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HomeMy WebLinkAboutItem 08• • • • • • ☐☐ 1 2 1 2 1 195344v5 (reserved for recording information) DEVELOPMENT CONTRACT (Developer Installed Improvements) BETHLEHEM SECOND ADDITION DEVELOPMENT CONTRACT dated ____________________, 20___, (“Contract”) by and between the CITY OF LAKEVILLE, a Minnesota municipal corporation (“City”), and BETHLEHEM EVANGELICAL LUTHERAN CHURCH OF LAKEVILLE MINNESOTA, a Minnesota nonprofit corporation (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Bethlehem Second 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 A, Bethlehem First Addition, according to the recorded plat thereof, Dakota County, Minnesota (“Land”). 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat. 2 195344v5 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City Engineer following approval of a preliminary plat by the City Council, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the necessary insurance for the Developer and its construction contractors has been received by the City, and 4) the plat has been filed with the Dakota County Recorder or Registrar of Titles’ office. 4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current metropolitan urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, 3 195344v5 notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A, B, C, and F the plans may be prepared, subject to the City Engineer’s approval, after entering the Contract, but before commencement of any work in the plat. The City Engineer may approve minor amendments to Plan B without City Council approval. The erosion control plan may also be approved by the Dakota County Soil and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A – Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Tree Preservation Plan Plan D - Plans and Specifications for Public Improvements Plan E - Street Lighting Plan Plan F - Landscape Plan 8. IMPROVEMENTS. The Developer shall install and pay for the following, to the extent required for the Development: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control H. Underground Utilities 4 195344v5 I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utility and street construction; and any other ordinances including Section 11-16-7 of the City Code concerning erosion and drainage and Section 4-1-4-2 prohibiting grading, construction activity, and the use of power equipment between the hours of 10 o’clock p.m. and 7 o’clock a.m. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide 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 reasonable instructions received from the City’s inspectors. The Developer 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 sixty (60) 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. 5 195344v5 In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer’s surveyor shall also submit a written notice to the City certifying that the monuments have been installed following site grading, utility and street construction. 9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 8 above. 10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include: A. Dakota County for County Road Access and Work in County Rights-of-Way B. MnDot for State Highway Access C. MnDot for Work in Right-of -Way D. Minnesota Department of Health for Watermains 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 6 195344v5 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, 2018. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections reasonably 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 shall take all reasonable steps to notify the Developer in advance of any proposed action and provide Developer with an opportunity to take corrective action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations 7 195344v5 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 or temporary stabilization approved by the City, the Developer shall provide the City with an “as constructed” grading plan certified by a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have been constructed on public easements or land owned by the City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations and building pads, and all other items listed in City Code Section 10-3-5.NN. The City will withhold issuance of a Certificate of Occupancy until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report, including referenced development phases and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of the Certificate of Occupancy. Prior to the release of the grading and erosion control security, the “as constructed” plan for the lots must be submitted to verify that the final as-built grades and elevations of the specific lot and all building setbacks are consistent with the approved grading plan for the development, and amendments thereto as approved by the City Engineer, and that all required 8 195344v5 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 draw on the letter of credit. Upon satisfactory completion of the grading, erosion control and “as constructed” grading plan, the security, 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, its subcontractors, agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and final acceptance by the City, the improvements lying within public easements shall become City property without further notice or action. 18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be three percent (3%) of construction costs identified in the Summary of Security Requirements if using a letter of credit, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City’s in-house engineering staff or consulting engineer. Construction observation shall include part or full time inspection of proposed public utilities and street construction and 9 195344v5 will be billed on hourly rates estimated to be five percent (5%) of the estimated construction cost. 19. STORM SEWER AREA CHARGE. Development of Bethlehem Second Addition includes construction of private storm sewer to be installed within Lot 1, Block 1 to collect and convey stormwater runoff generated from within the site to the private stormwater management basin. The Developer must sign a private stormwater maintenance agreement for the basin at the time of final plat approval. The improvements also include connection and adjustment to existing public storm sewer within Indiana Avenue. The Developer must post a $2,000.00 security at the time of final plat approval to ensure the connection and adjustment to the existing public storm sewer within Indiana Avenue. Prior to City release of the final plat mylars for recording, Developer shall provide to the City a fully executed Stormwater Maintenance Agreement and Easement Agreement for the private storm sewer utilities. The Trunk Storm Sewer Area Charge is due for the parent parcel and must be paid at the time of final plat approval. The Trunk Storm Sewer Area Charge is calculated as follows: 629,033 s.f. x $0.198/s.f. = $124,548.53 Net Area of Lot 1, Block 1 Area Charge Total Trunk Storm Sewer Area Charge Bethlehem Second Addition Final locations and sizes of all sanitary sewer, watermain, and storm sewer facilities will be reviewed by City staff with the final construction plans. 20. SANITARY SEWER AVAILABILITY CHARGE. Development of Bethlehem Second Addition includes the connection to an existing public sanitary sewer service stub. Sanitary sewer will be extended within the site to provide sewer service to the proposed church. 21. WATERMAIN. Development of Bethlehem Second Addition includes connection to an existing private watermain service stub and a new connection to public watermain. Private watermain will be extended within the development to provide water service and fire protection to the proposed church. A second water service shall be 10 195344v5 constructed extending from the main within Indiana Avenue to provide sufficient fire protection to the proposed church. The Developer must post a $5,000.00 security at the time of final plat approval to ensure the watermain connection and roadway restoration. 22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility construction, and site construction is restricted to access the subdivision from a rock construction entrance at a single access location off of Indiana Avenue. 23. PARK DEDICATION. The Developer shall pay a cash contribution of $2,650.00 at the time of final plat approval in satisfaction of the City’s park dedication requirements. The Park Dedication Fee is based on the rate in effect at the time of final plat approval, calculated as follows: 1 unit x $2,650.00 = $2,650.00 Residential Units in Lot 1, Block 1 Medium Density Park Park Dedication Requirement Bethlehem Second Addition Dedication Fee 24. STREET LIGHT OPERATION COSTS. The Developer shall pay to the City $35.03 at the time of final plat approval in payment of the first year operating costs for street lights. The fee was calculated as follows: 1 unit x $35.03/unit = $35.03 Dwelling Units Streetlight Operating Fee Total 25. ENVIRONMENTAL RESOURCES EXPENSES. The Developer shall pay to the City at the time of final plat approval $1,025.99 in payment of the first year environmental resources expenses for the subdivision. The fee was calculated as follows: 14.44 acres x 4.20 x 37.20/unit x (19.1%/42%) = $1,025.99 Area of Lot 1, Block 1 Church Utility Factor Environmental Resources Fee Fee Reduction for less Total Bethlehem Second Addition than 42% Impervious 26. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape plan. The Developer shall post a $65,000.00 security at the time of final plat approval to ensure that the landscaping is installed in accordance with the approved plan. 11 195344v5 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the November 9, 2017 Engineering report. B. 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 subdivision iron monuments at property corners. The security was calculated as follows: two (1) lots/outlots at $100.00 per lot/outlots. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. C. The Developer shall pay a cash fee for the preparation of record construction drawings and City base map updating. This fee is $90.00 per lot/outlot for a total charge of $90.00. D. The Developer shall be responsible for the cost of street light installation consistent with a street lighting plan approved by the City. Before the City signs the final plat, the Developer shall post a security for street light installation consistent with the approved plan. The estimated amount of this security is $2,800.00 and consists of two (2) mast arm street lights at $1,400.00 each. E. 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 12 195344v5 construction record drawings (e.g., grading, utilities, streets) shall be in electronic format in accordance with standard City specifications. 28. 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 $198,355.00, plus a cash fee of $3,510.00 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. Watermain Connections $ 5,000.00 B. Storm Sewer Connection $ 2,000.00 C. Driveway, Trail and Street Connections 10,000.00 D. Erosion Control, Grading Certifications, Stormwater Basins 100,000.00 CONSTRUCTION SUB-TOTAL $ 117,000.00 OTHER COSTS: A. Developer’s Design (3.0%) $ 3,510.00 B. Developer’s Construction Survey (2.5%) 2,925.00 C. City Legal Expenses (Est. 0.5%) 585.00 D. City Construction Observation (Est. 5.0%) 5,850.00 E. Developer’s Record Drawings (0.5%) 585.00 F. Landscaping 65,000.00 G. Street Lights 2,800.00 H. Lot Corners/Iron Monuments 100.00 OTHER COSTS SUB-TOTAL $ 81,355.00 TOTAL SECURITIES: $ 198,355.00 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 13 195344v5 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. 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the City Council signing the final plat: A. Park Dedication Fee $ 2,650.00 B. Trunk Storm Sewer Area Charge 124,548.53 C. Streetlight Operating Fee 35.03 D. Environmental Resources Fee 1,025.99 E. City Base Map Updating 90.00 F. City Engineering Administration 3,510.00 (3% for letters of credit or 3.25% for alternate disbursement) TOTAL CASH REQUIREMENTS $ 131,859.55 30. 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 14 195344v5 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 public improvement 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. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and construction observation inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including reasonable engineering and reasonable attorneys' fees. 15 195344v5 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. Additionally, the Developer shall pay in full all bills submitted to it by the City prior to any reductions in the security for the development. 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. 32. 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 ninety-six (96) 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. 16 195344v5 33. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. 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 17 195344v5 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. In the event this Contract is recorded, the City covenants to provide a recordable Certificate of Completion promptly upon the completion of the work and responsibilities required herein, payment of all costs and fees required and compliance with all terms of the Contract. The 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. H. Insurance. Prior to execution of the final plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the Contract including workers’ compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: 18 195344v5 Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit – Bodily Injury & Property Damage Including Owned, Hired & Non-Owned Automobiles Workers Compensation Workers’ Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer’s Liability with minimum limits are as follows: • $500,000 – Bodily Injury by Disease per employee • $500,000 – Bodily Injury by Disease aggregate • $500,000 – Bodily Injury by Accident The Developer’s and general contractor’s insurance must be “Primary and Non- Contributory”. All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City. A copy of the endorsement must be submitted with the certificate of insurance. Developer’s and general contractor’s policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits required by this Contract. I. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify and hold harmless the City, and its employees, officials, and agents from 19 195344v5 and against all claims, actions, damages, losses and expenses, including reasonable attorney fees, arising out of Developer’s negligence or its performance or failure to perform its obligations under this Contract. Developer’s indemnification obligation shall apply to Developer’s general contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer, or anyone for whose acts Developer may be liable. Developer agrees this indemnity obligation shall survive the completion or termination of this Contract. 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, until the City’s issuance of a Certificate of Completion and Release. L. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls identified on the development plans and by special conditions referred to in this Contract shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 20 195344v5 M. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. 34. 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: 20270 Iberia Avenue, 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.] 21 195344v5 CITY OF LAKEVILLE BY: _____________________________________ Douglas P. Anderson, Mayor (SEAL) AND:___________________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ________ day of ______________, 20___, by Douglas P. Anderson and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. _________________________________________ NOTARY PUBLIC 1 195356v2 STORMWATER MANAGEMENT/ BEST MANAGEMENT PRACTICE FACILITIES AND EASEMENT AGREEMENT City of Lakeville THIS AGREEMENT, made and entered into this ____ day of ____________, 20___, by and between Bethlehem Evangelical Lutheran Church of Lakeville Minnesota, a Minnesota nonprofit corporation, 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 Bethlehem Second 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 homeowners 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 on Exhibit B attached hereto and depicted on Exhibit C 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 2 195356v2 Stormwater Maintenance Plan and the City engineering standards for stormwater treatment facilities attached hereto as Exhibit D. This includes all pipes, channels, and other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation 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 Stormwater 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 D. 4. The City, its authorized agents and employees, may enter upon the Property pursuant to the non-exclusive easement granted herein to inspect the stormwater management/BMP facilities located within the Easement Area whenever reasonably 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”). Landowner shall not be responsible for any injuries to any member of the City or its agents, employees or contractors arising out of or related to their entry upon the Property pursuant to this Agreement, except due to the negligence or intentional acts of Landowner, its contractors, employees or assigns. 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 after 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 harmless 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 Area to construct, reconstruct, inspect, repair, 3 195356v2 and maintain said private Stormwater Facilities together with the right to grade, level, fill, drain, pave, and excavate the Easement Area, and the further right to remove trees, bushes, undergrowth, and other obstructions in the Easement Area interfering with the location, construction, and maintenance of said private Stormwater Facilities systems. 7. The Landowner, or its successors and assigns, will perform the work necessary to keep these Stormwater Facilities in good working order as appropriate. In the event a 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. City shall provide at least thirty (30) days prior written notice to Landowner before performing any work at the Property to allow the Land owner to perform any such work at its own cost and expense before incurring any expenses from the City, except in the event of an emergency as determined by the City. 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. (remainder of page intentionally left blank) (signature pages to follow) 5 195356v2 CITY OF LAKEVILLE By: Douglas P. Anderson, Mayor (SEAL) And: Charlene Friedges, City Clerk STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ________ day of ______________, 20___, by Douglas P. Anderson and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 6 195356v2 EXHIBIT A Legal Description of Property Lot 1, Block 1, Bethlehem Second Addition, according to the recorded plat thereof, Dakota County, Minnesota. (Abstract Property) 7 195356v2 EXHIBIT B Legal Description of Easement Area A private stormwater basin easement over, under, and across that part of Lot 1, Block 1, Bethlehem Second Addition, Dakota County, Minnesota, according to the recorded plat thereof. Said easement lying northerly of the following described line: commencing at the most northerly corner of said Lot 1; thence southeasterly along the curved lot line having a radius of 1960.00 feet, and a length of 352.45 feet; thence S 46º03’22” E, assumed bearing of recorded plat, along the northeasterly lot line a distance of 83.84 feet to the beginning of the line to be described; thence N 78º01’09” W a distance of 266.35 feet; thence S 73º26’38” W a distance of 234.89 feet to the westerly line of said Lot 1 and said line there terminating. 9 195356v2 EXHIBIT D CITY OF LAKEVILLE ENGINEERING STANDARDS FOR STORM WATER TREATMENT FACILITIES Pond Maintenance Requirements 1. Annual inspection, maintenance reporting and certification by a professional engineer (Provided by Owner). Information must be submitted to the City annually. 2. Excavate pond to original design capacity when one half (1/2) of the wet volume of the pond is lost due to sediment deposition. 3. Remove floatable debris in and around the pond area including, but not limited to: oils, gases, debris and other pollutants. 4. Maintain landscape adjacent to the facility per original design, including but not limited to: maintenance of the buffer strip and other plant materials as per original plan design. 5. Maintenance of all erosion control measures including but not limited to: rip rap storm sewer outlets, catch basin inlets, etc. Infiltration/Rain Garden Maintenance Requirements 1. Inlet and Overflow Spillway – Remove any sediment build-up or blockage and correct any erosion. 2. Vegetation a. Maintain at least 80% surface area coverage of plants approved per plan. b. Removal of invasive plants and undesirable woody vegetation. c. Removal of dried, dead and diseased vegetation. d. Re-mulch void or disturbed/exposed areas. 3. 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. 10 195356v2 3. 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 1 inch or greater in 24 hours. 5. 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 1. 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. CITYOFLAKEVILLEPLANNINGCOMMISSIONMEETINGMINUTESNovember16, 2017 ChairSwensoncalledthemeetingtoorderat6:00p.m. intheCouncilChambers atCityHall. Thepledgeofallegiancetotheflagwasgiven. MembersPresent: ViceChair PatKaluza, BrooksLillehei, KarlDrotning, JasonKelvie, Ex-officioMemberMikeLamm MembersAbsent: ChairJasonSwenson, PaulReuvers, ScottEinck OthersPresent: DarylMorey, PlanningDirector; KrisJenson, AssociatePlanner; PennyBrevig, RecordingSecretary 3. ApprovaloftheMeetingMinutes TheNovember2, 2017Planning Commissionmeetingminuteswereapprovedaspresented. 4. Announcements Mr. Moreyreminded thePlanningCommissionaboutthework sessionimmediatelyfollowingtonight'smeetingtodiscussthe2018Comprehensive Planupdate. 5. Bethlehem Lutheran Church ViceChair Kaluzaopenedthepublic hearingtoconsidertheapplicationofStation19ArchitectsonbehalfofBethlehemLutheranChurchforaconditionalusepermittoallowareligiousinstitution (church) intheRM-1, MediumDensityResidentialDistrict, locatedeastofIpavaAvenue, southofIndianaAvenue, andnorthofLakeville NorthHighSchool. MandyMcCulleyfromStation19Architects andBenBlumer, LeadPastoratBethlehemLutheranChurchwerepresentattonight’smeeting. Ms. McCulleypresentedabriefoverviewoftheirrequest. Shementionedthe totalbuildoutofthechurchcouldbeapproximately800seats. PastorBlumerindicatedthattheirchurchthwascelebratingtheir40Anniversary. In 2011thecongregation reviewed theirgrowthpatternsandstartedlookingforlandtopurchasetoaccommodatetheirgrowth. Theychose thesubjectproperty forthefuturechurchconstruction. Associate Planner KrisJensonpresented theplanningreport. Ms. JensonstatedthatthesubjectpropertywaspreliminaryplattedwiththeBethlehemFirstAddition. Theplansproposea400seatsanctuarychurch, administrative offices, kitchen, andclassrooms. Theplansshow apossible 400seatfutureexpansionforatotal of +/- Planning CommissionMeetingMinutes, November16, 2017 Page2 800 seats. Anamendment totheCUPwouldberequirediftherewasafutureexpansiontothebuilding. Ms. Jenson indicated thattheBethlehem FirstAdditionpreliminary platconsistedoftwolots: onelotfora70unit independent seniorapartment buildingandtheother lotforBethlehemLutheranChurch. The BethlehemSecondAddition finalplatandconditionalusepermitforthechurchwillbepresentedsimultaneouslytotheCityCouncil. Ms. Jensonstatedthat theZoningOrdinance allows religiousinstitutions in theRM-1, MediumDensityResidentialDistrictsubject toapprovalofaCUP. Ms. JensonreviewedthegeneralperformancestandardsforCUP’swhicharelistedintheNovember9, 2017planningreport. Ms. Jenson statedthatstaffrecommendsapprovaloftheBethlehem LutheranChurchconditionalusepermitsubjecttothesevenstipulationslistedintheNovember9, 2017planningreportandadoptionoftheFindingsofFactdatedNovember16, 2017. ViceChairKaluzaopenedthehearingtothepublicforcomment. Therewerenocommentsfromtheaudience. MotionwasmadebyKelvie, secondedbyDrotningtoclose thepublichearingat6:10p.m. Voicevotewastakenonthemotion. Ayes – unanimous ViceChairKaluzaaskedforcomments fromthePlanningCommission. Discussionpointsincluded: CommissionerDrotningconfirmedthattheaccesstoIpavaAvenuewillberightin/rightoutonlyandtheaccesstoIndianaAvenue willallowfullturningmovements. Commissioner LilleheireferredtoStipulation 3andaskedaboutthescreeningpanelmaterialsandwhattheylookedlike. Ms. Jensonexplainedthatthemetalrooftopscreeningpanelswouldmatchthecolorschemeofthebuilding. Thecross-sectionplansshowthatthemechanicalunitswouldnotbevisiblefromtheright-of-way, butstipulation 3wasincludedasasafeguard. ViceChairKaluzaaskedaboutthepotentialforcut-throughtraffictoavoidtheIpavaAvenueintersectiontogettoIndianaAvenue. Ms. McCullyindicatedthatthechurchwillmonitorthispotentialsituationandifitbecomesanissuetheywillconsiderinstallingsignageand/orspeedbumps. MotionwasmadebyLillehei, seconded byKelvietorecommend toCityCouncilapprovaloftheBethlehemLutheranChurchconditionalusepermittoallowareligiousinstitution (church) inthe RM-1, Medium DensityResidential District, located eastofIpavaAvenue, southofIndiana Avenue, andnorthofLakeville NorthHighSchool, and Planning CommissionMeetingMinutes, November16, 2017 Page3 adoptionoftheFindingsofFactdatedNovember16, 2017, subjecttothefollowingstipulations: 1. Therecommendations listedintheEngineering Division memorandumdatedNovember9, 20172. The buildingandsiteshallbe developedconsistent withtheplans approved bytheCityCouncil. 3. Ifrooftopmechanical unitsarevisible fromthepublic rightofwayuponcompletionofthebuilding, screening panels mustbeinstalled. 4. TheGradeAandGradeBexterior building materialsshallnotbe painted. 5. Alandscapesecurity, inanamounttobedetermined, shall besubmittedwith thefinalplat. 6. Asignpermit applicationshallbe submitted andapproved by theCitypriortotheinstallationofanysignage. 7. Thefuture buildingadditionrequiresapproval ofaconditional usepermitamendment. Ayes: Kelvie, Lillehei, Kaluza, DrotningNays: 0 Therebeingnofurtherbusiness, themeetingwasadjournedat6:17 p.m. and thePlanningCommissionimmediatelywentintotheirworksession. Respectfully submitted, Penny Brevig, RecordingSecretary 1 2 ±DODDBLVD(CSAH9)IPAVAAVEBethlehem Second Add. plat area ING L E SI DECTINNDALE DR 192NDST 194TH STIREDELL CT City of Lakeville Bethlehem Second Add Final Plat and Conditional Use Permit I N D IA N A AVE EXHIBIT A BENCHMARK - TOP NUT HYDRANT ELEVATION = 1002.38 FUTURE WORSHIP FUTURE FUTURE 205 STALLS 120 FUTURE STALLS PONDING LOT 1 BLOCK 1 20 20 1919 1919 15 16 161415 13 122 FUTURE STALLS 31.5 9.0 18.0STOP SIGN AND STOP BAR STOP SIGN AND STOP BAR STOP SIGN AND STOP BAR 24.0NWL=1003.0 10-YR=1003.8 100-YR=1005.9 LOT 2 BLOCK 1 EXISTING LEGEND LOT LINE RIGHT-OF-WAY LINE EASEMENT LINE WATER MAIN SANITARY SEWER STORM SEWER WATER SERVICE SANITARY SERVICE CHAIN LINK FENCE VINYL/WOOD FENCE LIGHT POLE POWER POLE XFMR. TRANSFORMER CBLX. CABLE BOX TEL. TELEPHONE BOX E.M. ELECTRIC METER G.M. GAS METER A.C. AIR CONDITIONER HYDRANT WATER VALVE P.I.V. POST INDICATOR VALVE SANITARY MANHOLE C.O. CLEANOUT STORM MANHOLE AREA CATCH BASIN CATCH BASIN CONIFEROUS TREE DECIDUOUS TREE CONTOUR LINE SPOT ELEVATION DRAINAGE ARROW DETAIL NOTE 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 RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT). 3. SURVEY COMPLETED IN DECEMBER, 2016. 4. TOTAL AREA OF PROPERTY AS SHOWN: A. AREA OF PROPERTY TO BE PLATTED: 810,599 SQ. FT. (18.609 AC.) B. PROPOSED LOT 1, BLOCK 1 = 181,566 SQ. FT. (4.168 AC.) C. PROPOSED LOT 2, BLOCK 1 = 629,033 SQ. FT. (14.440 AC.) BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38 LOT 1BLOCK 1DEPARTMENT OF PROPERTY TAXATION AND RECORDSCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTACITY COUNCIL, CITY OF LAKEVILLE, MINNESOTACOUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTASURVEYORS CERTIFICATEBETHLEHEM SECOND ADDITION 2 3 4 5 6 ±DODDBLVD(CSAH9)IPAVAAVEBethlehem Second Add. plat area ING L E SI DECTINNDALE DR 192NDST 194TH STIREDELL CT City of Lakeville Bethlehem Second Add Final Plat and Conditional Use Permit I N D IA N A AVE EXHIBIT A ±P/OS P/OS RM-1 RS-2 RS-3 RS-3 City of Lakeville Bethlehem 2nd Addition CUP/Final PlatEXHIBIT B RS-2 PUD P/OS RH-2 Bethlehem Lutheran Church siteIPAVA AVEI N D I A NAAVE Lakeville North High SchoolIRELANDWAYINNDAL E D R IRELAND CTIREDELL C T I R ELANDPL BENCHMARK - TOP NUT HYDRANTELEVATION = 1002.38EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTEPROPERTY DESCRIPTION:NOTES1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILEDFROM 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 LOCATIONSPRIOR TO EXCAVATION.2. PROPERTY CURRENTLY ZONED RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT). 3. SURVEY COMPLETED IN DECEMBER, 2017.4. TOTAL AREA OF PROPERTY AS SHOWN: 629,033 SQ. FT. (14.440 AC.)5. BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38 BENCHMARK - TOP NUT HYDRANT ELEVATION = 1002.38 FUTURE WORSHIP FUTURE FUTURE 205 STALLS 120 FUTURE STALLS PONDING LOT 1 BLOCK 1 20 20 1919 1919 15 16 16 1415 13 122 FUTURE STALLS 31.5 9.0 18.0STOP SIGN AND STOP BAR STOP SIGN AND STOP BAR STOP SIGN AND STOP BAR 24.0NWL=1003.0 10-YR=1003.8 100-YR=1005.9 LOT 2 BLOCK 1 EXISTING LEGEND LOT LINE RIGHT-OF-WAY LINE EASEMENT LINE WATER MAIN SANITARY SEWER STORM SEWER WATER SERVICE SANITARY SERVICE CHAIN LINK FENCE VINYL/WOOD FENCE LIGHT POLE POWER POLE XFMR. TRANSFORMER CBLX. CABLE BOX TEL. TELEPHONE BOX E.M. ELECTRIC METER G.M. GAS METER A.C. AIR CONDITIONER HYDRANT WATER VALVE P.I.V. POST INDICATOR VALVE SANITARY MANHOLE C.O. CLEANOUT STORM MANHOLE AREA CATCH BASIN CATCH BASIN CONIFEROUS TREE DECIDUOUS TREE CONTOUR LINE SPOT ELEVATION DRAINAGE ARROW DETAIL NOTE 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 RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT). 3. SURVEY COMPLETED IN DECEMBER, 2016. 4. TOTAL AREA OF PROPERTY AS SHOWN: A. AREA OF PROPERTY TO BE PLATTED: 810,599 SQ. FT. (18.609 AC.) B. PROPOSED LOT 1, BLOCK 1 = 181,566 SQ. FT. (4.168 AC.) C. PROPOSED LOT 2, BLOCK 1 = 629,033 SQ. FT. (14.440 AC.) BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38 200 STALLSPONDING1 0 2 2 . 2 0 1 0 2 3 . 2 0 1 0 2 2 . 4 0 1 0 2 2 . 0 0 1 0 2 1 . 0 0 1009.001 0 0 2 . 0 0 1028.50 FF=1023.501029.10 1028.50 FF=1002.90FF=1013.23CBCBCBCBHYD20DTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTB-1B-2B-3B-6B-5B-4B-7B-8B-9B-12B-10LOT 1BLOCK 1B-17B-8201717191914COB-4B-9B-10B-13B-1518. 0 16EOF=1001.0816141513DTDTDTDTDTDTDTDTDTDTDTSILT FENCEHYDPIVB-1B-2B-3B-5B-6B-7B-11B-12B-14B-169.031.5STOP SIGN AND STOP BAR24. 01018.59DTDTDTDTDTDTDTDTDT1020.50DTDTDTDTDT1 0 2 2 . 2 0 TRASHRECEPTACLELOCATIONMONUMENTSIGNMONUMENTSIGNPAV'T FLUSH1 0 2 3 . 3 0 1 0 2 3 . 1 0 AREA CATCH BASIN AND 318 L.F. OF 18" PVCSTORM PIPE AT 2.46% SLOPE.TC=1020.50INV=1017.12125 L.F. OF 8" PVC SLOTTEDDRAIN TILE AT 1.5% SLOPE.SEE DETAIL ON SHEET C-7.INV=1019.00CURB INLET CATCH BASINAND 128 L.F. OF 18" PVCSTORM PIPE AT 4.53% SLOPE.TC=1014.30INV=1009.301 0 1 4 . 3 0 CURB INLET CATCH BASINAND 40 L.F. OF 24" PVC STORMPIPE AT 1.25% SLOPE.TC=1012.50INV=1003.50FE=1003.0228 L.F. OF 8" PVC SLOTTEDDRAIN TILE AT 1.5% SLOPE.SEE DETAIL ON SHEET C-7.INV=1019.00STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR30.0 30.024.09.0CURB INLET CATCH BASINAND 133 L.F. OF 18" PVCSTORM PIPE AT 1.0% SLOPE.TC=1008.00INV=1004.83AREA CATCH BASIN AND 270 L.F. OF 18" PVCSTORM PIPE AT 3.98% SLOPE.TC=1018.59INV=1015.58FE=1001.0FE=1003.05' WALK (TYP)B612 CURB (TYP)COCOCO3.1%1.5%4.0%4.0% 4.1 %4.5% 8 . 0%APRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSAPRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSREMOVE FLARED END SECTION ANDPIPE AND PLUG AT STRUCTURE.285.5277.31 0 2 0 . 0 0 312.6 4.3%EOF=1013.0NWL=1002.010-YR=1004.5100-YR=1006.0EOF=1006.0SKIMMER STRUCTURE AND 40 L.F. OF 18" RCPSTORM PIPE AT 5.77% SLOPE.OVERFLOW=1005.0INV=1003.0SUMP INV=1000.0FUTURE GRADING FOR FUTURE ADDITIONSWILL GRADE FROM SOUTH PROPERTY LINENORTH AT 3:1 SLOPEWET-TAP 16" WATERMAIN AND INSTALL 204L.F. OF 6" DIP PIPE ANDHYDRANT/VALVEHYD6' BIT. PATH5' CONC. WALKTHIS ADJACENT SITEIS PROPOSED AND ISUNDER CITY REVIEW 200 STALLSPONDING1022.201023.20 1022.401022.001021.00 1009.001 0 0 2 . 0 0 1028.50FF=1023.501029.10 1028.50HYD20 B-1B-2B-3LOT 1BLOCK 1B-17B-8201717191914B-4B-9B-10B-13B-151616141513B-1B-2B-3B-5B-6B-7B-11B-12B-14B-1631.51018.591020.501022.20 TRASHRECEPTACLELOCATIONMONUMENTSIGNMONUMENTSIGNPAV'T FLUSH1 0 2 3 . 3 0 1 0 2 3 . 1 0 1014.30 STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR5' WALK (TYP)B612 CURB (TYP)1 0 2 0 . 0 0 HYD6' BIT. PATH5' CONC. WALKNOTES:1. TOTAL NUMBER OF TREES ON SITE = 1872. NUMBER OF TREES TO BE SAVED =94 = 50.3%3. NUMBER OF TREES TO BE REMOVED =93= 49.7% DTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDT200 STALLSPONDING1 0 2 2 . 2 0 1 0 2 3 . 2 0 1 0 2 2 . 4 0 1 0 2 2 . 0 0 1 0 2 1 . 0 0 1009.001 0 0 2 . 0 0 1028.50 FF=1023.501029.10 1028.50 HYD20LOT 1BLOCK 1201717191914161614151331.524. 01018.591020.501 0 2 2 . 2 0 TRASHRECEPTACLELOCATIONMONUMENTSIGNMONUMENTSIGNPAV'T FLUSH1 0 2 3 . 3 0 1019.101 0 2 3 . 1 0 1 0 1 4 . 3 0 STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR30.0 30.024.09.05' WALK (TYP)B612 CURB (TYP)3.1%1.5%4.0%4.0% 4.1 %4.5% 8 . 0%APRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPSAPRON PER CITY DETAILLV-ST-4 AND PED CURB RAMPS285.5277.31 0 2 0 . 0 0 312.6 4.3%NWL=1002.010-YR=1004.5100-YR=1006.0FUTURE GRADING FOR FUTURE ADDITIONSWILL GRADE FROM SOUTH PROPERTY LINENORTH AT 3:1 SLOPEWET-TAP 16" WATER MAINAND INSTALL 204 L.F. OF 6"DIP PIPE ANDHYDRANT/VALVEHYD6' BIT. PATH5' CONC. WALKLEGENDSTEEL EDGING©SBINTREE PLANTING DETAILNTS2SHRUB PLANTING DETAILNTSPERENNIAL PLANTING DETAILNTS11TREE PLANTING DETAILNTSSHRUB PLANTING DETAILNTS3PERENNIAL PLANTING DETAILNTS41LANDSCAPE PLAN1( IN FEET )GRAPHIC SCALEGENERAL NOTES1.CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THENATURE AND SCOPE OF WORK.2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANYDISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORKAND MATERIALS SUPPLIED.4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, WALKWAYS, TREES, LAWNS AND OTHER SITEFEATURES DESIGNATED TO REMAIN DURING CONSTRUCTION OPERATIONS (SEE CIVIL PLANS). DAMAGE TO SAMESHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES ANDPROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS.6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHERCONTRACTORS WORKING ON SITE.7. EXISTING CONTOURS, PAVEMENT, VEGETATION, UTILITIES AND OTHER FEATURES ARE BASED UPONINFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFYDISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME.8. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECTPLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST.10. CONTRACTOR SHALL INSTALL STEEL EDGING (5" TALL x 3/16 " THICK) AT ALL MULCH BED BORDERS THAT ARE NOTADJACENT TO PAVEMENT OR THE BUILDING FOUNDATION.PLANTING NOTES1.ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE “AMERICAN STANDARD FOR NURSERYSTOCK,” AMERICAN ASSOCIATION OF NURSERYMEN.2. ALL PLANTS SHALL BE TRUE TO TYPE, HAVE NORMAL AND WELL DEVELOPED BRANCHES AND HAVE A VIGOROUSAND FIBROUS ROOT SYSTEM. ALL PLANTS SHALL ALSO BE FREE OF ANY DEFECTS, DISEASES, SUNCLAD INJURIES,ABRASIONS, INSECT EGGS, BORERS AND ALL FORMS OF INFESTATION. ALL NEW PLANTS SHALL BE NURSERYGROWN IN SIMILAR CLIMATIC CONDITIONS AS THAT FOUND IN THE PROJECT AREA.3. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.4. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA.5. INSTALL PLANT MATERIALS PER PLANTING DETAILS AND NOTES INCLUDING 1:1:1 PLANTING BLEND OF 1 PARTWASHED SAND (MNDOT SPEC. 3149-B2), 1 PART ORGANIC COMPOST (MNDOT SPEC. 3890 GRADE 2) AND 1 PARTTOPSOIL BORROW (MNDOT SPEC. 3877-B).6. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPEARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVEDBY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS.7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPEARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF ANY PLANTS.8. APPLY PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) IN ALL PLANTING BEDS FOLLOWED BY 3” DEEPLAYER OF DECORATIVE ROCK (TYPE TBD).9. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZERMIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. FERTILIZE THE SAUCERS OF ALLTREES WITH AN ADDITIONAL APPLICATION OF GRANULAR 27-3-3 FERTILIZER THE FOLLOWING SPRING AFTERINSTALLATION - APPLY 6 OZ. PER 2.5” CALIPER TREE AND 3 OZ. PER SHRUB.10. WRAP ALL DECIDUOUS TREES WITH HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TREE WRAPPING.WRAP TREES PRIOR TO DECEMBER 1 AND REMOVE ALL WRAPPING AFTER MAY 1 EVERY YEAR.TURF NOTES1. INSTALL LAWN SOD (MN-DOT SPEC. 3878-A) AFTER PLACING 4” DEEP LAYER OF PULVERIZED TOPSOIL BORROW(MN-DOT 3877-B) ACROSS ALL DISTURBED AREAS THAT ARE NOT COVERED WITH ROCK, PAVEMENT ORSTRUCTURES.2. WHERE SOD ABUTS PAVED SURFACES, THE FINISHED GRADE OF SOD SHALL BE HELD 0.50” BELOW THE SURFACEELEVATION OF THE ADJACENT PAVEMENT.3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. SOD SHALL BE STAKEDSECURELY IN PLACE USING 5-INCH LONG BIODEGRADABLE U STAPLES.4. CONTRACTOR SHALL WATER SOD THOROUGHLY IMMEDIATELY AFTER INSTALLATION. THEN WATER SOD DAILYFOR THE FIRST 30 DAYS FOLLOWING INSTALLATION.ONGOING MAINTENANCE NOTES1. EVENLY SPREAD PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO(2) TIMES EACH YEAR - ONCE AFTER SNOWMELT AND ONCE MORE IN MID SUMMER (LATE JULY OR EARLYAUGUST). SPREAD THE PREEN BY HAND ONLY IN DRY CONDITIONS.2. WRAP ALL DECIDUOUS TREES WITH HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR TREE WRAPPINGEVERY YEAR. WRAP TREES PRIOR TO DECEMBER 1 AND REMOVE ALL WRAPPING AFTER MAY 1.3. TRIM AND MAINTAIN ALL PLANTS/SOD/SEED PER THE PRODUCERS' WRITTEN INSTRUCTIONS.LANDSCAPE DESIGNER CONTACT:MITCHELL COOKASMCOOKAS@SOLUTIONBLUE.COM651-289-5534LANDSCAPE QUANTITIES8,200 SF = PLANTING BEDS224,500 SF = SOD AREAS BETHLEHEM LUTHERAN CHURCHLAKEVILLE, MN10/30/2017STATION 19 ARCHITECTS, INC. © 2017PRELIMINARY RTU VISIBILITY STUDYLAKEVILLE HIGH SCHOOL ADDITIONPARADISE HILLS 2ND ADDITION80808080120 120 120 SOUTH LINE OF THE SE 1/4 OF THE NE 1/4 OF SECTION 19 CONC. CURB3-TIER BLOCK RETAINING WALL 8" S 8" S 8" S 8"S 8 " S 8 " S SAN MH SAN MH SAN MH SAN MH SAN MH SAN MH CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB 8' BIT. PATH8' BIT. PATH8' B I T . P A T H 8' B I T . P A TH 8' BI T . P A T H 8' B I T . P A T H BITUMINOUS PARKING LOT BITUMINOUS PARKING LOT DRIVE TO SCHOOL CONC. CURB CB CB CB CB CB ST MH CB CB 36 " S T FE 16" W 16" W 16 " W 16 " W 1 6 "W 16" W FE SAN/WATER SERVICE STUBS (8") WV WV 4 2 " S T 42" S T 36" S T 3 6 " S T CB CB 2 4 " S T 1 2 "W HYD WV18"ST18"ST18"ST18"ST18"ST8' BIT. PATH1 6 "W TEL BOX LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP 8' BIT. PATH8' BIT. PATH8' BIT. PATHGAS RISER PIPE LP LP LP 200 STALLS 100 FUTURE STALLS PONDING 1022.201023.201022.401022.001021.001009 .00 1002.001028.50FF=1023.50 SAN/WATER SERVICE STUBS (8") 20 999.40 20 1012.73 1010.00 F F = 1 0 0 2 .9 0 F F = 1 0 1 3 .2 3 1002.90 1001.00 1002.40 997.00 1000.40 1001.001029.101028.501001.00 995.70 8' BIT. PAT H 8' BI T . P A T H LOT 1 BLOCK 1 1717 1919 14 16 161415 13 UP IREDELL COURT IND I A N A A V E N U EIPAVA AVENUE192 N D ST R E E T W E S T IPAVA AVE.(LANDSCAPING) PATIO 1018.59 1020.50 BETHLEHEM FIRST ADDITION OUTLOT A1022.201023.301019.10 1023.101014.303.1%1.5%4 .0% 4 .0%4.1%4 .5%8.0% 110 FUTURE STALLS FUTURE FUTURE FUTURE WORSHIP PARADISE HILLS 2ND ADD.1020.004 .3%SECTION 2SECTI O N 1SITE PLAN W/ RTU VISIBILITY POTENTIAL 1" = 150'1 REVISED ROOF SCREEN & RTU LOCATIONS FOR 6’ TALL UNITS SECTION 2 Scale: 1" = 50 ft2 SECTION 1 Scale: 1" = 50 ft2 RTU VISIBLE AT 615' FROM BUILDING RTU VISIBLE AT 600' FROM BUILDING 6’ TALL RTU 3’ TALL RTU 3’ TALL RTU RTU VISIBLE AT 209' FROM BUILDING TRAIL TRAIL VESTIBULE 100 LOUNGE 102 CAFE/ STORAGE 106 STORAGE 107 WORSHIP 103 UP YOUTH ATRIUM 118 MEN 126KITCHEN 124 TOILET 115 MECH/ OFFICE 112 OFFICE 111 OFFICE 110 OFFICE 109 WORK 114 1-2 YR. 119 K-1ST 121 3-4 YR. 123 T. 122 ST 123A ST 121A RECEP. 108 SERVER 113 CL 128 2ND-4TH 120 WOMEN 125 LOBBY ATRIUM 101 KIDS CHECK-IN 117 TECH 105 ST. 119A ST. 120A (LANDSCAPING) PATIO PLATFORM 104 MOBILE CART WATER HEATER BROADCAST 105A RANGE HC HC HC HC HCHC RANGE FRIDGE/ FREEZER FRIDGE/ FREEZER MOBILE CART SPRINKLER 116 J. 127 2 occ. 3 occ. 3,950 SF400 SEATS 367 SF 144 SF 690 SF / 35= 17 occ. 3,744 SF / 15= 249 occ. 108 SF / 100= 1 occ. 104 SF / 100= 1 occ.104 SF / 100= 1 occ.104 SF / 100= 1 occ.148 SF / 100= 1 occ. 500 SF / 200= 2 occ. 644 SF / 30= 21 occ.661 SF / 30= 22 occ. 49 SF 46 SF 611 SF / 35= 17 occ. 1,250 SF / 20= 62 occ. 5 211 211 5 339 42224952678 221 22 31 31 17122 2122313117122 169170 95'-11" /3 = 32'-0"MIN. DISTANCE BETWEEN EXITS35'-8"53'-10" /3 = 17'-11 5/16"MIN . DISTANCE BETWEEN EXITS18'-0" CODE PLAN Scale: 1/8" = 1'-0" 1 A0.1 0 4 8 FT ALT. #6 ALT . #6 CODE REVIEW SUMMARY MINNESOTA BUILDING CODE 2015 CH.3 DESCRIPTION OF OCCUPANCY GROUP A-3 CH.6 TYPE OF CONSTRUCTION TYPE II, B T 601 FIRE RESISTIVE REQUIREMENTS REQUIRED PROVIDED STRUCTURAL FRAME (COLUMNS, GIRDERS, TRUSSES)0 HR.0 HR. BEARING WALLS-EXTERIOR 0 HR.0 HR. BEARING WALLS-INTERIOR 0 HR.0 HR. NON-BEARING WALLS AND PARTITIONS - EXTERIOR 0 HR.0 HR. NON-BEARING WALLS AND PARTITIONS- INTERIOR 0 HR.0 HR. FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)0 HR.0 HR. ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS)0 HR.0 HR. T 602 FIRE-RESISTIVE RATING REQ. FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE HOURS < 30'-0"1 HR. => 30'-0"0 HR. T 503 ALLOWABLE HEIGHT AND BUILDING AREAS 45,125 SF SEC.506 AREA MODIFICATIONS -- SPRINKLING USED FOR AREA ALLOWABLE AREA PER FLOOR (Aa) Aa={At+[At*If]+[At*Is]} = 17,600 SF At = TABULAR AREA PER STORY IN ACCORDANCE WTH T.503 = 9,500 Is = AREA INCREASE FACTOR DUE TO SPRINKLE PROTECTION IN ACCORDANCE W/ S.506.3 MULTI-STORY = 200, ONE-STORY = 300, NO SPRINKLER = 0 300 If = AREA INCREASE FACTOR DUE TO FRONTAGE (S.506.2) = 75 = [F/P-0.25]W/30 F = BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN SPACE (20' MIN)652 S.F. P = PERIMETER OF ENTIRE BUILDING 652 S.F. W = WIDTH OF A PUBLIC WAY OR OPEN SPACE (30' MAX)30 PROPOSED AREAS MAIN LEVEL 17,600 SF NEW 0 SF EXIST 17,600 SF TOTAL - OK FUTURE/MASTER PLAN 61,110 SF MAX FUTURE ADDITION PLUMBING REVIEW SUMMARY MINNESOTA BUILDING CODE 2015 T 2902.1 CH.3 MINIMUM NUMBER OF PLUMBING FACILITIES TOTAL OCC. FOR BUILDING TYPE A-3 604 OCC. 604 OCC. /2 = 302 MEN AND 302 WOMEN 2 MENS WATER CLOSETS REQUIRED = 4 PROVIDED (2 WATER CLOSETS AND 2 URINALS) (302/150=2.01) 1 MENS LAVATORIES REQUIRED = 2 MENS LAVATORIES PROVIDED (302/200= 1.51) 4 WOMENS WATER CLOSETS REQUIRED = 4 WATER CLOSETS PROVIDED (302/75=4.03) 1 WOMENS LAVATORIES REQUIRED = 2 WOMENS LAVATORIES PROVIDED (2 WOMENS) (302/200= 1.51) 2 UNISEX RESTROOM PROVIDED (1 ADULT, 1 CHILD) DRINKING FOUNTAINS RATIO OF 1:1,000 OCC. 1 REQUIRED , 1 PROVIDED (EACH WITH 1 - ADA HEIGHT) 1 SERVICE SINK REQUIRED, 1 PROVIDED Drawing No. A0.1 CODE PLAN 41520 KM NLT 4457 NICOLE THOMPSON DESIGN DEVELOPMENT LAKEVILLE, MINNESOTA BETHLEHEM LUTHERAN CHURCH NINETEEN 2001 UNIVERSITYAVENUE SOUTHEASTSUITE 100 MINNEAPOLIS,MINNESOTA 55414 PHONE (612) 623.1800FAX (612) 623.0012 I hearby certify that this plan,specification, or report wasprepared by me or under my directsupervision and that I am a dulyRegistered Architect under the lawsof the state of: Architects - Incorporated PROJECT TITLE ARCHITECT: SIGNATURE REGISTRATION NUMBER: DATE: DRAWN BY: CHECKED BY: Sheet Title Project Number © Phase MINNESOTA STATION 2017 Issue NotesDateNo. Revision NotesDateNo.Appr 08/25/ NOT FORCONSTRUCTION NORTH EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 1 A6.1 0 4 8 FT T.O. PARAPET EL. 116'-0" T.O. PARAPET EL. 126'-6" 2 1 3 4 11 6 4 5 77 TYP. 7 TYP. 1313 12 3 3 12'-4" 8 8 10'-0"16'-0"10'-0"39'-0"33 1212 9 T.O. ROOF EL. 123'-0" 11 BASEPROJ. ALT #7 BASEPROJ.BASEPROJ. ALT #7 ALT #7 16 16 77 ELEVATION NOTES 1.EIFS W/ PEBBLE FINISH. COLOR 2.PRECAST CONCRETE PANEL SANDBLAST FINISH. 3.MANUFACTURED STONE VENEER 4.PREFIN. MTL CAP - MTL-1 5.GALVANIAZED STEEL CROSS W/ HIGH PERFORMANCE PAINT 6.FLAT METAL PANEL W/ PREFIN. MTL ROOF EDGE - MTL-1 7.ALUMINUM STOREFRONT DOORS & WINDOWS 8.HOLLOW METAL DOOR & FRAME 9.CANOPY W/ PREFIN. MTL ROOF EDGE AND WOOD-LOOK SOFFIT PANELS 10.PREFIN. METAL DOWNSPOUT W/ SPLASH BLOCK BELOW 11 .PREFIN. BRAKE METAL- MTL-1 O/ TREATED 2X BLKG & PLYWOOD 12.PRECAST CONCRETE SMOOTH FORM FINISH 13.PREFIN. METAL BASE - MTL-1 14.PREFIN. MTL W/ LOGO CUT-OUT ON STAND-OFFS 15.PERMANENT ROOF LADDER 16.MECHANICAL ROOF SCREENING Drawing No. A6.1 EXTERIOR 41520 KM NLT 4457 NICOLE THOMPSON DESIGN DEVELOPMENT LAKEVILLE, MINNESOTA BETHLEHEM LUTHERAN CHURCH NINETEEN 2001 UNIVERSITYAVENUE SOUTHEASTSUITE 100 MINNEAPOLIS,MINNESOTA 55414 PHONE (612) 623.1800FAX (612) 623.0012 I hearby certify that this plan,specification, or report wasprepared by me or under my directsupervision and that I am a dulyRegistered Architect under the lawsof the state of: Architects - Incorporated PROJECT TITLE ARCHITECT: SIGNATURE REGISTRATION NUMBER: DATE: DRAWN BY: CHECKED BY: Sheet Title Project Number Errors may occur in the transmission of electronic files. Station Nineteen Architects, Inc. is not responsible for any claims, damages or expenses arising out of the unauthorized use of the information contained in electronic files. Electronic files may not accurately reflect the final design conditions. It is the responsibility of the user to verify all layouts, dimensions and other related information. This document may not be used or copied without prior consent. © all rights reserved Phase MINNESOTA STATION ELEVATIONS 2017 Issue NotesDateNo. Revision NotesDateNo.Appr 2017 08/25/ NOT FORCONSTRUCTION EAST EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 2 A6.1 0 4 8 FT T.O. PARAPET EL. 126'-6" T.O. ROOF EL. 123'-0" T.O. PARAPET EL. 116'-0" 1 1 7 7 777 2 6 1313 10 10'-0"411 1010 2 15 10 16 16 WEST EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 3 A6.1 0 4 8 FT T.O. ROOF EL. 123'-0" T.O. CANOPY EL. 112'-0" 77 7 7 T.O. PARAPET EL. 126'-6" 4 9 5 3 12 3 12 11 6 2 2 14 10 BASEPROJ. ALT #7 BASEPROJ. ALT #7 SOUTH EXTERIOR ELEVATION Scale: 1/8" = 1'-0" 4 A6.1 0 4 8 FT 2 T.O. PARAPET EL. 126'-6" 4 1 13 7 7 48 8 1377 T.O. PARAPET EL. 116'-0" T.O. ROOF EL. 123'-0"16'-0"10'-0"10'-0"7 7 2 121212 1 13 1 16 16 6 8 1'-6"7'-6"8'-0"2'-0"6"A MONUMENT SIGN Scale: 1/2" = 1'-0" 5 A6.1 0 12 24 IN A B INTERNALLY LIT 2-SIDED SIGN CABINET BY SIGN MANUFACTURER-GRAPHICS TBD PREFIN. MTL CAP MANUFACTURED STONE VENEER O/ CMU 1 A6.1 4 A6.1 2 A6.1 3 A6.1 FINISH SCHEDULE MATERIAL FINISH PRECAST CONCRETE MEDIUM SAND BLAST FINISH W/ BUFF STONE AGGREGATE EIFS DRYVIT PEBBLE FINISH - PRAIRIE CLAY CULTURED STONE BORAL 8" HEWN STONE - FOUNDATION ALUM STOREFRONT ANNODIZED DARK BRONZE METAL CAPS & ACCENT BANDS DARK BRONZE SUMMARY:GRADE A OR PRECAST: 67% GRADE C: 33% • • • • • • BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 22 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 33 OOFF 77 • • • BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 44 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 55 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 66 OOFF 77 BBEETTHHLLEEHHEEMM SSEECCOONNDD AADDDDIITTIIOONN NNOOVVEEMMBBEERR 99,, 22001177 PPAAGGEE 77 OOFF 77