. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. F. The Developer shall pay a cash fee for the preparation of record construction drawings and City base map updating. This fee is $75.00 per lot/outlot for a total charge of $75.00. G. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 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 special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a cash escrow, letter of credit or alternate security, in the form attached hereto, from a bank ("security") for $153,632.09, plus a cash fee of $3,696.11 for City engineering administration. 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 B. Storm Sewer C. Removal and Restoration of Grenada Avenue for Driveways D. Erosion Control, Restoration, and Grading CONSTRUCTION SUB -TOTAL 11 $ 3,000.00 74,466.00 6,000.00 39, 737.50 $ 123,203.50 OTHER COSTS: A. Developer's Design (6.0%) $ 7,392.21 B. Developer's Construction Survey (2.5%) 3,080.09 C. City Legal Expenses (0.5%) 616.02 D. City Construction Observation (7.0%) 8,624.25 E. Developer's Record Drawings (0.5%) 616.02 F. Landscaping 10,000.00 G. Lot Corners/Iron Monuments 100.00 OTHER COSTS SUB -TOTAL $ 30,428.59 TOTAL SECURITIES: $ 153,632.09 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, on five (5) business days written notice to the Developer, for any violation of the terms of this Contract or without notice if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. The City's standard specifications for utility and street construction outline procedures for security reductions. 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. Trunk Storm Sewer Area Charge B. Street Light Operating Fee 12 $ 12,843.00 88.06 C. Surface Water Management Utility Fee 138.77 D. City Base Map Updating Fee 75.00 E. City Engineering Administration 3,696.11 (3% for letters of credit or 3.25% for alternate disbursement) TOTAL CASH REQUIREMENTS $ 16,840.94 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 bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City's standard specifications for utility and street construction identify the procedures for final acceptance of streets and utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 13 C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 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 expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 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 14 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 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. 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. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. 15 H. The Developer and contractor shall acquire public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. The insurance must be maintained until six (6) months after the City has accepted the public improvements. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The Developer must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read "City of Lakeville is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non -Contributory Basis." Each policy shall provide 30 days' notice of cancellation to City of Lakeville. 2. Certificate Holder must be City of Lakeville. 3. Provide copy of policy endorsement showing City of Lakeville named as Additional Insured on a Primary and Non -Contributory Basis. I. The Developer and contractor shall obtain Workmen's Compensation Insurance in accordance with the laws of the State of Minnesota, including Employer's Liability Insurance, to the limit of $100,000.00 each accident. J. 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. K. 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. L. Retaining walls shall be constructed outside of the established drainage and utility easements, as shown on the plans. A separate building permit from the City's Building Official is required prior to construction of the wall. The walls shall be inspected during construction. 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. Retaining walls with a combined height greater than four feet shall be designed by a registered geotechnical or structural engineer licensed by the State of Minnesota and constructed in accordance with plans and specifications consistent with MnDOT requirements. 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 either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 11420 242nd Court East, Lakeville, Minnesota 55044. 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.] 17 (SEAL) STATE OF MINNESOTA )ss. COUNTY OF DAKOTA CITY OF LAKEVILLE 3'i u" Matt Little, Mayor Charlene Friedges, City Clerk The foregoing instrument was acknowledged before me this day of , 2015, by Matt Little and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 18 DEVE 10 STATE OF MINNESOTA )ss. COUNTY OF DAKOTA ) LLE TECHNOLOGIESY, LLC Its Chief IMAnager The oregoin str ent was acknowledged before me this day of Q1 2015, by t t , q the Chief Manager of Lakeville Technolodgies, LLC, a Minnesota limited liability company, on behalf of said company. DRAFTED BY: Campbell, Knutson Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 Telephone: 651-452-5000 AMP/cjh l NOTARY NBLIC PAIGE MARIE THOMPSON g4 E, NOTARY PUBLIC -MINNESOTA _ My Commission Expires Jan. 31, 2018 19 STORMWATER MANAGEMENT/ BEST MANAGEMENT PRACTICE FACILITIES AND EASEMENT AGREEMENT City of Lakeville THIS AGREEMENT, made and entered into this day of , 2015, by and between Lakeville Technologies, LLC, a Minnesota limited liability company, hereinafter called the "Landowner", and the City of Lakeville, Minnesota, hereinafter called the "City". RECITALS WHEREAS, the Landowner is the owner of certain real property located in Dakota County, Minnesota legally described in Exhibit A attached hereto ("Property"); and WHEREAS, the Landowner is proceeding to build on and develop the Property; and WHEREAS, the Site Plan/Subdivision Plan known as Grenada Business Park 2nd Addition, hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City, provides for detention/retention of stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, its successors and assigns, including any homeotivners association, agree that the health, safety, and welfare of the residents of the City of Lakeville, Minnesota, require that on-site stormwater management/BMP facilities be constructed and maintained on the Property; and WHEREAS, the City requires that on-site stormwater management/BMP facilities ("Stormwater Facilities") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including any homeowners association; and WHEREAS, the Landowner shall grant to the City an easement for access, drainage and utility over a portion of the Property (the "Easement Area') legally described and depicted on Exhibit B attached hereto to comply with work required under the terms of this Agreement. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows; 1. The Stormwater Facilities shall be constructed by the Landowner; its successors and assigns, in accordance with the plans and specifications identified in the Plan. 2. The Landowner, its successors and assigns, including any homeowners association, shall adequately maintain the Stormwater Facilities in accordance with their Stormwater Maintenance Plan and the City engineering standards for stormwater treatment facilities attached hereto as Exhibit C. This includes all pipes, channels, and other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation 1823281 provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. 3. The Landowner, its successors and assigns, shall inspect the Stornwater Facilities and submit an inspection report annually and shall be responsible for the payment of any associated costs. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities, berms, outlet structure, pond areas, access roads, buffers, etc. Deficiencies shall be noted in the inspection report. A storage treatment basin will be considered inadequate if it is not compliant with all requirements of the approved Plan and City engineering standards set forth in Exhibit C. 4. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stonnwater management/BMP facilities whenever the City deems necessary. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary ("Inspection. Report"). 5. In the event the Landowner, its successors and assigns, fails to maintain the Stormwater Facilities in good working condition acceptable to the City and such failure continues for 60 days atter the City gives the Landowner written notice of such failure, the City may enter upon the Property and take whatever steps necessary, including excavation and the storage of materials and equipment, to correct deficiencies identified in the Inspection Report. The City's notice shall specifically state which maintenance tasks are to be performed. The City may charge the costs, including assessing the city's costs to the landowner's property taxes of such repairs, to the Landowner, its successors and assigns. This provision shall not be construed to allow the City to erect any structure of permanent nature on the land of the Landowner outside of the Easement Area for the Stormwater Facilities. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Stormwater Facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. In addition, Landowner agrees that it is, and will be, solely responsible to address complaints and legal claims brought by any third party with regard to the maintenance and operation and the consequences there from the Stormwater Facilities. The Landowner expressly agrees to defend and hold the city hanmless from any such third -party claim. 6. Landowner hereby grants to the City, its successors and assigns, a permanent non- exclusive easement for the purpose of accessing and maintaining the Stormwater Facilities pursuant to the terms of this Agreement over, on, across, under and through the Easement Area. The easement shall include the rights, but not the obligation, of the City, its contractors, agents, servants, and assigns, to enter upon the Easement to construct, reconstruct, inspect, repair, and maintain said private Stormwater Facilities together with the right to grade, level, fill, drain, pave, and excavate the Eascinent Area, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private Storrnwater Facilities systems. 7. The Landowner, its successors and assigns, will perform the work necessary to keep these Stormwater Facilities in good working order as appropriate. In the event a 182,2SN1 maintenance schedule for the Stormwater Facilities (including sediment removal) is outlined on the approved plans, the schedule will be followed and comply with all federal, state, and local regulations relating to the disposal of material. 8. In the event the City, pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like; the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. 9. This Agreement imposes no liability of any kind whatsoever on the City. The Landowner hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Landowner or the Landowner's agents or employee's negligent or intentional acts, or any violation of any safety law, regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Landowner to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Landowner shall indemnify and hold harmless the City, its employees, agents and representatives for its own negligent acts in the performance of the Landowner's required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 10. This Agreement shall be recorded among the land records of Dakota County, Minnesota, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any homeowners association. (rcinainder ofpage intentionally left blank) (signature pages to,follolt) 13?i25�1 LAK C STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) _ The foregoing instrument was acknowledged before ine this � ` day of , 2015, by b ktr4 the Chief Manager of Lakevill Technologies, LLC, a Minnesota limited liability company, on behalf of said company. Notary P>g)llc •PAIGE MARIE THOMPSON NOTARY PUBLIC - MINNESOTA 8 '' W Comm Sft Expires Jan. 31, 2018 182328%1 CITY OF LAKEVILLE By: (SEAL) And: STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) Matt Little, Mayor Charlene Friedges, City Clerk The foregoing instrument was acknowledged before me this day of 2015, by Matt Little and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 1; 2;2s\ 1 EXHIBIT A Legal Description of Propert< Lot 1, Block 1, GRENADA BUSINESS PARK 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. 182328\1 EXHIBIT B A maintenance and access easement for the private underground storm sewer system over, under and across that part of Lot 1, Block 1, GRENADA BUSINESS PARK 2ND ADDITION. Said easement lies southerly and easterly of the following described line: Commencing at the northeast corner of Lot 1, Block 1, GRENADA BUSINESS PARK 2ND ADDITION, Dakota County, Minnesota, according to the recorded plat thereof, thence S 9° 30' 53" E, assumed bearing, along the easterly line of said Lot I a distance of 21.47 feet to the beginning of the line to be described; thence S 80° 29' 07" W a distance of 68.14 feet; thence S 9° 30' 53" E a distance of 106.68 feet-, thence S 270 05' 07" E a distance of 49.98 feet to the southerly line of said Lot I and said line there terminating. I`??S\'I EXHIBIT C CITY OF LAKEVILLE ENGINEERING STANDARDS FOR STORM WATER TREATMENT FACILITIES PC*A Maintenance Requirements L Annu Irnspection maintenance reporting and certification by a professiona 1 e�lgineer (Provided fi " Owner). Information must be submitted to the City annually. 2. Excavate pond to origt ra.design capacity when one half (1/2) of the wet volume of the pond is lost due to sediment Irl osi �- �- �. Remove floatable debris in and around the -op rid area nlcluding but not limited to: oils, gases, debris and other pollutants. -• 4. Maintain landdsfse.�q)'c adjacent to the facility per original d-ig i, including but not limited to: maii�ar ance of the buffer strip and other plant materials as p6'r original plan design. 5.,,, ---Maintenance of all erosion control measures including but not limited to: rip.,rap storm sewer outlets, catch basin inlets,. etc. Infiltratioi� m Garden Maintenance Requirements 1. Inlet and Over Spillway Remove any sediment bail --up or blockage and correct any erosion. 2. Vegetation a. Maintain at le, te- Oneo surfacea coverage of plants approved per plan. b_ Remo o invasive plants and usirable woody vegetation. C. moval of dried, dead and diseased vegetation. d. Re -mulch void or disturbed/exposed areas �. Annual inspection and maintenance efforts must be documented and submitted to the City. Underground Infiltration System 1. Inspection of street or parking surface must be inspected for evidence of potholes, sinkholes, sediment build up, or surface ponding annually. 2. Annual inspections must be completed of pipe symmetry, pipe joint connections. and outlet structures to look for cracks, defects, misalignment, or seepage. Inspection for accumulation of sediment must be done annually, maintenance should be performed when sediment accumulation occurs. 4. Visual inspection for trash and debris must be conducted monthly and following rain events of i inch or greater in 24 hours. S. Inspections must be performed annually to look for oil accumulation in device or immediately after a spill occurs. Maintenance must be done when a layer of oil/gasoline develops on the surface. Environmental Manhole Maintenance Requirements Annual inspections, maintenance reporting and certification must be completed by a professional engineer licensed in the State of Minnesota at Owner's expense. Information must be submitted to the City annually. 2. Maintenance must be performed once the sediment or oil depth exceeds the established requirements recommended by the manufacturer. 3. Maintenance must occur immediately after a spill takes place. Appropriate regulatory agencies must also be notified in the event of a spill. 4. Disposal of materials shall be in accordance with local. state and federal requirements as applicable. 123-1`x%1 CITY OF LAKEVILLE PLANNING COMMISSION MEETING MINUTES June 18, 2015 Vice Chair Maguire called the meeting to order at 6:00 p.m. in the Council Chambers at City Hall. The pledge of allegiance to the flag was given. 2. Swearing in of New Planning Commission alternate Tom Thorstenson Tom Thorstenson was sworn in by Recording Secretary (and notary) Penny Brevig as an alternate Planning Commission member at tonight's meeting. Vice Chair Maguire congratulated and welcomed Commissioner Thorstenson. Nb Members Present: Vice Chair Linda Maguire, Brooks Lillehei,°-,Paul Reuvers, Pat Kaluza, Karl Drotning, Scott Einck, Tom Thors#enson, ex -officio member,Nic Stevens Members Absent: Chair Jason Swenson Others Present: Daryl Morey, Planning Director; Frank Dempsey, Associate Planner; Matt Decur, Project Engineer; and REnhkBrevig, Recbriding Secretary N 4. Approval of the Meeting Minutes , ( ` l The June 4, 2/015 Plaftoing Comrnisslon meeting minutes were approved as f fi 1 b presented. 5. Announcements Mr. Morey', stated that the following items were distributed to the Planning Commission aftgnight's,meeting: 1 : une 17, 2015'? -arks, Recreation and Natural Resources Committee draft meeting motion regarding the Grenada Business Park 2nd Addition preliminary and -Anal plat. 2. Revised page 3 Of the June 11, 2015 planning report clarifying that the park dedication fee for the subject parcel (Outlot B, Grenada Business Park) was paid at the time of final plat approval in 1999. Mr. Morey commented that the July Planning Commission meetings will be changed to July 9th and July 23rd due to the July 4th holiday. 6. Grenada Business Park 2nd Addition Vice Chair Maguire opened the public hearing to consider the application of APPRO Development on behalf of Bryan Bartz, Lakeville Technologies, for the following: A. Planning Commission Meeting Minutes, June 18, 2015 Page 2 Preliminary and final plat of one industrial lot to be known as Grenada Business Park 2nd Addition; and B. Vacation of public drainage and utility easements. Jim Connelly from APPRO Development and Bryan Bartz, Lakeville Technologies were in attendance at tonight's meeting. Mr. Connelly presented a brief overview of their request. Mr. Connelly stated that they are maximizing the useable area of the property by installing underground structures to accommodate stormwater drainage. Associate Planner Frank Dempsey presented the planning report. Mr. Dempsey stated that representatives of Lakeville Technologies, LLC (aka Mendell Machine) have submitted applications and plans for Grenada Business Park 2nd Addition preliminary and final plat and easement vacation. The planning applications are for Mendell Machine's proposed expansion. Mr. Dempsey indicated that the proposed preliminary and final. plat will require City approval of a zoning lot letter to combine two abutting parcels asone zoning lot to allow the proposed building expansion. The Grenada Business Perk 2nd Addition final plat meets the minimum lot area and lot width requirements in the I-2, General Industrial District. Mr. Dempsey clarified that the park. dedication fele for the subject property was paid with the Grenada Business Park f i)M" plat in 19 9: This will be reflected in the amended planning report that goes to t`he City Council. The June 17, 2015 Parks, Recreation and Natural Resources,-Commii#ee'meeting,d�raft motion was distributed at tonight's meeting. r , The easement vacation is required to allow the building to expand to the north. An existing platted drainage and utility easement located on each side of the boundary of Lot 1, Block 1 and Outiot B is proposed to be vacated to allow for the building expansion. Mr. Dempsey indicated that,the' proposed final plat of Grenada Business Park 2" Addition will 'include new boundary drainage and utility easements. Mr. Dempsey stated that all utility companies had been sent the public hearing notice for the proposed easement vacation and Xcel Energy responded that they have an electric power line within the area of the proposed easement vacation and that the power linewa .have to be relocated. The developer will work with Xcel Energy to coordinate the relocation. Mr. Dempsey indicated that the proposed stormwater management plan consists of a privately owned and maintained underground stormwater chamber. New paved parking lot impervious area and the rooftop drains on the new addition will be directed to the underground chamber. The new stormwater chamber will discharge to the existing stormwater basin east of the site. Vice Chair Maguire opened the hearing to the public for comment. There were no comments from the audience. Planning Commission Meeting Minutes, June 18, 2015 Page 3 Motion was made by Drotning, seconded by Reuvers to close the public hearing at 6:13 p.m. Ayes: Lillehei, Thorstenson, Einck, Maguire, Reuvers, Kaluza, Drotning Nays: 0 Vice Chair Maguire asked for comments from the Planning Commission. Discussion points included: Mr. Connelly explained how the underground stormwater chamber works at the request of Commissioner Drotning. Motion was made by Drotning, seconded by Lillehei to recommend to City Council approval of the Grenada Business Park 2nd Addition preliminary and final plat of one industrial lot and the vacation of public drainage and utility easements, subject to the following stipulations: -r 1. Implementation of the recommendations listed in the June 10, 2015 engineering report. 2. The Grenada Business Park 2nd Addition shall be developed consistent with the plans approved by the City Council " 3. A $10,000 security escrow shall be submitted to guarantee installation of the landscaping identified on' the approved laridsoape plan. All plant materials shall be set back at least '3 feet from all prope�y lines, including street right- of-way lines. All areas not planted with trees shatl, be planted with sod, grass seed and mulch or other suitable ground cover. All landscaping shall be maintained�and any lead materials removed and replaced as needed. 4. A maintenance agreement shallbe entered into between the developer and the City, The maintenance agreement shall be drafted by the City Attorney, signed by the developer and approved by the City Council prior to issuance of a building permit for the building expansion. V A Zoning Lot letter shall be approved by the Zoning Administrator to combine Lot 1, Block .1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition into.,a single parcel for zoning purposes. -6. , The developer, shall communicate with Xcel Energy regarding any necessary relocation of utilities in the easement areas to be vacated. 7. Snow storage cannot take place in required parking spaces. 8. Exterior lighting fixtures shall be in compliance with Zoning Ordinance requirements and shall not glare onto public right-of-way. Ayes: Thorstenson, Einck, Maguire, Reuvers, Kaluza, Drotning, Lillehei. Nays: 0 There being no further business, the meeting was adjourned at 6:18 p.m. Respectfully submitted, Penny Brevig, Recording Secretary DRAFT CITY OF LAKEVILLE PARKS, RECREATION & NATURAL RESOURCES COMMITTEE MEETING MINUTES June 17, 2015 Co-chair Peterson called the meeting to order at 6:00 p.m. in the Lake Marion Conference Room at City Hall. Members Present: Lori Bovitz, Tom Goodwin, Judy Hayes, Scott Kelly, Jeanne Peterson Members Absent: Howard Lovelace, Bob Swan Staff Present: Parks & Recreation Director Brett Altergott, Environmental Resources Specialist Ann Messerschmidt, Recording Secretary Tamara Wallace 2. Approval of June 3 minutes Tom Goodwin asked that the minutes be edited to reflect the committee's conversation and concern about the lack of tree preservation during discussion of Chokecherry Hill 4t" Addition preliminary plat, as well as concern that one of the lots is very close to the wetland. 3. Citizen comments There were no citizen comments. 4. Staff report The annual youth soccer tournament, "Father's Day Cup", will be held this Friday, June 19 — Sunday, June 21 Lakeville Baseball Association tournament at King and Quigley Park Friday, June 19 — Sunday, June 21 5. Storm Water Pollution Prevention Program Public Meeting Ann Messerschmidt, Environmental Resources Specialist, gave a presentation regarding the Storm Water Pollution Prevention Plan (SWPPP). City staff is working with W.S.B. on a new plan that will be implemented in the coming year. Messerschmidt highlighted projects the department has been involved with the past year including roadside watershed clean-up day, Blue Thumb, and various nature programs. Steve McComas from Blue Water Science works with the City staff to protect and enhance the water quality in Lakeville. He gave a report on the status of each lake. 6. Grenada Business Park 2nd Addition preliminary and final plat Staff reviewed the Grenada Park 2nd Addition preliminary and final plat and outlined that the there was an error in the report in regards to the park dedication Parks, Recreation & Natural Resources Committee Meeting Minutes, June 17, 2015 Page 2 requirement. Altergott outlined that the Park dedication requirement had been met on the parent parcel and that no fees are required with this plat. Motion made by Tom Goodwin, seconded by Lori Bovitz to recommend to City Council approval of the Grenada Business Park 2"d Addition preliminary and final plat subject to the recommendations as presented by City staff. Ayes: unanimous 7. Pioneer Plaza Improvement Staff went through the bid and the full scope of work for the Pioneer Plaza improvement project, including Lakeville Rotary's $12,000 donation for 12 benches in the park. There are currently four picnic tables on the site, two of which will stay, and the other two park maintenance hopes to refurbish and re -install. Finally, a large spruce tree will be planted to replace the current one used during the holiday lighting in downtown Lakeville. Motion made by Judy Hayes, seconded by Tom Goodwin to recommend to City Council approval of the TF Concrete & Masonry LLC and Architectural Landscape Design Inc. for Pioneer Plaza Improvements. Ayes: unanimous 8. Appointment of Lakeville Active Adults Committee At the June 3 meeting, the PRNRC interviewed applicants for appointment to the Active Adult Advisory Subcommittee. To stagger the term end dates, the committee selected the following applicants to serve a 2 year term: Bonita Edlund, Marilyn Bogen, and Jeanne (JC) Fredlund; and Patricia Rasmussen and Karen Blakenship to serve on a 1 year term. Motion made by Judy Hayes, seconded by Lori Bovitz to appoint selected candidates to the Parks, Recreation and Natural Resources Lakeville Area Active Adults Advisory Subcommittee. Ayes: unanimous 9. Other Business The July PRNRC meetings have been moved to July 8 and July 22 to coincide with the Planning Commission meetings. At the July 8 meeting, staff will outline the proposed 2016-2020 CIP budget. 10. Announcements There were no announcements. 11. Adjourn Meeting adjourned at 6:53 p.m. Respectfully submitted, Tamara Wallace, Recording Secretary Memorandum To Planning Commission From: � Frank Dempsey, AICP, Associate Planner City of Lakeville Planning Department Date: June 11, 2015 Subject: Packet Material for the June 18, 2015 Planning Commission Meeting Agenda Item: Preliminary and Final Plat of Grenada Business Park 2nd Addition and Easement Vacation BACKGROUND Representatives of Lakeville Technologies, LLC (aka Mendell) have submitted applications and plans for the preliminary and final plat and easement vacation for Outlot B, Grenada Business Park. The preliminary and final plat to be known as Grenada Business Park 2nd Addition includes one lot on 1.18 acres. The project is proposed in conjunction with plans for a 18,700 square foot addition to the existing 28,596 square foot Mendell Machine manufacturing, office and warehouse building located at 21463 Grenada Avenue. The total proposed building area will be 47,296 square feet over a combined lot area of 3.07 acres. The easement vacation is required to allow the building to expand to the north. The Grenada Business Park 2nd Addition plans have been reviewed by Planning Department and Engineering Division staff. The following exhibits are attached for your information: EXHIBITS A. Zoning Map B. Aerial Photo Location Map C. Preliminary Plat D. Final Plat E. Survey F. Grading, Drainage and Utility and Erosion Control Plans (3 Pages) G. Site Plan and Landscape Plan H. Building Floor Plan Building Elevation Plan Lighting Specs Zoning and Surrounding Uses. The subject property is zoned 1-2, General Industrial District. The proposed preliminary and final plat is surrounded by the following existing land uses: Direction Existing Use Zoning Map Land Use Plan North City Park Maintenance building 1-2, General Industrial Industrial District South Existing Mendell building) 1-2, General Industrial Industrial District East City stormwater management basin 1-2, General Industrial Restricted District Development West J & E Manufacturing 1-2, General Industrial Industrial District STAFF ANALYSIS PRELIMINARY AND FINAL PLAT The proposed preliminary and final plat will require approval of a Zoning Lot Letter to combine to two abutting parcels (Lot1,Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition) as one zoning lot to allow the proposed building expansion. Zoning. The property is zoned 1-2, General Industrial District. Comprehensive Plan. The Comprehensive Plan guides the property for industrial land use consistent with the current use of the industrial use of the property. The Planning Commission reviewed a proposed Tax Increment Financing (TIF) request by Mendell at their May 18, 2015 meeting. As required by State Statute, the Planning Commission determined that the proposed use of TIF for the Mendell expansion project was consistent with the Comprehensive Plan. Lots/Blocks. There is one lot and one block in the Grenada Business Park 2nd Addition preliminary and final plat. The preliminary and final plat is subject to the following minimum lot size (1-2 General Industrial District) requirements: Lot Area - 30,000 square feet Lot Width -100 feet The final plat of Grenada Business Park 2nd Addition meets the minimum lot area and lot width requirements in the 1-2, General Industrial District. Lot 1, Block 1, Grenada Business Park and Lot 1 Block 1, Grenada Business Park 2nd Addition will be combined into a one parcel totaling 48,060 square feet subject to administrative approval of a Zoning Lot Letter and through Dakota County. K The Zoning Lot Letter allows the two combined parcels to be considered one parcel for zoning purposes. Outlot. There are no outlots proposed with the Grenada Business Park 2nd Addition final. Streets. The preliminary and final plat abuts Grenada Avenue and is located at the end of the Grenada Avenue cul-de-sac which is classified as a local street. No additional road right-of-way is required with the Grenada Business Park 2nd Addition preliminary and final plat. Access. Public access to the property will remain at Grenada Avenue with two proposed driveways. The existing 25 foot wide driveway will remain and a new 34 foot wide driveway is proposed along the south boundary line at the end of the Grenada Avenue cul-de-sac north of Outlot A. Park and Open Space. Outlot B, Grenada Business Park paid park dedication at the time of plat approval in 1999. The proposed Grenada Business Park 2nd Addition is not subject to park dedication fees. The Parks, Recreation and Natural Resources Committee will review the preliminary and final plat at their June 17, 2015 meeting. Their recommendation will be forwarded to the Planning Commission. Grading, Drainage, Erosion Control, and Utilities. City sewer and water is currently available to the site. All public utilities will be constructed by the developer to serve the proposed final plat. The existing City sanitary sewer and water systems that serve the area are adequate to accommodate the proposed industrial building and parking lot expansion within the development. On and off-site storm sewer improvements are being constructed with the preliminary and final plat to accommodate the proposed building and parking lot expansion. Grading, drainage, erosion control, and utility details are addressed in the engineering report dated June 10, 2015. A copy of the engineering report is attached for your review. The Engineering Department recommends approval of the Grenada Business Park 2nd Addition preliminary and final plat. Tree Preservation. There are no trees located within the proposed Grenada Business Park 2nd Addition preliminary and final plat. Wetlands. There are no wetlands within the Grenada Business Park 2nd Addition final plat. Easement Vacation. An existing platted drainage and utility easement located on each side of the boundary of Lot 1, Block 1 and Outlot B is proposed to be vacated to allow for the building expansion. The proposed final plat of Grenada Business Park 2nd Addition will include new boundary drainage and utility easements. All utility companies have been sent the public hearing notice for the proposed easement vacation. Xcel Energy has responded stating that there are Xcel Energy electric power lines within the area of the proposed easement vacation and that they will have to be relocated. Xcel Energy asked that the developer work with Xcel Energy to coordinate the relocation. 3 SITE PLAN ANALYSIS Setbacks. The Grenada Business Park 2"d Addition final plat is subject to the following minimum building setback (1-2, General Industrial District) requirements: Front Yard: 40 feet Rear Yard: 30 feet Side Yards: 10 feet (west and east) Parking: 15 feet (abutting street), 5 feet (north and west) Parking. The existing 28,596 square foot building and the proposed 18,700 square foot addition will include office, manufacturing and warehouse space with a combined building area of 48,060 square feet. The existing building required a total of 50 parking spaces. The proposed addition will require 33 additional parking spaces for a total of 83 parking spaces. A total of 87 parking spaces are proposed. Parking requirements are based on the following formula: Required and Proposed Parking Total Building Square Footage 48,060 square feet Existing Building - Office, Manufacturing and Warehouse - 50 spaces New Warehouse - 9,350 sf 9 spaces New Manufacturing- 9,350 sf On -Site Parking Required On -Site Parking Proposed 24 spaces 83 spaces 87 spaces The proposed parking lot design, spaces and drive aisle dimensions and configurations meet the requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking stall dimensions will be 9 feet in width and 18 feet in length. Circulation. The driveways and interior layout provides adequate width and turning radii to accommodate truck turning movements and emergency vehicle access. Landscaping/Screening. A total of 21 trees and 13 shrubs are proposed to be planted with the development of the proposed site plan. A $10,000 escrow shall be submitted as security to guarantee installation of the landscaping. Building Exterior. The proposed addition will be precast concrete panels of a color and texture to match the existing building. The proposed exterior materials meet Zoning Ordinance requirements. Exterior Lighting. Building wall mounted lights are proposed on the building addition. The light fixtures are designed to be downcast as required by the Zoning Ordinance. Snow Storage. Snow storage may not take place in required parking spaces. 0 RECOMMENDATION Planning Department staff recommends approval of the Grenada Business Park 211 Addition preliminary and final plat and easement vacation subject to the stipulations listed below: 1. Implementation of the recommendations listed in the June 10, 2015, engineering report. 2. The Grenada Business Park 2nd Addition shall be developed consistent with the plans approved by the City Council. 3. A $10,000 security escrow shall be submitted to guarantee installation of the landscaping identified on the approved landscape plan. All plant materials shall be set back at least 3 feet from all property lines, including street right-of-way lines. All areas not planted with trees shall be planted with sod, grass seed and mulch or other suitable ground cover. All landscaping shall be maintained and any dead materials removed and replaced as needed. 4. A maintenance agreement shall be entered into between the developer and the City. The maintenance agreement shall be drafted by the City Attorney, signed by the developer and approved by the City Council prior to issuance of a building permit for the building expansion. 5. A Zoning Lot Letter shall be approved by the Zoning Administrator to combine Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition into a single parcel for zoning purposes. 6. The developer shall communicate with Xcel Energy regarding any necessary relocation of utilities in the easement areas to be vacated. 7. Snow storage cannot take place in required parking spaces. 8. Exterior lighting fixtures shall be in compliance with Zoning Ordinance requirements and shall not glare onto public right-of-way. cc: David Olson, Community and Economic Development Director Jim Connelly, APPRO Development Mendell Grenada Business Park 2nd Addition preliminary final plat and easement vacation 5 WAY C-1 r AST -2 C 0, LU - Oi WAYS I� OyUE Q: j 'OTH ST 111. o t� C-2 LE BLVD D =---- ',214T TyW ---I- —m p -w w – _L 1-2 14TH STAN 215TH -ST -W w - -- z 211 1-2 I � 19_TH- . �sr 220TH ST I-_ IE� I Grenada Business Park; 2nd Addition 2 I a: � w a son LAKEVILLE BLV C-2 I-2 T-1-2 EXHIBIT A i a, a -W W - _ _- -- - --- CD I -z a S 'a z j I-2 EXHIBIT A PROPERTY DESCRIPTION: Lot 1, Block 1, and IDIOM B. GRENADA BUSINESS PARK, Dakota County, Min—la, according to thereooded platthereof. CITY OF LAKEVILLE ZONED 1-2 BENCHMARK -TOP NUT HYDRANT I i --------------- ELEVATION 951.53 -- - --- amjft LS S ,LRFACE -RAI AND FILTER 41 9..�LqW RIP -RAP AND FILTER N 90,00,00" E AT OVERFLOW S 90*00,00" w 266.10jwa -------------------------- 241.18 LEV-946.0 ------------------------------------------------ -------------- --- --------------------------- ------- 7= ............ - - ----------- L -- - ----- ------- ---- ---------- , , , ; ; --------------- --------- - --- --- -- --- --- - ---------------- -- x --- --- A I. --- --- --- --- SCALE IN FEET EASEMENT TO ------- - ---------- --- �"ASEM ENT TO BE CONIC VACATED (RAT -_HED) -------- -------------- 0 30 60 90 'BE DSD 13 --- -------- - ----------- ------- 1 11 " I I I --------- 15 45 ----------- 0 DENOTES IRON MONUMENT --- -------------- --- ------------- BEARINGS ARE ASSUMED DATUM 6 A SAN. EXISTING LEGEND T.E. TRASH ENCLOSURE MH OUTLOT B LOT 1 eLOT LINE G.M. GAS METER BLOCK 1 15' EASEMENT TO BE - - - - - - - EASEMENT LINE or HYDRANT VACATED(HATCHED) k WATER MAIN a WATERVALVE PROPOSED 4' SANITARY SEWER P.V. POST INDICATORVALVE .1 - C. CONC. Rl'=� _z x BUILDING z I SURFACE *ALL ous >> STORM SEWER 0 SANITARY MANHOLE F.F.-953,44 N 96*00'00" E ---------- nd-"-"-w-­WATER SERVICE C.O. CLEANOUT 182.19 x -------- --- SANITARY SERVICE 0 STORM MANHOLE F 4- CHAIN LINK FENCE 0 AREA CATCH BASIN iJRFACE iozEASEMENT TO IiE B. ILDING sotXFMR. TRANSFORMER o CATCH BASIN VM,ATED (HATCHEb)I FT -951 00 "7 ------ CBLX. CABLE BOX 1% FLARED END EDQE OF BITUMINOUS TEL. TELEPHONE BOX ------ 950 ------ CONTOUR LINE An LOT 1 BLOCK 2 E.M. ELECTRIC METER 100'00 Gk ----------------------------aQ CUMV7 w SN. NOTES 1, UTILITIES ,9 -- ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROM VISUAL EVIDENCE(FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS -BUILT). C . CAGNCS+mssCALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION. 2. PROPERTY CURRENTLY ZONED 1-2 (GENERAL INDUSTRIAL DISTRICT). 1, SURVEY COMPLETED IN APRIL, 1015. 4. TOTALAREA OF PROPERTY AS SHOWN. -- - - 02 10 A. LOT 1,BLOCK 1=82,S21SQFT (1,89 AC.) 25,46I. - - - - - B. OU OTA=22,70OSQ.FT.(0.52AC.) 13U�LDING S 424V4V_W_. Q, C. OuTLLOTB=SI,3?2SaFT(1.IaAC,) F,F­5144 5, BENCHMARK 70P NUT OF HYDRANT ON NORTH FADE OF OUTLOT B -7-1- ELEVATION 951.53 7 7 L L PROPOSEDLEGEND a STORM MANHOLE (D —I— WATER MAIN 0 CATCH BASIN -4— PRELIMINARY PLAT NOTES SANITARY SEWER A FLARED END 1) UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROM LOT 1 VISUAL EVIDENCE (FLAGGING & PAINT MARKS) LL 0 IN RECORD DRAWINGS (DESIGN& AS -BUILT). CALL —)P— STORM SEWER — — — GRADING LIMITS BITUMIN US GOPHER STATE ONE CALL AT 811 FOR ALL UTIUTr. GAS UNE, AND ELECTRICAL LINE LOCATIONS PRIOR To BLOCK 1 m. EDGE CF SURFACE EXCAVATION. 9 LTUmINOUS WATER SERVICE gsa — CONTOUR LINE LOT 2 2) PROPERTY CURRENTLY ZONED 1-2 (GENERAL INDUSTRIAL DISTRICT) SANITARY SERVICE x953." SPOT ELEVATION CAG SETBACKS: FRONT 40 FEET SIDE I FEET T LIGHT POLE _2% DRAINAGE ARROW REAR 30 FEET LOT AREAS: MIN. LOT AREA I ACRE MIN. LOT WIDTH 100 Fr. i HYDRANT BITUMINOUS SURFACE 4 4P 1 ru,.cx 3) TOPOGRAPHIC / BOUNDARY SURVEY PERFORMED BY JACOBSON ENGINEERS Ar SURVEYORS IN APRIL 2015. N WATER VALVE CONCRETE SURFACE BUIL VG 4) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 'CITY OF LAKEVILLE UTILITY AND STREET 0 SANITARY MANHOLE RIP -RAP F F CONSTRUCTION STANDARD SPECIFICATIONS.' (2) 5) RE -VEGETATE SITE MTI -0N 48 HOURS OF FINAL GRADING. 6) CONSTRUCT SILT FENCE AS NEEDED. 7) PROVIDE INLET PROTECTION AT ALL CULVERTS. REVISIONS PROJ. NO. 215027 1 hereby certify that this plan, vacffitatlar, ar report ­ prepared by me PREPARED FOR; SHEET NO, 6/10/15 Citt COmmENTS/REmSIONS DATED JUNE M or ..der my dl,.& �that -p.. and at I .. . duly , k ­d Pr.f .. I ... I DRAWN- NR7 Engineer and Land SurVeyar­ under the laws at the State at Minnesota. JACOBSON APPRO Development, Inc. GRENADA BUSINESS C-4 CHECKED: GDJ ENGINEERS & SURVEYORS 21476 Grenada Avenue PARK 2ND ADDITION MENDELL EXPANSION SCALE: AS SHOWN SIwetd­ Lkene.N.: Z-yJEq Lakeville, MN 55044 LAKEVILLE, MN FIELD BOOK: AT)-beonftagreu 21029 HERON WAY PRELIMINARY PLAT 5 DA- 5_�3_15 Print None: P. JA_6� (952) 469-4329 LAKEMULE. MN 55044 FAX (952) 469-4624 EXHIBIT C GRENADA BUSINESS PARK 2ND ADDITION S 90'00'00" W 266.10 y N .--.. ---------------- .-------------- _—_— I I 1 � 1 C ; LOT 1 BLOCK 1 i t s N 90'0000 E 182.19 'X ll , / �a 17 t F r- lJl \L_I V(ILJI\ i1V L_. DRAINAGE AND UTILITY EASEMENTS ARE SHONN THUS -- 1a F^ I O 10 BEING 10 FEET IN WIDTH AND ADJOINING LOT LINES UNLESS OTHERWISE INDICATED ON THE PLAT. VICINITY MAP NO SCALE C.S:AN. NQ Sa SEC. 33 -T114 -R20 DAKOTA COUNTY, MINNESOTA SURVEYORS CERTIFICATE I Grant D. Jacobson do hereby certify that this plat was prepared by me or under my direct supervision: that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat Is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated an this plot; that all monuments depicted on this plat have been, or will be correctly set within one year, that all. boundariesand wet lands, as defined In Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 _ . Grant D. Jacobson, Licensed Land Surveyor Minnesota License No. 23189 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Grant D. Jacobson. T5 45 0 '0 sG Notary Public, SCALE 1N FEET My Commission expires • DENOTES IRON PIPE MONUMENT FOUND CITY COUNCIL, LAKEVILLE, MINNESOTA C DENOTES 1/2" X 14' IRON MONUMENT SET. MARKED BY MINNESOTA LICENSE NO. 23189 This plat was approved by the City Council of Lakev0le. Minnesota thisday of 20_, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. THE NORTH LINE OF OUTLOT B, GRENADA BUSINESS PARK, DAKOTA COUNTY, MINNESOTA, IS ASSUMED TO Mayor HAVE A BEARING OF EAST. KNOW ALL PERSONS BY THESE PRESENTS: That Lakeville Technologies LLC, a Minnesota limited liability company, owner of the following described property, Outlot B, GRENADA BUSINESS PARK, Dakota County, Minnesota, according to the recorded plat thereof. Has caused the some to be surveyed and plotted as GRENADA BUSINESS PARK 2ND ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said Lakeville Technologies LLC, has caused these presents to be signed by its proper officer thls_doy of ,20_ Signed: Lakeville Technologies LLC Chief Manager � STATE OF MINNESOTA COUNTY OF -SITE This Instrument was acknowledged before me on by Bryan K. Bartz, Chief Manager of Lakeville Technologies LLC, a Minnesota limited liability company. Notary Public, My Commission expires City Clerk COUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTA I hereby certify that In accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _ day of , 20 _ . By. Todd B. Tollefson Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20—on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes Section 272.12, there are no delinquent taxes and transfer entered this day of , 20_ Director Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of GRENADA BUSINESS PARK 2ND ADDITION was filed r the office of the County Recorder for public record on this _day of 20 _, at —o'clock—.M. and was duly filed in Book of Plats. Page as Document Number F SHEET No. County Recorder SHEET 1 OF 1 SHEETS EXHIBIT D as4 N w4 50 4 c.s.A.x. xa1. (— sT wam A '13 SEC. 33 -T114 -R20 DAKOTA COUNTY, MINNESOTA SURVEYORS CERTIFICATE I Grant D. Jacobson do hereby certify that this plat was prepared by me or under my direct supervision: that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat Is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated an this plot; that all monuments depicted on this plat have been, or will be correctly set within one year, that all. boundariesand wet lands, as defined In Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 _ . Grant D. Jacobson, Licensed Land Surveyor Minnesota License No. 23189 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Grant D. Jacobson. T5 45 0 '0 sG Notary Public, SCALE 1N FEET My Commission expires • DENOTES IRON PIPE MONUMENT FOUND CITY COUNCIL, LAKEVILLE, MINNESOTA C DENOTES 1/2" X 14' IRON MONUMENT SET. MARKED BY MINNESOTA LICENSE NO. 23189 This plat was approved by the City Council of Lakev0le. Minnesota thisday of 20_, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. THE NORTH LINE OF OUTLOT B, GRENADA BUSINESS PARK, DAKOTA COUNTY, MINNESOTA, IS ASSUMED TO Mayor HAVE A BEARING OF EAST. KNOW ALL PERSONS BY THESE PRESENTS: That Lakeville Technologies LLC, a Minnesota limited liability company, owner of the following described property, Outlot B, GRENADA BUSINESS PARK, Dakota County, Minnesota, according to the recorded plat thereof. Has caused the some to be surveyed and plotted as GRENADA BUSINESS PARK 2ND ADDITION and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said Lakeville Technologies LLC, has caused these presents to be signed by its proper officer thls_doy of ,20_ Signed: Lakeville Technologies LLC Chief Manager � STATE OF MINNESOTA COUNTY OF -SITE This Instrument was acknowledged before me on by Bryan K. Bartz, Chief Manager of Lakeville Technologies LLC, a Minnesota limited liability company. Notary Public, My Commission expires City Clerk COUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTA I hereby certify that In accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _ day of , 20 _ . By. Todd B. Tollefson Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20—on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes Section 272.12, there are no delinquent taxes and transfer entered this day of , 20_ Director Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of GRENADA BUSINESS PARK 2ND ADDITION was filed r the office of the County Recorder for public record on this _day of 20 _, at —o'clock—.M. and was duly filed in Book of Plats. Page as Document Number F SHEET No. County Recorder SHEET 1 OF 1 SHEETS EXHIBIT D CITY OF LAKEVI!LE ZONED 1-2 BENCHMARK - TOP NUT HYDRANT -------------------- _ ______ ELEVATION = 951.53 - ' 81l MINCLS SURFACE C DRAINAGE RIP -RAP AND FILTER d Z I S 90'00'00" W I N 90'00 00 E ' ' AT OYERFLOW S. n 266.10 Hro. 24116 ' ,- ELEV=946.0 , ' ' ' ' ' F ____ U COcH,tCc. I . --_ -• 1 ___-_p__-__•_ _____ _ -___-- __/_- ___-___1_T___- ----- , -__ ___--__-_F_ -- ------------- ------- �--_ ---------- ------ _-_-__ ____i_ ________ _______- __ _-_-_________-______________________ _____' _ II _ap_+ _ __-_�__ t=- t6-4=ifi-W1 ----3a9--____________ - -- ------ -------------------------------------------------- ,-- __-_-__"_____OUTLiT A , -__._ TING BASIN VOL. 946,0-29,060 UT. XIS f______952.___ - VOL, 094e.0-MB20 OUST. --------- 944 r I ' 1 : g44 _--945"- ----- gq7—_-----9(YOS2�30 I � a'•--' = , � '-949_" AN OUTLOT B S LOT 1 aan v, i MN BLOCK 1 f 1 ,," BITUMINOUS I Ir ' ' B / i' _ Zn SURFACE TC. 94Q 97 946 i INV. 94837 r // �✓ N 9b.00'00n E / BOX \ . / I w\� 182.19 ��,.- —...' : /TEL. ,/ : ' gA7 ./ F 10_ro, q'49 \\\ BITUMINOUS �o 9 - SURFACE . T.C.=952.53 D 30 60 90 INV -948,70 BUILDING My EDGE OF BITUMINOUS 1 9S / BITUMINOUS \� EXISTING LEGEND T.E. SURFACE - LOT LINE G.M. GAS METER 9'B HYDRANT WATER MAIN a RET. 3 —> SANITARY SEWER P.I.V. POST INDICATOR VALVE WALLto 12' P.V.C. F.E. EDOE OF n rNv=gSe.BO STORM MANHOLE �w CHAIN LINK FENCE ® _ SVRFAC� �'�,''+ --- CONC, • G. --- a 1 I END XFMR. I 951.10 HYD. T.E. PIPE BOLLARDS A.C.B. ` /LOOT M I BLOCK 2-' I w (TYP.) FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN &AS -BUILT} CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION. 100.00 z- r Dom ST A.C.B. 3. SURVEY COMPLETED IN APRIL, 2015. T.C.=949.42 CUL T W I INY.=94 i.00 B. OUTLOT A 22,700 SOFT. (0.52 AC) C. OUTLOT 8 = 51,372 SOFT. (1.18 AC.) — -' g u`, ELEVATION = 951.53 3 u BUILDING - F.F. 9$344 \ �5 rz _I M I I Ic I LOT 1 I Ic BLOCK 1 CCNC 1 c4C 4I I e \ l4 �. I w P.I. D 15 f l I REVISIONS 5/10/15 CITY COMMENTS/REVISIONS DATED JUNE 8TH - CONC de�M D 30 60 90 BUILDING My — (,J, EXISTING LEGEND T.E. F.F.-9SI.00 LOT LINE G.M. GAS METER 9'B HYDRANT WATER MAIN a ZI —> SANITARY SEWER P.I.V. POST INDICATOR VALVE BI1L�111{OUS SANITARY MANHOLE EDOE OF a� 0 () STORM MANHOLE �w CHAIN LINK FENCE ® _ SVRFAC� �'�,''+ - lftMINOUs \- --- a 1 I END - CONTOUR LINE `i• F.E. I INV.=9498 ` /LOOT M I BLOCK 2-' I w 1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN &AS -BUILT} CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION. 100.00 yyyyyy P.I.vI I 3. SURVEY COMPLETED IN APRIL, 2015. 4. TOTAL AREA OF PROPERTY AS SHOWN: CUL T J=81'S1'04" MH\ M.H. B. OUTLOT A 22,700 SOFT. (0.52 AC) C. OUTLOT 8 = 51,372 SOFT. (1.18 AC.) — -' g u`, ELEVATION = 951.53 3 u - \ �5 CONC. C&C \ l4 �. w P.I. D ' ..- - - - - - - - - - CB I/ `1 S 42'41'4&' -1N- - - -- \ '~I I \ I � I Q BITUMIN S SURFACERFArE \\ ~\ EDGE OF 31TUMINCUS I LOT 2 \\\ SAI _ e-e-s-s-s-v- LIONROE T \ AN. \\ MH L " _ h BUILDING 5 `k 3 _ 9 F..F=952.00 P.I. Vt Y I -XC.O S. M~# T \ I ,•41\ I I PROD. NO, 215027 1 hereby certify that thie plan, speoificati n ar report waa prepared by me or under my direct supwAsIon and that I am a duly Deeneed Prof-lonal En9lmer and Land Surveyor under the lam of the State d Mlnneeota. .�--�� Slgnalure: .CC.___J Lkenee Me: Z$089 /I Print Name: G,eANY i7..blced5:=AJ Data:6�11�15 JACOBSON & SURVEYORS jacobeonOengwrv.aom 21029 HERON WAY (952) 469-4328 LAKEMLLE. MN 55044 FAX (952) 469-4624 PREPARED FON: 2141476 76 Development, Inc. APPRENGINEERS 2Grenada Avenue Lakeville, MN 55044 DRAWN: NRT CHECKED: cod SCALE: AS SHOWN FIELD BOOK: A DATE: 5-13-15 SCALE 91 FEET D 30 60 90 IS 45 O - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM EXISTING LEGEND T.E. TRASH ENCLOSURE LOT LINE G.M. GAS METER EASEMENT LINE ti HYDRANT WATER MAIN a WATER VALVE —> SANITARY SEWER P.I.V. POST INDICATOR VALVE >> STORM SEWER a SANITARY MANHOLE —X—.—*—+— WATER SERVICE C.O. CLEANOUT -s -x -s -s- SANITARY SERVICE N STORM MANHOLE �w CHAIN LINK FENCE ® AREA CATCH BASIN XFMR. TRANSFORMER o CATCH BASIN CBLX. CABLE BOX 11FLARED END TEL, TELEPHONE BOX 950 --- CONTOUR LINE E.M. ELECTRIC METER NOTES 1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN &AS -BUILT} CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION. 2, PROPERTY CURRENTLY ZONED 1.2 (GENERAL INDUSTRIAL DISTRICT). 3. SURVEY COMPLETED IN APRIL, 2015. 4. TOTAL AREA OF PROPERTY AS SHOWN: A LOT 1, BLOCK 1 =82,521 SOFT. (1.89AC.) B. OUTLOT A 22,700 SOFT. (0.52 AC) C. OUTLOT 8 = 51,372 SOFT. (1.18 AC.) 5. BENCHMARK - TOP NUT OF HYDRANT ON NORTH SIDE OF OUTLOT B ELEVATION = 951.53 PROPERTY DESCRIPTION: 1-011. Block 1, and Oudot B. GRENADA BUSINESS PARK, Dakota County, Minnasda, according to the recorded PlM thareo/. SHEET NO. TOPOGRAPHIC MENDELL EXPANSION C-1 SURVEY/DEMOLITION LAKEVILLE, MN PLAN EXHIBIT E PROPERTY DESCRIPTION: Lot 1, SkRok 1, Outlat A, and Outlai e, GRENADA BUSINESS PARK, Dakota County, Mirmeaala, according to the recoaled Plat thereof. CITY OF LAKEVILLE INSTALL C.B. AND INSTALL C.B. AND ZONED 1-2 95 L.F. 12" RCP @ 0.4% 70 L.F. 15" RCP (� 0.4% T.0=954% T.0=950.25 BENCHMARK -TOP NUT HYDRANT --------------------- ________ _ _---__- INV =947,50 INV. 947.10 ELEVATION = 951.53 - I BITUMINOUS ~ SURFACE INSTALL ADS STORMTECH PIP -RAP AND FILTER 'i ,) S 90.00,00'`� W CHAMBERS WITH 5,050 CU.FT N 90'00'00" E AT OVER j 1 ❑ 266.10 HYD, STORAGE BELOW OUTLET 241.18 ELEV.=94fi.D -- - _ -- - - -- - ------------------- -----------_--_--_------ ---------- ------- ---- --------s 049 gq0 _ _____________ _ _ ----------- ------------ -74 ___ __-____________ -------- .049 ____ CC �, rJ mm - - __ -_ ------------- --- - - - --------------- - --- S42 -_ _ _ INSTALL'F.E. OUTLOT A 7,`i ' a•. m �� REVISEDPONd r 1 ,�1 W, INV m -6 ' r* x SCALE IN FEET CONC. I T) - g952 v" 4 E. �NVr946.00 VOL ®948.0=37.590+C1yF7% v \1 1 4 cac _ - } _ voL.94av=76:e3ecU.Fr._ m 0 30 60 90 �*+ Lgsz.> INSTALL C.B. AND ( R �, f s 51 L.F. 15' RCP @A4°f�' .946- .4? -RF 9(7�9510'�-E" _ _ 15 45 II 952.n I 6e '. 9sxsz:. 0' - " _ 12.i-46------- (j-3T I , 1 I - r 06252 .9.A ' / \ T.C--949.58 _y ------------------------ as,, __ __ _ ARINENOTES NEON MIXEUMENT �, INV 94700' aS? 053 '+ ^, / $ g49 ARE ASSUMED DAVM 9{9.61 _ 95206 aJry Cf ,. �`` SAi r d- I 5e P �p1 . S EXISTING LEGEND T.E. TRASH ENCLOSURE x W) OUTLOT B �; { 1 MH. LOT 1 1 „- '., y 1 �? `, / S�10R1'EN EXISTING PIPE I LOT LINE G.M. GAS METER BLOCK I I INSTALL TRENCH DRAIN AND �~ $ /// /1k eN4rRELOCATE F.E. 106 L.F. 12" RCP Q 0.5% s �.,, y ' 'fin IN,V.?946 W EASEMENT LINE a HYDRANT 1s I T.0?949.56 , 9.9 e+' I V t: 5 `YV "953..4 I4I ,Y9so:9ota^ WATER MAIN . WATER VALVE I I INV.=947.30�l YAR.. J 1\\ - PROPOSED ° ce 1 > SANITARYSEWER P.I.V. POST INDICATOR VALVE v BUILDING CONC. RST. 95221 9 �t6a�o wo S BU - uRFACE ACE I � F.F a953.44 , ,% 1NALL % ! 960'4 - , RE ATE � � » STORM SEWER o SANITARY MANHOLE f 3. sn CONNECT SAN,SERVICE J r4'7'SHEET LIGHT -e-a-x-«- WATER SERVICE C.O. CLEANOUT 1 7: tsima� SANITARY SERVICE 6 STORM MANHOLE '•,SURFACEINSTALL C.B. AND -� tr`' w`� CHAIN LINK FENCE ® AREA CATCH BASIN ` I I 72 L.I4. 15' RCP (9.j 0.69.ws.et \ a %wa.z9 "\ ' � BUILDING XFMR. TRANSFORMER o CATCH BASIN T.C.=95OA2 '9g. }' 4.3%' \T \ F.F. 951.00 1 l ' - --95 - CBLX. CABLE BOX 6 FLARED END - L BL.F.18 P \ �\ INSTAL 1 L "R -- I ° EDGE OF CULVERT 1.096 ' ' m 91 9rtuMlNws "\„ ,i D TEL. TELEPHONE BOX ------ 950 ------ CONTOUR LINE 1 I/" ------ m - W. INV. 946,50 LOT I_ �)Ca% Nase \ E. INV=946.00 1 BLOCK L e E.M. ELECTRIC METER ,:. v ' "'W P. �r 100.00 A •' A Ire r SAN. NOTES - - - I -t1 .9.r A=Bt'st•04' M.H. 1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS -BUILT), H Coe \\ I I ( CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS DNF, AND ELECTRICAL LINE LOCATIONS PRIORTO EXCAVATION. \ \ 2. PROPERTY CURRENTLY ZONED I-2 (GENERAL INDUSTRIAL DISTRICT). L5 3. SURVEY COMPLETED INAPRIL, 2015. 3 4. TOTAL AREA OF PROPERTY AS SHOWN: C."--- f ---- I C 7 A. LOT I, BLOCK I= 82,521 SQ.FT.(1.89 AC.) B. OUTLOT A - 22,700 SQ.FT. (0.52 AC.) BUILDING I`S 42'4 & _yv_ __--\X� --6W-I j - I r C. OUTLOTB=51,372SQ.FT.(1.18AC.) i g F.F.=953.44 5. BENCHMARK - TOP NUT OF HYDRANT ON NORTH SIDE OF OUTLOT B ;;1 I " I • \ I.9O� /y I 4 { y�J ELEVATION = 951.53 6. TOTAL NEW IMPERVIOUS SURFACE CREATED= 0.92 AC. (40,075 SQ.Fr.) CONSFAIL IN & GRADING MOTES h 3 PROP05EDLEGEND • STORM MANHOLE v II 1, UTILmES SHOWN ARE AT APPROXIMATE LOCATIONS, THERE MAY BE ADDITIONAL UNDERGROUND AND q / OVERHEAD UTILITIES NOT SHOWN ON THE PLAN. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR -I- WATER MAIN CATCH BASIN UTILITY, GAS LINE, AND ELECTRICAL UNE LOCATIONS PRIOR TO EXCAVATION. LOT 1 j - ! ->- SANITARY SEWER A FLARED END BLOCK 1 EDGE OF EI HINDUS 2. AREA OF DISTURBANCE IS GREATER THAN 1 ACRE. AN NPDES PERMIT IS REQUIRED FOR THIS SITE, SURFACE 9, TUMINOUS 1I 3. PERIMETER SEDIMENT CONTROL BMPS SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF -)P,- STORM SEWER - - - GRADING LIMITS I _ ANY UPGRADIENT LAND DISTURBING ACTIVmES AND SHALL REMAIN IN PLACE UNTIL FINAL OnNc. L07 7 STABILIZATION. -w -W -w -w- WATER SERVICE - 950 - CONTOUR LINE 4. DISTURBED SOIL AREAS AND STOCKPILES SHALL BE STABILIZED AS SOON AS POSSIBLE BUT NO SANITARY SERVICE x es3,44 SPOT ELEVATION CASE LATER TFiAN7DAYS FROMTHE LAST CONSTRUCTION ACTIVITY IN THAT AREA n i Ir S. TEMPORARY STABILI7ATIONSWILL CONSIST OF MNDOTSEED MIX 11-111 APPLIEDATA RATE OF 100 * LIGHT POLE -sysc DRAINAGE ARROW LBS/ACRE. PERMANENT STABILLZAT10N SHALL CONSISTOF MNDOT SEED MIX 25-131 APPLIED AT A RATE .li•u� OF 220 LBS/ACRE. STRAWMULCH8ALL BE APPLIED AT 2 TONS PER ACRE AND DISK ANCHORED FOR w HYDRANT BITUMINOUS SURFACE TEMPORARY AND FINAL STABILIZATION. MI 1g WATER VALVE D CONCRETE SURFACE BUILDING 8. SEDIMENT OR DEBRIS DEPOSITED IN PUBLIC RIGHT-OF-WAY SHALL BE REMOVED BY THE END OF EACH F.F='352.09 DAY. 15 'I C .,-� • SANITARY MANHOLE RIP -RAP i 7. CONSTRUCTTEMPORARY ROCK CONSTRUCTION ENTRANCE AT ENTRANCE TO EACH GRADING AREA. tt _TI k I I m y 8. PROPOSED ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVING, GUTTER FLOW UNE, OR FINISH GRADE UNLESS NOTED OTHERWISE. I' L__9. SITE DESIGN DOES NOT NECESSARILY BALANCE EARTHWORK MATERIAL ON SITE. CONTRACTOR SHALL PROVIDE SUITABLE MATERIAL AS NEEDED. OR DISPOSE OF ANY EXCESS MATERIAL OFF SITE. REVISIONS PROJ. NO: 215027 I hereby c,,tlty that this Plan, apeclfk4000, a report was Prepared by me PREPARED FOR: SHEET NO. 6/10/15 Cltt COMMENTS/RENSIONS DATED JUNE 8TH or under my daect wparNalon and that I oma duly Ilcenaed Praf..a..d JACOBSON DRAWN: NRT &glneer and Land Sur .a under the low. of the State of MIOn.ta. APPRO Development, Inc. Cj 2 CHECKED' GDJ ENGINEERS & SURVEYORS 21476 Grenada Avenue GRADING DRAINAGE AND MENDELL EXPANSION SCALE: AS SHOWN Sig -w- C s Lk.. No: Z31B9 Lakeville, MN 55044 UTILITY PLAN LAKEVILLE, MN FIELD BOOK: A ! lacabaa 0-9rwr-m 21029 HERON WAY 5 DATE: 5-13-15 Print Name: C>reAA,Y /! .19co63wV Data: 6/il /15 (9521 469-1328 IAKENLLE, MN 55044 FAX (952) 459-4624 EXHIBIT F PROPERTY DESCRIPTION: Lot 7, Rack 1, "ot A, end Oudot B. GRENADA BUSINESS PARK. Dakota County, Minnesota, accord.. W the recordad plat thwsof. CITY OF LAKE`v1LLE ZONED I-2 DRAINAGE SWALE PROVIDE MNDOT SEED MIX 33-262 BENCHMARK -TOP NUT HYDRANT REDUNDANT BMP i 44 LBS/ACRE ELEVATION = 951,53 DRAINING TO POND --------------------- -_______--------- SURFACE G CAT. 3 ECB N 90'00'00" E RIP-0PAND FILTER ti S 90'00'00" W ' 266.10 Hm. • .., 241.18 Env.=946.0 -------- ui 949 948 _ _ -- ---- - - - - - - Z- -- - ,. _ _-_--------------------__ - I 14 L Y Y' 16 sx1 t: T s1{OUTLO _ ?, y :i,r ',y. >7 ) INSTALL SILT __ "_ __ SCALE IN FEET f 4I ceNc I - 952 -- FENCE _ ----_ - a 30 fio 90 cac , Lnza, CAT Ra'OCR GRADING GRADING ------ X47.. #90'CST75D:='E r 15 45 LIMITS 1 � 1 � # ` I X71: tssxsz,:' 9ersz 3 a+ LIMITS ag• " -------- _- 123:4-5 "T I 9sz.n" J rY Edi 1:. _ ,�vy�.v T. 3 EC&' _g49-- I o - 08vo7ES ulON MONUMEr+T A. ` a¢+_---_ - _ _ ___ _ ___ __ _ _ __ _ '9 �a -a - BEARINGS ARE ASSUMED DATUM DRAINAGE SWALE I; 953.ae�=�' _ v MNOOT SEED MIX 33-262 ' wA81 se - j �q Isarv. 1 k EXISTING LEGEND T. E. TRASH ENCLOSURE 44 LBSIACRE `�+, _ M_H. OUTLOT B �I LOT 1 �$ � S t. LOT LINE G.M. GAS METER INSTALLINLET BLOCK 1 PROTECTION - EASEMENT LINE HYDRANT N ' `m I (TYP.)1' 950. WATER --- -.-.: kro WATERMAIN WATERVALVE ��n' PROPOSED 'OO ;o/-- o O \ > SANITARY SEWER P.LV. POST INDICATOR VALVE -+ ° BUILDING L952y3 CsaaTa,r. w� —?>— STORM SEWER Tj SANITARY MANHOLE suRFAOe F. F: 953.44 / G3' t'',a 1 x ><ti r "• ROVIDE IN's TEL sd1 _ t V V V y REDUNDANT oro -v -x -"-x- WATERSERVICE C.O. CLEANOUT INSTALL SILT I'� ,' ` e0 - f o v:.94'i �\ DRAINING T i s : s -a- FENCE aux v v q l j -� SANITARY SERVICE 0 STORM MANHOLE -0 -. \ 51TUMINWS j D ra5t.m. - SURFACE S CHAIN LINK FENCE 0 AREA CATCH BASIN z w9uze BUILDING \\ �A _ XFMR. TRANSFORMER o CATCH BASIN \ ,a � ,.,T F.F. 95LCD 50___ - CBLX. CABLE BOX cS FLARED END CAT. 3 ECB 352,- _ —y i \ IN$TPLL ROCK`1 — i EWE OF CONSTRUCTION DA"E ;k tIMINOUS \, ENTRANCE ') TEL. TELEPHONE BOX 960 CONTOUR LINE 77:1 Nesei ----aI LOT 1 BLOCK z i._ E.M. ELECTRIC METER — —ye 100.00 P.I. J I --------------------- '? aarsl'oa" MH. NOTES jai 1 M.H. 3 1_J- cONc. vMR. O.M caNc INSTAL x esztn oaan a PROTECTION S I 1, UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED j e •, s i -� PIPE BOLLARDS (TYP,) .�s� - FROM VISUAL EVIDENCE(FLAGGING &PAINT MARKS) AND RECORD DRAWINGS (DESIGN &AS -BUILT). (lYP ! ch6 \ r0 \�, is \ -_ CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS v \ 346 \\\ ♦� r PRIOR TO EXCAVATION. i s %� aa„w I \f /D 2. PROPERTY CURRENTLY ZONED 1-2 (GENERAL INDUSTRIAL DISTRICT). 3. SURVEY COMPLETED IN APRIL 2015. a..l.V �+�" ----- 3: _j 4. TOTAL AREA OF PROPERTY AS SHOWN: --_ \\\ A. LOT 1, BLOCK 1 =82,521 SQ.FT. (1.89 AC.) I �25,4fi \ `� /y i i"f l.% 8. nOUTLOTA=22,700SQ,FT.(0.52AC.) r e-w..I-: I— ,1. BUILDIN. jl s aslros C. ouore=s1,37zsQ.FT(1.18AC.) FF=953.44 t I -1 I yy` jj 5. BENCHMARK -TOP NUT OF HYDRANTNORTH SIDE OF OUTLOTB ELELE VATDN=ssys3 j I � 6. TOTAL NEW IMPERVIOUS SURFACE CREATED= 0.92 AC. (40,075 SQ.FT.) �J \\ CONSTRUCTION 60RADING NOTES PROPOSED LEGEND ♦ FLARED END 1. UTILITIES SHOWN ARE AT APPROXIMATE LOCATIONS THERE MAYBE ADDITIONAL UNDERGROUND AND OVERHEAD UTILITIES NOT SHOWN ON THE PLAN. CALL GOPHER STATE ONE CALL AT 651454-0002 FOR —I— WATER MAIN - - - GRADING LIMITS 31 1, UTILITY. GAS LINE, AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION. LOT 'I B —>— SANITARY SEWER x SILT FENCE ITJMINCUS 2, AREA OF DISTURBANCE IS GREATER THAN 1 ACRE. AN NPDES PERMIT IS REQUIRED FOR THIS SITE. BLOCK 1 _. I SURFACE EDGE OF F 3. PERIMETER SEDIMENT CONTROL &MPS SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF — JV — STORM SEWER Q INLET PROTECTION ANY UPGRADIENT LAND DISTURBING ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL FINAL LUT 2 STABILIZATION.WATER SERVICE — 950 — CONTOUR LINE 4. DISTURBED SOIL AREAS AND STOCKPILES SHALL BE STABILIZED AS SOON AS POSSIBLE BUT IN NO SANITARY SERVICE 196344 SPOT ELEVATION l f` CASE LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA -a -a -a -s- eo ri 5. TEMPORARY STABILIZATION SHALL CONSIST OF MN00T SEED MIX 21-111 APPLIED ATA RATE OF 100 LIGHT POLE 2.2% DRAINAGE ARROW LBSIACRE. PERMANENT STABILIZATION SHALL CONSISTOFMNDOT SEED FAX25-131APPUEDATARATE OF220LBS/ACRE. STRAW MULCH SHALL BE APPLIED AT 2 TONS PER ACRE AND DISK ANCHORED FOR >r HYDRANT BITUMINOUS SURFACE �`'o` " ✓n TEMPORARY AND FINAL STABILIZATION. ml O U I LD I N C 8. SED IME Ni OR DEBRIS DEPOSITED IN PUBLIC RIGHT-OF-WAY SHALL BE REMOVED BY THE END OF EACH WATER VALVE CONCRETE SURFACE -n I F.F X352.00 Ik"" ! • SANITARY MANHOLE RIP -RAP 75 ef. J - 11 ! DAY. 7. CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE AT ENTRANCE TO EACH GRADING AREA. _—, • STORM MANHOLE CAT. 3 ECB �T Y I 8, PROPOSED ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVING, GUTTER FLOW LINE, OR FINISH - _ GRADE UNLESS NOTED OTHERWISE v v v v�o v v v I 9. SITE DESIGN DOES NOT NECESSARILY BALANCE EARTHWORK MATERIAL ON SITE. CONTRACTOR CATCH BASIN ROCK CONSTR. ENTR. SHALL PROVIDE SUITABLE MATERIAL AS NEEDED, OR DISPOSE OFANY EXCESS MATERIAL OFFSITE. REVISIONS PROD. NC: 215027 1 ha by certify that thla plan, aR-If .tIo , w report wa. prep_d by me PREPARED FOR: SHEET NO. 6/10/15 .CITY COMMENTS/REMSIONS DATED ,ATNE 8TH WN ar under my direct wpaMalon and that I am a duly Ilcenaad Prata.W-1 JACOBSON DRAW NRT Eh9lneer and Land S9rveycr under the lava of the State of MI -rota. EROSION C-3 ADevelopment, Inc. CHECKED: G°J ENGINEERS &SURVEYORS 274761476 Grenada Avenue PREVENTION/SEDIMENT MENDELL EXPANSION SCALE: As SHOWN Si9oatere:�A...aS�- .�+�� Lkenae Np: Z3/89 Lakeville, MN 55044 CONTROL PLAN LAKEVILLE, MN FIELD BOOK: A pcobaon Oen9nurv.cem 21029 HERON WAY ) Oat.: 6 (952) 469-4326 LAKEVILLE, MN 55044 FAX (952) 469-4624 DATE: 5-13-15 Prinf Name: G,eg NT � .A9ced3•�vy /11/15 - ---------------------- ----- ­ I � ; i � ------------------- ---- -------------------------------------------------------------------------- -- , It __ --T� ------ ­ — -------- — - ----- --- --------- L ----- --------------------------- ------------ ----------------- ------ _ ------ ------ --- 777=__—A4z -------------------- Z�=__:� -Z:= - - ---------------- - ----- PROPERTY DESCRIPTION: _ -------- ------------------ 9 42. OT A --------- --- ------------------------------ OOTL Lot 1, Block 1, Outlot A, and Oullot B, GRENADA BUSINESS PARK, Dakota County, Minnerst., acoortling to the recorded plat thereof. ----------- ---------------------- f EXSTING BASIN 0 9460=29.050 CU FT. -------------------- 9 -------- 0 Ste D=66,620 CU F -------------- ----- ------ 9x7_-___-" ---- - ----------------------- SAN. OUTLOT B c, T SCALE IN FEET 0 30 6 0 90 i C.0, 1 45 11 j, 0 DENOTES PON MONUMENT ah s C.d. -7, BEARINGS ME ASSUMED DATUM C 41. TEL 946 BOX EXISTING LEGEND T.E. TRASH ENCLOSURE zj. 81TUVINVIS LOT LINE G.M. GAS METER SURFACE - - - - - - - EASEMENT LINE or HYDRANT '1-952 '77 ST. MH v=946 753 0 r CON BUILDING FF =951.00 —I— WATER MAIN WATER VALVE 111E 117 --j i 1 :1,95�� /a % SURFACL. Ou SANITARY SEWER PAM. POST INDICATOR VALVE " I — >> STORM SEWER SANITARY MANHOLE V EDGE" F C �ftN N S 0 LOT 1 GET F.E. ­_ *A BLOCK 2 WATER SERVICE C.O. CLEANOUT 12- P.VCF.E. INV=950.80 SAN. LWT I -.H SANITARY SERVICE 0 STORM MANHOLE LONG x I CHAIN LINK FENCE 0 AREA CATCH BASIN � I TE HYD PIPE BOLLARDS C ( FYI, C XFMR. TRANSFORMER CATCH BASIN L �I GEL CBLX. CABLE BOX 5 FLARED END TEL. TELEPHONE BOX ------ 950 CONTOUR LINE -------- ---------------------- - --------------------------- --------------- - - - ----- ------ - -- 948 ---------- - — ----------------- — ---------------------------------- : ------- ----- ----- ---------------- -------- I ------------- -------------------- w - " E,M. ELECTRIC METER ------ ------ ---------- - 1 - 6 ----------- ---------------------- - — — — — — — — - — — ---------- 7:7 NOTES ---------------------------saz!— -------- Ilk E6i AM, OUTtQT A 1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED FROM V! SUAL EVIDENCE FLAGGING & PAINT MARKS) AND R ECORD DRAWINGS (DE SIGN lit AS-BUI LT). 52� CALL GOPHER STATE ONE CALL A7811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS C&G __5 '3 !V) PRIOR TO EXCAVATION, I /4'_ 4S2 I "I IBaa Qo 95ri5a= F_ . I I . I . I ":ti r b 85252, ", 111 "" :__­ . _/ 2. PROPERTY CURRENTLY ZONED 1-2 (GENERAL INDUSTRIAL DISTRICT). - -- ----------- - ------ 123-4-5 ------ .Yl 02.77'' (962 rr� --_94 ---- -------------------------- 3. SURVEY COMPLETED IN APRIL, 2015. L 952 1A i IF ra 4. TOTAL AREA OF PROPERTY AS SHOWN: SAN. A. LOT I,BLOCK 1 - 82,521 SQ.FT. (1.89AC.) OLITLOT B U.H. B. OUTLOTA=227 OSO.FT.(0.52AC.) C. OLInOT8=513723QFT(1.I8AC.) 5. BENCHMARK TOP NUT OF HYDRANT ON NORTH SIDE OF OUTUOT B ELEVATION = 951.53 PROPOSED LEGEND A FLARED END 41 PROPOSED — — — GRADING LIMITS I WATER MAIN BUILDING F.F.=953.44SANITARY SEWER L,SSILT FENCE - TT aj! -j N _�— STORM SEWER 0 INLET PROTECTION WATER SERVICE 950 CONTOUR LINE E3 SANITARY SERVICE X9-4 SPOT ELEVATION UILDING LIGHT POLE12L2% DRAINAGE ARROW 9d F,1 91�""_ HYDRANT BITUMINOUS SURFACE LOT 1 9 WATER VALVE 7 CONCRETE SURFACE 9LOCK 2 SANITARY MANHOLE RIP -RAP ------------------ tRT 953.1 SAN Aj MH STORM MANHOLE CAT. 3 ECI3 I NIL , FMR. G.CONC,; 1 '" 1;? CATCH BASIN ROCK CONSTR. ENTR. J Hyp PIPE BOLLARDS OxR Cr , (TYP C \ V I _j I . I I I L \� I I REVISIONS FRO.J. NO. 215027 1 hereby terrify that this plan. vealflkWn. or report .,, Prepared by me PREPARED FOR: SHEET NO. � my y direct eup-4.1.e d that I .. . duly 11..� P,.f..M .. I DRAW' NRT agin,ar and Land S—yor under the laws of the State of Minnesota. JACOBSON APPRO Development, Inc. EROSION CHECKED GDJ ENGINEERS & SURVEYORS 21476 Grenada Avenue MENDELL EXPANSION C 3 SCALE: AS SHCWN mina 9 1,4�� - Ucar.. Na; -7 -j�. I a9- Lakeville, MN 55044 PREVENTION/SEDIMENT CONTROL PLAN LAKEMLLE, MN 5 FIELD BOOK: A AccI,­ftng—­.. 21a29 HERON WAY DATE: 5-13-15 Print 1), Date: _LL2L15_ 469-4325 I-AKEMULE, MN 55044 FAX (952) 469-4624 SITE INFORMATION TOTAL LOT AREA DUSTING LOT AREA =1.83 ACRES OUTLOTAREA= 1,18ACRES TOTAL = 3.07 ACRES ZONING: 1-2 GENERAL INDUSTRIAL DISTRICT BUILDING SETBACKS FRONT 43-0" SIDE 15-0" REAR 30-0" PARKING SETBACKS: FRONT I5-0" SIDE 5'-0" REAR 5'-0' PROPOSED BUILDING SIZE: 28,598 SF EXISTING ♦ 18,700 SF IPROPDSED) = 47,298 SF FOOTPRINT PARKING REQUIREMENTS: REQUIR : OFFICE: ONE 11) SPACE PER 200 SF OF FLOOR AREA PRODUCTION: ONE 11) SPACE PER 350 SF OF FLOOR AREA WAREHOUSE ONE (1) SPACE PER 1,000 SF OF FLOOR AREA REQUIRED PARKING STALL SOS • 9'4T x 20'-0^ (REDUCED BY 2'A` WITH OVERHANG) NOTE: FLOOR AREA IS BASED ON 90% OF GROSS FLOOR AREA EXISTING BUILDING TOTAL REGUIRED BY ORDINANCE FROM LAST EXPANSION - 60 SPACES PROPOSED EXPANSION: MANUFACTURING 9,350 SF -10% 8,415 SFrW0-24 SPACES WAREHOUSE %360 SF -10%a 8,416 SFN,000• B SPACES TOTALAMOUNT OF PARKING REQUIRED BY CITY ORDNANCE =83 SPACES TOTAL AMOUNT OF AMOUNT AUTO PARKING SHOWN ONSITE - 67 SPACES AMOUNT OF SPACES TO BE ACCESSIBLE PER BUILDING CODE - 4 SPACES OTHER PARKING NOTES: EXISTING PARKING ON SITE -81 STALLS EXISTING PARKING ON SITE REMOVED FOR CONSTRUCTION -21 STALLS TOTAL PARKING STALLS ONSITE WHEN COMPLETE - 87 STALLS LANDSCAPE NOTES LEGEND TYPE A= NORWAY MAPLE'ACER PLATANOIDES' 211T BALLED AND BURIAPPED TYPE B • BLACK HILLS SPRUCE'PICEA GLAUCA DENSATA' e-0" HIGH TYPE C • SPRING SNOW CRABAPPLE,'MALUS SPRING SNOW, 2 12" BALLED AND BURIAPPED TYPE D =NEON FLASH SPIREA,'SPNAEA JAPONICA'SHIBORr, 18" HIGH ADJACENT BLDG 21 EXISTING PARKING STALLS TO BE REMOVED ALONG NORTH SID OF BUILDING DUE TO BUILDING EXPANSION EXIST EVERGREEN TREE 3 NEW TREES - TYPE "A" NEW ELECTRICAL TRANSFORMER / 3NEW TREES -TYPE "B^ LOCATION EXISTDECRUUOUS TREE j 20'-0' 189-11/8" r INE INDICATES DRAINAGE AND UTILITY SETBACK i -..{�_ / UNE INDICATE315'-0'BUBDNG SETBACK /— PROPERTY UNE676-1- L V 2 ! .. -. _.Q O.. ... _ _ I O TURF I vL.Y v am m I I i PROPOSED ONE STORY 1 S ADDITION\\\\\\ Z i I I TURF 5 18,700 S.F. 9 � I y I < II G-TYPEV TYPE"C.I 1 ADDED I .0 B��^ NEW TRASH ENCLOSURE p g r I H.G RAMP W`TRUNICATED DOME9 y EXISTING ONE STORY BUILDING 13NEWSHRU i I 3 _ i la NEW i BITUMINOUS 28,598 S.F. NEW ROOF HATCH NEW SHIPS FA TO w o. I SURFACE ® LADDER TO THE ROOF LOCATION EXIST. EDGE OF BITUMINOUS -_ PIPERALING-PT CURB AND LANDSCAPE ANDSCAPERCKMULCEXCAVA IONH BEST ANEDAFTER {—>•+... .. GUTTERAT a EASTTREE E EXISTSKIEWALK TWO 4^WADE PANT o EXIST FRONT 1 ' o LOADING DOCKS ® _STRIPING � TRUCK SCREEN WALL 'EXIST, 4 �- \ b b/ v� NEW TREES I ) TURF ENTRY L 10 21 EXISTING PARKING STALLS TO BE REMOVED ALONG NORTH SID OF BUILDING DUE TO BUILDING EXPANSION EXIST EVERGREEN TREE 3 NEW TREES - TYPE "A" NEW ELECTRICAL TRANSFORMER / 3NEW TREES -TYPE "B^ LOCATION EXISTDECRUUOUS TREE j 20'-0' 189-11/8" I EXISTING AUTO PARKING AREA TOREMAN 7 i -..{�_ 14'-311M6" L V 2 ! - - TE. / ^� O \ \ w tom -.. - w2 _N� - _\.f TURF _ _ - 2NEW TREES! -TYPE"C" `� w 4. I vL.Y I I I PROPOSED ONE STORY 1 S ADDITION\\\\\\ NEW PARKIN 5 18,700 S.F. SS TALLS TO BE II G-TYPEV TYPE"C.I 1 ADDED I .0 B��^ NEW TRASH ENCLOSURE EXIST, SITUN9NWS SURFACE �y H.G RAMP W`TRUNICATED DOME9 y DUAL PURPOSE 6kSIDEWAil NEW DRIVE-IN DOOR 4"YJK)E PLANT STRIPINCa� \\\\\ la NEW i BITUMINOUS FA TO 70 �R 4T HIGH STL. \ SURFACE O EXIST. EDGE OF BITUMINOUS -_ PIPERALING-PT CURB AND GUTTERAT a E s7 b TWO 4^WADE PANT o w o LOADING DOCKS ® _STRIPING � TRUCK SCREEN WALL 'EXIST, 4 �- \ b b/ v� NEW TREES I ) TURF I i I I EXISTING AUTO PARKING AREA TOREMAN 7 L V 2 ! - - TE. / ^� O \ \ w tom -.. - w2 _ _ - 2NEW TREES! -TYPE"C" `� w 4. I / 1 NEW TREES I EJ TYPE"C.I 1 EXIST, SITUN9NWS SURFACE �y EXIST. EDGE OF BITUMINOUS -_ - NEW RETAINING/ '\ a ,. �'-'TURF _' - ... -. PROPERTY UNE 257'+!- - _ - - ` /� as NRF DRIVEWAY \ TRUCK SCREEN WALL 'EXIST, 4 �- \ b b/ v� NEW TREES I ) L UNEINDICAT135'-0" PARKINGSETBACK �T- - +, L NEW UNE INDICATES 15'-D' BUILDING SETBACK 3 NEW TREES TYPE` 'B" - `1 BITUMINOUS '\!' SURFACE _ --____ 27 \ `t _ _ - - _N WI WIDE_ - q� - '-I Z DRIVEWAY I I 7iNEWTREES o Co DPERTYLINE IBT•I-Z TYPE"A" W I pNARKNG SETW`3o A" Q � I UNEINOG��C1I� o � I BULwN t I I \ J Q EXIST ADLACENT 2 NEW TREES-TYPE'A" DRIVEWAY 12 NEW TREES -TYPE "W I {� EXISTING STORM I I WATER POND I � � I \ I I \ I I I ADJACENT BUILDING I l I I J I I - I 1 I I I 1 Sit. Plan NORTH Al -1 1"=30'-0" 71/ EXHIBIT G iwlil Sul t o DE%TLOPJIEIT ,&"r Ihandt4Ll"P 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 852-409-2171 FAX 962.483-2173 EMAIL oRke�eppmde elapmeN.cpn PRELIMINARY NOT FOR CONSTRUCTION Na DKeripBon Dob MENDELL MACHINE ADDITION SITE PLAN Pro)ed �r 15-02-0030 Dee 06/11115 Dr—by SWC Chxked by SWC Al -1 scab Asindieated 10' WIDE PRECAST CONC PANEL TO \ � MATCH EXISTING 6 / 7 f 8 9.� 10 11 (1 > \13 EXISTING BUILDING —PROPOSEDADDITION / ALUM 1" INSUL WDW TO MATCH EXIST -4 — — — -- — Y I I I1 .. �L Lr L! ----I -7,1 � I - I PRECAST CONC TRASH 1 East Elevation - ENCLOSURE 11�Ain 3132" = 11-W 'B.7 .5) (6.6�1 ' SGRAY ITHO8 NOT MATCH R EMAINDER OF BUILDaiGMISBLETGTHEUBLIC EXIST \ " BLDG - PROPOSE ADDI ION / PREFIN MTL.CAPFLASHING – – Y ! 7o�of all _ Il l � � I n�^� BVI I ��� HM DDOR AND FRAME -Pr t :GRADE ..r FL 100'l00 0,,11 VV i NORTH EXTERIOR ELEVATION A3 -t 3132" = 1'-0" AB.6 (A.9 B `B.5 (B.7) C) D �' T —� 41 — 1--i---TOPofw�0„+.I i Ti Ti -TI a I •' � � Fist Floor 100, . 0„ 3 � SOUTH EXTERIOR ELEVATION a 3/32” = V-0" 10' WIDE PRECAST CONC PANEL TO MATCH EXISTING, INTEGRAL COLOR TOP ON � 12r.0" E irM Floor n I �\ PREFINISHED SECTIONAL OH DOOR W/ `•,` DOCK SEALS & BUMPERS C.I.P. CONC RETAINING WALL PREFINISHED SECTIONAL DRIVE-IN OH DOOR WITHACCENTAREAS j"'1- � 1-1 \14� (13� `12 1) 91 l 8 J (7) 6 PROPOSED ADDITION EXISTING BUILDING ALUM 1" INSUL WDW TO MATCH EXIST �Top,202 ii.��. l� � I- _ _ 7 - First Floor i (/� 4 \ WEST EXTERIOR. ELEVATION a3-1; 3/32" = 1'-0„ – DEVELO'Pi�1E\'i' �r�vrrm I rn,dd I m 21979 GRENADA AVENUE LAHEVILLE, MN 55944 PH: 952-45%-2171 FAX 952499-2173 EMAIL oElceeappmde "naN,can PRELIMINARY NOT FOR CONSTRUCTION Na Da.r"- Dab MENDELL MACHINE ADDITION EXTERIOR ELEVATIONS P,.Pd—ft, 15.03-0030 Dab 05/13/15 D— by SWC Chocked by SWC A3-1 -,.1. 3132• = V-0" CD z x J crm W a 0 0 U 0 z a_ CC U W 0 m-0_ omY�ELY1 OE m mm C .0 �- N CU +m+ �, > m ! � a) 0 E ?� m 0 E m tri fi+ cu cu 0 C = = � f>9 Q. � co +� cn CD ID X C m Cn Lu y 0 CD -le p (n E a) n O Q p) N C CO a)_ C tm Cn a -C_ O 0- ' V CO 0 7 C m EU, L P m Cep O m U C m C a) a� >. O 0 0 ECoE mE�•M-a 7 E U O ca cu — L 7 C O E J E co co O m O) m 7 ZA O C- ca C O U C O Q UO q "C U E m m o) ( c °) CL 3 *' E t N a) C C a) C N- co 0 a) m -O ,N v- +�+ m N m a) a E 0 m�am.�.EO°'mU E U 'C CU!) >• w U •� N J .'c0" � m m U t c p L L 7 a) U rn t oa-°c E E to t m 7 m N W Cr a W LL z F- a 2 U. U W a co L LNo (D a) O� cc0 ,—, C W� O 0 O m IL a) N m m rl d@ 2 V •V N>N U 0 0 U C O N C ',t, C a)O E L m a) m = a) CD = - m a) O c = CN m-�� O _ N C m y O O .mr L E > .c .m "O .0 L•- co L a) Nf+j 10 m E U O m C > U L O y U O- CD N C CUA O C .� N O to O m t9 O _O > L C E O Q cu L C a O m O m a) a) m C_ xC y (n L i H d a) D i5 C . E m o N -0 O C_ O U B CM 0 CCD 1 U N m L w "Ed ca'It0Lc ,•O N Q o O� C 0 c03 -6�p> E Urm t m 0 O 00 , C O ra m 0 li E m0= �'�� rno=oV " = mo co � O N m m 0 N ?N O C C E �O N m a)M w0 cI1 0a.Lo N o m E N a) CN 'U RT L En 'p 0D >0 0� m aM QO` C -O 0, CU Ca- m r V- -0 a) LO a) .— m .— — m O m L 2 p i r LU m O N - 0 O_ ) -Q > i) 7 L L m M (n L m N 0 a) L M O LL co Q) Cn O O CL QO 5NOOo � j �� tl j sx� O n N O a) r- O m O a) E •�_ V •O T C w QCLO =a m w w y Q �• _ _ _ V z 4) m TO iO O J E N p m W Z .� a O J o a ¢ N C CD t 'm aO+ C N 0)a) O mU +. E d E U p 0 �>0mmV,zvi �cl L L N L 0. m p.CA O W � m 0 O16 y-OE>�W, JN `nE C `,� CO 'E 5 N C O CSO � U 0 0 m CO — -O 0 a) U .0 7 E j 0) y Q E 0 > 2 E V —ID @U C O m E O C a) 0 0 0 7 m y� m 4- } 'n m p g _ 0 E A.� m� p C E y C C m O L O a.= E'en °' m °� +rmo ° `o N a) o w E C �t �t C•.� 7 0 0 m O m N y L 0 02 5 a) m -aUJ rnU 6.m O E Y m Cn Q CD C Lu N — •- m'C p J C L 7 O O C C C >, C CL a) (n Y Y m m U L L) m '%. O ZA L •C (n] C J U C M L d) O N fU ,C U m t O C O U C `"L-' W V) aM-. m m C tl1 t •B m E t A J a) N V O •L a) C L a) 0 .� Co m +�+ M ° �'U o o �� m �o �- 3 0 (0 LU U O L () t+ Y Qi t m a) C �' a... Q° m (, L �����oEoacc�aNiNm O m m n CL O p Q X N O C m a) O L a) m o w urfmaEOOa)co maw. c=toasti4-+- E � � N a r= W v aEiV E 0 0000 O y H M V �J y C 0 C + W WW N N N co ? N y ^eco m co ? N W fY''O C N ++ W WW > W m m 7? m G? ? 3 E aW-� G. Q d 7 CA LO a., In h M In O Cp N !C Q E C 00 N r m N C ON N CO W O c} LO 0.-j CL U y E ODLx00 0CLzz m �a"•xxN xxxx x 2 2 CL CLu Lo i UU N O W W '1 �: 0 O O1 0 0 7y O O 0 ON l0n 0 0 �-- 7 a d' W W W D: Lo h,, 2 'n Oh Or ems-- (,) N N N co M d' d' Z d CL ■ r� z o_ Z W 2 0 E CP 4t rLn LL I E N N v IA E i, E E N N V J EE N (h W V M M r N E rn N J 1 E wa Lo m E a, N JJ EXHIBIT J Memorandum To: Frank Dempsey, Associate Planner From: Matt Decur, Project Engineer City of Lakeville Public Works - Engineering Division McKenzie L. CafFerty, Environmental Resources Manager Brett Altergott, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: June 10, 2015 Subject: Grenada Business Park 2nd Addition • Preliminary and Final Plat Review • Easement Vacation Review • Lot Combination Review • Site Plan Review • Final Grading Plan Review • Utility Plan Review • Final Erosion Control Plan Review • Tree Preservation Plan Review BACKGROUND Appro Development, on behalf of Lakeville Technologies LLC, has submitted a preliminary and final plat named Grenada Business Park 2nd Addition. The property is located west of and adjacent to Grenada Avenue; and north of 215th Street (CSAH 70). The parent parcel is Outlot B, Grenada Business Park and is zoned 1-2, General Industrial District. The preliminary and final plat consists of one lot on one block. Appro Development, on behalf of Lakeville Technologies LLC, has also submitted an application to vacate a Drainage and Utility Easement along a portion of the north property line of Lot 1, Block 1, Grenada Business Park. This Easement Vacation will facilitate the combination of Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition. GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE10,2015 PAGE 2 OF 8 Appro Development, on behalf of Lakeville Technologies LLC, has also submitted a site plan application to construct a building addition, parking lot, and stormwater improvements for Mendell Machine and Manufacturing on the combined Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition. The proposed development will be completed by: Developer: Appro Development, Inc. Engineer: Jacobson Engineers & Surveyors SITE CONDITIONS Outlot B, Grenada Business Park is currently undeveloped land. There are existing public drainage and utility easements along the parcel's north and west property lines and along Grenada Avenue. There is a 16" watermain in the utility easement on the north property line. The site generally slopes west to east, draining to the existing public stormwater basin in Outlot A, Grenada Business Park. Lot 1, Block 1, Grenada Business Park contains a 28,596 square foot single story building housing Mendel Machine and Manufacturing. The site has two parking lots with 61 stalls. There are public drainage and utility easements on all the parcel's property lines, per the Grenada Business Park plat. A private storm sewer system collects runoff from the site and conveys it to a Swale on Grenada Avenue, which drains to the existing public stormwater basin in Outlot A, Grenada Business Park. EASEMENT VACATION The public drainage and utility easement adjoining the north line of Lot 1, Block 1, Grenada Business Park and all easements in Outlot B, Grenada Business Park will be vacated by City Council Resolution. The easements vacated in Outlot B will be re-established with the Grenada Business Park 2nd Addition final plat. There is an existing underground electric line owned by Xcel Energy in the easement proposed to be vacated along the north line of Lot 1, Block 1, Grenada Business Park. The Developer will work with the owner of the underground electric line to have it removed or relocated to accommodate the proposed building addition. SITE PLAN REVIEW Appro Development proposes to construct an 18,700 square foot building addition on the combined Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition. The existing driveway to Grenada Avenue will be reconstructed, and a second driveway is proposed to be constructed to Grenada Avenue. A $6,000 security will be required with the final plat for work in the right of way associated with driveway construction. GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE10,2015 PAGE 3 OF 8 A portion of the existing private parking lot will remain, and the site plan includes the construction of an additional private parking lot. Parking lots on the site are designed to provide a total of 87 stalls, including four handicapped accessible stalls. Turning movement templates were provided to demonstrate that proper circulation can be attained throughout the parking lot and at truck docks. The proposed parking lot meets the required setbacks from lot lines and street surfaces. Some of the proposed parking lot will be located within public drainage and utility easements. The Developer is responsible for the costs of replacing parking lots damaged by any future drainage and utility construction within these public easements. PUBLIC STREETS AND ACCESS Grenada Avenue The parent parcel is located west of and adjacent to Grenada Avenue, a local roadway, as identified in the City's Transportation Plan. Grenada Avenue is currently constructed as a two lane rural roadway with gravel shoulders. 60 -feet of right-of-way with a 70 -foot cul-de-sac bulb was dedicated for Grenada Avenue with the Grenada Business Park plat. No additional right-of-way will need to be dedicated at this time. 215th Street (CSAH 70) Lot 1, Block 1, Grenada Business Park is north of and adjacent to 215th Street (CSAH 70), a principal arterial County Highway, as identified in the City's Transportation Plan. 215th Street is currently constructed as a two lane rural roadway with dedicated right turn lanes for east and west bound traffic at the intersection with Grenada Avenue. The current Dakota County Road Plat Review Needs Map indicates the ultimate design for the section of 215th Street adjacent to the site is a four lane divided roadway. The 1/2 right-of-way requirement for a four lane divided roadway is 75 feet. The current 1/2 right-of-way is 85 -feet adjacent to the site. No additional right-of-way will be dedicated at this time. CONSTRUCTION ACCESS Construction traffic access and egress for site grading, utility and building construction shall be restricted to one entrance off of Grenada Avenue. PARKS, TRAILS AND SIDEWALKS Outlot B, Grenada Business Park paid park dedication at the time of plat approval in 1999. The proposed Grenada Business Park 2nd Addition is not subject to park dedication fees. There are no sidewalks or trails proposed within Grenada Business Park 2nd Addition. UTILITIES SANITARY SEWER The parent parcel is located within SC -10220 of the South Creek sanitary sewer district as identified in the City's Sanitary Sewer Plan. Wastewater will be conveyed via existing trunk GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE10,201S PAGE 4 OF 8 sanitary sewer to the VICES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed industrial subdivision. An existing private sanitary sewer service stub extends from sanitary sewer within Grenada Avenue to provide service to the parent parcel. The Sanitary Sewer Availability Charge must be paid with the building permit. The Sanitary Sewer Availability Charge will be calculated at $327/MCES SAC Unit, as determined by the Building Official. WATERMAIN Existing 16 -inch public watermain extends through the parent parcel along the north property line within a drainage and utility easement. A private 6 -inch and 8 -inch watermain service serves the existing Mendell Machine building. The private system connects to the public 16 -inch watermain at the intersection of Grenada Avenue and 215th Street, and loops to the public 12 -inch watermain in 215th Street. No extensions of or connections to watermain are proposed for the Mendell Machine building addition. Water service to the new building will be through connections to the existing plumbing in the existing building. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit application. OVERHEAD LINES There are no existing overhead utility lines adjacent to the Grenada Park 2nd Addition development. DRAINAGE AND GRADING The parent parcel is located within subdistrict SC -13 of the South Creek Stormwater District, as identified in the City's Water Resources Management Plan. The parent parcel was previously graded with the Grenada Business Park improvements. The site drains to the east to an existing stormwater basin located in Outlot A, Grenada Business Park. The basin discharges to a swale in the Airlake Development 2nd Addition and flows north to South Creek. The proposed stormwater management plan consists of a privately owned and maintained underground stormwater chamber, designed to provide a water quality volume equivalent to 1.5 inches over the new impervious roof area. New paved parking lot impervious area and rooftop drains on the new addition will be directed to the underground chambers. The new GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE 10, 2015 PAGE 5 OF 8 stormwater chambers will discharge to the existing stormwater basin east of the site. The stormwater management plan provides rate control for the 1, 10, and 100 -year rainfall events, meeting the requirements in the City's Water Resources Management Plan and South Creek Management Plan. The system must be bypassed during construction to ensure that sediments are not entering the system at the heavier loads during construction per the manufacturer's recommendations. The system will not be put on line until the site is fully stabilized. The system must be checked and cleaned as needed. Engineering recommends that the system be visually checked and inspected for sediment deposits following the Manufacturer's recommendations. A copy of the inspection and cleaning records must be submitted to the City. The Developer shall sign a private maintenance agreement for the private stormwater chamber and dedicate a drainage and utility easement over the chamber area prior to City Council consideration of the final plat. Existing roof and paved areas will continue to drain to swales along Grenada Avenue. A culvert will be installed under the proposed driveway to convey the swales to the existing stormwater basin in Outlot A, Grenada Business Park. Portions of the existing basin will be excavated as part of the proposed site plan and will be restored using MN DOT seed mix 33- 262. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as -built certified grading plan has been submitted and approved by the City Engineer. The proposed site plan and improvements contain more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. STORM SEWER A private storm sewer system will be installed to convey the discharge from new and existing impervious surfaces. New roof and parking lot runoff will be conveyed by 12 -inch storm sewer to a new underground stormwater chamber. Roof and parking lot runoff from the extisting site will be routed by existing swales through a new 15 -inch culvert to the existing stormwater pond in Outlot A, Grenada Business Park. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and shall be paid with the final plat. The Trunk Storm Sewer Area Charge for Grenada Business Park 211 Addition is calculated as follows: GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE 10, 2015 PAGE 6OF8 51,372 s.f. X $0.25/s.f. _ $12,843.00 Gross Area of Grenada Business Park 2015 Industrial Trunk Storm Total 2"d Addition Sewer Area Charge Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. RETAINING WALLS The Mendel Machine Expansion Site Plan includes the construction of a privately owned and maintained retaining wall at the loading dock. Retaining walls shall be constructed outside of the established drainage and utility easements, as shown on the plans. 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 walls shall be inspected during construction and certified by the design engineer following construction. FEMA FLOODPLAIN ANALYSIS Grenada Business Park 2nd Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WETLANDS There are no wetlands on the site. TREE PRESERVATION There are no trees on the site. EROSION CONTROL An erosion control plan was submitted and has been reviewed that includes the following: • A gravel construction entrance is included at the new driveway location. • A seed/mulch specification that meets City requirements. MN Dot seed mix 33-262 should be used in the infiltration basins. • Erosion control blanket is shown on all pond slopes. • Silt fence will be installed to protect offsite areas from sediment transport. • Streets must be cleared of debris at the end of each day. • Stormwater treatment areas will be graded first with the exception of the infiltration/filtration areas. GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE 10, 2015 PAGE 7 OF 8 Inlet protection must be installed both on the site and on Grenada Avenue. Additional erosion control measures may be required during construction as deemed necessary by City staff. The Applicant is responsible for meeting the requirements outlined in the MPCA Construction Permit. Any additional measures required shall be installed and maintained by the Applicant. SECURITIES The Applicant shall provide a Letter of Credit as security for the Applicant -installed improvements relating to the site plan. CONSTRUCTION COSTS Removal and Restoration of Grenada Avenue for Driveways $ 6,000.00 Storm Sewer 74,466.00 Sanitary Sewer 3,000.00 Grading, Erosion Control, and Restoration 39,737.50 SUBTOTAL - CONSTRUCTION COSTS $ 123,203.50 OTHER COSTS Developer's Design (6.0%) $ 7,392.21 Developer's Construction Survey (2.5%) 3,080.09 City's Legal Expense (0.5%) 616.02 City Construction Observation (7.0%) 8,624.25 Developer's Record Drawing (0.5%) 616.02 Landscaping 10,000.00 Lot Corners/Iron Monuments 100.00 SUBTOTAL - OTHER COSTS $ 30,428.59 TOTAL PROJECT SECURITIES $ 153,632.09 CASH FEES A cash fee for one-year of streetlight operating expenses for Lots 1, Block 1, Grenada Business Park 2nd Addition shall be paid with the final plat. The cash fee is calculated as follows: 96.68 f.f. x $0.2277/f.f./qtr. x 4 qtrs. = $88.06 Grenada Avenue Front Footage 2015 Streetlight Operating Fee Total A cash fee for one-year of surface water management expenses for Lot 1, Block 1, Grenada Business Park 2nd Addition shall be paid with the final plat and is calculated as follows: 1.18 acres X 4.2 REU x $7.00/unit/qtr. x 4 qtrs. _ $138.77 Area of Lot 1, Block 1, Grenada Residential Equivalent 2015 Surface Water Management Total Business Park 2nd Addition Utility Factor Fee GRENADA BUSINESS PARK 2ND ADDITION PRELIMINARY AND FINAL PLAT MENDELL MACHINE ADDITION SITE PLAN JUNE 10, 2015 PAGE 8 OF 8 A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 1 x $75.00/unit = $75.00 Lots/Cutlots 2015 City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Applicant shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $3,696.11. CASH REQUIREMENTS Trunk Storm Sewer Area Charge Streetlight Operating Fee Surface Water Management Fee City Base Map Updating Fee City Engineering Administration (3.00%) TOTAL CASH REQUIREMENT RECOMMENDATION $ 12,843.00 88.06 138.77 75.00 $ 3,696.11 $ 16,840.94 Engineering recommends approval of the preliminary plat, final plat, easement vacation, lot combination, grading and erosion control plan, utility plan and tree preservation plan for Grenada Business Park 2nd Addition and the Mendell Machine Addition, subject to the requirements and stipulations within this report.