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CAS-17_2019-17 BOYLAN SHORES SUBDIVISION W/VARIANCESCITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/26/2020 3:00 PM Receipt No. 00447620 CLERK: ashleym PAYEE: Laketown Builders, LLC 1536 Beachcomber Blvd Waconia MN 55387 - Boylan Shores ------------------------------------------------------- Park Fees 11,600.00 Total Cash Check 005295 Change 11,600.00 0.00 11,600.00 0.00 Boylan Shores 1. Property ID Card 2. Letter of Approval 3. Recording Checklist 4. Development Contract (original) 5. Final Plat and Easement Areas 6. Final Plat Mylars 7. a. Title Commitment March 27, 2020 b. Title Commitment March 31, 2020 (Abby is working with the City Attorney's office for on an updated Title Commitment) 8. Escrow for Development — Letter of Credit (With Engineering) 9. Development fees 10.Certificate of Insurance I I.Quit Claim Deeds for Land Exchange 12.Declaration of Sale "Outlot B may not be sold separately from Lot 3, Block 1 and Outlot C may not be sold separately from Lot 2, Block 1 "- HOA Declarations (private street maintenance agreement). Stormwater BMP Operations and Maintenance Plan (O&M). 13.Mortgage Holder Consent to Plat. 14. Subsurface Sewage Treatment System (SSTS) Property Transfer Disclosure Form. 15. Watershed Approval Letter. 16.Storm Water Maintenance Agreement/Best Management Practice Facilities. Property Card Parcel ID Number 250051600 Taxpayer Information Taxpayer Name LAKETOWN BUILDERS LLC Mailing Address IlilYi�(� WACONIA, MN 55387 - Property Address Address 6760 MINNEWASHTA PKWY City EXCELSIOR, MN 55331 Parcel Information Uses Res 1 unit GIS Acres 2.35 Net Acres Deeded Acres 2.53 Plat Lot Block Tax Description P/O GOVT LOT 5 DESC AS: BEG AT A PT 594.2'E OF SW CORN GOVT LOT 5, TH N 1 00'TO PT OF BEG, Building Information ell Building Style Above Grade Finished S Ft Bedrooms Year Built Garage Miscellaneous Information School District 0276 Watershed District 1 WS 062 MINNEHAHA CREEK Homestead N Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2019 Values (Payable 2020) 2020 Values (Payable 2021) Last Sale Land $499,300.00 $650,000.00 Date of Sale 7/29/2019 Building $147,900.00 $0.00 Sale Value $550,000.00 Total $647,200.00 $650,000.00 The data provided herewith is for reference purposes only. This data is not suitable for legal, engineering, surveying or other similar purposes. Carver County does not guarantee the accuracy of the information contained herein. This data Is furnished on an as is' basis and Carver County makes ria representations or warranties, either expressed! or implied, for the merchantablldy or fru ess of the information provided for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and Me user of the dam provided herein acknowledges that Carver County shall not ba liable for any damages, and by using Nis data in any way expressly waives all claims, and agrees to defend. indemnity, and hold harmless Carver County, los officials, officers. agents, employees, etc. from any and all claims brought by anyone who uses the information provided for herein, its employees or agents, or Mind parties which arise M of user's access. By acceptance of this data, the user agrees not W transmit this data or provide access to it or any part of it b another party unless the user includes with the data a copy of this disclaimer. Thursday, June 18, 2020 Carver County, MN vq 0— CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow June 26, 2020 Mr. Harold Worrell Laketown Builders P.O. Box 89 Waconia, MN 55387 Re: Boylan Shores — Approval Letter Planning Case No. 2019-17 Dear Mr. Worrell: This letter is to formally notify you that on June 22, 2020.. the Chanhassen City Council adopted the following motion: "The Chanhassen City Council approves the final plat to subdivide 2.71 acres into three lots and three outlots and a variance to allow a private street as shown in plans stamped -'Received May 22, 2020", subject to the following conditions: SUBDIVISION Eneineering: The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snowplowing operations of the private street shall he filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD PO BOX 147 • CHANHASSEN - MINNESOTA 55317 Mr. Harold Worrell Boylan Shores Approval Letter — Planning Case 2019-17 June 26, 2020 Page 2 of 4 5. An updated SWPPP shall be submitted as plans are finalized, when the contractor and their sub -contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. 6. The newly extended 6" C900 water main shall be publicly owned and maintained. 7. The applicant's contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 8. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity. to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. 9. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA's permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. 10. A stormwater management plan shall be reviewed and approved prior to recording of the final plat. This is to ensure the stormwater management BMPs will adequately be encompassed by drainage and utility easements recorded with the final plat. 11. The applicant's contractors shall adhere to any coordination of construction activities required by the city as Capital Improvement Project No. 20-02 (Minnewashta Parkway Rehabilitation) is scheduled to occur adjacent to the property in 2021. 12. The applicant shall provide design calculations that meet a 7 -ton design for review, and approval by the city prior to approval of construction plans. 13. The provided stormwater model shall be updated to correctly identify the appropriate pipe type (HDPE not RCP) for the primary routing device (Device #1) of Pond 2P. 14. The final plat will not be recorded until all conveyance of real property to achieve the layout of Outlot A is secured as reflected in the final plat dated May 22, 2020. This includes conveyance of a portion of Outlot B (Glendale Drive Homes Subdivision) owned by the cite and a portion of property owned by Lot 1, Block 2 Country Oaks. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling. the total park fees would be S 11,600. Mr. Harold Worrell Boylan Shores Approval Letter — Planning Case 2019-17 June 26, 2020 Page 3 of 4 Environmental Resources Coordinator: Tree planting requirements on each lot are as follows: Lot 1: 11 overstory deciduous. evergreens; Lot 2: 2 deciduous overstory, 5 evergreens; Lot 3: 5 deciduous overstory evergreens. 2. Any tree removal on Outlots C or D shall be replaced with 2:1 diameter inch trees on the same outlot. 3. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Plannine: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30 -foot frontage on a public ROW off of Country Oaks Drive, and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. Outlots B and C shall not be considered developable separate parcels. These outlots may not be used as an association beach lot. Outlot B may not be sold separately from Lot 3, Block 1 and Outlot C may not be sold separately from Lot 2, Block 1." CONSTRUCTION PLANS The City Council approves the Construction Plans for Boylan Shores with the following conditions: On sheet 2 of 10: All existing utilities, both public and private. shall be shown on the existing conditions plans (e.g. the public storm sewer is not shown extending northeast along and under Minnewashta Parkway) to avoid conflicts with existing and proposed utilities: a note shall be added to the affect that erosion and sediment control BMPs shall be installed prior to removal and to direct the plan holder that the SWPPP is on sheet 7 of 10. 2. On sheet 4 of 10: Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly (locate curb stops at property line and not D&U line); the sanitary sewer tap and lateral installation for Lot 3 shall occur prior to the Minnewashta Parkway Rehabilitation in 2021; the plan sheets should be updated to show the full extents of the property as depicted by the plat (e.g. the northwest comer does not extend to the property lines); the plan sheets should be updated to correctly illustrate the drainage and utility easements on Outlots as reflected on the final plat; Lot 3's sanitary sewer service WYE should be updated to 10"x6 to correctly reflect the size of main Mr. Harold Worrell Boylan Shores Approval Letter — Planning Case 2019-17 June 26, 2020 Page 4 of 4 being tapped. this tap shall occur prior to the commencement of city Project No. 20-02 in 2021 and should be noted; the call -out and leader for Lot 2 "utilizing existing service" must be updated to clearly show only one service (sanitary) to remain; as a gate valve at the wet tap will be required for proper installation, no additional gate valves shall be located within the curb at Country Oaks Drive, as illustrated: 3. On sheet 5 of 10: Add call -out or note for where the contractor can find the detail for the street construction, for clarity; the plans illustrate draintile to be installed underneath the 12" HDPE inlet pipe that connects to the outlet control structure and should be adjusted around the inlet pipe for constructability and future maintenance needs; the profile shows the connection to the existing catch basin within Minnewashta Parkway, update profile call -outs to identify existing catch basin type (2'x3'), and ensure feasibility of connection; the storm manhole immediately upstream of the existing catch basin shall be relocated wholly outside public right-of-way; the bioretention trench detail shall be updated to include an impermeable liner around the BMP: the bioretention trench detail illustrates one foot of filter media while the stormwater management report calls out 18" to meet filtration requirements, plans shall be updated accordingly: the bioretention trench detail shall include elevations (e.g. as proposed the bottom of the ponded volume would be 967.5') 4. On sheet 6 of 10: Include in the legend a detail for the house pad call -outs (G (garage floor elevation), TF (top floor elevation), LL (lowest level elevation), WO (lowest opening)) for clarity; add note that silt fence around pond after grading shall be installed. reference SWPPP sheet, for clarity. On sheet 7 of 10: Plans shall be updated once a contractor and the erosion control installer is known; silt fence shall be adjusted to achieve "J -hooks" at construction entrance: illustrate construction entrance behind trail as trail is to remain open at all times; add note that the trail shall be cleaned/maintained to the maximum extent practicable; add note that when city Project No. 20-02 (Minnewashta Parkway Rehabilitation) begins the contractor shall adhere to any coordination of construction activities required by the city; add call -outs for "construction traffic ahead" signage along trail warning pedestrians of the construction entrance. 6. On sheet 8 of 10: It is difficult to easily identify tree call -outs and locations on the plans due to the colored image, update accordingly to achieve clarity. 7. On sheet 9 of 10: update call -out for topsoil to eliminate "mulch R disc anchor" due to the proximity to the lake and add "hydro -mulch" instead; illustrate both side slopes of road embankment to be 2% towards road, currently only the "right' side is called out. for clarity. 8. On sheet L-1 "Landscape Plan': All trees located over storm sewer pipe or other storm sewer appurtenances shall be relocated to eliminate any conflicts (i.e. trees shall not be located over storm water pipe). Mr. Harold Worrell Boylan Shores Approval Letter — Planning Case 2019-17 June 26, 2020 Page 5 of 4 DEVELOPMENT CONTRACT The City Council approved the Development Contract for Boylan Shores." Attached are a list of items required for recording of the plat. Development Contract for you to sign and return % ith the security and cash fees in order for the documents to be recorded. Adjustments to the plat may be required pending findings of the Title Commitment. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at sahaff a—,ci.chanhassen.mn. us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure ec: Erik Henricksen Martin Campion PC: Dale Willenbring Rick & Susan Dorsey g.iplan'21019 planning caul` 19-17 borlan shorn 6760 minrtoss'ashu lt"M i sub and %ar'final platappros al Imer final plat docs RECORDING FOR: Boylan Shores Date: 6 23 2020 (91 iz/zGzA) Please provide the following: 2 Final Plat Mylars no larger than 22" x 34". Per Andrea Poehler, do not mark "Official Copy" on the County copy, or they may reject the mylars V/ 1" = 200' scale paper reduction of the final plat (with street names and lot and block numbers only) ✓Signed Development Contract V Mortgage Holder Consent to Plat Mortgage Holder Consent to the Development Contract / Warranty deed (if deeding an outlot to the City): Quit Claim Deeds for land exchange (both with private V property to the west and for the City) V Other: Certificate of Insurance; Declaration of Sale "Outlot B may not be sold separately from Lot 3. Block 1 and Oulot C may not be sold separately from Lot 2, Block 1"; HOA Declaration; Stormwater BMP Operations and Maintenance Plan; Watershed Approval Letter A recent copy of the title commitment enclosed/emailed (date: AZDl 4 Yr4t 1 -1* LtOn 2C S If there isn't a development contract, a copy of the resolution approving final plat oeIX�T JAL w/Cts Security: $198,330.79 from (bank name) Cash fee: $27,734.41 Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates /Electronic Copy of Drainage Model /Area, in square feet, of D&U Easement and ROW dedication Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid before the plat can be filed. Provide confirmation that the documents have been submitted for recording by email or fax to 952-227-1170. ADDITIONAL INSTRUCTIONS: G:\PLAN\2019 Planning Cases\39-17 Boylan Shores 6760 Minnewashta Pkwy SUB and VAR\FINAL PLAT\plat recording checklist.docx ADDITIONAL INSTRUCTIONS: G:\PLAN\2019 Planning Cases\39-17 Boylan Shores 6760 Minnewashta Pkwy SUB and VAR\FINAL PLAT\plat recording checklist.doca CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA BOYLAN SHORES DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IWRO V EMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................ SP -3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................00-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS....................................................................................................... GC -1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHERBUILDING.........................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ......................... ........................................................................... GC -7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability.......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction ................................................................................................GC-10 W. Haul Routes.........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) BOYLAN SHORES W -111,TJ 61 1 AGREEMENT dated June 22, 2020 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Laketown Builders, LLC, a Minnesota limited liability company (the 'Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for BOYLAN SHORES (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, fumish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. 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 Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved May 22, 2020, prepared by Wenck Associates. Plan B: Grading, Drainage and Erosion Control Plan dated May 22, 2020, prepared by Campion Engineering Services, Inc. Plan C: Plans and Specifications for Improvements dated May 22, 2020, prepared by Campion Engineering Services, Inc... Plan D: Landscape Plan dated May 22, 2020, prepared by Campion Engineering Services, Inc SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2020. The Developer may, however, request an extension of time from the City Engineer. 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. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall famish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $198,330.79. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 50,84750 Sanitary Sewer $ 7,591.00 Watermain $ 22,135.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 30,695.00 Streets $ 54,145.00 Sub -total, Construction Costs $165,41350 Engineering, surveying, and inspection (7% of construction costs) $ 11,578.95 Landscaping (2% of construction costs) $ 3,308.27 Sub -total, Other Costs S 14,887.22 TOTAL COST OF PUBLIC IMPROVEMENTS $180,300.72 SECURITY AMOUNT 110% of 180,300.72 $198,330.79 This breakdown is for historical reference; it is not a restriction on the use ofthe security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at SP -2 least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Dale Willenbring Laketown Builders, LLC PO BOX 89 Waconia, MN 55387 Phone: 612-501-8813 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES 1. A $198,330.79 letter of credit or escrow for the developer -installed improvements, the $27,734.41 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. B. The developer agrees to implement the recommendations listed in the June 22, 2020 staff report. Eneineerine: 1. The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. SP -3 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. An updated SWPPP shall be submitted as plans are finalized, when the contractor and their sub -contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. 6. The newly extended 6" C900 water main shall be publicly owned and maintained. 7. The applicant's contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 8. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. 9. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA's permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. 10. A stormwater management plan shall be reviewed and approved prior to recording of final plat. This is to ensure the stormwater management BMPs will adequately be encompassed by drainage and utility easements recorded with the final plat. 11. The applicant's contractors shall adhere to any coordination of construction activities required by the City as a Capital Improvement Project No. 20-02 (Minnewashta Parkway Rehabilitation) is scheduled to occur adjacent to the property in 2021. 12. The applicant shall provide design calculations that meet a 7 -ton design for review and approval by the City prior to approval of construction plans. 13. The provided stormwater model shall be updated to correctly identify the appropriate pipe type (HDPE not RCP) for the primary routing device (Device #1) of Pond 2P. 14. The final plat will not be recorded until all conveyance of real property to achieve the layout of Outlot A is secured as reflected in the final plat dated May 22, 2020. This includes conveyance of a portion of Outlot B (Glendale Drive Homes Subdivision) owned by the City and a portion of property owned by Lot 1 Block 2 Country Oaks. SP -4 Construction Plan Review: On sheet 2 of 10: All existing utilities, both public and private, shall be shown on the existing conditions plans (e.g. the public storm sewer is not shown extending northeast along and under Minnewashta Parkway) to avoid conflicts with existing and proposed utilities; a note shall be added to the affect that erosion and sediment control BMPs shall be installed prior to removal and to direct the plan holder that the SWPPP is on Sheet 7 of 10. 2. On sheet 4 of 10: Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly (locate curb stops at property line and not D&U line); the sanitary sewer tap and lateral installation for Lot 3 shall occur prior to the Minnewashta Parkway Rehabilitation in 2021; the plan sheets should be updated to show the full extents of the property as depicted by the plat (e.g. the northwest corner does not extend to the property lines); the plan sheets should be updated to correctly illustrate the drainage and utility easements on Outlots as reflected on the final plat; Lot 3's sanitary sewer service WYE should be updated to 10"x6" to correctly reflect the size of main being tapped, this tap shall occur prior to the commencement of city Project No. 20-02 in 2021 and should be noted; the call -out and leader for Lot 2 "utilizing existing service" must be updated to clearly show only one service (sanitary) to remain; as a gate valve at the wet tap will be required for proper installation, no additional gate valves shall be located within the curb at Country Oaks Drive as illustrated; 3. On sheet 5 of 10: Add call -out or note for where the contractor can find the detail for the street construction, for clarity; the plans illustrate draintile to be installed underneath the 12"HDPE inlet pipe that connects to the outlet control structure and should be adjusted around the inlet pipe for constructability and future maintenance needs; the profile shows the connection to the existing catch basin within Minnewashta Parkway, update profile call -outs to identify existing catch basin type (2'x3') and ensure feasibility of connection; the storm manhole immediately upstream of the existing catch basin shall be relocated wholly outside public right -0f --way; the bio retention trench detail shall be updated to include an impermeable liner around the BMP; the bio retention trench detail illustrates one foot of filter media while the stormwater management report calls out 18" to meet filtration requirements, plans shall be updated accordingly; the bio retention trench detail shall include elevations (e.g. as proposed the bottom of the ponded volume would be 967.5') 4. On sheet 6 of 10: Include in the legend a detail for the house pad call -outs (G (garage floor elevation), TF (top floor elevation), LL (lowest level elevation), WO (lowest opening)) for clarity.; add note that silt fence around pond after grading shall be installed, reference SWPPP sheet, for clarity. SP -5 5. On sheet 7 of 10: Plans shall be updated once a contractor and the erosion control installer is known; silt fence shall be adjusted to achieve "J -hooks" at construction entrance; illustrate construction entrance behind trail as trail is to remain open at all times; add note that the trail shall be cleaned/maintained to the maximum extent practicable; add note that when city Project No. 20-02 (Minnewashta Parkway Rehabilitation) begins the contractor shall adhere to any coordination of construction activities required by the City; add call -outs for "construction traffic ahead" signage along trail warning pedestrians of the construction entrance. 6. On sheet 8 of 10: It is difficult to easily identify tree call -outs and locations on the plans due to the colored image, update accordingly to achieve clarity. 7. On sheet 9 of 10: update call -out for topsoil to eliminate "mulch & disc anchor" due to the proximity to the lake and add "hydro -mulch" instead; illustrate both side slopes of road embankment to be 2% towards road, currently only the "right' side is called out, for clarity. 8. On sheet L-1 "Landscape Plan": All trees located over storm sewer pipe or other storm sewer appurtenances shall be relocated to eliminate any conflicts (i.e. trees shall not be located over storm water pipe). Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600. Environmental Resources Coordinator: 1. Tree planting requirements on each lot are as follows: Lot 1: 1 overstory deciduous, 8 evergreens; Lot 2: 2 deciduous overstory, 5 evergreens; Lot 3: 5 deciduous overstory, 3 evergreens. 2. Any tree removal on Outlots C or D shall be replaced with 2:1 diameter inch trees on the same outlot. 3. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Plannine: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30 -foot frontage on a public ROW off of SP -6 Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. Outlots B and C shall not be considered developable separate parcels. These outlots may not be used as an association beach lot. Outlot B may not be sold separately from Lot 3, Block 1 and Outlot C may not be sold separately from Lot 2, Block L" 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 (SEAL) STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) CITY OF CHANHASSEN The foregoing instrument was acknowledged before me this -Ifh day of A 207 -by Elise Ryan, Mayor, and by Heather Johnston, City Manager, of the City of1nCha i asses, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY Pt LLC KIM T. MEUWISSEN Notay Pubk4Ahweoffi ►N Cam*dm BOW JM 31, 9M aff] Laketown Builders, LLC: BY: ou'^' Dale Willenbring, President STATE OF MINNESOTA ) ��Nu� ( COUNTY OF ) ss. The foregoing instrument was acknowledged before me this� day of 200 by Dale Willenbring, President of Laketown Builders, LLC, a Minnesota li itty company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. BOX 147 Chanhassen, MN 55317 (952)227-1100 -cam, OfARY PUBLIC SP -9 K Cprnm. Ezp. Jan. 37, 2023 SP -9 EXHIBIT "All TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot B, GLENDALE DRIVE HOMES, according to the record plat thereof, Carver County, Minnesota. The north 18.50 feet of Lot 1, Block 2, COUNTRY OAKS, according to the recorded plat thereof, Carver County, Minnesota. That part of Government Lot 5, Section 5, Township 116, Range 23 West, Carver County, Minnesota, being described as follows: Beginning at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South tine of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 162.5 feet; thence East and parallel with the South line of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning. EXCEPT that part described as follows: Commencing at a point 5942 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet; thence South 132.50 feet at right angles to said South line of Government Lot 5; thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT Bank 5 Trust Co. which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effM even if it forecloses on its mortgage. Dated this 20 thday of July 20 20. Sr. Vice President STATE OF MINNESOTA ) COUNTY OF C&r4cr ) ( ss. The foregoing instrument was acknowledged before me this -22�day of. 20A -&,by Pain Q. Sc,uA, arNj Sr• 4ia1, 7nec;1.,r4 Secur .- u "We ,. 4` � DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT L, ,u -u ,+.i tau, t - mw -s , LL,-- fee L-G fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Datedthis2 dayof WAy 202. LAY-ew'J 6UIL04A5, LLC 6, r0,aQW, T -K 6 i Di e STATE OF MINNESOTA ) /� - � COUNTY OF .lg/ _ ) ( ss. The foregoing instrument was acknowledged before me this � day of J 41 � , 20 0, by balk, W ill mbrir . Press &s d C4 L�nrn (itnilbus i LrL-C, NOTARY PUBLIC Natmpwh1e r*ar.n■r'eatri.rxtmt DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 CITY OF CHANHA.SSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EDIT "B„ 1. 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 and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased 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 and area charges for sewer and water 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. 3. 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. 4. 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 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. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer famished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconshuction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. 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 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary 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 and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. 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. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC -2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion ofthe improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materiahnen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/z) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the XW escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost ofthe improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 301/o of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year tern at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC -4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be fumished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%a%) of construction costs for the fust $1,000,000 and one and one-half percent (1%%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21 E of this Agreement. C. The Developer shall hold the City and its officers and employees ham -Jess 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 and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. GC -5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. 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 all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% 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. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days 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. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporaryjob site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC -6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. 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. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. 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 $500,000 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, and the Developer 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 certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed 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 GC -7 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. Assignability. 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. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat The Developer shall follow all instructions it receives from the City concerning the cleaning and RM maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances. and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request; the Developer shall fumish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC -9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Sims. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including dreintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the .dxf file must be tied to the current county coordinate system), (S) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31)06 GC -10 Boylan Shores D&U Easement Areas Outlot A: 11,501 sf Outlot B: 927 sf Outlot C: 921 sf Lot 1: 14,194 sf Lot 2: 6,748 sf Lot 3: 6,572 sf Minnewashta Pkwy: 12,385 sf In LOT TABULATION BOYLAN SHORES April 27, 2020 LOT BLOCK AREA (SF) 1 1 31,043 2 1 19,527 3 1 20,601 OUTLOTA 11,501 OUTLOT B 11,707 OUTLOTC 10,449 MINNEWASHTA PKWY 12,385 BOYLAN SHORES ~•:-'..�°'"X".'...,.r...r..�..'"•.,eX.���,w.�e....w�r.�.�aw.w. w�......:�X .�°.0 •`.. a.ww. ""` rre.X..e..a .r.�wr .r.....",..,. w..r..w.r ...w Iw+wul rn"r Xve. rye �'�y ��ti�w rarer www.m .+ua�an��wwrM w.���war[w"i rte`+�w ti'�ur..ww vYN IX.. wW ab arr CT I wvww ! �.o i. arcn. dlitOfx X®nv a Xnn uw mw v.r. r w.VMuawr aw.wX..ww_ba v�a_nr _rram..+wa. ua u. ab X..r PLAT FILE NO. C.R. DOC. NO. R.T. DOC. NO. vai �Xa �i WENCK c / � � ASSOCIATES J"rL71, 2 I RFS � r� si.xBc oNa ! C C9y -rr�m� F IJ -u rrrr uX -. X®nv a Xnn uw mw v.r. r w.VMuawr aw.wX..ww_ba v�a_nr _rram..+wa. ua u. ab X..r PLAT FILE NO. C.R. DOC. NO. R.T. DOC. NO. vai �Xa �i WENCK c / � � ASSOCIATES im TITLE MARK,LLC March 27, 2020 Laketown Builders, LLC PO Box 89 Waconia, MN 55387 RE: Laketown Builders, LLC Richard Dorsey and Susan Haun-Dorsey File No.: 2010242 Dear Sir/Madam: Please find enclosed the following in connection with the above transaction: Owner's Commitment of Title Insurance Sincerely. Abby Koppen Enclosures Copy: Richard Dorsey and Susan Haun-Dorsey Mct(-,h 27 Iq Xcj� -� O The Title Agent Does Matter Title Mark, LLC, 121 West Main Street, #200, Waconia, MN 55387 Office: (952)442-7777 Fax: 952-442-1360 Commitment Letter 2010242 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE Issued By Old Republic National Title Insurance Company Old Republic National Title Insurance Company, a Minnesota corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements, all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Old Republic National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Issued through the office of. Title Mark, LLC 121 West Main Street, #200 Waconia, MN 55387 Date: March 27, 2020 Title Mark, LLC Qf� Bradley W. Solheim, Authorized Signatory Authorized Officer or Agent OLD REPUBLIC NATIONALTITLE INSURANCE COMPANY A Stock Company 400Secdr fAwnueSouth. Minneapolis Afinnasoia 55401 (612) 371-1111 By �/f President Attest v— i W A se"My Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMrRICAN LAND TITLE ASSOCIATION ORT Form 4308: ALTA Commitment for Title Insurance (06/06) 2010242 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at: htto://vvww.alta ora/. Copyright 2006.2009 American Land Title Association. Ali rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 4308: ALTA Commitment for Title Insurance (06/06) AMERTCkN LAND TI TU AS%MIATIuN 2010242 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ** * *# File No.: 2010242 SCHEDULE A 1. Effective Date: March 18, 2020 at 12:00 AM 2. Policy or Policies to be issued: (a) ALTA Owners Policy (06/17/06) Amount: $0.00 Proposed Insured: Laketown Builders, LLC 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4. Title to the Fee Simple estate or interest in the land is at the Effective Date vested in: Richard Dorsey and Susan Haun-Dorsey, as joint tenants 5. The land referred to in this Commitment is described as follows: The North 18.50 feet of Lot 1, Block 2, COUNTRY OAKS, Carver County, Minnesota. Property is: Toners Certificate No. 32671.0 Date: March 27, 2020 Title Mark, LLC Bradley W. Solheim, Authorized Signatory Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the Amencan Land Title Association. ORT Form 4308A: ALTA Commitment for Title Insurance Schedule A AMERICAN AND TITIr A�SDLIAIIIJN 2010242 SCHEDULE B-1 Requirements: The following are the requirements to be complied with: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the land. The Company may then make additional Requirement or Exceptions 2. Pay the agreed amount for the estate or interest to be insured 3. Pay us the premiums, fees and charges for the policy to the Company 4. Documents satisfactory to the Company that convey the Title or create the mortgage to be insured, or both, must be properly authorized, executed, delivered and recorded in the Public Records 5. Standard form of Seller(s) and Borrower(s) Affidavits must be provided or executed at the time of closing. 6. If coverage extending to the filing of the proposed Insured's interest (Gap Period) is required, it is mandatory this transaction is closed by Title Mark, LLC. This gap period can be covered with an opportunity for us to research the gap period, if requested. Additional fees may apply. 7. Deed from Richard Dorsey and Susan Haun-Dorsey, spouses married to each other, to Laketown Builders, LLC. INFORMATION NOTE ONLY - NOT PART OF A POLICY: If the purchaser is a corporation, LLC or partnership, use the grantor to corporation, grantor to LLC or grantor to partnership deed as appropriate. 8. Provide Title Mark, LLC with a Well Disclosure Certificate or the conveyance documents must contain the following language: THE SELLER CERTIFIES THAT THE SELLER DOES NOT KNOW OF ANY WELLS ON THE DESCRIBED REAL PROPERTY. 9. If there is a private septic system, it is necessary to obtain certification to be submitted to Carver County that the private septic system is compliant. 10. On all transactions in which a Certificate of Real Estate Value is filed, Title Mark, LLC must be supplied with the seller's and buyer's social security numbers or tax identification numbers at closing, pursuant to the Tax Reform Act of 1986, which requires Real Estate 10998 Report filing. If. Identification will be required from all parties required to sign documents at closing. 12. Mortgage: Dated: October 26, 2011 Filed: November 2, 2011 Doc. No.: T181272 To secure an indebtedness of $202,000.00 Mortgagor: Richard Dorsey and Susan Haun-Dorsey, husband and wife Mortgagee: Mortgage Electronic Registration Systems, Inc., acting solely as nominee for The Business Bank, dba Prime Mortgage OBTAIN SATISFACTION OR PARTIAL RELEASE Copyright 2006-2009 American Land Title Association. All rights reserved. nMERICAN LAND TITIr The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. ^"O`IAr'^" All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 430881: ALTA Commitment for Title Insurance 2010242 Schedule B-1 SCHEDULE B -I (Continued) 13. Mortgage: Dated: September 26, 2013 Filed: October 11, 2013 Doc. No.: T190413 To secure an indebtedness of $100,000.00 Mortgagor: Susan Haun-Dorsey and Richard Dorsey, wife and husband Mortgagee: JPMorgan Chase Bank, N.A. OBTAIN SATISFACTION OR PARTIAL RELEASE 14, An inspection of the premises discloses vacant land. For purposes of obtaining priority, we require no visible improvements on the site through closing, subsequent recording of documents and our priority pictures. Please call our office for confirmation of our completion of these objectives prior to commencing any construction work. 15. Tax Split of existing tax parcel(s). Submission must be made to Carver County Planning and Zoning for approval of the split. INFORMATIONAL NOTE: Property tax for the entire parcel(s) must be paid at the time of recording a Contract for Deed or Deed when a parcel is being split. 16. The Owner's Title Policy, if any, issued in conjunction with this file will be the 2006 Owner's Policy. 17. NOTE: Title Mark, LLC requires all loan proceeds to be "Good Funds" (also described as "Collected Funds" or "Qualified Loan Funds"). All loan proceeds should be received by wire transfer. No personal checks, endorsed consumer, or third party checks will be accepted at closing. Cashiers checks should be made payable to Title Mark, LLC. If the proceeds of the sale must be wired to pay off indebtedness or the purchase of another property, we must have the funds wired into our account (known in the industry as "wired in, wired out"), 18 INFORMATION NOTE ONLY - NOT PART OF A POLICY: The closer assigned is Abby Koppen who can be reached at 952-442-7710 or akoppen@titlemark.com. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibded. Reprinted under license from the American Land Title Association, ORT Form 430881: ALTA Commitment for Title Insurance Schedule B-1 AMERICAN LAND TITh nfsni WlllX 2010242 SCHEDULE B -II Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Lender's Covered Risk No. 2(c), which reads as follows, is hereby deleted: (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The tens "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on the adjoining land. 3. Lender's Covered Risk No. 14, which reads as follows, is hereby deleted: Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 13 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the Insured Mortgage in the Public Records. 4. Owner's Covered Risk No. 2(c), which reads as follows, is hereby deleted: (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on the adjoining land. 5. Owner's Covered Risk No. 10, which reads as follows, is hereby deleted: Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the Insured Mortgage in the Public Records. 6. Any encroachment, measurement, party walls, or other facts which a correct survey of the premises would show. 7. Rights or claims of parties in possession not shown by the public records. 8. Easements, or claims of easement, not shown by the public records. 9. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 10. All assessments and taxes due and payable in 2020, and thereafter. 11. No coverage is provided for unpaid utility, water or sewer services or fees for tree, grass, and snow or garbage removal. IN ADDITION TO THE STANDARD EXCEPTIONS, CONDITIONS, STIPULATIONS AND EXCLUSIONS FROM COVERAGE CONTAINED HEREIN AND IN THE COMPANY S USUAL FORM OF POLICY, THE LAND REFERRED TO IS, AS OF THE EFFECTIVE DATE HEREOF, SUBJECT TO THE FOLLOWING: 12. Restrictions, covenants and conditions affecting title, if any, which appear in the public records, and which contain no forfeiture provision. Copyright 2006.2009 American Land Title Association. All rights reserved. AMERICAN tANn Tmf The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. A""c'"""" All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 430882: ALTA Commitment for Title Insurance 2010242 Schedule 8-11 SCHEDULE B -II (Continued) 13. Reservation of minerals or mineral rights appearing in the public records. 14. If the property is subject to any private assessments for association dues or otherwise, we must be provided a current statement showing all sums are paid or the amount of any outstanding charges. 15. A special assessment search has not been ordered. 16. Taxes for the year 2019 and prior years are paid in full. Taxes payable for the year 2019 were in the amount of $4,398.00. Base tax amount $4,365.00. Tax No. 25-2510090. County tax records indicate property is homestead for taxes payable in the year 2019. Taxes payable for the year 2020 are not yet available. NOTE: This parcel contains more land than the subject parcel. 17. Utility and drainage easements as shown on the recorded plat of COUNTRY OAKS. Resolution 92-85 Vacating a Utility and Drainage Easement on Country Oaks Drive dated July 27, 1992; filed September 9, 1992 as Document No. T74257. Documents attached hereto as Exhibit 'A' for reference. 18. Development Agreement dated May 2,1989; filed April 17, 1990 as Document No. T64848. 19. Decaration of Residential Covenants, Conditions and Restrictions dated April 16, 1990; filed April 17, 1990 as Document No. T64849. 20. INFORMATION NOTE ONLY - NOT PART OF A POLICY: The policy to be issued contains an arbitration clause. All arbitrable matters, when the Amount of Insurance is $2,000,000 or less, shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at www.alta.org. 21. INFORMATION NOTE ONLY - NOT PART OF A POLICY: The commitment was typed by bws/dcb/bmr on 03/27/2020. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Fonn is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 430682: ALTA Commitment for Title Insurance Schedule B -II t� AMERICAN !ANI) TITLE ASEO W vw 2010242 DO WITH YOUR PERSONAL INFORMATION? 7hh anies choose how they share your personal information. Federal law gives consumers it some but not all sharing. Federal law also requires us to tell you how we collect, ect your personal information. Please read this notice carefully to understand what The types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and employment information What?• Mortgage rates and payments and account balances • Checking account information and wire transfer instructions When you are no longer our customer, we continue to share your information as described in this notice. All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information; the reasons Old Republic Title chooses to share; and whether you can limit this sharing. Go to www.oldrepublictitle.com (Contact Us) Privacy Notice - ORT 2010242 Reasons we can share your personal information Does Title share? this sharing? For our everyday business purposes — such as to process your transactions, maintain your account(s), or respond to court orders Yes No and legal investigations, or report to credit bureaus For our marketing purposes — to offer our products and services to you No We don't share For Joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes — information about your transactions and experiences Yes No For our affiliates' everyday business purposes — information about your creditworthiness No We don't share For our affiliates to market to you No We don't share For non -affiliates to market to you No We don't share Go to www.oldrepublictitle.com (Contact Us) Privacy Notice - ORT 2010242 Page 2 Who is providing this notice? Companies with an Old Republic Title name and other affiliates. Please see below for a list of affiliates. Privacy Notice - ORT 2010242 What we do How does Old Republic Title protect my personal To protect your personal information from unauthorized access and use, we use security measures that comply with federal law. These measures include computer information? safeguards and secured files and buildings. For more information, visit http:lZwww.O(dRepublicTitle.com/newnationai/Contact/privacy. How does Old Republic Title We collect your personal information, for example, when you: collect my personal information? Give us your contact information or show your drivels license • Show your government -issued ID or provide your mortgage information Non -affiliates • Make a wire transfer We also collect your personal information from others, such as credit bureaus, affiliates, or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only: • Sharing for affiliates' everyday business purposes - information about your creditworthiness • Affiliates from using your information to market to you • Sharing for non -affiliates to market to you State laws and individual companies may give you additional rights to limit sharing. See the "Other important information" section below for your rights under state law. Privacy Notice - ORT 2010242 Definitions Afflliates Companies related by common ownership or control. They can be financial and nonfinancial companies. • Our affiliates include companies with an Old Republic Title name, and financial companies such as Attorneys' Title Fund Services, LLC, Lex Terroe National Title Services, inc., Mississippi Valley Title Services Company, and The Title Company of North Carolina. Non -affiliates Companies not related by common ownership or control. They can be financial and non-financial companies. • Old Republic Title does not share with non -affiliates so they con market to you Joint marketing A formal agreement between non-affiliated financial companies that together market financial products or services to you. • Old Republic Title doesn't jointly market. Privacy Notice - ORT 2010242 Page 3 Oregon residents only: We are providing you this notice under state law. We may share your personal information (described on page one) obtained from you or others with non -affiliate service providers with whom we contract, such as notaries and delivery services, in order to process your transactions. You may see what personal information we have collected about you in connection with your transaction (other than personal information related to a claim or legal proceeding). To see your information, please click on "Contact Us" at www.oldrepublictitle.com and submit your written request to the Legal Department. You may see and copy the information at our office or ask us to mail you a copy for a reasonable fee. If you think any information is wrong, you may submit a written request online to correct or delete it. We will let you know what actions we take. If you do not agree with our actions, you may send us a statement. Privacy Notice - ORT 2010242 Affiliates Who May be r livering This Notice American First Abstract, LLC American First Title &Trust American Guaranty Title Attorneys' Title Fund Compass Abstract, Inc. Company Insurance Company Services, LLC eltecording Partners Genesis Abstract, LLC Kansas City Management LT. Service Corp. Lenders Inspection Network, LLC Group, LLC Company Lea Terme National Title Lee Tanner, Ltd. Mara Escrow Company Mississippi Valley Title National Title Agent's Services, Inc. Services Company Services Company Old Republic Branch Old Republic Diversified Old Republic Exchange Old Republic National Old Republic Title and Information Services, Inc. Services, Inc. Company Title Insurance Company Escrow of Hawaii, Ltd. Old Republic Title Co. Old Republic Title Company Old Republic Title Company Old Republic Title Old Republic Title of Conroe oflndiana Company of Nevada Company of Oklahoma Old Republic Title Company Old Republic Title Company Old Republic Title Company Old Republic Title Old Republic Title of Oregon of St. Louts of Tennessee Information Concepts insurance Agency, Inc. Old Republic Title, Ltd. Republic Abstract & Sentry Abstract Company The Title Company of Title Services, LLC Settlement. LLC North Carolina Trident Land Transfer Company, LLC Privacy Notice - ORT 2010242 Title Mark, LLC - Privacy Information. We are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand you may be concerned about what we will do with such information -particularly any personal or financial information. We agree you have a right to know how we will utilize the personal information you provide to us. Therefore, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use for this information you provide to us. It does not govern the manner in which we may use information we have obtained for any other source, such as information obtained from a public record or from another person or entity. Title Mark, LLC has also adopted broader guidelines which govern our use of personal information regardless of source. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information we may collect include: - Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; and - Information about your transactions with us or others. Use of Information We request information from you and for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) As necessary for us to provide the product or service you have requested of us; or (2) As permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure no unauthorized parties have access to any of our information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know information to provide products or services to you. We will use our best efforts to train and oversee our employees to ensure your information will be handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic, and procedural safeguards which comply with federal regulations to guard your nonpublic personal information. Information Obtained Through Our Web Site In general, you can visit Title Mark, LLC without telling us who you are or revealing any information about yourself. Our Web servers collect the domain names, not the email address of the visitors. This information is aggregated to measure the number of visits, average time spent on the site, pages viewed and similar information. Title Mark, LLC uses this information to measure the use of our site and to develop ideas to improve the content of our site. There are times, however, when we may need information from you, such as your name and email address. When information is needed, we will use our best efforts to let you know at the time of collection how we will use the personal information. Usually, the personal information we collect is used only by us to respond to your inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we will only use it in accordance with the policies outlined above. Fair Information Values Fairness We consider consumer expectations about their privacy in our business. We only offer products and services which assure a favorable balance between consumer benefits and consumer privacy. Public Record We believe an open public record creates significant value for society and enhances consumer choice and creates consumer opportunity. We actively support an open public record and emphasize its importance and contribution to our economy, Use We believe we should behave responsibly when we use information about a consumer in our business. We will obey the laws governing the collection, use and dissemination of data. Accuracy We will take reasonable steps to help assure the accuracy of the data we collect, use and disseminate. Where possible, we will take reasonable steps to correct inaccurate information. When, as with the public record, we cannot correct inaccurate information, we will take all reasonable steps to assist consumers in identifying the source of the erroneous data so the consumer can secure the required corrections. Education We endeavor to educate the users of our products and services and our employees about the importance of consumer privacy. We will instruct our employees on our fair infonnation values and on the responsible correction and use of data. We will encourage others in our industry to collect and use information in a responsible manner. Security We will maintain appropriate facilities and systems to protect against unauthorized access to and corruption of the data we maintain. TM Privacy 2010137 K OI t r PLAT COUNTRY OAKS mk w.:.x°i :.`:t".:. •.:.w:w`ia.wew .�Ir�um..e.nnm...r a ... nl.r..r. k..uw"m. .. a. nl,. .y. ort � M.nw.a ba`5 Ye.lraf ..W. r .fin Nn NWIY'al r�m v el.a...... ... .1 ne e. rnF am... w exwm m w wxl, u. ua111N V .m m,. .k. W. wool yl'rrbn...e b1. dr'l.e}.1., I.e.IN L ewyY mennalm, x. nu.w nm T..+.. u r n �4nl:ee. IMC.•8YI L➢ImLL� 1 e�rtk Fnm 'en. 'US—�� Iv IWe wl r xv\!w eµ hdxl.)_.. Zr11, pn\ mm�alm. w.wn,e .1r:. I�wna. .n N .nn.. r !n eV ectWln • JL"p.. a •IAa slm,n.. 1 rmlwa. rnaiw iml., nrrrm 1 «m, . r w.. _.. 71 ee •P.ee`�INH�,w .. ww.a:.. roe. nmx. ey e.n::.m yv r. A.ee nl. iLro .. _.. _. _ T .rNonr a°` .ru }N le...alx In.v.�a\t w .eenl.eN emM1 w YrLin .l J_ffiS. 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II. °• � , ° I�: v,, rl �r �r— --�r —�r — 120 I _,^ g` � ��i ball `•,�. , kn n'6 jl/ II II 1 'I II A – 2s �s. Vn 1 W.pf 1 1 6 I" $ 4 ] I 2 I I� t a�tr' C i .!!.nrY'. ♦ /.:,,t I v F' � I • � � � � � � � If �I 9 ° I `,�O . �.l .n..\,. !�- –i13 1.°•. 7 �I'x jl ll+ 'I" II• 'P :I lh �. �-- a w'2nr \ ''. e°.�•`b.� P II Puft II II of ,� �g 5 25 25 x2nvw•i' / ^•4 - y OAKS OM4E / / � F \ I 19999 – lor– r/° \ �. ♦�...., w _ _ _ – — – .. / x aFHT w II a • k''i, \ •'A'+ -"I—. In–�a�i�— / I i l 7 �I o I L_—_wtiZ__JIbI B (1I3•g dew II IIINI� II C16 Loi IlI"$ ——IN — 11fI•.,°,• ♦Zi2T; II r—a Sbl341x�� — li 12 3s II' I II II 'I II II I II I 1 L_ JL._ _ _ JL _JL !L JL J2_ •—_ xeswix'x ��-a.wrw s.xMWa w2� 2••YwrMM YtSY.. ^ YK x2i s STRATrORD RIDGE .-eay.wr�.rs N *�wr ns,2yn I N� Ire I I I I SOALE IN FEET a %0 0 60 120 °+*� u..21 «2r••r s...ww SHEET 2 OFI-SHEETS CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed, qualified and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of RESOLUTIf1N 92-y� VACATING A UTILITY AND DRAINAGE EASEMENT ON COUNTRY OAKS DRIVE with the original copy, now on file in my office, and have found the same to be a true and correct copy thereof and as approved by the City Council. Witness my hand and official seal at Chanhassen, Minnesota, this 27 th day of July , 19 92 iiir._ .-. Exhibit _ A page -3 of 1 9 City of Chanhassen Carver and Hennepin Counties, Minnesota DATE: July -27, 1992 RESOLUTION NO: 92-85 MOTION BY: Wing SECONDED BY: Mason A RESOLUTION VACATING A UTILITY AND DRAINAGE EASEMENT ON COUNTRY OARS DRIVE WHEREAS, pursuant to Minnesota Statutes 5 412,851 the Chanhassen City Council has conducted a hearing preceded by two (2) weeks published and posted notice to consider the vacation of a utility and drainage easement of the westerly 5 feet of the easterly 10 foot side easement for Lot 1, Block 2, Country Oaks; and WHEREAS, the portion of Country Oaks Drive proposed to be vacated does not serve any real public function. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen: 1. The above described easement is hereby vacated. 2. The City Clerk is directed to file a certified copy of this resolution with the County Auditor and County Recorder. Passed and adopted by the Chanhassen City Council this 27th day of July, 1992. ATTEST: X�2 012ZLS Don Ashworth, Clity Clerk/Manager hmiel Dimler Workman _ wira Mason YES NO Exhibit �_ page Of Donald J./ el, Mayor ABSENT E"Wah.c 1962 LOT SURVEYS COMPANYr INC. m i M0' UND Emmons 6AL[ r• .. 20• MGMFZ`.n MM LA" OF RAn Of WNHUMA w D..Y.r e.e Yew..nr rwl.rtA a..rw Ywti � IIISIIi h6....w,.. ar 1 .coo.D O.n.... t.w I.tLC1D It].FS IfWyJY, lYrtwu .SII ` ba t..w— ._` I Q broM. h„.... IY.11gn IrW.etrIoc.t.d Sn sectfar s. rtl..w �fj(A[i 10fi11141�e-1191• '�— Dow.. wn.h1S.r.lc. ww„p. TF r .t, 13. Urv.r ,�'/ 'A° 1 9/a.i fTw iC shj Wrvi.{o[. \J �� f•M..1 G., fl.r 9ifC hri1...1 L.wY IY.r rpo m a.” pi7 Q ✓c� . baa �/ pati Orvirtim w koprm V / � ■.rmt rwtim /\' ✓ / ISi I Sa:atimof drab",er0 mill, h M.t am %K" rym er the wmt i.00 fm Of tM wt 10.00 fwt off La 1. slmk 3. =-hr :• -' �' ( I t°U �Di/eget tbMh�( tie .am,. •''o ` &mt the bmh 10.00 IIm th'".r. nxq ta. uY• U ) I r I I r •rv.r.. 1 fin' Y'w• tioJe�Wt � 1 t•l• 1 1:r1:.Pf`4[I a ii Mt.� fit"' 1 � rte. kRp •w., .ng6_1_- .n.S g � 1 a 6 al let 1. Mmk i. COINfW O+JS yy 9I L Y° III _tll.e_re., �wR w,www wrw r.1., Kwlw IA...w�. wrwr e u..r..rw ww tour. rvewrrwm YlbrYriF.Y. rr////• •• r.. rw�r..ew.Ywy rn Ywr rlYl / •nMF.AN�.Y_ J.n.r. of M4�mMr✓fir M�LtM a. Mue MW t7�3 Exhibit 74 Page 5 of Certificate Number -2 It Y Y Book 6 q Page ;2 STATE OF MINNESOTA,t as Cwnty of Carver t OFFICE OF THE REGISTRAR OF TITLES This is to certify that this document w s filed In Ihls office on the day of. A.D. 19!1 aI-7 o'clock 14 m. —0 Pl-/j1 n{i L Q j"k REGISTRAR OF TITLES By TITLE MARK,LLC March 31, 2020 Richard Dorsey and Susan Haun-Dorsey 3931 Country Oaks Drive Excelsior. MN 55331 RE: Richard Dorsey and Susan Haun-Dorsey Laketown Builders, LLC File No.: 2010241 Dear Sir/Madam: Please find enclosed the following in connection with the above transaction: Owner's Commitment of Title Insurance - Revision 1 Sincerely, Abby Koppen Enclosures Copy: Laketown Builders, LLC PO Box 89 Waconia, MN 55387 The Title Agent Does Matter Title Mark, LLC, 121 West Main Street, #200, Waconia, MN 55387 Office: (952)442-7777 Fax: 952-442-1360 Commitment Letter 2010241 * * OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ***** COMMITMENT FOR TITLE INSURANCE Issued By Old Republic National Title Insurance Company Old Republic National Title Insurance Company, a Minnesota corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Old Republic National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Issued through the office of. Title Mark, LLC 121 West Main Street, #200 Waconia, MN 55387 Date: March 31, 2020 Title Mark, LLC 11 J Bradley W. Solheim, Authorized Signatory Authorized Officer or Agent OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Stock CoWany 401SecoodAmueSouth, Minneapolis, Mimesota 53x01 (612)371-1111 BY �7 President Attest Secretary Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ttttttttttttttt AMERICAN LAND TITLE A40CIATION ORT Form 4308: ALTA Commitment for Title Insurance (06/06) 2010241 CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at: http://www.alta.org ora/. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the Amencan Land Title Association. AMERICAN LAND TITLE uaaocunox ORT Form 4308ALTA Commitment for Title Insurance (06/06) 2010241 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY File No.: 2010241 Revision 1 SCHEDULE A 1. Effective Date: February 28, 2020 at 12:00 AM 2. Policy or Policies to be issued: (a) ALTA Owners Policy (06/17/06) Amount: $0.00 Proposed Insured: Richard Dorsey and Susan Haun-Dorsey 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4. Title to the Fee Simple estate or interest in the land is at the Effective Date vested in: Laketown Builders, LLC, a Minnesota limited liability company 5. The land referred to in this Commitment is described as follows: Commencing at a point 594.2 feet East of the southwest corner of Government Lot 5, Section 5, Township 116, Range 23 West; thence North 100 feet at right angles to the South line of said Government Lot 5, to the place of beginning of the parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet; thence South 132.50 feet at right angles to said South line of Government Lot 5; thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning, Carver County, Minnesota. Property is: Abstract Date: March 31, 2020 Title Mark, LLC j Bradley W. Solheim, Authorized Signatory Copyright 2006-2009 American Land This Association. All rights reserved. AMERICAN LAND TITLE The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AssoclAT10. All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 430ak ALTA Commitment for Title Insurance 2010241 Schedule A SCHEDULE B -I Requirements: The following are the requirements to be complied with: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the land. The Company may then make additional Requirement or Exceptions 2. Pay the agreed amount for the estate or interest to be insured 3. Pay us the premiums, fees and charges for the policy to the Company 4. Documents satisfactory to the Company that convey the Title or create the mortgage to be insured, or both, must be properly authorized, executed, delivered and recorded in the Public Records 5. Standard form of Seller(s) and Borrower(s) Affidavits must be provided or executed at the time of closing. 6. If coverage extending to the filing of the proposed Insured's interest (Gap Period) is required, it is mandatory this transaction is closed by Title Mark, LLC. This gap period can be covered with an opportunity for us to research the gap period, if requested. Additional fees may apply. 7. Deed from Laketown Builders, LLC, a Minnesota limited liability company, to Richard Dorsey and Susan Haun-Dorsey. INFORMATION NOTE ONLY - NOT PART OF A POLICY: If the purchaser is more than one person, use the grantor to individual deed or grantor to joint tenant(s) deed depending on the parties request. INFORMATION NOTE ONLY - NOT PART OF A POLICY: Form of tenancy to be determined by purchasers prior to closing. 8. Provide Title Mark, LLC with a Well Disclosure Certificate or the conveyance documents must contain the following language: THE SELLER CERTIFIES THAT THE SELLER DOES NOT KNOW OF ANY WELLS ON THE DESCRIBED REAL PROPERTY. 9. If there is a private septic system, it is necessary to obtain certification to be submitted to Hennepin County that the private septic system is compliant. 10. On all transactions in which a Certificate of Real Estate Value is filed, Title Mark, LLC must be supplied with the seller's and buyer's social security numbers or tax identification numbers at closing, pursuant to the Tax Reform Act of 1986, which requires Real Estate 1099B Report filing. 11. Identification will be required from all parties required to sign documents at closing. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the dale of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 4308B1. ALTA Commitment for Title Insurance Schedule B-1 AMERICAN LAND TITLE ASSOCIATION 2010241 SCHEDULE B -I (Continued) 12. Mortgage: Dated: July 30, 2019 Filed: August 7, 2019 Doc. No.: A681140 To secure an indebtedness of $550,000.00 Mortgagor: Laketown Builders, LLC fka Laketown Homes, LLC, a Minnesota limited liability company Mortgagee: Security Bank & Trust Co. OBTAIN SATISFACTION OR PARTIAL RELEASE 13. An inspection of the premises discloses vacant land. For purposes of obtaining priority, we require no visible improvements on the site through closing, subsequent recording of documents and our priority pictures. Please call our office for confirmation of our completion of these objectives prior to commencing any construction work. 14. Tax Split of existing tax parcel(s). Submission must be made to Carver County Planning and Zoning for approval of the split. INFORMATIONAL NOTE: Property tax for the entire parcel(s) must be paid at the time of recording a Contract for Deed or Deed when a parcel is being split. 15. The Owner's Title Policy, N any, issued in conjunction with this file will be the 2006 Owner's Policy. 16. NOTE: Title Mark, LLC requires all loan proceeds to be "Good Funds" (also described as "Collected Funds" or "Qualified Loan Funds"). All loan proceeds should be received by wire transfer. No personal checks, endorsed consumer, or third party checks will be accepted at closing. Cashier's checks should be made payable to Title Mark, LLC. If the proceeds of the sale must be wired to pay off indebtedness or the purchase of another property, we must have the funds wired into our account (known in the industry as "wired in, wired out"). 17. INFORMATION NOTE ONLY - NOT PART OF A POLICY: The closer assigned is Abby Koppen who can be reached at 952-442-7710 or akoppen@titlemark.com. Copyright 2006-2009 American Land Title Association. AO rights reserved. AMERICAN LAND TITLE The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. ASSMMTI" All other uses are prohibited. Reprinted under license from the American Lard Title Association. ORT Form 4308Bl: ALTA Commitment for Title Insurance 2010241 Schedule B-1 SCHEDULE B -II Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Lender's Covered Risk No. 2(c), which reads as follows, is hereby deleted: (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on the adjoining land. 3. Lender's Covered Risk No. 14, which reads as follows, is hereby deleted: Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 13 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the Insured Mortgage in the Public Records. 4. Owner's Covered Risk No. 2(c), which reads as follows, is hereby deleted: (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on the Land onto adjoining land, and encroachments onto the Land of existing improvements located on the adjoining land. 5. Owner's Covered Risk No. 10, which reads as follows, is hereby deleted: Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the Insured Mortgage in the Public Records. 6. Any encroachment, measurement, party walls, or other facts which a correct survey of the premises would show. 7. Rights or claims of parties in possession not shown by the public records. 8. Easements, or claims of easement, not shown by the public records. 9. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter fumished, imposed by law and not shown by the public records. 10. All assessments and taxes due and payable in 2020, and thereafter. 11. No coverage is provided for unpaid utility, water or sewer services or fees for tree, grass, and snow or garbage removal. IN ADDITION TO THE STANDARD EXCEPTIONS, CONDITIONS, STIPULATIONS AND EXCLUSIONS FROM COVERAGE CONTAINED HEREIN AND IN THE COMPANY'S USUAL FORM OF POLICY, THE LAND REFERRED TO IS, AS OF THE EFFECTIVE DATE HEREOF, SUBJECT TO THE FOLLOWING: 12. Restrictions, covenants and conditions affecting title, if any, which appear in the public records, and which contain no forfeiture provision. Copyright 2006-2009 American Land Title Association. All rights reserved. AMERICAN LAND TITLE The use of this Form is restncted to ALTA licensees and ALTA members in good standing as of the date of use. ASSOCIATION All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 430882: ALTA Commitment for Title Insurance 2010241 Schedule B -ll SCHEDULE B -II (Continued) 13. Reservation of minerals or mineral rights appearing in the public records. 14. If the property is subject to any private assessments for association dues or otherwise, we must be provided a current statement showing all sums are paid or the amount of any outstanding charges. 15. A special assessment search has not been ordered. 16. Taxes for the year 2019 and prior years are paid in full. Taxes payable for the year 2019 were in the amount of $7,992.00. Base tax amount $7,823.94. Tax No. 25-0051600. Carver County tax records indicate property is homestead for taxes payable in the year 2019. Taxes payable for the year 2020 are not yet available. NOTE: This parcel contains more land than the subject parcel. 17. INFORMATION NOTE ONLY - NOT PART OF A POLICY: Title Mark, LLC is not in possession of an abstract. 18. INFORMATION NOTE ONLY - NOT PART OF A POLICY: The policy to be issued contains an arbitration clause. All arbitrable matters, when the Amount of Insurance is $2,000,000 or less, shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at www.alta.org. 19. INFORMATION NOTE ONLY - NOT PART OF A POLICY: The commitment was typed by bws/dcb/bmr on 03/27/2020. Revision 1 typed by bws/bmr on 03/31/2020. Copyright 2006-2008 American Land Title Association. All rights reserved. The use of this Fonn is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ORT Form 4308B2: ALTA Commitment for Title Insurance Schedule B -II AMERICAN LAND TITLE ASSOCIATION K9111Y.LiI WHAT DOES OLD REPUBLIC TITLE DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some but not all sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do The types of personal information we collect and share depend on the product or service you have with us. This information can include: • Social Security number and employment information • Mortgage rates and payments and account balances • Checking account information and wire transfer instructions When you are no longer our customer, we continue to share your information as described in this notice. All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information; the reasons Old Republic Title chooses to share. and whether you can limit this sharing. Go to www.oldrepublic.com (Contact Us) Privacy Policy 2010241 Old Republic Can you limit ReasonsDoes . personal , For our everyday business purposes - such as to process your transactions, maintain your account(s). Yes No or respond to court orders and legal investigations, or report to credit bureaus For our marketing purposes - No We don't share to offer our products and services to you For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes - Yes No information about your transactions and experiences For our affiliates' everyday business purposes - No We don't share information about your creditworthiness For our affiliates to market to you No We don't share For non -affiliates to market to you No We don't share Go to www.oldrepublic.com (Contact Us) Privacy Policy 2010241 Privacy Policy 2010241 What we do To protect your personal information from unauthorized access and How does Old Republic Title protect my personal information? use, we use security measures that comply with federal law. These measures include computer safeguards and secured files and buildings. For more information, visit http://www.OldRepublicTitle.com/newnational/Contact/privacy. How does Old Republic Title We collect your personal information, for example, when you: collect my personal information? • Give us your contact information or show your driver's Carolina. license Companies not related by common ownership or control. They can • Show your government -issued ID or provide your mortgage be financial and non-financial companies. information • Old Republic Title does not share with non -affiliates so they can • Make a wire transfer We also collect your personal information from others, such as credit market to you bureaus, affiliates, or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only: together market financial products or services to you. • Sharing for affiliates' everyday business purposes - information about your creditworthiness • Old Republic Title doesnl jointly market. • Affiliates from using your information to market to you • Sharing for non -affiliates to market to you State laws and individual companies may give you additional rights to limit sharing. See the "Other important information" section below for your rights under state law. Privacy Policy 2010241 Definitions Affiliates Companies related by common ownership or control. They can be financial and nonfinancial companies. • Our affiliates include companies with an Old Republic Title name, and financial companies such as Attorneys' Title Fund Services, LLC, Lex Terrae National Title Services, Inc., Mississippi Valley Title Services Company, and The Title Company of North Carolina. Non -affiliates Companies not related by common ownership or control. They can be financial and non-financial companies. • Old Republic Title does not share with non -affiliates so they can market to you Joint marketing A formal agreement between non-affiliated financial companies that together market financial products or services to you. • Old Republic Title doesnl jointly market. Privacy Policy 2010241 Oregon residents only: We are providing you this notice under state law. We may share your personal information (described on page one) obtained from you or others with non -affiliate service providers with whom we contract, such as notaries and delivery services, in order to process your transactions. You may see what personal information we have collected about you in connection with your transaction (other than personal information related to a claim or legal proceeding). To see your information, please click on "Contact Us" at www.oldrepublictitle.com and submit your written request to the Legal Department. You may see and copy the information at our office or ask us to mail you a copy for a reasonable fee. If you think any information is wrong, you may submit a written request online to correct or delete it. We will let you know what actions we take. If you do not agree with our actions, you may send us a statement. Affiliates Who May be Delivering American Guaranty Attomeys' Title Compass Abstract, American First American First Title Abstract, LLC & Trust Company Title Insurance Fund Services, LLC Inc. Company eRecording Partners Genesis Abstract, Kansas City L.T. Service Corp. Lenders Inspection Network, LLC LLC Management Company Group, LLC Lex Terrae National Lex Terrae, Ltd. Mara Escrow Mississippi Valley National Title Title Services, Inc. Company Title Services Agent's Services Company Company Old Republic Branch Old Republic Old Republic Old Republic Old Republic Title Information Services, Diversified Services, Exchange National Title and Escrow of Inc. Inc. Company Insurance Company Hawaii, Ltd. Old Republic Title Old Republic Title Old Republic Title Old Republic Title Old Republic Title Co. Company of Conroe Company of Company of Nevada Company of Indiana Oklahoma Old Republic Title Old Republic Title Old Republic Title Old Republic Title Old Republic Title Company of Oregon Company of St Company of Information Insurance Agency, Louis Tennessee Concepts Inc. Old Republic Title, Republic Abstract & Sentry Abstract The Title Company Title Services, LLC Ltd. Settlement, LLC Company of North Carolina Trident Land Transfer Company, LLC Privacy Policy 2010241 Title Mark, LLC - Privacy Information We are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand you may be concerned about what we will do with such information -particularly any personal or financial information. We agree you have a right to know how we will utilize the personal information you provide to us. Therefore, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use for this information you provide to us. It does not govern the manner in which we may use information we have obtained for any other source, such as information obtained from a public record or from another person or entity. Title Mark, LLC has also adopted broader guidelines which govern our use of personal information regardless of source. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information we may collect include: - Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; and - Information about your transactions with us or others. Use of Information We request information from you and for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) As necessary for us to provide the product or service you have requested of us; or (2) As permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. Fortner Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure no unauthorized parties have access to any of our information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know information to provide products or services to you. We will use our best efforts to train and oversee our employees to ensure your information will be handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic, and procedural safeguards which comply with federal regulations to guard your nonpublic personal information. Information Obtained Through Our Web Site In general, you can visit Title Mark, LLC without telling us who you are or revealing any information about yourself. Our Web servers collect the domain names, not the email address of the visitors. This information is aggregated to measure the number of visits, average time spent on the site, pages viewed and similar information. Title Mark, LLC uses this information to measure the use of our site and to develop ideas to improve the content of our site. There are times, however, when we may need information from you, such as your name and email address. When information is needed, we will use our best efforts to let you know at the time of collection how we will use the personal information. Usually, the personal information we collect is used only by us to respond to your inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we will only use it in accordance with the policies outlined above. Fair Information Values Fairness We consider consumer expectations about their privacy in our business. We only offer products and services which assure a favorable balance between consumer benefits and consumer privacy. Public Record We believe an open public record creates significant value for society and enhances consumer choice and creates consumer opportunity. We actively support an open public record and emphasize its importance and contribution to our economy. Use We believe we should behave responsibly when we use information about a consumer in our business. We will obey the laws governing the collection, use and dissemination of data. Accuracy We will take reasonable steps to help assure the accuracy of the data we collect, use and disseminate. Where possible, we will take reasonable steps to correct inaccurate information. When, as with the public record, we cannot correct inaccurate information, we will take all reasonable steps to assist consumers in identifying the source of the erroneous data so the consumer can secure the required corrections. Education We endeavor to educate the users of our products and services and our employees about the importance of consumer privacy. We will instruct our employees on our fair information values and on the responsible correction and use of data. We will encourage others in our industry to collect and use information in a responsible manner. Security We will maintain appropriate facilities and systems to protect against unauthorized access to and corruption of the data we maintain. TM Privacy 2010241 VUj ,VMWI LOCATIONS SECURITY Brownton BANK & TRUST CO. - 1294th AveN Brownton, MN 55312 320-328-5222 Chaska 1575 White Oak Dr Chaska, MN 55318 II2REVOCABLE LETTER OF CREDIT 952-448-2265 No. 542 Cologne Date: July 20, 2020 111oVillagePkwy TO: City of Chanhassen Cologne, MN 55322 7700 Market Boulevard, Box 147 952-466-2014 Chanhassen, Minnesota 55317 Corporate 220211th St E Dear Sir or Madam: Glencoe, MN 55336 320-864-3107 We hereby issue, for the account of Lake town Builders, LTfhd in your favor, our Irrevocable Glencoe Letter of Credit in the amount of $ 198,330. 79, available to you by your draft drawn on sight on the 73511th St undersigned bank. Glencoe, MN 55336 320-864-3171 The draft must: Hamburg a Bear the clause, "Drawn under Letter of Credit No. 542 dated Jul 20 Ha Park Avenue ) Y Hamburg, MN 55339 2020 ,of Security Bank 6 Trust Co. 952-467-2992 b Be signed b the Mayor or Ci Manager of the Ci of Chanhassen- Mayer '� Y Y City g City 317 Ash Ave N Mayer, MN 55360 c) Be presented for payment at 539 -S,_ _Elm S t . —,on or before 4:00 p -m- on November 30, 952-657-2309 2 020 Waconia, MN 55387 New Auburn 7422 7th Ave This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- New Auburn, MN 55366 five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank 32o -e64-6470 delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent b certified mail, postage prepaid, and deposited in the U.S. New Germany Y Pcr 8 Pref � ePo 270 Broadway St E Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen New Germany, MN 553E7 City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is 952-353-2221 actually received by the City Manager at least thirty (30) days prior to the renewal date. Plato 8 TWA St SW This Letter of Credit sets forth in full our understanding which shall not in any way be modified, Plato, MN 55370 amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not 32D-238-2208 referred to herein. Waconia 539 5 Elm st This Letter of Credit is not assignable- This is not a Notation Letter of Credit. More than one draw Waconia, MN 55387 may be made under this Letter of Credit. 952-442-5161 This Letter of Credit shall beovemed b the most recent revision of the Uniform Customs and Waconla to -store g %' 835 Marketplace Dr Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. Waconia, MN 55387 952-442-5955 We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly Winsted honored upon presentation. 110 First st N Winsted, MN 55395 BY: )l / - 320-485-3831 Its Branch President BY: l — Its Sr. Vice President security-banks.com FDK El B NK& SECURITY 15 W16/919 047888 DATE 08/13/2020 $ 27,734.41 PAY ORDETO OFE City of Chanhassen A _ DOLLARS 0 MEMO REMITTER Laketown Builders 1` AUTHORIZED SIGNATURE 11.04788811' 1:091916I6&': LL, 37110 S00 A60ma CERTIFICATE C THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AME BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSI REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOI IMPORTANT: If the certificate holder is an ADDITIONAL INSUREI If SUBROGATION IS WAIVED, subject to the terms and condition this certificate does not confer rights to the certificate holder in I PRODUCER Corporate 4 Insurance Agency Inc. 7220 Metro Boulevard Edina MN 55 INSURED Laketovin Builders Llc 1536 Beachcomber Blvd W2conia MN SS CERTIFICATE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCEPOLryyy IN D POLICY NUMBER MMA)oIYYYY) POD I IMMInorryryi LIMIT$ A Cos MERCULGENERAL LIABILITY CUIMSMADE OCCUR rKA 06433856 02282020 02/28/2021 EACH OCCURRENCE S 1,000,000 PREMISES EAS E 50,000 MED EXP ( one Person) S 5,000 PERSONALaADVINJURY E 1.000,000 GEN -1 -AGGREGATE UMITAPPLIES PER POLICY E JFERP E-1 LOC OTHER: GENERALAGGREGATE $ 2,000,000 PRODUCTS-COMPIOPAGG S 2,000,000 E AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOSBODILY HIREDONLY AUTOS HNON NED AUTOS ONLY AUTOSS ONLY COMBINED SINGLE LIMIT S Ea aN0¢ BODILYINJURY(PeParson) $ INJURY rya arndenn E PROPERTY DAMAGE S PeracirM E UMBRELLA LIAB EXCESSLIAB OCCUR CLAIMS -MADE 1E EACH OCCURRENCE S ACGREGATE S DED RETENTION E B WORKERS COMPENSATION AND EMPLOYERS LIABILITY YIR ANY PROPRIETORIPARTNERIEXECURVE OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, descnt,e urger DESCRIPTION Of OPERATIONS aelow NIA 125461.201 02282020 02/282021 PER OTH. STATUTE ER EL EACH ACCIDENT S 100,000 El, DISEASE - EA EMPLOYEE E 100,000 EL DISEASE - POLICY LIMIT E 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, AEdlaorW Remuka Schedule, may Ise winches K mon apace is required) City of Chanhassen 7700 Markel Blvd. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 147 I AUTHORIZED REPRESENTATIVE Chanhassen MN 55317(x. ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD ACORO® CERTIFICATE OF LIABILITY INSURANCE °^TE(MMp0IYYYY) o7/zo/zozo THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Deb Stoffel NAME: Corporate 4 Insurance Agency Inc. PHONE (952) 893-9218 FAX (952) 893-9402 AIC No Etl: AIC No: E-MAIL dstoffel@corporatefourcom ADDRESS: 7220 Metro Boulevard INSURER(S) AFFORDING COVERAGE NAIC N Auto -Owners Insurance Edina MN 55439-2133INSURERA: INSURED INSURER B: SFM 11347 Laketown Builders Lic INSURER C : 1536 Beachcomber Blvd INSURER D NSURER E: Waconia MN 55387-1055 1 INSURERF: COVERAGES CERTIFICATE NUMBER: 20-21 Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED By PAID CLAIMS. INSR LTR TYPE OF INSURANCE IN POLICY NUMBER M MMIDY� LIMITS COMMERCIAL GENERAL LIABRJTY1,000,000 EACH OCCURRENCE S CLAMIS# DE © OCCUR PREMISES Ea acanence $ 50,000 MED EXP (Any one pNapn) $ 5,000 PERSONAL4ADVINJURY S A 08433856 02/28/2020 02/28/20211,000,000 GEN'L AGGREGATE UMIT APPLIES PER: GENERALAGGREGATE S 2,000,000 POLICY 0 JJ'ECT F-1 LOC PRODUCTS-COIAMPAGG 9 2,000,000 S OTHER: AUTOMOBILE LIABILITY COABNEDSINGLEUMIT If Ea am USM BODILY INJURY (PSI peon) 9 ANYAUTO OVMED SCHEDULED AUTOSONLY AUTOS BODILY INJURY (Pea acadaM) S PROPERTY DAMAGE $ Par acrJtlall HIRED NON-OVNNED AUrOSONLY AUTOS ONLY S UMBRELLA LAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LAB CLAIMSIMDE DED RETENnON S $ M/ORNERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY Y� STATUTE ER EL EACH ACCIDENT S 100,000 B ANY PROPRIETORIPARTUDED?ECUTIVE NIA 125464.201 0212at202O 02/28/2021 1W.W0 OFFICERrtA NK) EXCLUDED? in (f"S'ft in E.L DISEASE -EA EMPLOYEE E vnd urger 500.000 DESCdesrn'pe DESCRIPrgN OF OPERATIONS helpx E.L DISEASE -POLICY LIMIT i DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES IACORD 101, Addffi r l Remains SchWule, may be •aached N mora Spam M requiredl All riehr5 reserved ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Chanhassen ACCORDANCE WITH THE POLICY PROVISIONS. 7700 Market Blvd. AUTHORIZED REPRESENTATIVE P.O. BOX 147 Chanhassen MN 55317 �r Ld UE.X' All riehr5 reserved ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CI'T'Y OF WREN Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60 -Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 ❑ Commercial/Industrial Districts`......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) `Include number of existing employees: 'Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................$300 ❑ Create over 3 lots.......................$600 + $15 per lot blots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑� Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetiand Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: Section 2: Required Information Description of Proposal: adjust property line 10 feet to the east in exchange for northern 18.5 feet of lot 2, block 1 per approved city final plat plans. Property Address or Location: Parcel #: 252510090 6760 Minnewasta Parkway and 3931 Country Oaks Drive Legal Description: Lot 2 BLock 1 COUNTRY OAKS Total Acreage: 0.05 Wetlands Present? ❑ Yes 0 No Present Zoning: Single -Family Residential District (RE Requested Zoning: Select One Present Land Use Designation: Select One Requested Land Use Designation: Select One Existing Use of Property: single family lots. minor lot line adjustment ❑Check box if separate narrative is attached. Section 3: Property . Applicant APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Laketown Builders Contact: Dale Willenbring Address: 1536 Beachcomber Blvd Phone: (952) 715-2926 City/State/Zip: Waconia, MN 55387 Cell: Email: dale@I et builders.com Fax: Signature: Date: 7/17/20 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Rick and Susan Dorsey Contact: Susan Dorsey Address: 3931 Country Oaks Drive Phone: City/State/Zip.Chanhassen, MN 55331 Cell: Email: ick.D2[Sey@vikingelectric.com Fax: Signature: L Date: 7/17/20 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Marty Campion Contact: Address: Campion Engineering Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑� Property Owner Via: ❑r Email ❑ Mailed Paper Copy Name: ❑� Applicant Via: ❑✓ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, t, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. n Name: LAY- Joy' V0'L0l�-S Contact: DO Q ��IIrr Address: � 7 6,0MW-"Fi-J i 014 16t Phone: 952— -7l --Z2l /6 City/State/Zi : c^' I^N 3g % 55Cell: Email: ��e P_�o ce�dw� e-trf, cce"N Fax: Signature: Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM TITLE MARK,LLC Carver County Recorder 600 E 4th St Chaska, MN 55318 RE: Our File No.: 2010242 Please find enclosed for recording the following documents: Recording Fee Document Order Q CL) a -44e-ee G ; ww""Krl� X $46.00 Mortgage Koh q l_ 2ad_PAectgage Q U x a Assignment of Mortgage Partial Releas , Satisfaction or Certificate of Release Certificate of Real Estate Value Other Checks are enclosed for the following: County Recorder: Split as follows: Recording fees: Copies: Other Total $ 0.00 County Treasurer: Total $ 0.00 Mtg. Conservation Fee: Mail Fee: Other: Split as follows: $ 138.00 State Deed Tax: $ 0.00 Mortgage Reg. Tax: $ 0.00 Deed Conservation Fee: $ 0.00 $ 0.00 Please return all recorded documents to our office. Thank You Abby Koppen Title Mark, LLC 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 / $ 3.30 $ 0.00 $ 10.00 Recorder Cover Letter 2010242 Title Mark, LLC **** REAL ESTATE CLOSING **** 35358 Borrower: Laketown Builders, LLC Seller: Richard Dorsey and Susan Haun-Dorsey Lender: Property: xxx Country Oaks Drive Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $2,076.00 2010242/29 Pay To: Carver County Treasurer For: Property Taxes Property Taxes (H.05) $2,076.00 Closer/Responsible Party: Abby Koppen --- -- ---- ,o�s.wm+vn,crrv.s�gEv�soE wno�wna, ar nen saamry remu�s i Title Mark, LLC Settlement Trust Account 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 PAY --Two Thousand Seventy -Six and 00/100 TO Carver County Treasurer THE ORDER 600 E 4th St OF PO BOX 69 Chaska, MN 55318 Property Taxes 1190 3 5 3 5811 1:08 6 3000 1 21: Title Mark, LLC Borrower: Laketown Builders, LLC Seller: Richard Dorsey and Susan Haun-Dorsey Lender: Property: xxx Country Oaks Drive Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $2,076.00 2010242/29 Pay To: Carver County Treasurer For: Property Taxes Property Taxes (H.05) $2,076.00 Old National Bank Minnesota 11111111111111.au� 07/16/2020 035358 2010242 AMOUNT $2,076.00 --------------------------- Dollars VOID AFTER 60 DAYS 33285161/ **** REAL ESTATE CLOSING **** Closer/Responsible Party: Abby Koppen 35358 Title Mark, LLC **** REAL ESTATE CLOSING **** 35359 Borrower: Laketown Builders, LLC Seller: Richard Dorsey and Susan Haun-Dorsey Lender: Property: xxx Country Oaks Drive Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $138.00 2010242/30 Pay To: Carver County Recorder For: Recording Fees Recording Fees (E.01) $138.00 Title Mark, LLC Settlement Trust Account 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 PAY --One Hundred Thirty -Eight and 00/100 Closer/Responsible Party: Abby Koppen Old National Bank 035359 Minnesota 2010242 DATE AMOUNT 07/1612020 $138.00 TO Carver County Recorder VOID AFTER 60 DAYS THE ORDER 600 E 4th St OF Chaska, MN 55318 Recording Fees 00353590 1:086 3000 1 21: 332851611' Title Mark, LLC Borrower: Laketown Builders, LLC Seller: Richard Dorsey and Susan Haun-Dorsey Lender: Property: xxx Country Oaks Drive Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $138.00 2010242/30 Pay To: Carver County Recorder For: Recording Fees Recording Fees (E.01) $138.00 **** REAL ESTATE CLOSING **** Closer/Responsible Party: Abby Koppen Dollars 35359 Title Mark, LLC **** REAL ESTATE CLOSING **** Borrower: Laketown Builders, LLC Seller: Richard Dorsey and Susan Haun-Dorsey Lender: Property: xxx Country Oaks Drive Settlement Date: July 23, 2020 Closer/Responsible Party: Abby Koppen Disbursement Date: July 16, 2020 Check Amount: $13.30 2010242/30 Pay To: Carver County Treasurer For: Deed Conservation Fee; State Deed Tax Deed Conservation Fee (E.02) $10.00; State Deed Tax (E.05) $3.30 Title Mark, LLC Settlement Trust Account 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 PAY --Thirteen and 30/100 TO Carver County Treasurer THE ORDER 600 E 4th St OF PO BOX 69 Chaska, MN 55318 Deed Conservation Fee; State Deed Tax in0353GOO r:O363000121: Old National Bank Minnesota DATE 07/16/2020 35360 035360 2010242 AMOUNT $13.30 -------------- —------------- ------ Dollars VOID AFTER 60 DAYS 33285i6III Title Mark, LLC **** REAL ESTATE CLOSING **** Borrower: Laketown Builders, LLC Seller: Richard Dorsey and Susan Haun-Dorsey Lender: Property: xxx Country Oaks Drive Settlement Date: July 23, 2020 Closer/Responsible Parry: Abby Koppen Disbursement Date: July 16, 2020 Check Amount: $13.30 2010242/30 Pay To: Carver County Treasurer For: Deed Conservation Fee; State Deed Tax Deed Conservation Fee (E.02) $10.00; State Deed Tax (E.05) $3.30 35360 Title Mark, LLC **** REAL ESTATE CLOSING **** 35361 Borrower: Richard Dorsey and Susan Haun-Dorsey Seller: Laketown Builders, LLC Lender: Property: xxx Country Oaks Drive/Excelsior Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $3,985.00 2010241/34 Pay To: Carver County Treasurer For: Property Taxes Property Taxes (H.05) $3,985.00 Closer/Responsible Party: Abby Koppen r m uwrr wrHvmcnr s� a tan oEscmnawas nmr�Iua Title Mark, LLC Settlement Trust Account 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 PAY —Three Thousand Nine Hundred Eighty -Five and 00/100 TO Carver County Treasurer TME ORDER 600 E 4th St OF PC BOX 69 Chaska, MN 55318 Property Taxes 11103536 ill, 1:08 6 3000 121: Title Mark, LLC Borrower: Richard Dorsey and Susan Haun-Dorsey Seller: Laketown Builders, LLC Lender: Property: xxx Country Oaks Drive/Excelsior Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $3,985.00 2010241/34 Pay To: Carver County Treasurer For: Property Taxes Property Taxes (H.05) $3,985.00 Old National Bank Minnesota DATE 07/16/2020 035361 2010241 AMOUNT $3,985.00 — — — ---- -- Dollars VOID AFTER 60 DAYS 33 28516uI **** REAL ESTATE CLOSING **** Closer/Responsible Party: Abby Koppen 35361 Title Mark, LLC **** REAL ESTATE CLOSING **** 35362 Borrower: Richard Dorsey and Susan Haun-Dorsey Seller: Laketown Builders, LLC Lender: Property: xxx Country Oaks Drive/Excelsior Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $138.00 2010241/34 Pay To: Carver County Recorder For: Recording Fees Recording Fees (E.01) $138.00 Title Mark, LLC Settlement Trust Account 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 PAY --One Hundred Thirty -Eight and 00/100 TO Carver County Recorder THE ORDER 600 E 4th St OF Chaska, MN 55318 Recording Fees 11'03536211' imai63000121: Title Mark, LLC Borrower: Richard Dorsey and Susan Haun-Dorsey Seller: Laketown Builders, LLC Lender: Property: xxx Country Oaks Drive/Excelsior Settlement Date: July 23, 2020 Disbursement Date: July 16, 2020 Check Amount: $138.00 2010241/34 Pay To: Carver County Recorder For: Recording Fees Recording Fees (E.01) $138.00 Closer/Responsible Party: Abby Koppen Old National Bank Minnesota DATE 07/16/2020 035362 2010241 AMOUNT $138.00 --------------------------------- Dollars VOID AFTER 60 DAYS 33285 i6u' **** REAL ESTATE CLOSING **** Closer/Responsible Party: Abby Koppen 35362 Title Mark, LLC **** REAL ESTATE CLOSING **** Borrower: Richard Dorsey and Susan Haun-Dorsey Seller: Laketown Builders, LLC Lender: Property: xxx Country Oaks Drive/Excelsior Settlement Date: July 23, 2020 Closer/Responsible Party: Abby Koppen Disbursement Date: July 16, 2020 Check Amount: $13.30 2010241/34 Pay To: Carver County Treasurer For: Deed Conservation Fee; State Deed Tax Deed Conservation Fee (E.02) $10.00; State Deed Tax (E.05) $3.30 rovEnrcv iur�norv, sff aEwrsesoE mn o*.sopnw arn� n sccunrry rtmu� Title Mark, LLC Settlement Trust Account 121 West Main Street, #200 Waconia, MN 55387 (952)442-7777 PAY —Thirteen and 30/100 To Carver County Treasurer rDE ORDER 600 E 4th St OF PO BOX 69 Chaska, MN 55318 Deed Conservation Fee; State Deed Tax 1'03536311' i:0863000L21: Old National Bank Minnesota DATE 07/16/2020 35363 035363 2010241 AMOUNT $13.30 ------------------------------ Dollars VOID AFTER 60 DAYS `��-''��\ ,`IVY A�II✓� 33285 L6u■ Title Mark, LLC **** REAL ESTATE CLOSING **** Borrower: Richard Dorsey and Susan Haun-Dorsey Seller: Laketown Builders, LLC Lender: Property: xxx Country Oaks Drive/Excelsior Settlement Date: July 23, 2020 Closer/Responsible Party: Abby Koppen Disbursement Date: July 16, 2020 Check Amount: $13.30 2010241/34 Pay TO: Carver County Treasurer For: Deed Conservation Fee; State Deed Tax Deed Conservation Fee (E.02) $10.00; State Deed Tax (E.05) $3.30 Property Card Parcel ID Number 253020070 Taxpayer Information Taxpayer Name LAKE WEST DEVELOPMENT LLC Mailing Address 14525 HIGHWAY 7 STE 265 MINNETONKA, MN 55345 - Property Address Address City Parcel Information Uses T E Misc Co D 1 GIS Acres 0.0 Net Acres Deeded Acres Plat GLENDALE DRIVE HOMES Lot B Block Tax Description Building Information Building Style Above Grade Bedrooms Homestead N Finished S Ft Ag Preserve N Year Built Garage Estimated Market Value isill ous In ormation School District 0276 Watershed District WS 062 MINNEHAHA CREEK Homestead N Green Acres Ag Preserve N A e sor I ormation Estimated Market Value 2019 Values (Payable 2020) 2020 Values (Payable 2021) Last Sale Land $100.00 Date of Sale 8/16/2018 Building $0.00 Sale Value $0.00 Total $100.00 The data provided herewith is for reference purposes ony. This data is rot suitable for legal, engineering, surveying a other similar purposes. Carver County does rot guarantee the accuracy of the Information contained herein. This date is furnished! on an 'as a Dass and Carver County makes no representations or warranties, either expressed or inplied, forthe merchantability or fitness of the information pi ided for any purpose. This disclaimer Is provided pursuant to Minnesota Statutes §466,03 and the user of the data provided herein acknowledges that Carver County shall not be liable for any damages, and by using this date in any way expressly waives all claims, and agrees to defend, indemnify, and hold harmless Carver County, its officals, officers, agents, employees, etcfrom any and all claims brought by anyone who uses the information provided for herein, its employees or agents, or third pence which arae out of users access. By acceptance of this data. Me user agrees not to transmit this data or provide access to it or any part of it to another parry unless the user includes with the data a copy of this disclaimer. Wednesday, August 5, 2020 Carver County, MN Property Card Parcel ID Number 250051600 Taxpayer Information taxpayer Name LAKETOWN BUILDERS LLC PO BOX 89 WACONIA, MN 55387 - Parcel Information Uses Res 1 unit GIS Acres 2.35 Net Acres Deeded Acres 2.53 Plat Lot Block Tax Description P/O GOVT LOT 5 DESC AS: BEG AT A PT 594.2'E OF SW CORN GOVT LOT 5, TH N 100' TO PT OF BEG, 11"Building Information Building Style Above Grade Bedrooms Finished So Ft Year Built Garage Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAHA CREEK Y N N Assessor Information Estimated Market Value 2019 Values (Payable 2020) 2020 Values (Payable 2021) Last Sale Land $499,300.00 $650,000.00 Date of Sale 7/29/2019 Building $147,900.00 $0.00 Sale Value $550,000.00 Total $647,200.00 $650,000.00 The data provided herewith is for reference purposes only. This data is not suitable for legal, engineering, surveying or other similar purposes. Carver County does not guarantee the accuracy of the information contained herein. This data is furnished on an'as is' basis and Carver County makes no representations or warranties, either expressed or implied, for the merchantalblity or fdness of Me information provided for any purpose. This disclaimer is provided pursuant to Minnesota Stables §666.03 and the user of the data provided herein acknowledges that Carver County shall not he liable for any damages, and by using this data In any way expressly waives all claims, and agrees to defend, indemnify, and hold harmless Carver County, its officials. officers, agents, employess, etc. from any and all claims brought by anyone who uses Me information provided for herein, its employees or agents, or Mind parties which arise out of users access. By acceptance of this date. the user agrees not to transmit Nis data or provide access to it a any part of it to another party unless the user includes with the data a copy of this disclaimer. Wednesday, August 5, 2020 Carver County, MN Property Card Parcel ID Number 252510090 Taxpayer Information Taxpayer Name RICHARD DORSEY SUSAN HANN-DORSEY Mailing Address 3931 COUNTRY OAKS DR EXCELSIOR, MN 55331-7706 Property Add rIRS Address 3931 COUNTRY OAKS DR City EXCELSIOR, MN 55331 Parcel Information Uses Res 1 unit GIS Acres 0.41 Net Acres Deeded Acres Plat COUNTRY OAKS Lot 001 Block 002 Tax Description Building Information Building Style Split Level Frame Above Grade 1698 Finished S Ft Bedrooms 3 Year Built 1992 Garage Y $100,200.00 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAI CREEK Y N I N Assessor Information Estimated Market Value 2019 Values (Payable 2020) 2020 Values (Payable 2021) Last Sale Land $100,200.00 $125,000.00 Date of Sale 4/25/2006 Building $253,000.00 $255,200.00 Sale Value $425,000.00 Total $353,200.00 $380,200.00 the data prewded herewith Is for reference purposes only. This data is not suitable for legal, engineenng, surveying mother similar purposes. Carver County does not guarantee the accuracy of the information cdelated herein. This data is furnished on an 'as Whence and Carver County makes no representabons or warranties, either expressed or implied, for the reerchantadlity or (Mess of Me infomration praviaed for any purpose. This disclaimer as provided pursuant to Minnesota Stables §466.03 and the user of the data provided herein achnowtedges that Carver County shall not be liable for arry damages, and by using thce data in any way expressly waives alt claims, add agrees to defend, indemnify, and held hormions Caner County, its officials, officers, agents, employees, etc. from any and all claims brought by anyone who uses die Information provided for herein, its employees or agents, or third parties which arise out of users access. By acceptance of this data, the user agrees not to baremfl this data or provide access to it or any part of a to another party unless the user includes with the data a copy of this disidaimer. Wednesday, August 5, 2020 Carver County, MN LOT LINE ADJUSTMENT - CERTIFICATE OF SURVEY I1 W � M' Ili YII �1 Irl 11� M. ;II M• � � / /I� m e v�1�• A SIA N \4 SLOW It717 '71 L'L't"7 .�^ achy _� now ���s —_.. �szaa�:�:r.=rssss::raa.—�•-=c�ta�: ....... _� now _77_ VI1.I:It > . atm ..I 1* 1 1 or 1 City Clerk's Certification Pursuant to M.S. 272.162 The undersigned hereby certifies: (Check one of the following:) That City subdivision regulations do not apply to this instrument. That the subdivision of land affected by this instrument has been approved by the governing body of the City of Chanhassen. That municipal restrictions on the filing and recording of this instrument have been waived by a resolution of the governing body of the City of Chanhassen. That this instrument does not comply with municipal subdivision restrictions and the affected land and its assessed valuation should not be divided by the County Auditor. LOT LINE ADJUSTMENT - CERTIFICATE OF SURVEY I ,I 0 "Ours wr 'wr 1 OLd++OIYI , ORM1wr {li wr 111 .w• �/ i •� �Avo Y U Wr .IOPK N , SMATFOOM 1I (now r-zL�r -�.w �'.r•-.:rr•- .�r�rr ...u.. r r.rrw � •r �,w. r�� wrrr.�.r•rrr� fib• -.- y����'' 41'�Qo SL. J III •� �Avo Y U Wr .IOPK N , SMATFOOM 1I (now WV at*ii _ d.IR'.1! A 4•.r 1 or 1 r-zL�r -�.w �'.r•-.:rr•- .�r�rr ...u.. r r.rrw � •r �,w. r�� wrrr.�.r•rrr� fib• -.- y����'' WV at*ii _ d.IR'.1! A 4•.r 1 or 1 LOT LINE ADJUSTMENT - CERTIFICATE OF SURVEY ' I i iii i4 lit f J "Ours i'i .w• � i•i ��J as:.ars *1J� V^_ v VVENCK Ig11}• Mme.. UC S'TJJ 1 0 1 w, •r,ae , 17 'r— s wwvroRo 1 ^_...r Sys as:.ars *1J� V^_ v VVENCK Ig11}• Mme.. UC S'TJJ 1 0 1 w r ;. h LOT LINE ADJUSTMENT - CERTIFICATE OF SURVEY rw . 1 � fRlNDN.L 1 GRILT ur r 11 us ami t iiri w 11 V O "OWES I. W. ----------- i�........ .......J L !I O �. r+ MEN + �. O WI Irrp� •r �J i .r r • - --roan-- - w-' 11 ! I 1 ( e .Y wJi'N•• �!1'AN'e l yl � I I b i l l I 1 1 r r tlN I 1 �I I 8e' i(w p ren ! ! ¢il Yrr 1 ` wr.rr.. t � Strdt;nrd al.Wllnsc[v. +nvrlriea a. >ypxJn l.wlr rnrcl lxnlr,c.x gw.nJ edx.mNyeepYO�iw rJpM O.IFe�.0 nw x.xenlx ..a.e ina..r. ku M,. 'iF_s.J�d...t .sDrub � vM Term..... Ju•.n.... wn.... vena a.ln.w x tm cooma w rnr. alY m an..vl I w�rv. um.evrF . Jw•( FwA'N'♦ -------------- t' b ...Ar� •wna•r 1 I 1 I tl rte________________• p r. II II AI / 1 QQ 1 II �I 1 I i •d I I , • •• BOK 1 I II I 1 1 'J� �/ may.• Yf -- _� - - --- _ _� _ .warty•: i' g,� Ridge CVIMIY 111aVMYA vsvfrw., MYvn�v rw�m Ilwlftl, 4t�mlaaJMl. MJepx lea Tea�Mn%� av/ NaJexba. —. m �9 a®rj,piJr..la.wc >•m vmisnFa or nn rs, t'n.(wq.Mrle �Myvl��ands. iwrrJ wrev.��rr�.a�+ -J'N,-deW a N�IYO•� R�v�MYlYep.'NIY. • 1 C� cml a�lrr .w �� L • 1 A w Document Number: T211603 Tortes Certificate: 40746.0 Cancelled Certificate: 40745.0 Filed and/or Recorded at Nov 7, 2019 3:40 PM Office of the County Recorder/Registrar of Titles Carve County, Minnesota Kaaren Lewis, Registrar of Titles David Fdschmon, Auditor Mary Kaye Wahl, Treasurer Deputy TH / KL Pkg ID: 7101801 Certificate of Real Estate Value Not Required DID: NEW PLAT No delinquent tam Transfer entered Current year tam paid Document Recording fees $ 46.00 Conservation fee $5.00 Deed Tax $ 1.65 Oocum nt Total $ 52.65 Reques'Wg Parry: LAND TITLE INC Pages: 4 Document Number: A686132 Fled and/or Recorded on Nov 7, 2019 3:40 PM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy TH / KL Pkg ID: 7101802 Document Recording Fees $ 46.00 Document Total $ 46.00 Requesting Party: LAND TIME INC Pages: 4 This cover page has been added to the document by Carver County Land Records and is now an official part of this recorded document WARRANTY DEED Business Entity to Business Entity eCRV number: DEED TAX DUE: $1.65 (Top 3 inches reserved for recording data) DATE: October 29, 2019 FOR VALUABLE CONSIDERATION, Lake West Development LLC, a Minnesota limited liability company ( Grantor'), hereby conveys and warrants to The City of Chanhassen, a Minnesota municipal corporation, ('Grantee'), real property in Carver County, Minnesota, legally described as follows: SEE ATTACHED EXHIBIT A 'This deed transfers real property in exchange for $500 or less of consideration.' Check here it all or part of the described real property is Registered (Torrens) together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Check applicable box: ❑ The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed, insert WDC number: ) ❑ 1 am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disdosure certificate. Form 10.1.9 (2013) Grantor: Lake West Development LLC By: Curt Freda Its: Chief Manager LAND TITLE, INC. 220C WS O E 220TY 50ADI C ROSEVILLE. MN 55113 Q a1 rrie No. Sym State of Minnesota, County of A -IT \IP 1r This instrument was acknowledged before me on ? 9LD day of U i ll 20ACA— by Curt Fretham, Chief Manager of Lake West Development LLC, a Minnesota limited liability company. (Stamp) — ANNE KATHRYN LUNDELL Notary Public -Minnesota My c_r E_vt J'n 31, 2021 THIS INSTRUMENT WAS DRAFTED BY: Land Title, Inc. Commercial Dept., 22DD W County Road C Suite 2205 Roseville, MN 55113 LT File No. 599779 Form 10.1.9 (2013) Title (and Rank): , (C, ^r My comnwssion expires: 12 n Z 1 1�9 TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 WARRANTY DEED Business Entity to Business Entity EXHIBIT A Oudots A and B, Glendale Drive Homes, Carver County, Minnesota. Form 10.1.9 (2013) LTI File No. 598779 COMMON INTEREST COMMUNITY NUMBER 165 A Planned Community BOYLAN SHORES DECLARATION THIS DECLARATION, made as of this 12th day of August, 2020 by Laketown Builders, LLC, a Minnesota limited liability company (the "Declarant'), pursuant to the provisions of Minnesota Statutes chapter 515B, known as the Minnesota Common Interest Ownership Act (the "Act'), for the purpose of creating Boylan Shores, a planned community. I11310y0K11M A. Declarant is the owner in fee simple of the real property situated in the. City of Chanhassen, in the County of Carver, in the State of Minnesota, legally described on Exhibit A attached hereto and incorporated herein by reference (the "Subject Property"). B. Declarant has deemed it desirable for the preservation of the value of the Subject Property to submit the same, together with the buildings, structures, improvements, and other permanent fixtures thereon to the provisions of the Act, and to incorporate under chapter 317A of the laws of the State of Minnesota `Boylan Shores Homeowners Association" for the purpose of administering the Subject Property. The Subject Property is not subject to a master association. C. Declarant is about to sell, dispose of, and convey residential lot interests or estates in and to the Subject Property, together with the buildings, structures, improvements, and other permanent fixtures of whatsoever hind thereon, and any and all rights and privileges belonging to or in any way appertaining thereto, and to accomplish this purpose desires to submit the Subject Property to the requirements of the Act. D. Declarant wishes to (i) impose certain covenants, conditions, easements and restrictions with respect to construction upon and the use of the various lots within the Subdivision, (ii) to provide for the enforcement of such covenants, conditions, easements and restrictions, (iii) to provide a means for the imposition and collection of assessments against the various lots to defray the costs of enforcing the provisions of this Declaration, to provide for maintenance, repair and replacement of signs, monuments, a Private Driveway, and surface water drainage facilities for the benefit of all of the current and future owners in the Subdivision, as well as maintenance, repair and replacement of any other common elements now or hereafter owned or maintained by the Association, and (iv) to otherwise provide for the peaceful enjoyment, protection of the value, and reasonable regulation of the Property for all of the owners in the Subdivision. The Subdivision is not subject to a Master Association. NOW, THEREFORE, Declarant, as the sole owner of the Subject Property and for the purposes above set forth, hereby submits the Subject Property to the Act as a planned community under the name `Boylan Shores" and hereby declares as follows: ARTICLE I. DEFINITIONS The following words, when used in this Declaration (unless the context shall prohibit), shall have the following meanings: "Association" shall mean and refer to the Boylan Shores Homeowners Association, a Minnesota nonprofit corporation, its successors and assigns. "Common Area" shall mean and refer to all real property owned by the Association for the common use and enjoyment of the Owners and such other persons to whom the Owners may delegate this right pursuant to this Declaration and to all improvements located thereon and owned or otherwise held by the Association for the common use and enjoyment of said persons. The Common Area owned or to be owned by the Association is legally described on the Plat as Outlot A. "Consumer Price Index" means the Consumer Price Index—All Items, Minneapolis/St. Paul Average, All Urban Consumers as published by the United States Department of Labor's Bureau of Labor Statistics or a similar government index of inflation in the event such index is no longer published. "Declarant" shall mean the period commencing on the date of creation of the common interest community and continuing until the earlier of the date three (3) years after the date of the first conveyance of a unit to a unit owner other than the Declarant, the Declarant's voluntary surrender of control by giving written notice to the unit owners pursuant to Minnesota Statutes sections 515B.1-115 and 515B.3-103(c)(ii), or the date upon which conveyance of sixty-six percent (66%) of the Units to Owners other than Declarant occurs. "Declaration" shall mean this document and all amendments and supplements hereto. "Dwelling" shall mean and refer to any portion of a building situated upon the Subject Property designated and intended for use and occupancy as one residential unit. "Governing Documents" shall mean and refer to this Declaration, and the Articles of Incorporation and Bylaws of the Association, as amended from time to time, all of which shall govern the use and operation of the Subject Property. "Member" shall mean and refer to all Owners who are members of the Association as provided in Article III, section 1, hereof. "Owner" shall mean and refer to the record Owner or contract vendee, whether one or more persons or entities, of a fee simple title to any Unit situated upon the Subject Property but excluding contract vendors, unless the contract provides otherwise, and others having such interest merely as security for the performance of an obligation. "Planned Community" shall mean the real estate, portions of which are designated for separate ownership as Units and the remainder of which is designated as Common Area which is subject to this Declaration. Specifically, as the term is used herein, it means and refers to Boylan Shores, Common Interest Community No. 165, the Planned Community established by this Declaration. "Plat" shall mean the recorded plat depicting the Subject Property pursuant to the requirements of section 515B.2 -110(d) of the Act, and complying with Minnesota Statutes chapter 505, including any amended or supplemental Plat recorded from time to time in accordance with the Act. "Private Driveway" shall mean that part of a Unit paved to connect the Dwelling situated on such Unit to the Private Stmt. "Private Street" shall mean the paved portion of Outlot A of the Plat, inclusive together with any right-of-way. "Subject Property" shall mean and refer to all properties that are subject to this Declaration as defined in Article 11, section 1. "Unit" shall mean any platted lot subject to this Declaration upon which a Dwelling is located or intended to be located, as shown on the Plat, including all improvements thereon, but excluding the Common Elements. ARTICLE II. PROPERTY SUBJECT TO THIS DECLARATION AND USE THEREOF Section 1. Existing Property. The real property which is and shall be held, transferred, sold, conveyed, and occupied subject to this Declaration is located in the City of Chanhassen, County of Carver and State of Minnesota, and is legally described as shown on Exhibit A, all of which real property shall hereinafter be referred to as the "Subject Property". Section 2. Units. There are three (3) Units. No person may create additional Units by the subdivision or conversion of Units pursuant to section 515B.2-112 of the Act. Each Unit constitutes a separate parcel of real estate. The Units shall each be improved with one Dwelling and all Units and Dwellings will be restricted to residential use. Unless stated otherwise in this Declaration, an Owner shall be responsible for maintenance of the Unit and the Dwelling thereon. The identifiers and locations of the Units are shown on the Plat, which is incorporated herein by reference. The identifier for a Unit shall be its lot and block numbers and the subdivision name. The front, rear, and side boundaries of each Unit shall be the boundary lines of the platted lot upon which the Dwelling is located or intended to be located as shown on the Plat. Section 3. Common Area. The Common Area shall be owned by the Association and used for open space, the Private Street, private utilities, and related activities. Maintenance, replacement, repair, and snow removal of the Private Street, sanitary sewer, storm sewer, and water lines on the Common Area are the responsibility of the Association. The Common Area shall be conveyed to the Association as of the date of this Declaration. Section 4. Statement Pursuant to Section 515B.2-105 of the Act. The Community includes shoreland, as defined in Minnesota Statutes section 103F.205 and may be subject to county, township, or municipal ordinances or rules affecting the development and use of the shoreland areas. ARTICLE III. MEMBERSHIP AND VOTING RIGHTS IN THE ASSOCIATION; POWERS OF THE ASSOCIATION Section I. Membership. Every Owner of a Unit which is subject to assessment by the Association shall be a Member of the Association. Membership shall be appurtenant to and may not be separated from Ownership of any Unit which is subject to assessment by the Association. The foregoing is intended to exclude persons or entities holding an interest merely as security for the performance of an obligation, including contract vendors (unless the contract for deed provides otherwise), until such time such person acquires a fee simple interest in such Unit by foreclosure or by a proceeding in lieu thereof, or as to a contract under, until such time as the contract for deed is cancelled. Ownership of such Unit shall be the sole qualification for membership. Section 2. Voting Rights. Each Member shall be entitled to one vote for each Unit owned. When more than one (1) person holds the interest in a Unit, all such persons shall be Members but the vote for such Unit shall be exercised as they among themselves shall determine, subject, however, to the limitation that the voting power for any Unit may not be split. The vote for any Unit which is owned by more than one (1) Member may not be cast at any meeting unless such Members have filed with the Secretary of the Association prior to such meeting the name of one (1) of their number who then shall be the only person authorized to cast such vote at such meeting. In lieu of such filing prior to every meeting, such Members may file a document executed by all of them, designating one (1) of their number as the person authorized to cast their vote at all future meetings and such authorization shall continue to be valid until such time as such authorization shall have been rescinded in writing by all of such Members. Section 3. Suspension of Rights. The right of any Member, the Member's family, or guests to use any recreational facilities that may be acquired by the Association shall be suspended during any period in which such Member shall be in default in the payment of any assessment levied by the Association. Such rights may also be suspended, after notice and hearing, for a period not to exceed sixty (60) days, for any infraction of any rules or regulations adopted by the Association. Section 4. Powers of the Association. Declarant hereby delegates to, and the Association hereby is permitted to, exercise all powers described in the Governing Documents, the Act, and the statute under which it was incorporated. Neither this Planned Community nor the Association is subject to any Master Association. ARTICLE IV. PROPERTY RIGHTS AND OBLIGATIONS IN THE COMMON AREA Section 1. Members' Easement and Enjoyment. Subject to the provisions of section 2 below, every Member shall have a non-exclusive easement of ingress and egress over the Common Area and a non-exclusive easement and right of 4 enjoyment in and to the Common Area, and such easements shall he appurtenant to and shall pass with the title to every Unit. Section 2. Extent of Members' Easements. The rights and easements in favor of the Members created hereby and the title of the Association to the Common Area shall be subject to the following and as further provided herein: (a) The right of the Association, as provided in the Governing Documents, to borrow money for the purpose of improving, repairing, and maintaining the Common Area or any improvements thereon, and in aid thereof to mortgage said properties, which rights of such mortgagee in said properties shall be subordinate to the rights of the Members hereunder; (b) The right of the Association to take such steps as are reasonably necessary to protect the above-described properties against foreclosure; (c) The right of the Association, as provided in the Governing Documents, to suspend the enjoyment rights of any Member for any period during which any assessments remain unpaid, and to suspend the said enjoyment rights for any period not to exceed sixty (60) days and to impose a fine not to exceed Ten Dollars ($10.00) for each infraction of its published rules and regulations, each day during which infractions exist being deemed a separate and distinct infraction; provided, however, that nothing contained in this section 2(c) shall be deemed to deny an Owner access to and from his or her Unit or Dwelling located on the Subject Property or restrain a Member's voting rights; (f) The right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed by the Members. Except for the installation of utilities pursuant to the easements created by Article Dt hereof, no such dedication or transfer shall be effective unless an instrument signed by all Members has been recorded agreeing to such dedication or transfer, and unless written notice of the proposed agreement and action thereunder is sent to every Member at least ninety (90) days in advance of any action taken. The consent requirements of Article M, section 5, must also be met to effect a valid dedication or transfer; (e) Rights, if any, of the City of Chanhassen to maintain the Common Area in the event of failure by the Association to do so; (f) Utility and drainage easements to install sewer, water, gas, electric and telephone lines, transformers, towers, poles, lighting fixtures, pipes, conduits, cables, wires, drainage channels, and other utility facilities, including the right of access thereto for the purpose of constructing, installing, repairing, maintaining, altering, and modifying, any such facilities; (g) Encroachments, if any, created pursuant to section 5 of this Article. Section 3. Delegation of Use. Any Owner may delegate, in accordance with the Bylaws, his or her right of use and enjoyment to the Common Area and facilities to the members of his or her family or to his or her tenants who reside on the Subject Property, guests and invitees, subject to the limitation contained in Article VIII, section 7 regarding rental of Dwellings. Section 4. Taxes and Municipal Special Assessments on Common Areas. Taxes and special assessments that would normally be levied against the Common Area shall be divided and levied against the individual Units in the Subject Property in equal proportion, or as the governmental taxing authorities shall determine, which levies shall be a lien against said individual Units. Section 6. Parking Rights. Ownership of each Unit shall entitle the Owner to the right of ingress and egress in and to the Owner's garage and the right to exclusive use of the driveway/parking pad located adjacent to the Owner's Unit. Section 7. Association's Easements. The Association or its agents or employees shall have the right to go upon any Unit in connection with the maintenance or repair of the Common Area or any improvements thereon or in connection with its maintenance responsibilities set forth in Article XII. Section 8. Amendment. No amendment of this Article or these Declarations shall in anyway restrict an Owner, it's tenants, guests, or invitees, access to and from his or her Unit or Dwelling located on the Subject Property. ARTICLE V. SPECIAL DECLARANT RIGHTS Section 1. Reservation of Rights. The Declarant shall have and hereby reserves for its benefit the exclusive and unconditional right to: (a) Complete any improvements indicated on the Plat; (b) Maintain a sales office, a management office, model Units and Dwellings, sales and rental facilities and signs advertising the Subject Property within the Common Area and/or any Units owned by the Declarant from time to time, located anywhere on the Property; (c) Merge the Planned Community with any other planned community (as defined in the Act); (d) Use easements with the Subject Property for the purpose of constructing and installing common elements and otherwise making improvements on the property; (e) Enter into easements on the Association's behalf with adjoining landowners for use and maintenance of the Common Areas and shared driveways, access points, and trails; (f) Control the operation and administration of the Association, including without limitation the power to appoint and remove the members of the Board of Directors of the Association pursuant to section 515B.3-103 of the Act, until the earlier of the voluntary surrender of control by Declarant or the end of the Declarant Control Period; (g) to review, and approve or disapprove, the exterior design, materials, size, site location, and other exterior features of buildings and other structures, landscaping and other exterior improvements, located within the common interest community, and any modifications or alterations thereto; and Additionally, during the Declarant Control Period, Declarant's written consent shall be required for any amendment to the Governing Documents which directly or indirectly affects or may affect Declarant's rights under the Governing Documents. Section 2. Declarant's Easement. The Declarant shall convey fee simple title to the Common Area to the Assgciation as of the date of conveyance of any Unit to an owner other than Declarant; provided, however, that Declarant shall have and does hereby reserve the right and easement to enter upon and pass through, on, and over such Common Area for the purpose of maintaining, developing, and improving the Common Area, or Units, and marketing and selling Units, and provided further that Declarant may place a mortgage or other lien upon the Common Area in connection with the development and improvement thereof; but any and all such mortgages and liens shall be released as to the Common Area prior to conveyance thereof to the Association. The Declarant shall improve the Common Area, in locations selected by it and pursuant to its plans and specifications, with paths, landscaping, and such other improvements and amenities as the Declarant shall determine. The Association shall at all times have responsibility for management and maintenance of the Common Area and shall govem and control the same to the same extent as if the Common Area were owned by the Association, except for the rights and easements of Declarant provided in this section 2. The cost of such maintenance shall be assessed against the various Units as set forth in Article VI herein. ARTICLE VI. COVENANTS FOR MAINTENANCE ASSESSMENTS Section 1. Creation of the Lien and Personal Obligations of Assessments. The Declarant, for each Unit owned by it within the Subject Property, hereby covenants, and each Owner of any Unit by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, is deemed to covenant and agree to pay to the Association: (a) annual assessments or charges; and (b) special assessments. Such assessments, together with interest, costs of collection, and reasonable attorneys' fees, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with interest, costs of collection, and reasonable attorneys' fees, shall also be the personal obligation of the person who was the Owner of such property at the time when the assessment fell due. The personal obligation for delinquent assessments shall not pass to his or her successors in title unless expressly assumed by them, but may continue to be a lien on the Unit. No Owner may avoid the lien of, or personal liability for, such assessment by nonuse of the Common Area or abandonment of the Owner's Unit. All assessments shall be fixed, established, and collected in the manner provided in this Article. A lien created under this Article is prior to all other liens and encumbrances on a Unit except: (i) liens and encumbrances recorded 7 before the Declaration; (ii) any first mortgage encumbering the fee simple interest in the unit; and (iii) liens for real estate taxes and other governmental assessments or charges against the unit. Section 2. Purpose of Assessments. The assessments levied by the Association shall be used exclusively to promote the recreation, health, safety, and welfare of the residents in the Subject Property and for the improvements and maintenance of the Common Area and other areas that the Association is obligated to maintain, including but not limited to the stormwater facility as depicted on Exhibit B, as provided herein. The annual assessments shall be payable in regular installments and shall be used for (but not limited to) hazard insurance for Common Area and Dwellings; maintenance to be perforated by the Association pursuant to Article JOI; an adequate reserve fund for maintenance, including, repairs, and replacement of the Common Area and improvements thereon and other areas that must be replaced on a periodic basis; and maintenance, repairs, and replacement of water, sewer, and the utility lines and fixtures that are not the responsibility of the City of Chanhassen, which serve the Common Area or any Unit. Said annual assessments shall also be used for maintenance and replacement of lawn, landscaping, and shrubbery on Common Areas, for snow removal on the Common Area, including the Private Street. Section 3. Basis and Maximum of Annual Assessments. Except as provided in section 8, below, annual and special assessments shall be levied equally between all the Units and may be collected on a monthly basis, provided, however, that assessments arising out of the negligence or nonperformance of any obligation of an Owner shall be for additional nonuniform amounts and shall be immediately due in full from the Owner and assessments against fewer than all Units shall be set pursuant to section 7, below. In addition, upon determination by the Board, the costs of insurance may be assessed in proportion to risk or coverage of the Unit being assessed. Section 4. Special Assessments. In addition to the annual assessments authorized by section 3 hereof, the Association may levy in any assessment year a special assessment applicable to that year only for the purpose of defraying, in whole or in part, the cost of any emergency or unbudgeted expense, provided that any such assessment shall have the assent of Members holding at least a majority of the voting power of the Association and who are voting in person or by proxy at a meeting duly called for this purpose. Section 5. Change in Basis and Maximum of Annual Assessments. The limitations of section 3 hereof shall not apply to any change in the maximum and basis of assessments undertaken as incident to a merger or consolidation in which the Association is authorized to participate. The consent requirements of Article XI, section 5, must also be obtained to effect a valid change in the method of determining the assessments. Section 6. Notice and Quorum for Any Action Authorized Under Sections 3 and 4. Written notice of any meeting of the general membership required for an action authorized under sections 3, 4, or 5 shall be sent to all Members not less than thirty (30) nor more than sixty (60) days in advance of the meeting. At the first such meeting called, the presence of Members or of proxies entitled to cast sixty percent (60%) of the entire voting power of each class of membership shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement, and the required quorum at the subsequent meeting shall be one-half of the quorum required at the preceding meeting. No such subsequent meeting shall be held more than sixty (60) days following the preceding meeting. Section 7. Annual and Special Assessments. Except as provided in section 8, below, both annual and special assessments must be allocated equally between all the Units. This requirement shall not apply to: (a) Common expenses or portions thereof benefiting fewer than all of the Units, which may be assessed exclusively against those Units benefited in equal proportion; (b) Reasonable attorneys' fees incurred by the Association in connection with the collection of assessments or the enforcement of the Governing Documents or the Rules against a Member, which may be assessed against the Member's Unit; (c) Fees and charges, interest, fines, and late charges for: services provided to specific Units, late payments of assessments, violations of the Governing Documents or Rules, fees for preparation of Association documents, resale certificates, etc.; and (d) Willful or negligent acts as set forth in section 11 hereof. Section 8. Alternate Common Expense Plan for Declarant. The Declarant hereby establishes an alternate common expense plan as permitted by Minnesota Statutes section 515B.3-115(a)(2)(i). Specifically, if a common expense assessment has been levied, the Declarant's common expense liability, and the corresponding assessment lien against Units owned by the Declarant, shall be limited to: (a) paying when due, the full share of replacement reserves allocated to the Units owned by the Declarant; and (b) paying when due, all accrued expenses of the Association in excess of the aggregate assessments payable with respect to Units owned by Owners other than the Declarant. Section 9. Date of Commencement of Annual Assessments; Due Dates. The annual assessments provided for herein shall commence as to all Units on the date that the first Unit is sold to an Owner other than Declarant (or their affiliates). The first annual assessment shall be made for the balance of the calendar year and shall become due and payable in equal installments on payment dates to be established by the Board of Directors. The amount of annual assessment which may be levied for the balance remaining in the first year of assessment shall be an amount which bears the same relationship to the annual assessment provided for in section 3 hereof as the remaining number of months in the year bear to twelve. The same reduction in the amount of the assessment shall apply to the first assessment levied against any property which is hereafter added to the properties now subject to assessment at a time other than the beginning of any assessment period. The due date of any special assessment under section 4 shall be fixed by the resolution authorizing such assessment. Section 10. Duties of the Board of Directors. The Board of Directors of the Association shall fix the amount of the assessment against each Unit for each assessment period at least thirty (30) days in advance of such date or period. Written notice of the assessment shall be sent to every Owner subject thereto, provided, however, that the failure to send such written notice shall not render any assessment invalid. The Board shall have the right to collect any annual or special assessment on a monthly basis. The Association shall, upon demand, and for a reasonable charge, furnish a certificate in writing signed by an officer of the Association setting forth whether the assessments on a given Unit have been paid. Such certificate shall be conclusive evidence of payment of any assessment therein stated to have been paid. Section 11. Assessment of Cost Due to Willful or Negligent Acts. If the need for maintenance or repair is due to the willful or negligent acts of an Owner or the Owner's family, guests, tenants, or invitees, the cost of such maintenance less the net insurance proceeds received by the Association due to such act or neglect, if any, shall be assessed against such Owner's Unit and shall be added to and become a part of the current annual assessment against that Unit and, at the option of the Board, shall be payable in full with the next monthly installment of the then -current annual assessment, or divided equally over the remaining months for the then -current annual assessment and payable with and in addition to the monthly installments of the then -current annual assessment. Section 12. Effect of Nonpayment of Assessments: Remedies of the Association. Any assessment not paid within thirty (30) days after the due date shall bear interest from the due date at the rate of eight percent (8%) per annum. The Association may bring: (a) an action at law against the Owner personally obligated to pay the assessments; and/or (b) foreclose its lien for the amounts owed by the Owner. To evidence a lien for sums assessed pursuant to this Article, the Association may prepare a written notice of lien setting forth the amount of the assessment, the date due, the amount remaining unpaid, the name of the Owner of the Unit, and a description of the Unit and file or record the same, but such notice of lien shall not be recorded until such assessment has been wholly or partially unpaid for at least thirty (30) days from the due date. Such lien may be enforced and foreclosed by the Association in the same manner in which mortgages on real property may be foreclosed by action or by advertisement under a power of sale in Minnesota. Each Owner, by acceptance of a deed for any Unit, does further hereby give full and complete power of sale to the Association and does consent to a foreclosure of the assessment lien as if such lien were a mortgage containing a power of sale. In the event of any such foreclosure, and in the further event that the Association shall prevail in any such foreclosure, the person personally obligated to pay the same shall be.required to pay all costs of foreclosure, including but not limited to, reasonable attorneys' fees. The person personally obligated to pay such lien shall also be required to pay the Association any assessments against the Unit which shall become due during the period of foreclosure. The Association shall have the right and power to bid at the foreclosure sale or other legal sale and to acquire, hold, convey, lease, rent, encumber, use, and otherwise deal with the Unit as the Owner thereof. Prior to reselling the Unit after foreclosure, no assessments shall be levied against the subject Dwellings; provided, however, that if the Association rents or leases the Dwelling, the Association shall once again have the right to levy assessments against said Dwelling. A release 10 or satisfaction of the notice of lien shall be executed by an officer of the Association and recorded upon payment of all sums secured by such lien. Section 13. Subordination of Lien to Mortgages. The lien of the assessments provided for herein shall be subordinate to the lien of any fust mortgage now or hereafter placed upon a Unit. Sale or transfer of any Unit shall not affect the assessment lien. However, the sale or transfer of any Unit pursuant to mortgage foreclosure or any proceeding in lieu thereof (including the delivery of deed in lieu thereof) shall extinguish the lien of such assessments as to payments which become due prior to such sale or transfer. No sale or transfer shall release such Unit from liability for any assessments thereafter becoming due, nor from the lien of any such subsequent assessments. All other parties acquiring liens on any Unit after this Declaration is recorded shall be deemed to consent that their liens shall be and remain inferior to future liens provided for herein. The Association shall, upon written request, report to any first Mortgagee or other encumbrancer of a Unit the amount of the assessments remaining unpaid for a period longer than ninety (90) days after the same shall become due. Section 14. Exempt Property. The following property subject to this Declaration shall be exempt from the assessments, charges, and liens created herein: (a) All properties dedicated and accepted by the local public authority and devoted to public use; (b) All properties exempted from taxation by the laws of the State of Minnesota upon the terms and to the extent of such legal exemption; and (c) All Common Areas as defined in Article I hereof. (d) Notwithstanding any provision herein, no land or improvements devoted to dwelling use shall be exempt from said assessments, charges, or liens. ARTICLE VII. ARCHITECTURAL CONTROL COMMITTEE No construction of a Dwelling shall be permitted upon a Unit until the plans and specifications showing the nature, kind, shape, height, materials, location and approximate cost of same shall have been submitted to and approved in writing as to harmony of the external design and location in relation to surrounding buildings erected upon the Subject Property by an architectural committee composed of the Board of Directors of the Association or three (3) or more representatives appointed by the Board of Directors. In the event said Board or its designated committee fails to approve or disapprove such design and location within thirty (30) days after said plans and specifications have been submitted to it, such approval shall be deemed to have been given. If no application has been made to the architectural committee or their representatives, or if such application has been rejected, a suit to enjoin or remove such additions, alterations or changes may be instituted at any time by the Association or any Owner, in which suit the Association or any Owner shall have the right to collect reasonable attorneys' fees, costs and expenses. None of the members of the architectural committee shall be entitled to any compensation for their services performed pursuant to this paragraph, but compensation may be I1 allowed to independent professional advisors retained by such committee. During the Declarant Control Period, all decisions of the architectural committee may be vetoed by the Declarant. Notwithstanding the foregoing, Declarant's written consent shall also be required for alterations until Declarant no longer owns any unsold Unit. In addition, any alteration shall comply with City of Chanhassen building permit as applied to Property. ARTICLE VIII. BUILDING, USE, AND CONVEYANCE RESTRICTIONS Section 1. Land Use. No Unit shall be used except for residential purposes. Section 2. Nuisances. No noxious or offensive activities shall be carried on upon any Unit, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. Section 3. Pets. No animals, including household pets, shall be kept, bred, or maintained for any commercial purpose. Section 4. Garbage and Refuse Disposal. No Unit shall be used or maintained as a dumping ground for rubbish. Trash, garbage, or other waste shall be kept in sanitary containers and no exterior burning of household refuse shall be done. Section 5. Prohibited Structures, Window Treatments, and Lawn Ornaments. No garage shall be used at any time as a residence either temporarily or permanently. Window treatments must be in harmony with the design of the Dwelling and the surrounding area and must be properly installed. No blankets, sheets, loose fabric, or excessively -brightly colored window treatments shall be permitted. Section 6. Time Shares. The time share form of ownership, or any comparable form of lease, occupancy rights, or ownership which has the effect of dividing the ownership or occupancy of a Unit into separate time periods, is prohibited. Section 7. Rental of Dwellings. A Dwelling may be rented by the Owner provided that any such tenancy of a Unit shall be pursuant to a written lease, between an Owner and a tenant and shall provide that the terms of the lease shall be subject in all respects to the provisions of the Governing Documents and rules of the Association, that any failure by the tenant to comply with the terms of the Governing Documents or the rules shall be a default under the lease, and that the Association shall have the right to enforce the terms of the Lease, the Governing Documents or the Association rules by any legal means including, if necessary, by eviction of the tenant. In no event, however, shall a Dwelling be rented by the Owner for transient or hotel purposes, which shall be defined as: (a) Rental for any period less than 6 months, or 12 (b) Any rental if the occupants of the Dwelling are provided customary hotel services, such as room service for food and beverage, maid service, furnishing laundry and linen, or bellboy service. Section 8. Restrictions on Conveyance of Outlots B and C. (a) Any conveyance of Lot 3, Block 1 must include the conveyance of Outlot B. Any instrument intending to split Outlot B or convey Outlot B separate from Lot 3, Block 1 is void ab initio. (b) Any conveyance of Lot 2, Block I must include the conveyance of Outlot C. Any instrument intending to split Outlot C or convey Outlot C separate from Lot 2, Block 1 is void ab initio. (c) This restriction on conveyance shall be appurtenant to and shall run with the land. (d) This section shall not be amended without the approval of the City of Chanhassen. ARTICLE DL EASEMENTS Section 1. Utilities and Drainage Easements. Easements for installation and maintenance of utilities, drainage facilities, stormwater facilities are hereby created and dedicated in, over and upon the Common Area owned by the Association and the stormwater facility depicted on Exhibit B. Within these easements, no structure, fence, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change the direction or flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainage channels in the easements, or which may interfere with snow plowing or snow storage within these easements. Section 2. Water and Electricity Easements. The rights and easements of enjoyment by the Owner of each Unit and the title of such Owner in said Unit shall be subject to the rights of the Association to an exclusive easement on and over said Unit for the purpose of installing and maintaining a source of water and electricity from Dwellings to serve the Common Area. If water or electricity taken from such Unit is used to serve the Common Area and such water and electricity is not separately metered, the Association and the Owner of the affected Unit shall agree on a reasonable method and amount of compensation payable therefore by the Association to the Owner. In the event that the parties cannot agree on a reasonable method and amount of compensation, each party shall choose one arbitrator and the two (2) arbitrators shall choose a third arbitrator and the decision of the majority of all arbitrators shall be final and conclusive of the method and amount of compensation to be paid. 13 ARTICLE X. INSURANCE Section 1. Required Coverage. The Association shall obtain and maintain, at a minimum, a master policy or policies of insurance in accordance with the insurance requirements set forth in the Act. The Association may also obtain and maintain the following types of insurance: (a) Fidelity bond or insurance coverage against dishonest acts on the part of directors, officers, manager, trustee, employees or persons responsible for handling funds belonging to or administered by the Association if deemed to be advisable by the Board. (b) Workers' Compensation insurance as required by law. (c) Directors and officers liability insurance with such reasonable limits and coverages as the Board shall determine from time to time. (d) Such other insurance as the Board may determine from time to time to be in the best interests of the Association and the Owners. Section 2. Premiums a Common Expense. Insurance premiums paid by the Association shall be an expense of the Association to be included in the regular annual assessments of the Owners, as levied by the Association. Section 3. Replacement or Repair of Property. Any portion of the Subject Property that has been damaged or destroyed by a loss covered by the Association's insurance shall be promptly repaired or replaced by the Association. The cost of repair or replacement of Common Area in excess of insurance proceeds and reserves shall be paid as a common expense. Section 4. Review of Policies. All insurance policies shall be reviewed at least annually by the Board of Directors in order to ascertain whether the coverage contained in the policies is sufficient to make any necessary repairs or replacement of the property which may have been damaged or destroyed. ARTICLE XL SPECIAL PROVISIONS Section 1. Overriding Provisions. The provisions of this Article take precedence over any other conflicting provisions of this Declaration. Section 2. Notice of Default. A first mortgagee of a Unit, upon request, is entitled to written notification from the Association of any default in the performance by the Owner of any obligation under the Governing Documents known to the Association which is not cured within sixty (60) days. 14 Section 3. Exemption From Right of First Refusal. Any first mortgagee of a Unit who obtains title to a Unit pursuant to the remedies provided in its mortgage, or by foreclosure of its mortgage, or by deed or assignment in lieu of foreclosure, will be exempt from any right of first refusal contained in the Declaration or By -Laws. Section 4. Liability for Unpaid Assessments. Any first mortgagee of a Unit who obtains title to a Unit pursuant to the remedies provided in its mortgage or by foreclosure of its mortgage shall not be liable for the unpaid assessments of the Unit which accrue prior to the acquisition of title to such Unit by the mortgagee. Section 5. Restricted Activities. Until the Association has received written approval from all of the first mortgagees of Units, all Owners other than the Declarant and, during the Declarant Control Period, the Declarant, the Association shall not be entitled to: (a) By act or omission seek to abandon, partition, subdivide, encumber, sell, or transfer the Common Area owned, directly or indirectly, by the Association for the benefit of the Units. The granting of easements for public utilities or for other public purposes consistent with the intended use of such Common Area shall not be deemed a transfer within the meaning of this subsection; (b) Change the method of determining the obligations, assessments, dues, or other charges which may be levied against an Owner; (c) By act or omission change, waive, or abandon any scheme or regulations, or enforcement thereof; pertaining to the architectural design or the exterior appearance of Dwellings, the maintenance of the Common Area, party walls or common fences and driveways, or the upkeep of lawns and plantings; (d) Fail to maintain first and extended coverage on insurable Common Areas on a current replacement cost basis in an amount not less that one hundred percent (100%) of the insurable value, based on current replacement costs; or (e) Use hazard insurance proceeds received for losses to any Common Areas other than for the repair, replacement or reconstruction of such Common Areas. Section 6. Examination of Books and Records. First mortgagees shall have the right to examine the books and records of the Association. Section 7. Right to Cure Default. First mortgagees may, jointly or singly, pay taxes or other charges which are in default and which may or have become a charge against any Common Area and may pay overdue premiums in hazard insurance policies or secure new hazard insurance coverage on the lapse of a policy for the Common Area, and fust mortgagees making such payments shall be owed immediate reimbursement therefor from the Association. Section 8. Priority of First Mortgagees. No provision of the Declaration or Bylaws shall be construed as giving to the Owner or to any other party priority over any rights of first mortgagees of Units pursuant to their mortgages in 15 the case of a distribution to Owners of insurance proceeds or condemnation awards for losses to or a taking of Common Area. Section 9. Foreclosure of First Mortgages and Contracts. The sale or transfer of any Unit pursuant to the foreclosure of a first Mortgage, or pursuant to any other proceeding or arrangement in lieu of such foreclosure or cancellation, shall extinguish the lien of all other assessments as to the installments which became due prior to the effective date of such sale, transfer or acquisition by the Mortgagee to the end that no assessment liability shall accrue to an acquiring Mortgagee except with respect to installments of assessments becoming due after possession has passed to such acquiring Mortgagee, whether such possession has passed at the termination of any period of redemption or otherwise; provided, however, that if a first mortgage on a Unit is foreclosed, the first mortgage was recorded after June 1, 1994, and no Owner redeems during the Owner's period of redemption provided by Minnesota Statutes chapters 580, 581, or 582, then the holder of the sheriffs certificate of sale from the foreclosure of the first mortgage shall take title to the Unit subject to unpaid assessments for Common Expenses levied pursuant to sections 515B.3-115 (a), (e)(1) through (e)(5), (f), and (i) of the Act, which became due, without acceleration, during the six months immediately preceding the fust day following the end of the Owner's period of redemption. In the event of the extinguishment of such assessment lien as aforesaid, the entire amount of such unpaid assessment shall be reallocated and assessed against, and payable by the Owners of; all other Units in the Association, exclusive of such encumbered Unit. No such sale, transfer, or acquisition of possession shall relieve an Owner of a Unit from liability for any assessments thereafter becoming due or from the lien thereof, nor shall it relieve the person personally obligated to pay the assessments which were levied prior to the transfer of such Unit from the personal obligation to pay the same. ARTICLE XII. MAINTENANCE Section 1. Mandatory Maintenance, The Association, subject to the rights of the Owners as set forth in this Declaration, shall be responsible for, and be vested with, the exclusive management and control of the Common Area, the stormwater facility as depicted on Exhibit B, and all improvements thereon (including furnishings and equipment related thereto), and shall keep the same in good, clean, attractive, and sanitary condition, order and repair (consistent with its natural character). The Association shall remove snow from the Public Street portion of the Common Area. Section 2. Maintenance by Owner. Except for the maintenance to be provided by the Association in Article XII, Section 1, all maintenance of the Dwellings, sidewalks, driveways, and Units shall be the sole responsibility and expense of the Owners thereof. The Association may require that any exterior maintenance to be performed by the Owner by accomplished pursuant to specific uniform criteria established by the Association. Section 3. Easement for Access. In accordance with the Stormwater Maintenance Agreement/Best Management Practice Facilities and Easement Agreement (" Stormwater Maintenance Agreement") entered into between the Declarant and the City of Chanhassen, the Association, hereby grants the City of Chanhassen, 16 its authorized agents and employees the authority, in perpetuity, to enter upon Lots 1 through 3 and Outlot A of the Property to inspect the stormwater management/BMP facilities and to make any repairs in accordance with the Stormwater Maintenance Agreement, including excavation and the storage of materials and equipment. • !II u11ID►Y 14u : 1► Section 1. Total Taking of Unit and Dwelling. If a Unit and Dwelling is acquired by eminent domain, or if so much of a Unit and Dwelling is acquired by eminent domain as to effectively leave the Owner with a remnant which may not practically or lawfully be used for any purpose permitted by this Declaration, the award, including severance damages, shall compensate the Owner of the Unit and Dwelling and holder of a first mortgage or other security interest of record as their interests may appear. Any such remnant of a Unit and Dwelling remaining after part of a Unit and Dwelling is taken shall be conveyed to the Association and shall thereafter be Common Area. The voting rights and liability for expenses attributable to the Unit and Dwelling acquired by eminent domain shall be reapportioned among the remaining Units: Section 2. Partial Taking of Unit and Dwelling. Unless treated as a total taking under section 1, if part of a Unit and Dwelling is acquired by eminent domain, the award shall compensate the Owner and first mortgagee of the Unit and Dwelling as their interests may appear for the reduction in value of the Unit and Dwelling. A partial taking of a Unit or Dwelling shall not affect the voting rights or liability of that Unit or Dwelling for common expenses. Section 3. Taking of Common Area. If part of the Common Area is acquired by eminent domain, the award shall be paid to the Association. The Association shall divide any portion of the award not used for any restoration or repair of the remaining Common Area among the Owners and first mortgagees as their interests may appear in proportion to their votes in the Association before the taking. ARTICLE XIV. GENERAL PROVISIONS Section 1. Enforcement. The Association or any Owner shall have the right to enforce, by a proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter unposed by the provisions of this Declaration. Failure by the Association or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. Section 2. Rules and Regulations. The Association may make reasonable rules and regulations governing the use of the Units and of the Common Areas, which rules shall be consistent with the rights and duties established in this Declaration. The Declaration shall supersede any conflicting rules by the Association. 17 Section 3. Severability. Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way effect any other provisions which shall remain in full force and effect. Section 4. Enforcement and Amendment. The covenants and restrictions of this Declaration shall run with and bind the land, and shall inure to the benefit of, and be enforceable by, the Association or the Owner of any Unit subject to this Declaration, their respective legal representatives, heirs, successors and assigns. Except as provided in the Act or as hereinafter provided, the covenants and restrictions of this Declaration may be amended only by the assent of Members holding a majority of the voting power of the Association. Any amendment must be properly recorded and a recorded certificate of the Secretary of the Association certifying that the amendment was approved by Members holding at least a majority of the voting power of the Association shall be sufficient evidence of such fact. The prior written approval of all the first mortgagees of Dwellings or Owners other the Declarant shall be required for any amendment of this Declaration which would affect the right of the Association to do any of the acts specified in Article XI, section 5(a), (b), (c), (d), and (e). Unless and until the Private Street, stormwater treatment devices are dedicated and accepted by the City of Chanhassen or County of Carver, and the maintenance requirements are transferred thereby, no amendments to this Declaration modifying the responsibility of the Association to provide funding for and maintenance of the Common Area shall be authorized. Section 5. Notices. Any notice required to be sent to any Member or Owner under the provisions of this Declaration shall be deemed to have been properly sent when mailed postage -paid to the last ]mown address of the person who appears as Member or Owner on the records of the Association at the time of mailing. Section 6. Mergers. Upon a merger or consolidation of the Association with another corporation as provided in its Articles and Bylaws, its properties, rights and obligations may, by operation of law, be transferred to another surviving or consolidated association or corporation, or alternatively, the properties, rights, and obligations of another corporation may, by operation of law, be added to the properties, rights, and obligations of the Association as a surviving corporation pursuant to a merger. The surviving or consolidated corporation may administer the covenants and restrictions established upon any other properties as one scheme. No such merger or consolidation, however, shall effect any revocation, change or additions to the covenants established by this Declaration within the Subject Property except as hereinabove provided. Section 7. FHA Approval. During the Declarant Control Period and if required by Federal Housing Administration rules or regulations, the following actions will require the approval of the Federal Housing Administration: Annexation of additional properties, dedication of Common Area, and amendment of this Declaration. 18 IN WITNESS WHEREOF, the undersigned, being the Declarant herein, has hereunto caused these presents to be executed this O:tr day of } 20 Z6. Laketown Builders, LLC. a Minnesota limi Ii ility company By: Dale Willenbring Its: President 19 STATE OF MINNESOTA l fl COUNTY OF CARVER ss. On this 12t' day of ,..+- 2020, before me, a Notary Public, personally appeared Dale Willenbring, to me r6rsonally known, who, after being first duly swom, did state that he or she is the President of Laketown Builders, LLC, a Minnesota limited liability company, and that he or she signed the same on behalf of said corpora ' JACOB RICHARD GRAS' Notary Rkiomnr Myeannw�en EvPkW Jrn 21, 2= Notary Pu c THIS INSTRUMENT WAS DRAFTED BY: Grasse( Law, PLLC Jacob R. Grasse], Esq. 11985 Technology Dr., Suite 220 Eden Prairie, MN 55344 (952)432-0028 20 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS BOYLAN SHORES Subject Property Lots 1 through 3, inclusive, Block 1, Boylan Shores; and Outlot A, Outlot B, and Outlot C, Boylan Shores, Carver County, Minnesota. Together with appurtenant easements of record. 21 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS BOYLAN SHORES Stormwater Facility 22 Exhibit B - Stormwater Facility --T— _---� � _______------------ GLENDALE � ,I ili it I � I it ili it I I � III III III I I it ili it <i I Lor , Cy1 L- _JL JIL_ I AIMMA N� , �------- --n I Ir--- T------------------ - -- _ - li ilir i III II'I / I I III / / DRIVE HOMES LOT C I Ih LOT ♦ LOT s -r- BLOCK 1 III III / A/ _J L------------ J.L Cj z / I I o L — — — — — —=1pproximate location — — — — — — - — — L•, , stormwa er facility I III 2 BLOCK 2 I, Ii GO ___JII L________J rte• ,C'a'n-.f^''�.• ' -- 14��.Mw'n^ / I______Lor �_____ /jy ,.— Lore � ~�'• CriP.L I BLOCK 1 STRA7FORD. l 1 �t1OGE � r / r--�---7 / OUTLOT B ouw C LANE MINNEWASHTA CAMPION '^'�L'�M I BOYLAN SHORES e.I COMPOSRE UT1LffV PLAN I ig-031 e. ENGINEERING LAKETOWN HOMES SERVICES,INC. 11. ,.......I ......� curm AIn • nC m CuccTC �1 wI �Ir Af RML( r / r--�---7 / OUTLOT B ouw C LANE MINNEWASHTA CAMPION '^'�L'�M I BOYLAN SHORES e.I COMPOSRE UT1LffV PLAN I ig-031 e. ENGINEERING LAKETOWN HOMES SERVICES,INC. 11. ,.......I ......� curm AIn • nC m CuccTC �1 (Rese-edfor Recording Data) MORTGAGE HOLDER CONSENT TO PLAT THIS CONSENT TO PLAT, made this a'3 r& day of�)L' 6_ 2020, is granted by SECURITY BANK & TRUST COMPANY, organized and exrstmg under the laws of the State of Minnesota. For One Dollar and other good and sufficient consideration, in hand received, Security Bank & Trust Company, which holds a mortgage executed by Laketown Builders, LLC, f/k/a Laketown Homes, LLC, a Minnesota limited liability company, on the property legally described on Exhibit "A" attached hereto and made a part hereof, which mortgage is dated July 30, 2019 and recorded August 7, 2019, as Carver County document number A681140, hereby consents to the platting of land in Carver County to be known as BOYLANSHojim. This consent is irrevocable and Security Bank & Trust Company, agrees to cooperate in the signing and filing of any and all documents which may be necessary for the filing of a plat with respect to this property. SECURITY BANK & TRUST COMPANY By: Tom. �LY� [print name] Its[title] And P d S [print name] Its C -f, 1061 1(Vsibnt' [title] 210948vl STATE OF MINNESOTA ) )ss. COUNTY OF C-&4',ur ) The foregoing instrument was acknowledged before me this day of, 2020, nby Kr {� and Qr, _ p� respectively the ilfr nt F� �; n and Sr. 4 &L- (vs% p r of Security Bank & Trust Company, organized and existing under the laws of the State of Minnesota, on behalf of the entity. WaitA... Notary Public KARIAM8fl = IVM C�it�Blrl�Al:: DRAFTED BY: CAMPBELL KNITr90N, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 AMP 210948v1 EXHIBIT "A" TO MORTGAGE HOLDER CONSENT TO PLAT OF BOYLAN SHORES LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot B, GLENDALE DRIVE HOMES, according to the record plat thereof, Carver County, Minnesota. "b The north 18.50 feet of Lot 1, Block 2, COUNTRY OAKS, according to the recorded plat thereof, Carver County, Minnesota. That part of Government Lot 5, Section 5, Township 116, Range 23 West, Carver County, Minnesota, being described as follows: Beginning at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 162.5 feet; thence East and parallel with the South line of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning. EXCEPT that part described as follows: Commencing at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet; thence South 132.50 feet at right angles to said South line of Government Lot 5; thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning. 210948v1 Public services 11%6iu, Encvumnental Senior Ikparan t Cinverwas tcroser Subsurface Sewage Treatment System (SSTS, elyrl Farr6 �eees Fit CAR CV R ssns Property Transfer Disclosure Form ss�-.ixl_tKr COUNTY assuitivivo—er— Property Information„�di PID No.(s): �,C C Q `ikAK.fA lj! J91 � JL {:1 JA 1"aj Address of Property: xxx Country Oaks Drive Seller's Name. Richard Dorsey and Susan Haun-Dorsey Seller's Address: 3931 Country Oaks Drive, Excelsior, MN 55331 Buyer's Name: Laketown Builders, LLC Buyers Address: PO Box 89, Waconia, MN 55387 Indicate which condition applies to this transfer SSTS has a valid Certificate of Compliance (COC). (Attach the COC.) SSTS was issued a Notice of Noncompliance or is known to be Noncomdianl. (An escrow agreement must be established and attached) The compliance inspection may be postponed t an SSTS Inspector determines that a compaance inspection cannot be completed due to frost or adverse winter conditions AND the transfer occurs berween November tat and April 30m. The Buyer must have the compliance inspection completed and submitted to the Environmental Services Department by the following June 1st after the closing date- (An escrow agreement must be established and attached.') SSTS Impactor: I hereby certify that the compliance inspection cannot be completed due to extenuating circumstances. Signed: License No: Date: Buyer: I agree to have the compliance inspection done and assume full responsibility for the current operational status of the SSTS and any replacementfrepair, 0 necessary. Signed: Date: SSTS has a curtain or interceptor drain installed. Sellerlbuyer must enter into a Monitoring Agreement with Carver County. (An escrow agreement must also be established and attached.') Property has received an annexation letter from a city stating that sewer services wile be provided in a specified time. \/ (An escrow agreement must be established and attached with the annexation leder, ') /.. The MPGA. Existing SSTS Compliance Inspection Form need not be obtained R the sale a transfer nvolves one of the exemptions below, per Carver County Chapter 52. Exemptions yes No 1. Is the tract of lard vacant (without buildings) or contains no structures with plumbing fixtures? 2 Have as of the SSTS on the property haen property abandoned? (Attach the MPCA's SSTS Abandonment Reporting Form.) 3. Is the transfer exempt from the requirement of filing a Certificate of Real Fstate Value with he County Audaor, as described in Minnesom Statutes. section 272.115? 4. Is the transfer a foreclosure or tax forfedure? (This subsection applies orgy for the transfer lion, the original mortgagee, to the finanaailendivg aisoti bon a Local Unit of Government. The subsequent transfer shall meet the moueements of this Chapter.) 5. Is the transfer a refinance of the property? 6. Is the sale or transfer to the seller's spouse or ex-spouse? (The safe a transfer may be by deed, through a pint tenancy, of a testamentary nature, or by bust document.) 7. Does the sale or transfer complete a contract for deed or purchase agreement entered into poor to FeMuary 24, 1998? (TMs subsection applies only to the original vendor and "no” on such a contract.) 8. Dwellings or other structures connected exclusively to a municipal waetevaater freatmerit system. (This provision does not indude 201 Systems that ufilim a septic tank(s) or soil treatment and disposal system A copy of the city water bill must be attached to this forth.) _ Signatures ( bapartie,, s in all casae.) Seller(s): Date: Buyer(s): Date:Closer(s): Date:T91e 'Escrow funds for the repair/replacement of ne SSTS must be established prior In the sale anti be in accordance vdth the bolowirg: 1. A copy of the escrow agreement and this disclosure form must be submitted to Carver County Envkorvnental Servkes, 2. The escrow agreement must list Carver County as having the 'release au[tonly of are escrow monies. 3. An anomey, We company, or bank are the accepted agencies for holding are, monies in eswa_ 4. The required amount of money b be held in escrow must be $20,000 or 125% of the eslm�ated cost. whichever is greater. Attach a copy of are estimate and escrow agreement to m+s form for dosing. The original copy of this Property Transfer Disclosure Form along with any required attachments must be filed with the Carver County Auditor at the time of recording a property transfer. Any versions of this form prior to May 1, 2013 or that vary from the Official County Fom are not compliant with Carver County Ordinance, Chapter 52. Carver Property Transfer Septic Disclosure 2010242 errs tt� MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. Issued to: Laketown Builders Permit No: 20-174 Location: 6760 Minnewashta Parkway, Chanhassen Purpose: Erosion Control & Stormwater Management: Single Family Home Subdivision Date of Issuance: 8/11/2020 Date of Expiration: 8/11/2021 By Order of the Board of Managers Heidi Quinn Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Stipulations: Submission of required financial assurance within 30 days of receipt Submission of payment for sent invoice within 30 days of receipt Submission of recorded maintenance declaration for stormwater facilities by November 2nd, 2020 Conditions: Project to be completed as described in plans submitted to the MCWD office on July 7d' and July 20d1, 2020 according to the provisions of this permit. • Property install and maintain all required erosion control measures until the disturbed areas are re -stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re -stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard, Minnetonka, MN 55345 • (952) 471-0590 • Fax(952)471-0682 • www.minnehahaaeek.org Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. District professional staff District interns District clerical staff Consulting Senior Engineer Consulting Engineerlfechnician District Counsel Application fee Copy costs Color copy costs Hourly Standard Fee Schedule $ 65.51' $ 40.35' $ 46.69' $ contracted rate $ contracted rate $ contracted rate $ 10.00 $ .25 + actual staff time $ 1.00 + actual staff time We collaborate with public and private partners to protect and improve land and water for current and future generations. ..._ 15320 Minnetonka Boulevard, Minnetonka, MN 55345 • (952) 471-0590 - Fa): (952) 471-0682 • www.minnehahacreek.org STORMWATER MAINTENANCE AGREEMENT/ BEST MANAGEMENT PRACTICE FACILITIES THIS AGREEMENT is made and entered into as of the l; day of V 2020, by and between LAKETOWN BUILDERS LLC, a Minnesota limited liability co pany (the "Developer") and the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"). RECITALS A. The Developer is the owner of certain real property located in Carver County, Minnesota, legally described as follows: Lots 1, 2, and 3, Block 1, Boylan Shores, Carver County, Minnesota, according to the recorded plat thereof ("Property"); and i B. The Developer is proceeding develop the Property; and C. The final plans for the ff0T_/ Sff0.P6sfinal plat, hereinafter called the "Plans", which are expressly made a part hereof, as approved by the City, provides for detention/retention of stormwater within the confines of the Property, and D. The City and the Developer agree that the health, safety, and welfare of the residents of the City of Chanhassen, Minnesota, require that on-site stormwater management/BMP facilities be constructed and maintained on the Property; and E. The City requires that on-site stormwater management/BMP facilities ("Stormwater Facilities") as shown on the Plans be constructed and adequately maintained by the Developer as a condition of final plat approval of Boylan Shores; and F. As a condition of final plat approval the Developer is required to enter into this Agreement; and G. The parties acknowledge that the Developer intends to assign this Agreement to a homeowners association that will be formed to acquire the common elements, including but not limited to the Stormwater Facilities, and manage the common interest community known as Boylan Shores Homeowners Association. NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Construction of Stormwater Improvements. Developer shall construct the Stormwater Facilities in accordance with the plans and specifications identified in the Plan. 2. Maintenance of Stormwater Improvements. A. The owner of the Stormwater Facilities from time -to -time, including but not limited to, Developer and its successors and assigns (collectively, but each only during their period of ownership, the "Responsible Party") shall adequately maintain the Stormwater Facilities in accordance with the Stormwater Maintenance Plan and the City engineering standards for stormwater treatment facilities attached hereto as Exhibit A. 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. B. The Responsible Party 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 applicable federal, state, and local regulations relating to the disposal of material, such as sediment. 3. Inspection and Renorting. The Responsible Party 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 applicable requirements of the approved Plan and City engineering standards set forth in Exhibit A. 4. City Access and Maintenance Rights. A. The Developer hereby grants permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stormwater management/BMP facilities, which are located within a public drainage and utility easement, whenever the City deems necessary. The City shall provide the Responsible Party, copies of the inspection findings and a directive to commence with the repairs if necessary ("Inspection Report"). B. In the event the Responsible Party 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 Responsible Party 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 eauioment 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 Responsible Party's property taxes, to the Responsible Party. This provision shall not be construed to allow the City to erect any structure of permanent nature 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, Responsible Party 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 Responsible Party shall defend and hold the 2053070 City harmless from any such third -party claim, except to the extent of the City's or its agents', contractors' or employees' negligence or willful misconduct. 5. Reimbursement of Costs. The Responsible Party shall reimburse the City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 6. Indemnification. This Agreement imposes no liability of any kind whatsoever on the City. The Responsible Party shall indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attomeys' fees) arising out of or resulting from the Responsible Party or the Responsible Party's agents' or employees' 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 Responsible Party to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Responsible Party shall indemnify and hold harmless the City, its employees, agents and representatives from any cost, damage or harm, except to the extent resulting from for its or their own negligent acts in the performance of the Responsible Party's required work under this Agreement. Failure to perform any of the Responsible Party's required work shall not be considered negligence by the City, its employees, agents or representatives. 7. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: To the Developer: Laketown Builders LLC Attention: Dale Willenbring 1536 Beachcomber Blvd Waconia, MN 55387 To the City: City of Chanhassen Attention: City Manager 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 8. Successors/Covenants Run with Property. All duties and obligations of Developer under this Agreement shall also be duties and obligations of Developer's successors and assigns, including any homeowners association. The terms and conditions of this Agreement shall run with the Property. [Remainder ojpage intentionally left blank Signature pages (z) jollawl 2053071 DEVELOPER: LAKETOWN BIIU)II..D RS LLC By: V - �: �c,1 1. Its Manager STATE OF MINNESOTA ) s COUNTY OF C1i-Jci 1 fore oing instrument was acknowledged before me this L2 � day of j 20_�Z_v, by�4��b Manager of Laketown Builders LLC, a Minnesota limited liability comp#ny, on behalf Of said entity. JACOB RICHARD GRASSEL Notary Pul> 4 M307v1 CITY: CITY OF CHANHASSEN By: hAo Elise Ryan, Mayor i B Heather Johnst n, Interim City Manager STATE OF MINNESOTA ) )Ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this � ay of S 202g by Elise Ryan and Heather Johnston, respectively, the Mayor and City Manager, of the Aty a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NotAry Public y jLT� THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 AMPfj- 205307A EXHIBIT A TO STORMWATER MAINTENANCE AGREEMENT Operations and Maintenance of Stormwater Facility The Association, shall be vested with and shall be responsible for conducting an annual inspection using a certified inspector, ofthe stormwater facility as depicted and attached hereto, utilizing the stormwater facility maintenance inspection checklist, attached hereto, and shall make any repairs to the stormwater facility, including removal and replacement of dead plants, replacement of mulch, and weeding, as determined by the certified inspector on an annual basis or as otherwise specified by the City's Water Resources Coordinator for the remaining life of the Stormwater Facility. 205307v! J .. _ _..._ -------------------------- 11 r...__ ______ - 1�� 1 I O � li lil li! ell I f IS il� iii iii ili 11� j it ili rel i GLCNDALE cli OWr£ SII HONES r� i ^—� 7 r.. -'� —`----- nlc , f, location _ _ _— — — — —f r= yr � JI I (r_L i ^ IAKETOM HOMES eiuNlu m UN r — — — 7 OUROI B h� w¢ V%WKALRJI `Ar Np IV VPUBHr UT141Tr pm »�+ Inspector: Stormwater Facility Maintenance Inspection Checklist Date: Time: Weather: Rainfall over previous 2-3 days? Y/N Reading from closest NOAA reporting station: " Rain Garden location: Mark items in the table below using the following key: X Needs immediate attention — Not Applicable ✓ Okay ? Clarification Required Maintenance Inspection Needed Frequency DEBRIS CLEANOUT (A) 1. Stormwater Basin, manholes and contributing areas clean of debris 2. No dumping of yard waste into rain garden 3. Litter has been removed VEGETATION (A) 4. No evidence of erosion 5. Plant composition still according to approved plans 6. No placement of inappropriate plants DEWATERING AND SEDIMENTATION (AMS) 7. Stormwater Basin dewaters between storms 8. No evidence of standing water 9. No evidence of surface clogging 10. Sediments should not be greater than 20% of design depth OUTLETS/OVERFLOW SPILLWAY (A) 11. Good condition, no need for repair 12. No evidence of erosion 13. No evidence of any blockages INTEGRITY OF BIOFILTER (A) 14. Stormwater Basin and manholes have not been blocked or filled inappropriately 15. Mulch layer is still in place (depth of at least 3") 16. Noxious plants or weed removed Inspection Frequency Key: A= Annual, M= Monthly, AMS-- After Major Storm Comments: 205307v1 RECEIPT Kaaren Lewis County Recorder Government Center, Admin Bldg r 600 East 4th Str Chaska, MN 55318 952-361-1930 TITLE MARK LLC (WACONIA) Receipt #: 121 WEST MAIN ST., STE 200 Issued Date: WACONIA MN 55387 1023 Account #: Document #: A 702301 Instrument: QUITCLAIM DEED On Behalf of: TITLE MARK FILE: 2010242 -ABSTRACT Comments: Services: RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND RECORDING FEES DEED TAX CONSERVATION FEE Transaction Total Document #: A 702302 Instrument: QUIT CLAIM DEED On Behalf of: TITLE MARK FILE: 2010242 -ABSTRACT Comments: RA 202000014429 08/13/2020 26 Recorded Date: 8/13/20 10:50:OOAM 10.00 10.50 25.50 1.65 5.00 52.65 Recorded Date: 8/13/20 10:50:OOAM Services: RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 RECORDING FEES 25.50 Transaction Total 46.00 Document #: A 702303 Recorded Date: 8/13/20 10:50:OOAM Instrument: QUIT CLAIM DEED On Behalf of: TITLE MARK FILE: BOYLAN SHORES -ABSTRACT Comments: Services: RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND RECORDING FEES Transaction Total Document M A 702304 Instrument: PAR REL MORTGAGE On Behalf of: TITLE MARK FILE: 2010242 Comments: Services: RECORDER TECHNOLOGY FUND 10.00 10.50 25.50 46.00 Recorded Date: 8/13/20 10:50:OOAM 10.00 RECEIPT Kaaren Lewis County Recorder Government Center, Admin Bldg 600 East 4th Str Chaska, MN 55318 952-361-1930 STATE TREASURY GEN'L FUND 10.50 RECORDING FEES 25.50 Transaction Total 46.00 Document #: A702305 Recorded Date: 8/13/20 10:50:OOAM Instrument: MORTGAGE MODIFICATION EXT On Behalf of: TITLE MARK FILE: 2010242 Comments: Services: RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 RECORDING FEES 25.50 Transaction Total 46.00 Document #: A 702306 Recorded Date: 8/13/20 10:50:OOAM Instrument: DEVELOPMENT AGREEMENT On Behalf of: TITLE MARK FILE: BOYLAN SHORES Comments: Services: RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 RECORDING FEES 25.50 Transaction Total 46.00 Document #: A 702307 Recorded Date: 8/13/20 10:50:OOAM Instrument: CONSENT TO PLAT On Behalf of: TITLE MARK FILE: BOYLAN SHORES Comments: Services: RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 RECORDING FEES 25.50 Transaction Total 46.00 Document* A 702308 Recorded Date: 8/13/20 10:50:OOAM Instrument: PLATS On Behalf of: TITLE MARK FILE: BOYLAN SHORES Comments: Services: RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 RECORDING FEES 35.50 RECEIPT Kaaren Lewis County Recorder Government Center, Admin Bldg 600 East 4th Str Chaska, MN 55318 952-361-1930 Transaction Total Document #: A 702309 Instrument: CIC DECLARATION On Behalf of: TITLE MARK FILE: BOYLAN SHORES Comments: Services: RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND RECORDING FEES Transaction Total Document #: A702310 Instrument: AGREEMENT (SEE DOC) On Behalf of: TITLE MARK FILE: BOYLAN SHORES Comments: Services: RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND RECORDING FEES Transaction Total Total Amount this Receipt Payment Method CHECK CHECK CHECK CHECK CHECK CHECK Change 66.00 Recorded Date: 8/13/20 10:50:OOAM 10.00 10.50 25.50 46.00 Recorded Date: 8/13/20 10:50:OOAM 10.00 10.50 25.50 46.00 !t-141�1 035359 138.00 035360 13.30 5108 325.35 035359 138.00 035360 13.30 5108 325.35 476.65 RECEIPT Kaaren Lewis County Recorder Govt Ctr, Admin Bldg 600 East 4th Str Chaska, MN 55318 952-361-1930 TITLE MARK LLC (WACONIA) 121 WEST MAIN ST., STE 200 WACONIA MN 55387 1023 Document #: T 214941 Instrument: QUIT CLAIM DEED On Behalf of: TITLE MARK FILE: 2010242-TORRENS Comments: Services: Residue Torrens Cert ASSURANCE FUND RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND GENERALTORRENS DEED TAX CONSERVATION FEE Transaction Total Document#: T 214942 Instrument: QUIT CLAIM DEED On Behalf of: TITLE MARK FILE: 2010242 -TORRENS Comments: Services: ASSURANCE FUND RECORDER TECHNOLOGY FUND STATE TREASURY GENT FUND GENERALTORRENS DEED TAX CONSERVATION FEE Transaction Total Receipt RT 202000002441 Issued Date: 08/1312020 Account #: 26 Recorded Date: 8/13/20 10:50:OOAM 40.00 1.50 10.00 10.50 24.00 1.65 5.00 92.65 Recorded Date: 18/13/20 10:50:OOAM 1.50 10.00 10.50 24.00 1.65 5.00 52.65 Document #: T 214943 Recorded Date: 8113/20 10:50:OOAM Instrument: QUIT CLAIM DEED On Behalf of: TITLE MARK FILE: BOYLAN SHORES -TORRENS Comments: Services ASSURANCE FUND 1.50 RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 GENERALTORRENS 24.00 DEED TAX 1.65 CONSERVATION FEE 5.00 RECEIPT Kaaren Lewis County Recorder Govt Ctr, Admin Bldg 600 East 4th Str Chaska, MN 55318 952-361-1930 Transaction Total 52.65 Document #: T 214944 Recorded Date: 8/13/20 10:50:OOAM Instrument: QUIT CLAIM DEED On Behalf of: TITLE MARK FILE: BOYLAN SHORES -TORRENS Comments: Services: Additional Torrens Cert ASSURANCEFUND RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND GENERALTORRENS DEED TAX CONSERVATION FEE Transaction Total Document #: T 214945 Instrument: MORTGAGE MODIFICATION EXT On Behalf of: TITLE MARK FILE: 2010242 -TORRENS Comments: Services: ASSURANCEFUND RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND GENERALTORRENS Transaction Total 20.00 1.50 10.00 10.50 24.00 1.65 5.00 72.65 Recorded Date: 8/13/20 10:50:OOAM 1.50 10.00 10.50 24.00 46.00 Document #: T 214946 Recorded Date: 8/13/20 10:50:OOAM Instrument: DEVELOPMENT AGREEMENT On Behalf of: TITLE MARK FILE: BOYLAN SHORES -TORRENS Comments: Services: Additional Torrens Cert ASSURANCEFUND RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND GENERALTORRENS Transaction Total Document #: T 214947 Instrument: PLATS 20.00 1.50 10.00 10.50 24.00 66.00 Recorded Date: 8/13/20 10:50:OOAM RECEIPT Kaaren Lewis County Recorder Govt Ctr, Admin Bldg 600 East 4th Str Chaska, NIN 55318 952-361-1930 On Behalf of: TITLE MARK FILE: BOYLAN SHORES -TORRENS 1.50 Comments: 10.00 Services: 10.50 Additional Torrens Cert 20.00 ASSURANCE FUND 1.50 RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 GENERALTORRENS 34.00 Transaction Total 76.00 Document #: T 214948 Recorded Date: 8/13/20 10:50:OOAM Instrument: CIC DECLARATION On Behalf of: TITLE MARK FILE: BOYLAN SHORES -TORRENS Comments: Services: ASSURANCE FUND 1.50 RECORDER TECHNOLOGY FUND 10.00 STATE TREASURY GEN'L FUND 10.50 GENERALTORRENS 24.00 Transaction Total 46.00 Document #: T 214949 Recorded Date: 8/13/20 10:50:OOAM Instrument: AGREEMENT (SEE DOC) On Behalf of: TITLE MARK FILE: BOYLAN SHORES -TORRENS Comments: Services: ASSURANCE FUND RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND GENERALTORRENS Transaction Total Total Amount this Receipt Payment Method CHECK CHECK CHECK 1.50 10.00 10.50 24.00 46.00 550.60 035362 138.00 35363 13.30 51108 399.30 Z TITLEMARK LLC 5108 SETTLEMENT TRUST ACCOUNT -- 121 W. MAIN ST. SUITE 200 WAGONIA, ON 55307 aw i71�,n w. Tlil. Meu, LLL 1.10 oazay.na Suun wan oa,:.v Ba san.. L n..n Bwael., uc P,nxwN, y- ". Ulay, July 0 OIMuw.IaSO.M: JYIII, NN 18.3030 C'.AyualF, T. Fall 30103e11JI PYy. Cervv l�,Ov -Racaaal Fq: R=IN FMe quw4100 Fal (E 01) 313/ W '•" REAL ESTATE CLOSING 353fi2 CIOMMASYenYal. Party . AIEy Kal TRI. Mak LLC ^•' REAL ESTATE CLOSING'"' 35363 Bun. ... Oquy eM Sueen NunCauY \ r) rYy. n 3 SNw Lakelo vr� Wadem LLC Len.' Hgwnr. "'county oa. CmelE.rolW. S.Memenl wM: July 23. 2636 fbr,rtieepaW W PR/: Ati, Koppn DAJ. .m Cl. JOY 16. .0 cy..a 31].]0 M102111U Fully T0: CYur "lMy Tl.aurF Fn: CME Car .11q'1 Fall SMM I. O.Tu Dead Cul on FM(F02151063; Suits Oxo Tom (E.05) 13,W TIW Mal LLC Bniowr. l.L.lmm BwMwe LLC se.. Ill m.w ala Bwn N.,YB...y L. r Prgwly:... Cu,mry O+. GY. SMWnwnl C.M: July 33.2(/10 Call Bol.: A" Il ]B3B CMtl.umunl'. {1]8.00 MIBNYfO F.,To: C.—I Conry Rema. Fw MwkN Fn. Fill Fags E.011 Sg8.00 ••^All EMAM CLOT NG— Aluo-.k- 3UA- cbwMxMm01. P.ry: NMy Ko{.al TBI, Mark, LLC •^• REAL ESTATE CLOSING •••• 35360 Bill—. Lal Bunten. LLC Selee. Ful Cau., N Soren Neurv6 " ,'L�F� V iI L. Prvy.Ry: m Cwnw O.Y. dlw 5alu��wnl bele: JJy 2]. 20]0 CEA...YF O. P.lry' AMY Nryysn GnnF1Zl,F C, lu.]0 mil o: amr Caully Tnuunr For CME CmouOFee;SWu Shia Oaoa T lletl Cpleanel—u—m FM 1E 031 $10. D], S. OxE Ty (E051SIX ('77 CAMPBELL KN UTSON PROFESSIONAL *ASSOCIATIONAugust 13, 2020 Roger N. Knutson Elliott B. Knetsch Joel J. )amok Via email: akoppen&a titlemark.com Andrea McDowell Poehler Abby Koppen, Escrow Officer Soren M. Mattick Title Mark, LLC David S. Kendall 121 West Main Street, #200 Henry A. Schaeffer, [ll Alin Schwartz WaCOnia, MN 55387 Shana N. Conklin James J. Monge, III Re: City of Chanhassen — Laketown Builders, LLC Jerome M. Porter Leah C.M. Koch Lot Swap /Combination —Richard Dorsey and Susan Haun-Dorsey, Meagan K. Kelley Laketown Builders, LLC, and the City of Chanhassen Mylar Plat Recording — BOYLAN SHORES Thoma: J. Campbell* Title Commitment File No. 2010241 dated February 28, 2010 (Dorsey) Title Commitment File No. 2010242 dated March 18, 2020 (Laketown) *ReL. Dear Ms. Koppen: This office is legal counsel for the City of Chanhassen (the "City"). For convenience, Title Mark, LLC is referred to in this letter as "you." This letter ("Escrow Instructions") constitutes Escrow hvslructions for the land swap / combination with Richard Dorsey and Susan Haun-Dorsey ("Dorseys'% Laketown Builders, LLC ("Laketown') and the City, and the mylar plat recording for Boylan Shores. The City's closing documents shall be disbursed strictly in accordance with these Escrow Instructions. Attached to this letter is an acknowledgement by you of the receipt of this letter and your agreement to hold and disburse the closing documents and funds in accordance with the Escrow Instructions. Prior to undertaking any actions related to the Escrow Instructions, you must fust sign and return a copy of this letter to me via email (original to follow by mail). A. Land Swap/Combination Documents. The following original documents are listed below are being picked up from the City by you: 1. Quit Claim Deed from Dorseys to Laketown for the North 18.50 feet of Lot 1, Block 2, Country Oaks; 2. Quit Claim Deed from Laketown to Dorseys for a portion of Government Grand Oak Offkv Center I Lot 5, Section 5, Township 116, Range 23 West; W) al". Gentian Ru: 3. Copy of Application to Combine Real Estate Parcels signed by Richard sunt, 290 Dorsey; Eagan. Mtrmea.na s 5 i ; 4. Quit Claim Deed from Dorseys to Dorseys with City Clerk's Main: 65l-4U.SOW Certification attached; F.X:6il-23+6237 w,a %, k-Im-.aom 211039v1 Page 2 Abby Koppen, Escrow Officer Title Mark, LLC 5, Quit Claim Deed from City to Laketown for Outlot B, Glendale Drive Homes; 6. Copy of Application to Combine Real Estate Parcels signed by Dale Willenbring of Laketown; 7. Quit Claim Deed from Laketown to Laketown with City Clerk's Certification attached; 8. Lot Line Adjustment — Copy of Certificate of Survey showing existing and proposed legal descriptions; B. Mylar Plat Documents. The following original documents listed below are being picked up from the City by you: 1. Mortgage Holder Consent to Plat by Security Bank & Trust Company; 2. Development Contract, with executed fee owner consent and mortgage holder consent by Security Bank; 3. Mylar plat for Boylan Shores; 4. Declaration (CIC No. 165). C. Bank Documents. You have obtained the following fully executed original documents for recording: 1. Partial Release of Mortgage from Security Bank & Trust Co. for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 2. Modification Agreement Supplement to Mortgage and Partial Conveyance by MERS. D. Additional Documents/ Closing Conditions. The documents referenced above are to be disbursed, if and only if, the following conditions have been met: 1. You have received the fully executed Stormwater Maintenance Agreement/Best Management Practice Facilities; 2. You have received the fully executed Subsurface Sewage Treatment System/Property Transfer Disclosure Form; 3. You have received the Minnehaha Creek Watershed District approval lefter; 4. You have received funds to pay off all real estate taxes due and payable in 2020, including special assessments, if any, prior to recording any documents for PIN Nos. 25-0051600 and 25-2510090; 5. You have received funds from Laketown to cover all costs associated with the recording of documents listed in Paragraphs A., B. and C., above; 6. You have received telephonic instructions from the undersigned or member of this firm to proceed with the closing of the transaction. 211039v1 Page 3 Abby Koppen, Escrow Officer Title Mark, LLC E. Closing Instructions. When the conditions under Section D of these Escrow Instructions have been met, you shall record the following documents in the order listed, prior to any other transfer documents or encumbrances: 1. Quit Claim Deed from Dorseys to Laketown for the North 18.50 feet of Lot 1, Block 2, Country Oaks 2. Quit Claim Deed from Laketown to Dorseys for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 3. Quit Claim Deed from Dorseys to Dorseys with City Clerk's Certification attached; 4. Quit Claim Deed from City to Laketown for Outlot B, Glendale Drive Homes; 5. Quit Claim Deed from Laketown to Laketown with City Clerk's Certification attached; 6. Partial Release of Mortgage from Security Bank & Trust Co. for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 7. Modification Agreement Supplement to Mortgage and Partial Conveyance by MFRS; 8. Mortgage Holder Consent to Plat by Security Bank & Trust Company; 9. Development Contract; 10. Mylar plat for Boylan Shores; 11. Declaration (CIC No. 165); 12. Stormwater Maintenance Agreement/Best Management Practice; and 13. Subsurface Sewage Treatment System/Property Transfer Disclosure Form. E. Recorded Documents. Once recorded, you will return copies of the recorded documents referenced in paragraph D, above, to the undersigned. F. Closing Date. Unless you are able to close this transaction, and record the documents listed, before the end of business on August 17, 2020 you shall return the Escrowed Documents to me, unless you receive other instructions from the respective parties. If you have any questions regarding the above, please contact the undersigned. Thank you for your cooperation in this matter. Very truly yours, Campbell Knutson, P.A. By: /s/ Andrea McDowell Poehler Andrea McDowell Poehler AMPrtw 211039vl Page 4 Abby Koppen, Escrow Officer Title Mark, LLC Agreed to and accepted this 22- day of 2020. TITLE MARK, LLC. m 2�/L Kop4en,fPscrow Officer 211039v1 Vicinity Map Not to Scale SEC. 1. T. 116, R. 23 LOTUS LAKE PROPERTY v LOCA TION i n t J SL SANDY Concept Plan NAV►- .ash, 964 y " t X16 °ez 60.0 ' 95,9 " � \ I03?... 0 30 60 Feet PID. 250010200 Property Address: 581 Fox Hill Drive Chanhassen, Minnesota Total Area = 2.5t To Shoreline Min. L o t Size = 15, 000 S. F. Min Lot Depth = 90' Min Lot Width = 125' — — — denotes Building Setback Line Front = 30' Side = 10' N �> N W .GOOhNN O � ONO m00.^ N O N Y O J mC; �w^ U CL t U U) m� w 3 W CS 4� N p N a o� O U +.. •C C Cp N C � •lk O E c rn N � � 2 y U o O N �> N W .GOOhNN O � ONO m00.^ N O N Y O J mC; �w^ U CL t U U) m� w 3 W CS N p N a O � � N �+ y Q J (p � •lk U O Q General Notes: I .The landscape contractor shall review all site conditions prior to construction and notify the landscape architect of any discrepencies found in the base map information provided. The contractor is responsible for verifying all field conditions related to their construction activities. The landscape contractor shall abide by all local, state and federal regulations that apply to their work. 2. The landscape contractor shall determine the exact locations of all existing utilities prior to starting construction as required by state law. The contractor is responsible for damages that result from the failure to properly locate and protect all underground utilities. 3. Any damage to existing roads, curb & gutters, trees, turf or any site fixtures from the landscape contractor shall be repaired at no cost to the owner. 4. Preparing the finish grade for seeding, sodding, and planting shall be the responsiblity of the contractor. Locations that are defient of a minimum of 6" of quality topsoil shall be brought to the attention of the landscape architect prior to sodding. S. The landscape contractor shall stake the plant locations in the field for review by the landscape architect prior to the start of construction activities. Minor field adjustments to the exact plant locations may need to be made. The landscape architect reserves the right to make field adjustments prior to planting. Any proposed re -locations by the landscape contractor shall be approved by the landscape architect prior to digging. 6.The landscape contractor shall coordinate their construction activities with the other contractors working on the site. Tree Planting Notes: 1. Trees and shrubs shall be freshly dug at time of delivery, unless container -grown. 2. The diameter of all tree pits shall be two times the diameter of the root ball. Tree pits shall be excavated so that the top of the ball will be set at 2 inches above the finished grade. The diameter of all shrub pits shall be two times the diameter of the root mass with soil. Shrub pits shall be excavated so that the top of the ball will be set at I inch above finished grade. I Boulevard Linden 3 Black Hills Spruce I Autumn Blaze Maple Planting Details 3 Black Spruce \ Race 12' w Io, a•c 36' length P. dead a broken on each guying bmaw / rrekmin fhgs dme 3guy soom do.b-eo. 12 tam around vee w' double: no. 12 page ani, Rhenved wire col 3 v, new _ iMou,s rvbber Mm �� e• r: r mar paean sec root ball slightly aboro gnd< rn alkw kr settling . Doublei i pugs aweace �! hi a old around the mk&ixd nul w, h 2 places new ,:' nee m Mk wattr rek,brad rvbber han _ 3 1" a 1" cedar poav set rent bail aboae grade to aikw for seviq. aezte a saucer _ " _/ 4' depth shredded bark mulch wound the vee to hold waren J ggg, 6" topsoil backfill / 4- depth fffro Wd bark mukM1 j�/ - 1 Peel back a minimum of 4 ''.r sax of burlap and PeN bad a minimum of se% of budap • rcmow bvkes wire a„d baleen wire Undaaubed subgnf& _ 9acld'dl wM native sat and I� II�— micmumofn% = II II= 1 aackrn w en nitre toil =III mmoossed son I I = I I l 1 = I I and maxmum o125% li mmpomed mn Plavd4 e^tth UMissurbed subpar !a diamar of raabaN Typical Deciduous Tree Planting Detail 2 Typical Coniferous Tree Planting Detail no scale L� no scale 3. The topsoil for backfilling the planting pits shall be mixed with compost at a ratio of l: 3 loose compost to topsoil by volume. Backfill / planting soil shall be tested to determine suitability for planting per the specifications. New trees and shrubs shall be fertilized based on the recommendations provided by the soils report. 4. The contractor shall brace the trees as necessary per the details to insure plant stability. S.Trees to be planted shall have a single, straight leader and tapered trunk. The tree shall be free of girdling roots that have circled around the tree and are constricting the tree at the base. Trees must be in good health and free of disease. 6. The planting contractor shall take measures to protect the trees from damage due to planting. Newly planted trees shall be wrapped with tree wrap if the exposure or species warrant protection. 7. Planting shall not commence until the associated site improvements, pavements, and finish grading are completed. 8.The landscape contractor shall verify the suitability of soil to produce viable planting soil. Soil shall be clean of roots, weeds, sod, rocks, clods, clay lumps, concrete or other extraneous materials harmful to plant growth. 9.The Contractor shall not deviate from the plant selections without written approval of the landscape architect. 10. The landscape contractor shall provide a warranty for all plant materials from the date of project acceptance until one year later. The contractor shall replace dead or unhealthy plants during the warranty period with plants the same size and species specified with a new one year warranty starting on the date of replacement. I I.The landscape contractor shall notify the landscape architect when the project is ready to be reviewed for substantial completion. Written notice of Substantial Completion shall be issued prior to final payment being made. 4 Boulevard Linden :a r • aet- E S GN C/-- 2118 ERIE DRIVE • NORTHFIELD, M 057 651) 283 -1090 • PAULMILLERDESIGNPMSN.COM 3 Skyline Honey Locust 12 The landscape Contractor shall be responsible for the maintenance of newly installed landscaping and replacement of damaged plants or materials until the project is accepted as substantially complete. 13. Trees and shrubs shall not be planted at the bottom of infiltration basins or below the normal water elevation of the retention ponds. Fine Grading & Sodding Notes: I. All disturbed areas within the property limits that are not paved shall be seeded or sodded 2.The landscape contractor shall insure that soil conditions and established grades allow for proper drainage of all turf and planted areas. Any areas of poor drainage or over compaction shall be brought to the attention of the landscape architect prior to the start of any work. It is the responsibility of the landscape contractor to provide proper surface and subsurface drainage. 3.AI1 planting, seeding and sodding shall be done before October 15. Seeding before or after these dates shall be done at the Contractor's own risk at no additional expense to the Owner should a replanting be necessary. 4. Disturbed areas that remain idle for 14 days shall recieve a temporary seeding of annual rye or oats at 100 lbs per acre. S. The sodded areas shall be sodded with a Kentucky bluegrass blend. Sod shall have well established roots and turf cover. The sod shall be free of weeds and non conforming grasses. The owner reserves the right to reject poor quality sod. 6. The area to be sodded shall be watered heavily to provide ample soil moisture without causing erosion. Sod shall be installed with staggered joints with sod butted tightly at the joints. The sod shall be laid parallel to the slope and pegged to prevent movement. 7. Newly installed sod shall be watered immediately after laying until completely soaked and then rolled to make complete contact between the sod and the soil. TOP OF 970.6 815111111,1111,971 .1 i 2 River Birch L- IiETA®+Nfi6-1Uia:- TOP;974.0 9OT-9yi.0 Planting / Materials Legend srmbol oe:«,— `T deciduous tree w be planted evergreen tree w be planted f J ornamental tree to be planted area to be sodded 3 Red Pine L-RETAM4 W&', - TOP -19744 64Tw931.0 Planting Schedule iiiiiiiiiiiiiiiig° - _3Autumn Blaze Maple trees to remain Tree Replacement calculations: TREES REPLACEMENT BY ORDINANCE Total upland area (excluding wetlands) 2.71 ac. or 118,047 SF Baseline canopy coverage 58% or 69,260 SF Minimum canopy coverage required 35% or 41,316 SF Proposed tree preservation 8.6% or 10,152 SF Minimum canopy coverage to be replaced 31,164 SF Multiplied by 1.2 37,396 SF Divided by 1089 =Total number of trees to be planted 34 trees TREES PROPOSED Deciduous trees 18 trees Coniferous trees 16 trees Total trees proposed 34 trees Common Name Latin Name Size iSpacinp Plant Mature ht Mature s r Features Autum Blaze Maple Acer x freemanii "effersred' S 2 12' varies B & B 50 ft. 50 fc fast growing, fiery red fall color Skyline Hone locust GleditsiaTriacanthos cre' 3 12 12' 1 varies Bill 50 fc 30.35 fL golden yellovir fall color Swamp White Oak Quercus bicolor 3 2 12' varies Bill 50-60 fL 40.50 R low -brown to red fall color Boulevard Linden Tilia americana'Boukward' S 2 12' varies B & B 60 fL 30' fL yellow fall color Dura Heat River Birch Betuia nigra 2 21/2- varies Bill 20-25 fL I5-20 ft yellow fall color Black Hills Spruce Picea glaucis dens= 9 6' - B' varies Bill 60 fL 25-30 fL native White Pine Pinus strobus'Patton's Silver Splendor' 4 6' - B' varies Bill SO -80 fts. 20-40 ft native Red Fine Pinus resinosa 3 6' - 8' varies Bill 50 ft 20 fL native TOTAL TREES 1 1 34 SCALE: 0 30 r North tr WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BE GOP NO. I DATE 9 1 INIFIN 1111111 11111T, ff 02 Mn -61 'I IMEAI ILIIEMI I rl r) /_1 Ir/�T I r1 ATI/lKl N CAMPION ENGINEERING DESCRIPTION SERVICES, INC REVISIONS • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fa x: 763-479-4242 E—Mail: mcampion0compioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P. Com Dion —Lic. # 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN PROJECT DIRECTORY OWNER/DEVELOPER LAKETOWN HOMES DALE WILLENBRING 1536 BEACHCOMBER BLVD WACONIA, MN 55387 PHONE: 952.715.2926 EMAIL: DWILLENBRINGHOME@GMAIL.COM ENGINEER CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PHONE: 763.479.5172 EMAIL: MCAMPION@CAMPIONENG.COM SURVEYOR: WENCK ASSOCIATES 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH. 763.479.4200 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF CHANHASSEN STANDARD SPECIFICATIONS & DETAIL PLATES. INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS REMOVAL PLAN 3 PRELIMINARY PLAT 4 PRELIMINARY UTILITY PLAN 5 PRELIMINARY STREET & STORM SEWER PLAN 6 PRELIMINARY GRADING PLAN 7 PRELIMINARY STORM WATER POLLUTION PREVENTION PLAN 8 PRELIMINARY TREE INVENTORY REMOVAL PLAN 9 DETAILS 10 DETAILS & NOTES COVER SHEET SHEET NO. 1 OF 10 SHEETS PROJECT NO: 19-031 DATE: 10/18/2019 \W 0 —< RIM -977.72 NV=965.8 VERIFY WHAT THIS MANHOLE IS AND DIRECTION IMM /1 GLENDALE DRIVE LEGEND O RIM=965.05 INV=960.3 X -- FENCE LINE - -- - -- - - - --- - - - -- - - - -- - - - -- - ii - STORM SEWER - > _STNnXRY-SEWER- -- - WATERMA/N S RIM=ss5s3 --- C UNDERGROUND GAS LINE NE INV -954.2 SW INV -948.5 CONI UNDERGROUND COMMUNICATION LINE Ur UNDERGROUND ELECTRIC LINE -- EDGE OF ASPHALT EDGE OF GRAVEL / -- - EXISTING EASEMENT LINE - EXISTING/BACKGROUND PROP. LINE \ SURVEYED BOUNDARY LINE EXIST/NG GROUND CONTOUR Y/Tl7li�'.� BUILDING O SET MONUMENT / • FOUND MONUMENT \ wv X WATER GATE VALUE ® COMMUNICATIONS PEDESTAL 0 ELECTRICAL PEDESTAL ^ / 521 ELECTRIC METER 7' ELECTRIC TRANSFORMER TRAFFIC SIGN LIGHT POLE 0 - - _ Cob (/ ( J O DECIDUOUS TRIVE v A \ v / REMOVE & REPLACE CURB, GUTTER & • CONIFEROUS TREE BITUMINOUS AS NECESSARY TO MAKE — — i "\ 2792 OzYas ! I I / �7j7 / _ — — — _ — \ _ � 279 2790 ! l/ /! / I° oUs/�� CONNECTION / — — zao zaozITI C) / _ — — \ o \ 02794S89'38'46"E 77 +/ 2789 ! ! 2815 / 2810 _ _ _ 2798 X76701 ` _ _ i /`\ -A II w9 0 _ - J / 2813 2812 28T1 - \ \ \2801'` \ \ \\ Sao / \ \ / / / p v`/ / wO� J�� �\ '286�y _ J / / / ' % 2874�..J2875 {� / e' ,• _ — \ / /HC. -H USE & DECK TO BE REMOVED / / _ !/ • r�-- ' / `-i2g1h` i 9� g1^/ \ �'�2804 '02296 \ \ _ _ / - \ / - 1 I !' 0� ice--_ 2 87 (Z WALL '\ � ' / 2866 / 2862 10 OF / / \ / / REMOVE I PGF' �-,� 1 / � � ' \ 0219• — — — J / `rn 278 ! 2�86 ` �\ ! 2569 0286T�28Fy3� 02873 / \ 2808 � J � / \ z /�/✓� / / / / / / 1.i2814� V2830 j �� \ 2805 \ \ l \ DECK -' .\ 0 INM x5832 ( /�/ PAVERS�I / \ 1 ��7 \ GRAVEL DRIV� J�\00 I �/%I / 2872 / / �- 2I vo, / / / / / / \ \ 976.56 \ \ P J�" S /1/ /// 2871 `-PRESENT SHORELINE ~ /I C4 02819,, / / / g'10 2846 02807\ \ FE \ \ RIM=968.51 �2so6 REMOVE EXISTING 00 A \ W / / _ \ \ \ HOUSE \ INV=964.3 / Q20"2 ij W 'v !/ 2826 2827 �l 2847 M� \ \ / I \2783'! �79I 20"a 4 S / 02829 2845 "4 <e I / \ Qa / ! laza 02831 K7ac rE \ \ O� REMOVE &REPLACE CURB, GUTTER \ �w o 09'821 O N ( BITUMINOUS PES NECESSARYCONNECTION ! ! 2877 Q W TO MAK Ar I2 2820 7 / p QD /! ! \/ \ I / RO-96847 _ �\ Q In / ! p 02848 1 2782 , sr "'�V�s6S.5 / 2876 ! // 2849 \ \ ( � � 29� �/ 02878 ! TOP OF WATER ELEVATION ON \ /,y� �\— \ RIM= 8.78 1 \ yl 1 I / V2825 / V2844 / ' - \ \ 2850 C) 1 =964.0// 87 I ( 1 // 8/22/2019 = 944.8 NAVOBB 1 I �1 / 0 02832 21343 \2851 \ \ _ / Q�G Q\\ `J N /� 1 E 2822 - -968- - 4 1 UE 27 7 o 1 OMN = 944.5 INDER) J LANDSCAPE NDSCAP / 2834 p W \0 // MN DNR LAKEFINDER2823 I X842 O -:27\7 2784 ! i p J 2833 / \ 2856 'c' s�4, !!7, /• 2886 Z 283 02838 - 02841 2773OF �1T11MlIjRUS 9�/ I / 288 Z2824 \ I 2824 /// 27 7, \TRAIL LOCK ( / RETAINING WALL f \ — \ Q I \ 2835 / \ Qz857 `. , \ wALL 1 ( \ \\ 02852 !/!ll //� 288 2837 02839 02840 02853 2858 02774 \ G - \/// ! // 2883 �/ 1 I ( \) 2855 670.12 028 N79 �! �! ( / 28 4 / \ 9ss28_s4 8'46"E 678 2as9 2 7 ! m \\ \ \ 6' CONIC, !3 > 661 2 2776 \ / / 1\ �/ 1 � LOT 1 i \\ . � 3 7-\ 1 Z BLOCK 2 \ \ G ' I I O I o \ X_ \ O 2 G I I 110.0' ` 9 O. —J L --_--_----I o' -SOUTH LINE GOV. LOT � �' 55-7116-R23 s89 -36 '46&E 594.20 �-SWCOR. �--- ------- GOV LOT 5 I LOT 1 S5 -T116 -R23 / I BLOCK 1 j S TRA TFORD I I • 1 I / N CAMPION ENGINEERING NO. DATE DESCRIPTION SERVICES, INC REVISIONS 01� \ INV=965.52 APPROXI ;TE LOCATION (MUST BE REED X / X \ _ J \ \ I /, DRAINAGE AND UTILITY — — — — — — — —�� EASEMENT PER PLAT LOT 5 BLOCK 2 / PIDGE S 962 8 MHS / • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: meampion®campioneng.com I hereby certify that this plan, specificatio or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P. Campion —Lic. # 19901 Date: QWE T� -n / UTILITY EASEMENT A\ �I DOC. NO. 389348 ! SHdO / I WOOD I / / /// / l STEPS J P / /e, LAK E I I I StM / /15 PLASTIC J / INV=953.94 / \ i M NNEWASHTA i PROPERTY DESCRIPTION NOTE: EXISTING BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY WENCK ASSOCIATES. DATED: 08/27/2019 BEGINNING AT A POINT 594.2 FEET EAST OF THE SOUTHWEST CORNER OF GOVERNMENT LOT 5, SECTION 5, TOWNSHIP 116, RANGE 23 WEST, THENCE NORTH 100 FEET AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 5, TO PLACE OF BEGINNING OF PARCEL OF LAND TO BE DESCRIBED; THENCE CONTINUING NORTH 162.5 FEET; THENCE EAST AND PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 5, 766.9 FEET TO THE SHORE OF LAKE MINNEWASHTA; THENCE SOUTHWEST ALONG SAID LAKE SHORE 187.0 FEET MORE OR LESS TO A POINT 674.28 FEET EAST OF THE PLACE OF BEGINNING; THENCE WEST 674.28 FEET TO THE PLACE OF BEGINNING, CARVER COUNTY, MINNESOTA. BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN 0 30 60 GRAPHIC SCALE IN FEET EXISTING CONDITIONS & REMOVAL PROJECT NO: PLAN 19-031 DATE - SHEET NO. 2 OF 10 SHEETS 0/1s/2019 - < FENCE LINE 900 PROPOSED CONTOURS SETBACKS > � - STORM SEWER - - — - - FRONT 30' _ SANITARY SEWER EASEMENT LINE TOTAL PROPERTY AREA* 2.71+/- AC* WATERMAIN - - - - - -SETBACKS SIDE 10' *TOTHESHORELINE REAR 30' - -- C UNDERGROUND GAS LINE WET DELINEATED WETLAND EDGE -- ♦ COM UNDEA7P',OUND COMMUNICATION LINE EXISTING EASEIVENTAREA- MINNEWASHTA PARKWAY (50'WIDE) 0.22AC UE- UNDERGROUMQ ELECTRIC LINE >»— STORM SEWER W EDGE OF ASPHALT SANITARY SEWER \ PROPOSED RIGHT OF WAY AREA-MINNEWASHTAPARKWAY(66'WIDE) 0.28 AC LOT COUNT __ __ EDGE OF GRAVEL I WATERMAIN EXISTING ZONING RSF -SINGLE FAMILY RESIDENTIAL EXISTING EASEMENT LINE—»—m CULVERT LOT NO. AREA (SF) 'RONTAGE (FT DEPTH (FT) l ExlsnNc/eacKGRouND PROP. LINE 0 PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL 1 31,043 193 133SURVEYED BOUNDARY LINE Q SANITARY SEWER MANHOLE I EXISTING ZONING OF ALL ABUTTING PROPERTIES RSF -SINGLE FAMILY RESIDENTIAL 2 20,082 100 270 980 EXISTING GROUND CONTOUR STORM SEWER MANHOLE 3 21,128 90 258 BUILDINGLOT DATA STORM LOT REQUIREMENTS / � WATER GATES VALVE CH BASIN OUTLOTA 1,325 MONUMENTSET Q 0UTLOT B 11,497 / 0 ,,FOUND MONUMENT HYDRANT O RSF DISTRICT �I AREA 15000 SF 0UTLOTC 10,448 / 1�4/ WATER GATE VALVE OUTLOTD 9,442 a COMMUNICATIONS PEDESTAL ��� EXISTING TREE LINE I ELECTRICAL PEDESTAL DEPTH 125' ' FRONTAGE 9D' l ELECTRIC METER rK INLET PROTECTION / ® ELECTRIC TRANSFORMER TRAFFIC SIGN Z GROSS DENSITY 1.1 UNITS/ACRE LIGHT POLE ROCK CONSTRUCTION i /1 0 DECIDUOUS TREE ENTRANCE 0 NET DENSITY 1.25 UNITS/ACRE (NETAREA=2.71-.28-.03) i CONIFEROUS TREE El SILT FEN F/ 50(7 - - - �ti R'" 322 S89'38'46"E 779 258 131 i PRIVATE DRIVE OUTLOT B o - - — / DRAINAGE & UTILITY EASEMENT 11497 SF � 10 a 193 27 --- e, 3 PUS 21128 SF > i � � OUTLOT C 50.0' 10448 SF RIM�B 3 - / INV111l11-9583 ���� N 30.0' 0A_ �-PRESENT sHc:. RIM -976.62 I �\ /� O _ N INV=9665 v OUTLOT A w o �l li 1325 SIF v 30 0 230 / C5 .Pro , � w � c � 1 / / �. _7_7 � � � � 120 z w Z 31043 SF C / � M / TOP OF WATER ELEVATION ON 1 - 2 8/22/2019 - 944.8 NAVD88 p i 20082 SF OUTLOT D OHWL = 944.5 NCVD29 V _ _ . . _ . . ,� (MN DNR LAKEFINDER) 9442 SF a N DRAINAGE &UTILITY EASEMENT ------- 10 1,- � LOT 1 276 S89'38 '46"E 678 +/ 180 122 - - I I I III I z / LAK E SOUTH LINE GOl'. ;.Off' S5 -T116 -F,21 M NNEWASHTA 589'38'48 E 594.20 DRAUdAvD E AUTILITY 7� EEMENT PER PLAT 6's LOT 1 LOT 5 FLOCK 1 / BLOCK 2 -,- E) NOTES: 1. LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. LOT AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. w , 'V TO DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: PROPERTY DESCRIPTION: 5 t </ \ ` 1 / BEGINNING AT A POINT 594.2 FEET EAST OF THE SOUTHWEST CORNER OF GOVERNMENT 5 o LOT 5, SECTION 5, TOWNSHIP 116, RANGE 23 WEST, THENCE NORTH 100 FEET AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 5, TO PLACE OF BEGINNING OF C " — J L _ — — _ PARCEL OF LAND TO BE DESCRIBED; THENCE CONTINUING NORTH 162.5 FEET; THENCE , EAST AND PARALLEL WITH THE SOUTH LINE OF SAID GOVERNMENT LOT 5, 766.9 FEET TO J THE SHORE OF LAKE MINNEWASHTA; THENCE SOUTHWEST ALONG SAID LAKE SHORE 187.0 BEING 10 FEET IN WIDTH AT ADJOINING RIGHT—OF—WAY LINES, AND FEET MORE OR LESS TO A POINT 674.28 FEET EAST OF THE PLACE OF BEGINNING; BEING 5 FEET IN WIDTH AT ADJOINING LOT LINES, AS SHOWN ON THENCE WEST 674.28 FEET TO THE PLACE OF BEGINNING, CARVER COUNTY, MINNESOTA. 0 30 60 3 THE PLAT. UNLESS OTHERWISE INDICATED. GRAPHIC SCALE IN FEET N • Civil Engineering Land Planning I hereby certify that this plan, specification PROJECT NO: CAMPION or report has been prepared by me or BOYLAN SHORES PRELIMINARY PLAT 1800 Pioneer Creek Center, 9-031 under my direct supervision and that 14NO P.O. Bax249 LAKETOWN HOMES ENGINEERING Maple Plain, MN 55359I am a duly licensed Professional Engineer Phone: 763-479-5172 under the laws of the State of Minnesota.DATE DESCRIPTION SERVICES, INC. Fax: 763-479-4242 DATE: REVISIONS E -Mail: mcampionOcampioneng.com CHANHASSEN MN SHEET N 0. 3 0 F 1 0 SHEETS 1 0/18/201 9 Martin P. Campion -Lic. 19901 Date: r LEGEND NOTES: X -- FENCE LINE 1. 6"WATERMAIN SHALL BE PVC C-900 DR 18. 900 PROPOSED CONTOURS 2. ALL WATERMAIN SHALL HAVE 7.5' FEET MINIMUM COVER. » - STORM SEWER 3. ALL HYDRANTS SHALL BE INSTALLED WITH 7.5'BURY. > - SANITARY SEWER ---- EASEMENT LINE 4. SANITARY SEWER SERVICES SHALL BE 6" PVC, SDR 26. WATERMAIN SETBACKS 5. WATER SERVICES SHALL BE 1"TYPE K COPPER. G UNDERGROUND GAS UNE WET DELINEATED WETLAND EDGE 6. WHEN WORKING IN PUBLIC RIGHT OF WAY, PROVIDE TEMPORARY TRAFFIC CONTROL IN coM UNDERGROUND COMMUNICATION LINE STORM SEWER COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD UE UNDERGROUND ELECTRIC LINE MANUAL" LATEST REVISION EDGE OF ASPHALT 1 SANITARY SEWER 7. SANITARY SEWER SERVICE SHALL BE EXTENDED 9' BEYOND THE PROPERTY LINE. EDGE of GRAVEL I WATERMAIN 8. CURB STOP FOR ALL SERVICES SHALL BE INSTALLED AT THE PROPERTY LINE. 9. CONTRACTOR SHALL MARK END OF SANITARY SERVICE WITH METAL FENCE POST, PAINTED - EXISTING EASEMENT LINE CULVERT GREEN. EXISTING/BACKGROUND PROP. LINE O SANITARY SEWER MANHOLE 10. TRACER WIRES SHALL BE INSTALLED ALONG ALL SANITARY AND( ZARNULACE; IM.VE ---- SURVEYED BOUNDARY LINE 11. CURB BOXES SHALL BE MARKED WITH A METAL FENCE POST, PAINTED BLUE. 980 — EXISTING GROUND CONTOUR • STORM SEWER MANHOLE 12. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE— r/�� BUILDING I ® STORM SEWER CATCH BASIN - - - - - - - -----CONTRACTGR-PRIOR-M TO GONSTRUCTION.- THE €NGINEER SHALE -BE NOTIFIED --IMMEDIATELY - OF ANY CONFLICTS. O SET,uONUMENr WATER GATE VALVE 13. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW • FOUND MONUMENT - PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF wvS RIM=965.63 HYDRANT W TTrRNGAA5�uALVE REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE sw NvLNlCA�I- a - 7 CONTRACT. ® 1COMMONS PEDESTAL ' """� EXISTING TREE LINE 14. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EB / ELECTRICAL PEDESTAL EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE ELECTRIMETER INLET PROTECTION I ELECT C TRANSFORMER WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE TRAFFC SIGN W EXISTING UTILITY. LIG I POLE 15. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED ROCK CONSTRUCTION > BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO DECIDUOUS TREE ENTRANCE ry EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO • CONIFEROUS TREE SILT FENCE UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT (n THE CONTRACTOR'S EXPENSE. i \<� 16. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 1 Q HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. 0 17. THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. �- 18. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET Z THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING Q AGENT AT THE CONTRACTOR'S EXPENSE. / CUT IN 8"X6" SADDL _ s0TTb _ � REMOVE & REPLACE CURB, GUTTER & � � � � ��� CONNECT TO EXISTING 6" DI � BITUMINOUS AS NECESSARY TO MAKE ecru IM=977.99 _ CONNECTION WET TAiPNR W�v 5- 6 GV & BOX 45' BEND BEN) OUTLOT B 1 I I 1 ER SERVICE Pvc �soo _- WAI e o a, CUwAL B STOP, TYP Ix/b/ c WATER SERVICE / 3 1��. �P / OUTLOT C= E 0 75' of 6 PVC SDR 6 CURB STOP, TYP &/BOX GV�� ' -w ese s42 / PAUERs� RIM -976.62- / _ A /� �I INV -956.5 PRESENr sHVRLtr.,F �Qto �j 35 6 PVBDIR ti w QIN 8" " ADDLE .b -REMOVE-&- RERI.ACE -GR , Q ER -4 CD z - �� BITUMINOUS AS NECESSARY TO MAKE — —• \ LANDSCAPE - CONNECJdON i \ X' w O \ J Q / / / TOP OF WATER ELEVATION ON I — I _ �� ` �� 2 / C� j l r �i 8/2212019 = 944 8 NAVD88 �� Q / / OHWL 944.5 NGVD99 ,ANDSCAPEi 1 OF b OUTLOT D �^ (MN DNR LAKEFINDER) PI h/Nr/, RETAINING �`�� UT'IZE�EX. ` WALL F T 2 "�� rR a '� '-BLOCK - - — �, - - � __"EVICES�� ' owEsr dPPROXIMATE LOCATION (MUST � ( RE VERIFIED,) UTILITY EASEMENT BLOCK 2 X — k DOC NO. 389348 G / X 7 Rutin r 2 C LAKE MINNEWASHTA ' "_15_ PLASTIr Y / INV -953 94 I �-sourN LINE cov. Lor = S8913848� I594.20 i - -- - 11 -17 - IN N SW COP. - -,OK LOT 5 LC 1 (. - L U I D ; i u —Tl I,, - P23/ i c QQ6 BLOCK Z 0 N �O� n \ 0 30 60 n I � GRAPHIC SCALE IN FEET m N •Civil Engineering •Land Planning I hereby certify that this plan, specification PROJECT NO: CAMPION or report has been prepared by me or BOYLAN SHORES PRELIMINARY UTILITY PLAN 1800 Pioneer Creek Center, 19-031 g under my direct supervision and that P.O. Bax 249 LAKETOWN HOMES 1 ENGINEERINGMaple Plain, MN 55359 I am a duly licensed Professional Engineer SERVICES INC. Phone: 763-479-5172 under the laws of the State of Minnesota. N0. DATE DESCRIPTION Fax: 763ompion 242 p 9 CHANHASSEN MN SHEET N 0 . 4 OF 10 SHEETS DAT 10/18/2019 REVISIONS E -Mail: mcam ion®cam ionen Com Martin P. Campion -Lic. 19901 Date: � a N i m NOTES: LEGEND 1. ALL RCP STORM SEWER SHALL BE CLASS 3 UNLESS OTHERWISE NOTED FENCE LINE 900 PROPOSED CONTOURS HDPE STORM SEWER SHALL BE CORRUGATED, DUAL WALL WITH SMOOTH INTERIOR. —>i 4 E r C - X FENCE UNE 900 PROPOSED CONTOURS —>> STORM SEWER - -� ----- SANITARY SEWER --------- EASEMENT LINE WATERMA/N SETBACKS C UNDERGROUND GAS LINE WET DELINEATED WETLAND EDGE COM UNDERGROUND COMMUNICATION LINE >) STORM SEWER —UF— UNDERGROUND ELECTRIC LINE EDGE OF ASPHALT 1 SANITARY SEWER EDGE OF GRAVEL I WATERMAIN EXISTING EASEMENT LINE CULVERT EXISTING/BACKGROUND PROP. LINE O GLENDALE DRIVE SURVEYED BOUNDARY LINE SANITARY SEWER MANHOLE 98D EXISTING -GROUND IND CONTOUR • STORM SEWER MANHOLE - - --- -- __-__ BUILDING ® STORM SEWER CATCH BASIN O SET MONUMENT `V WATER GATE VALVE • FOUND MONUMENT N WV S RIM=965.63 HYDRANT -� ATP Ii�pB,�ALVE E OMMUNICATIONS PEDESTAL EXISTING TREE LINE > E" ELECTRIC METER W Ea ELECTRICAL PEDESTAL INLET PROTECTION LJ— �'l TRAFFICELECTR/CSIC TRANSFORMER Q LIGHT POLE ROCK CONSTRUCTION DECIDUOUS TREE ENTRANCE �/ / CONIFEROUS TREE SILT FENCE Q % O ry I l / ye -2�83<�8G/0" `+ ...7 217n09 1 1 -789 , �so. ENS !?�STA 3+46 '2792 02re8 RIM=9 7.99 9 wv=9675s � - 27 279G = i 2810 e L+QO 28' L- — +�0 Lo �. l .e �V2864t -7 Do 6 rn 87 �' BI OCK - r 286 2862 �- G=982.0 4 a a 6 TF -982.3 , - c�--° �wArr LL=97.4.6 �� WO y��g6 2s6a 283 2873 �.� I aoP �_ Z278� GY k� F, 12gvt I 'a3/ a / 2814 �" / ,, F�.� ,0 L� _ IM 6�a2 i o i �� 9J28 5 �� l 4��; r I ,INv-_9583 i // PAVERS Q � 283 4 goo ���o 832 / - PRESENT s oRFUNr RIM -976.6 �� / /' �% l ,11 - 2871 ` INV -966.5 I 807C. / c G AB1.0 1 i V l , / RwV9eeas TF=981.3 0 6 y�iNv=eea_s� - L 4 �— L VERIrV WHAT THIS � - r� � � � LL=973.0 284 � `fly MANHOLE IS AND ' o olRecTHISO I / 20° Q WO I / �o 9�� - -7 `' Q� w 2 20 2821 / o, oirO \ L G 9 �1 �0 /�/ / / 2877 � �, o / 1 �O / \ 8 TF=981-,3 - '/182 /c, Q T� /�� V s68 s7 ti 2876 -- - - C, w' \ LL=973. /� - �„ - WO���_ - `I. I �/ / j_g g TOP OF WATER ELEVATION ON Ir / 2875 �-. / °1 ?qA4 .� I /) ''��� / / '/ I 8/22/2019 = 944.8 NAUD88 2834- � — — �� f'T � L 71�.. _ ��_ / 27 � �O` _ � / WL 94 4.5 NGV029 1/'/L o OH WL _ _ — — � � 7g4 (MN DNR LAKEFIND _ `.,..... / / ER R-,• - ��. �__ _ _ _ — �j � �_ _��- - 4 �lT1LMll�'OU I/ R a1MNr - �_ _ �+ _ = 971.1- - - - - 9i�' rR 2 ocK wL �. 976 \ wALL L - -972- AL - IS 9 / j / 12884 / LOT 7 I \ BIOFILTER r/tiATE - �� HWL = 970.6 6hPrRo. - ( a VERIFIED) EOF Le noN » s �'"' MU_ - _E » UTILITY' EASEMENT B C �, K G 970 DOC'. NO- 389348 BOT = 967.5 TOP OF u BERM=971.1BOT=971.0 RETAINING WALL o � TOP=974.0�� 0c BOT=1.0 / �1 /� WOOD o ' �/ /I,' l STEPS BL S 96. 'K—,i I/ll I 24.x//�,I -916 LAK E 1 ia.a. 'G,5' Rnc / _ �� 3 -SOUTH- / i ; / INV -9 94 I i �, �I ---- LINE� LOT / % //;��I I MINNEWASHTA S89'.38'460E 594.20 -- - - --- / / �/�11 � i 1( G7RAINAOE AND UTILITY �� EASEMENT PER PLAT — — LOT --7 66.' > W i �5 �, 5 LUT , �� / � R23 _ i CC C a ciI , TIS 1 F'/ D G E 'I E EE F DING I r � N CAMPION ENGINEERING N0. DATE DESCRIPTION SERVICES, INC REVISIONS / • Civil Engineering • Land Planning I hereby certify that this plan, specification or report has been prepared by me or 1800 Pioneer Creek Center, under my direct supervision and that P.O. Box 249 1 am a duly licensed Professional Engineer Maple Plain, 55359 Phone: 763-47479-5172 under the laws of the State of Minnesota. Fax: 763-479-4242 artin P. E -Mail: mcampion®campioneng.com MCampion -Lic. 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN SE ASH T 10 OR GRA G 30 60 NOTES GRAPHIC SCALE IN FEET PRELIMINARY GRADING PLAN PROJECT NO: 19-031 DAT SHEET NO. 6 OF 10 SHEETS 10/18/2019 LEGEND GLENDALE DRIVE OWNER/DEVELOPER EROSION CONTROL INSTALLER EROSION CONTROL QUANTITIES: - - x FENXsa°s Soo PROPOSED CONTOURS LAKETOWN HOMES NAME: -->> STORM "S`€W# � EASEMENT LINE - - - - -DAL-E _WI LLEN BRING _ SANITARY SEWER CONTACT: - - -SITE RESTORATION—= T:8 -AC- - - - i WATERMA/N -- -- - -- - ----SETBACKS 1536 BEACHCOMBER BLVD ADDRESS: SILT FENCE = 1605 LF --- UNDERGROUND GAS LINE WACONIA, MN 55387 WET DELINEATED WETLAND EDGE INLET PROTECTION = 2 EA coM �bl�r Aq COMMUNICATION LINE STORM SEWER PHONE: 952.715.2926 PHONE: ROCK CONSTRUCTION ENTRANCE = 1 EA UE - �pNDERGROWWN . ELECTRIC LINE EMAIL: DWI LLENBRINGHOME@GMAIL.COM -- IEDGE OF ASPHALT SANITARY SEWER I EDGE OF GRAVEL I WATERMAIN CONTRACTOR -- -- - EXISTING EASEMENT LINE � SWPPP DESIGNER NAME: — — - EXISTING/BACKGROUND PROP. LINE CULVERT 0 CAMPION ENGINEERING SERVICES, INC. CONTACT: SURVEYED BOUNDARY LINE OO SANITARY SEWER MANHOLE MARTY CAMPION ADDRESS: — - 980 tr EXISTING GROUND CONTOUR STORM SEWER MANHOLE C7 1800 PIONEER CREEK CENTER �%%j%j%%� BUILDING MAPLE PLAIN, MN 55359 PHONE: / O ET MONUMENT Wv ® STORM SEWER CATCH BASIN Q PHONE: 763.479.5172 0 /FOUND MONUMENT NWATER GATE VALVE O EMAIL MCAMPION@CAMPIONENG.COM WV / HYDRANT WATER GATE VALVE ✓M� COMMUNICATIONS PEDESTAL EXISTING TREE LINE ELECTRICAL PEDESTAL £L£cTRrc METER INLET PROTECTION ELECTRIC TRANSFORMER TRAFFIC SIGN - � LIGHT POLE ROCK CONSTRUCTION DECIDUOUS TREE ENTRANCE CONIFEROUS TREE JIFT 0 RIM -9 7.98 '� / / — — — — — ^ Ll 2693 2320 __-- `/ sj R E_ NV=967.511� 4 O �— , L-J S - 28 3�. a - - - - - - - - - -' ?801 79B E-3 LUV ?_874 6 t ' e --� � --f �— — — — - _ -- g�6� - O - 86W - ) `J 2862 ✓ +11 A -,Go / 2� L / /28�� � � G=9820 -Io l l = _ � � BOCK- / / a " q 9 . - ) - / i % 236 50 5 TF=982.3 - i hyo E?0 CONS`fRU/OXJ Att 9 , LL=974 .t5 E RAA�CE� e r / e �� / wo-_ ,/ .� 1 / 2868 I b 4 16 /��j / _ INSTALL T �� 2 O 1�� 3 0���' �;o� ''2 8 �// , /, 2 s92H54z8Fy3' 02873 - i _ NS ALL SIL FENCE _ - - �� ,_ 2a a 278 T� / aca - / ^ 2814- AR ND POND f IM s az a7i� EM 0 75' of PVC SDR 6: 9 2a 5 Nv1esas i PAVERS % z IM T LY AFT �4 �- ZL // TD / l RiM=9765 % �I :-_��A- ` POND�RADtN�— �N p � / / , /, / 881 / -PRESENT S.HORELIN- S ery 1 c. 19 r G=981 M ,.9l0 -2 4F 8071� i RIM-977.72�'^� �I / n16 -981.3 _ ua INV -965,8 ti- TF=981.3 .-� vERiFv wHA>• tris i r = ' LL =973.0 2 E> p7 �^ 2847 - 'P MANHOLE IS AND -?,t / O `9� - _ 3 - y/11 - l 8 28 Z9 / g 4 oiRecnoN sr � � 2G s WO -_ � - Laz �G 31 -7 ' 028 �0 o TF -9 3 1 _9 2876 � ti / h, a_ / LL=973. �`L. i � W ��•� ��' i \� s: 'l �$G ' TOP OF WATER ELEVATION ON q m U %d l / 2578 I'.. -2^�42`id43� \ LJ SD ` - 2 - ! / /Q .Y/�5'� 2Sa7 \ \ 1 // 8/22/2019 = 944-8 NAVOBS 28 1 i�i OHWL = 944.5 NGV029 �2 -968- 2 71 CIE - _ 27 �pQ / ,, 2881 l .d �ND� - g - 2834 — — �iti34�L — 2856 - - - Q 2784 " �'` ,� r fll �/ l / (,J1 / / (MN DNR LAKEFINDER) — — 5�� 773 L ��4�1i(1MlI�OU / %i/� //l2�84J 2886 RETAINING - X71 .1- — — — \, �. TR lL A LOCK - 976 0� WALL WALL 2 .�L 972 i L .✓v 7a - 7.840 853 x;858 - `.J2774 Oo �� C' k2855 57Q' - ZG �- % ,' / / °8A4 / 2864) - GONG �. > %- > >3, ��T wv=95552 APPROT'IATE LOCATh7N��--- `S UTlL1T1' EASEMENT I\ (MUST DE VERIFIED �I l / BLOCK x X ). ) m DOC. NO. 389348 WOOD / U STEPS / LL i / r < LAK E SAM , /t5"4119 PL TIG / , N-9 94 M N N EWAS HTA SS Tr 16- / S89'38'48 E 594.20- �- DRAINAGE AND UTILITY — — EASEMENT PER PLAT �- SW COR. � — — — — 7 GOV LOT 5 LOT L 0 T S5 -T715 -R23 BLOCK E, OCK � S F A TOORE - 0 l �O N < , L C / SEE SHEET 10 FOR SWPPP 0 30 60 / NOTES Ai L --- — �' GRAPHIC SCALE IN FEET I hereby certify that this plan, specification PROJECT NO: N Civil Engineering Land Planning 1800CAMPION or report has been prepared by me or BOYLAN SHORE PRELIMINARY STORM WATER Pioneer Creek Center, under my direct supervision and that i P.O. Box 249 LAKETOWN HOMES POLLUTION PREVENTION PLAN 19-031 x ENGINEERING Maple Plain, MN 55359 1 am a duly licensed Professional Engineer / SERVICES INC. Phone: 763-479-5172 under the laws of the State of Minnesota. N N0. DATE DESCRIPTION ' Fax: 763-479-4242 CHANHASSEN, MN SHEET NO. 7 OF 10 SHEETS DAT10/18/2019 REVISIONS E -Mail: mcampion®campioneng.com Martin P. Cam ion -Lic. 19901 Date: Tree Tag DBH Common Name Scientific Name Notes 2771 20 Box Elder Acer negundo half of crown missing 2772 18 Box Elder Acernegundo 2773 26 Box Elder Acernegundo 2774 10 Box Elder Acernegundo 25% of crown is dead 2775 17 Box Elder Acernegundo 2776 16 Box Elder Acernegundo 2777 20 Box Elder Acernegundo 2778 14 Box Elder Acernegundo major decay at base 2779 12 Box Elder Acernegundo 2780 29 Sugar Maple Acersaccharum 2781 24,24 Sugar Maple Acersaccharum major decay at base, large limb damage 2782 30 Sugar Maple Acersaccharum some decay at main crotch 8' up from base 2783 36 Sugar Maple Acersaccharum 90% top missing 2784 16 Box Elder Acernegundo 2785 17 Sugar Maple Acersaccharum 2786 36 Sugar Maple Acersaccharum major internal decay along trunk, hollow 2787 38 Sugar Maple Acersaccharum 7000/6 top missing, major decay at base 2788 16,15 Black Walnut luglansnigra 2789 14 Box Elder Acernegundo 2790 15,10 Box Elder Acernegundo 2791 18,16,12 Box Elder Acernegundo 2792 14,12 Box Elder Acernegundo 14" has major decay alongtrunk 2793 11 American Elm Litmus americana 2794 15 Bitternut Hickory Caryo cordiformis 2795 13 Box Elder Acernegundo 2796 11 Box Elder Acernegundo 2797 10 Black Walnut Juglans nigra 2798 20 Box Elder Acernegundo 2799 10 American Elm Ulmusamericana 2800 10 Box Elder Acernegundo 25% top dieback 2801 13 Green Ash Fraxinus pennsyvanica 2802 42 Cottonwood Populus deltoides major decay along trunk 2803 26 Red Oak Quercus rubra 2804 14 Box Elder Acernegundo 2805 20 Box Elder Acernegundo 2806 12 Box Elder Acernegundo 2807 28 Box Elder Acernegundo decay at base 2808 19 Sugar Maple Acersaccharum 2809 13 Box Elder Acernegundo dewy at base Tree Tag DBH Common Name Scientific Name Notes 2810 14 Black Walnut luglansnigra 8.600/6 2811 11 Black Walnut luglansnigra 2812 10 Box Elder Acernegundo 2813 17 Box Elder Acernegundo 25% of crown is dead 2814 11 Black Walnut Juglans nigra 2815 10 Green Ash Fraxinus pennsyvanica 2816 10 Box Elder Acernegundo 2817 16 Green Ash Fraxinus pennsyvanica major decay at base 2818 20 Red Oak Quercus rubra 2819 20 Black Walnut Juglans nigra 2820 22 American Elm Ulmusamericana 2821 15 Box Elder Acernegundo 801/o dead 2822 10 Green Ash Fraxinus pennsyvanica 2823 11 Green Ash Fraxinus pennsyvanica 2824 13 Green Ash Fraxinus pennsyvanica 2825 10 Green Ash Fraxinus pennsyvanica 2826 24 Black Walnut Juglans nigra 2827 10 Green Ash Fraxinus pennsyvanica 2828 12 Green Ash Fraxinus pennsyvanica 2829 11 Box Elder Acernegundo 2830 15 Box Elder Acernegundo 2831 18 Box Elder Acernegundo 2832 14 Box Elder Acernegundo 2833 17 Green Ash Fraxinus pennsyvanica 2834 14 Green Ash Fraxinus pennsyvanica 2835 16 Green Ash Fraxin us pennsyvanica 2836 18 Green Ash Fraxinus pennsyvanica 2837 it American Elm Ulmus americana 2838 16 Green Ash Fraxinus pennsyvanica 2839 15 Box Elder Acernegundo 25% top dieback 2840 26 Willow Solix sp. 2841 11 Green Ash Fraxinus pennsyvanica major decay along trunk 2842 14,13 Box Elder Acernegundo 2843 24,23 Willow Salix sp. 2844 12 Box Elder Acernegundo 2845 20 Box Elder Acernegundo 2846 15 Box Elder Acernegundo 2847 10 Box Elder Acernegundo 2848 24 Box Elder Acernegundo dewy at base 2849 24 Box Elder Acernegundo N CAMPION ENGINEERING DESCRIPTION SERVICES, INC REVISIONS • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: mcompion®campioneng.com I hereby certify that this plan, specificatio or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P. Campion —Lic. # 19901 Date: Tree Tag DBH Common Name Scientific Name Notes 2850 16 Box Elder Acernegundo 8.600/6 2851 55 Cottonwood Populus deltoides 2852 28 Willow Salix sp. 2853 16 Box Elder Acernegundo 2854 19,16 Box Elder Acernegundo 2855 20 Box Elder Acernegundo 2856 17 Box Elder Acernegundo 2857 13 Box Elder Acernegundo major decay at base 2858 18 Box Elder Acernegundo 2859 16 Box Elder Acernegundo 2860 18 Box Elder Acernegundo 2861 21 Box Elder Acernegundo 2862 20 Green Ash Fraxinus pennsyvanica 2863 15 Box Elder Acernegundo 2864 18 American Elm Ulmus americana 2865 16 Box Elder Acernegundo 2866 10 Sugar Maple Acersaccharum 2867 10 Sugar Maple Acersaccharum 2868 33 Bur Oak Quercus macrocarpa 2869 14 American Elm Ulmus americana 2870 10,10 Basswood Tiliaamen icana 2871 19 Basswood Tilia americana 2872 10,10 Basswood Tiliaamen cana 2873 18,18 Willow Salix sp. 2874 16 Green Ash Fraxinus pennsyvanica 2875 14 Green Ash Fraxinus pennsyvanica 2876 12,12 Green Ash Fraxinus pennsyvanica 2877 12 Basswood Tilia americana 2878 11 American Elm Ulmus americana 2879 38 Red Oak Quercus rubra 25% top dieback 2880 10,10 Basswood Tilio americana 2881 12 Basswood Tiliaamericana major decay along trunk 2882 10 Basswood Tilia americana 2883 28 Red Oak Quercus rubra 2884 10 American Elm Ulmus americana 2885 10 American Elm Ulmusamericana 2886 10 Green Ash Fraxinus pennsyvanica 2887 10 Basswood Tilia americana TOTAL INCHES 1803 BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN LEGEND 0 2790 DENOTES TREE LOCATION & TREE ID CANOPY OF TREE AREA CANOPY COVERAGE CALCULATIONS TOTAL SITE AREA 2.71 AC EXISTING CANOPY COVERAGE 1.59 AC BASELINE CANOPY COVERAGE (1.59/2.71) 59% MINIMUM CANOPY COVERAGE 35% CANOPY CPVERAGE AFTER GRADING 8.600/6 REQUIRED TREE REPLACEMENT 26.40% REQUIRED TREES* 29 X2. SF PER TREE 0 30 60 GRAPHIC SCALE IN FEET PRELIMINARY TREE INVENTORY / REMOVAL PLAN SHEET NO. 8 OF 10 SHEETS PROJECT NO: 19-031 0/18/2019 S SII i PII HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY THE HYDRANT MARKER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR ALUMINUM ROD 5' IN OVERALL LENGTH, FOR SIDE MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TAPE WRAPPING. INSTALL MAGNETIZED EXISTING OR FUTURE TRACER BOX CURB OR GUTTER LINE (SNAKE PIT) AND HYDRANT TRACER WIRING AS VALVE BOX NEEDED PER STREET DETAILS 5500,5501,5502 24" MIN. 2.0% HYDRANT SHOE 3' 2' AND BARREL SHALL BE PLASTIC z AS REQUIRED 10' TYPICAL WRAPPED PER Q. M SECTION 2.03a. o in Z n ANODE BAG g CITY WALL FURNISH ANODE BAG,STRAP AND STAINLESS STEEL BAND TO BE INSTALLED BY CONTRACTOR ,r' 6 C-900 6 C-900 WITHOUT ADDITIONAL COMPENSATION. 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" CLEAR ROCK WITH ADAPTER AND 2 LAYERS OF 8"x8"x16" SOLID CONCRETE BLOCK POLYETHYLENE (4 MIL) NOTES: 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD AS NOTED IN SECTION 2.09 OF THE WATERMAM SPECIFICATIONS. 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 5. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. SOF TYPICAL HYDRANT INSTALLATION REVISED: 11-16 ENGINEERING DEPARTMENT PLATE NO.. 1004 FILE NAME: G: ENG SPECS 1004 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) 6" Concrete Collar Manhole steps shall be Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. a 4'-0" Pipe shall be cut off 4" from the 5„ inside face of the manhole wall. ;.r ..::.......:.::::...:. �. '::r.;::�...`.•r::::1."':a:; Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths greater than 14' or if the structure is larger then 48" diameter. Z Street PL D&U Variable Easement 6' Metal fence post Variable denoting curb box, top 6" painted blue. -� Curb box with 1 14" standpipe and sta ionory rod Water Service 1" Type "K" Copper in r 1"X1" Corporation Cock Concrete brick support min. size 3" thick & 32 Sq. In. Water Main NOTES: 1. Do not plug end of curb stop. 3"r 2. Add 6" crimped pigtail to curb stop. c° 3. The copper service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be of the quick compression type as stated in section 2.11 of the watermain specifications. 5. All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. For Use Only with Private Driveways, SOF 28"R TYPICAL Top Bituminous Material 68"R N WATER �. CHEM ��t1IM Surmountable SERVICE REVISED: 10-16 -.i 4" 4 4 1 1/8"r I Bituminous PLATE NO.: i�-_►_12' Bituminous Curb I N ENGINEERING DEPARTMENT 1005 W! OF FILE NAME:G: ENG SPECS 1005 TYPICAL CURB �Iw1Ild1►11i11 AND GUTTER NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH. 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. W10F CHH( aS� STANDARD STORM MANHOLE REVISED: 10-16 �I�Iann�llileeuu PLATE NO.: ENGINEERING DEPARTMENT 3100 FILE NAME: G: ENG SPECS 3100 I�[11l��lrl�l DESCRIPTION REVISIONS a x a r.iccranu D_4342 GRATE OR :QUAL � 3'-7" DIA 0 REVISED:10-16 FILE NAME: G: \ENC N CAMPION ENGINEERING SERVICES, INC See detail 2110 for adjustment rings. Concrete collar E: FORCING TO CONSIST OF #4 3 AT 8" O.C. BOTH WAYS .S TO BE PRECAST SECTION -CAST OPENING AS REQUIRED JC. BASE SHALL BE 6" POURED IN PLACE OR 5" PRECAST SLAB CfffOF I CATCH BASIN MESEN 27" DIAMETER wn1 RR Tyler No. 6860 7.5' Minimum cover required Mueller No. H-10361 over top of water main. CL PL Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers i VARIABLE To Within 4" Of The Surface DROP LID If The Distance From ; I 9' The Top Nut Of The Valve To I VThe Surface Is Greater Than 8'. I Grade Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. V8502 27" TOP Tyler No. 58 14" c No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" VB521 No. 58 14" EXTENSION VB522 No. 59 20" VB523 No. 60 26" Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Valve and Box to be BOTTOM plastic wrapped per `\'L section 2.03a ? I BASE Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base Gate Valve Adapter: 1/4" Steel With Protective Coating, 1/2" Rubber Gasket Installed Between The Gate Valve And Gate Valve Adapter. Clow, Mueller or Approved Equal Resiliant Wedge Valve L Conforming to AWWA n C-509 Standards With J� Stainless Steel Nuts & Bolts and 2" r Bronze Operating Nut. 8"x8"x16" Concrete Block W10F I TYPICAL GATE VALVE CHIP= AND BOX INSTALLATION REVISED: 3-16 ENGINEERING DEPARTMENTPLATE No. 1006 FILE NAME: G: ENG SPECS 1006 ENGINEERING DEPARTMENT PLATE 10-: 310,3 \3103 • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@compioneng.com METAL TEE POSTS INSTALLED FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED GREEN. OVERLAP ON TEE POSTS ----.-,L PLUGGED END WYE BEND Cn 6" PVC SDR -26 PIPE MIN, SLOPE 1/4" PER FOOT w jj dI SERVICE MARKER) - `1/2 PIPE DIAMETER MIN. (SEE NOTE #2) SANITARY SEWER GRAVITY MAIN NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE FINISHED GRADE AND PAINT TOP 6" OF POST FLORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE (3149.2-H). CITIOF TYPICAL SANITARY SEWER SERVICE CHU=( LESS THAN 16' DEEP) REVISED: 10-96 SPECS 2001 PLATE NO.: ENGINEERING DEPARTMENT 2001 FILE NAME: G: ENG I hereby certify that this plan, specificatio or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P. Campion -Lic. # 19901 Date: CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. SIGNS TO BE A MINIMUM OF 12" X 18". 2. RED ON WHITE IS PREFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75'INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Cfff OF FIRE LANE CHEF SIGNAGE REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5218 FILE NAME: G:\ENG\SPECS\5218 BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN SHEET NO DETAILS 9 OF 10 PROJECT NO: 19-031 SHEETS DATE 0/18/2019 6" 1 Distance to (L variable 1/2 r 3"r Top Bituminous Material 1/2"r c° slope 3 4" er ft e. MnDOT 8618 Concrete Curband Gutter 6"1 Distance to variable 1/2 r� 3"r 1 /2"r Top Bituminous Material ..: 3 slope 3/4 per _ MnDOT B612 �.."• Concrete Curb and Gutter .. 8". 12„ NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R N �. 17 1/2" 1 10 1/2" 1 Surmountable Concrete Curb and Gutter 28" -.i 4" 4 4 1 1/8"r I Bituminous Surface i�-_►_12' Bituminous Curb I N 4" Shoe Formed W! OF TYPICAL CURB �Iw1Ild1►11i11 AND GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLArE Na': 5203 FILE NAME: G: ENG\SPECS 5203 I hereby certify that this plan, specificatio or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P. Campion -Lic. # 19901 Date: CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. SIGNS TO BE A MINIMUM OF 12" X 18". 2. RED ON WHITE IS PREFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75'INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Cfff OF FIRE LANE CHEF SIGNAGE REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5218 FILE NAME: G:\ENG\SPECS\5218 BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN SHEET NO DETAILS 9 OF 10 PROJECT NO: 19-031 SHEETS DATE 0/18/2019 5 FT. MIN. LENGTH STEEL POST 1`i. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING -q AT 6 FT. MAX. SPACING PLASTIC ZIP TIES GEQTEXTILE FABRIC 36 WIDE PLASTIC ZIP TIES GEOTEXTILE FABRIC 36" WIDE f (50 LB. TENSILE) (50 LB. TENSILE) ABRIC ANCHORAGE LOCATED IN TOP 8" TIRE COMPACTION ZONE LOCATED IN TOP 8'• TRENCH.BACKFlLL WITH TAMPED NATURAL SOIL FLOW w FLOWFLOW Fr r aw FLOW - 6..MIN. �. Z� FLOW �W a Lu .- za om 6"MIN. SILT FENCE TO BE PLACED w MACHINE SLICE ON CONTOUR. SEE SLOPE/GRADE NF- 8' - 12" DEPTH Nw AND LENGTH CRITERIA BELOW a IN. SILT FENCE, MACHINE SLICED@Q 2 SILT FENCE, HEAVY 2 DUTYDQ 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 35" WIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL N 0 Z FLOW a Lu .- ? 0 SILT FENCE TO BE PLACED O 6' ON CONTOUR. SEE SLOPE/GRADE w AND LENGTH CRITERIA BELOW Qa IN. SLOPE SILT FENCE, PREASSEMBLED 1 2 VARIABLE SLOPE GRADE MAX LENGTH LESS THAN 2% 100 FEET 2 - 5-% 75 FEET 5 -10% 50 FEET NOTES. 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE 1Q To Protect Area From Sheet Flow FOR SEDIMENT CONTROL Q2 Maximum Contributing Area: 1 Acre SLOPE VBLE J-.6 SIRABtE 1'� SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL 0 REVISED: 3-12 FILE NAME: G: \EN( / ROpO Pugy\C � 1"-2" CLEAN CRUSHED ROCK 150. t, 6"MIN.DEPTH FOR ROCK�. 10"MIN.DEPTH FOR WOODCHIPS �OZN M\N�M�M 18" MINIMUM CUT OFF BERM L� TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC Cfff OF SILT M FENCE PLATE NO.: REVISED: 1-10 7\5300 ENGINEERING DEPARTMENT 5300 FILE NAME: G:\ENG 1" DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36" WIDI FASTENED TO STEEL T -I WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF 4' MINIMUM F WITH FILTERED WATER a a SECTION A -A " CITIOF OFFROAD CATCHBASIN N Ullal111�DDfll1 FILTER BARRIER PI ATF Nn pis 12" tINUIIN[.r-MIIVU UGr_MRIIVILIVI JJVL 51111 FILE NAME: G:\ENG\SPECS\5302 NO. I DATE REVISIONS NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. crffOF ROCK r,�'� CONSTRUCTION MM ENTRANCE ENGINEERING DEPARTMENT PLATE NO.: WOODEN LATH SHALL BE NAILED SECURELY TO INE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE �- FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. I N 5301 8-10 FABRIC FLAP- BURY UNDER ROCK TO PREVENT UNDERWASHING 2" WASHED ROCK 1' DEEP X 2' WIDE aff OF SILT BOX SEDIMENT TRAP ��Q 11>m= REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5302G FILE NAME: G: \ENG\SPECS\5302A N CAMPION ENGINEERING SERVICES, INC • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcampion®compioneng.com CALL 48 HOURS BEFORE DIGGING: SEDIMENT TRAP GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., MN. TOLL FREE 1-800-252-1166 ESS BROS., CORCORAN, MN. OR EQUAL GENERAL GRADING NOTES SPECIRCA710NS AND STANIJARDS DESIGN LOADS 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY ABC UMIAL OF STEEL CONSTRIM.WN. 9TH MMON. AVOWABLE AXLE WMW LOAD N/A DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS AWS STRUCRIPAL YMMG CODE - STE11_ 01.1-94. SAFETY FACTOR N/A PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY 29 GFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW PATE (THROUGH TYPE FF naER) 0.707 cm o 3• HEAD DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION W"IYUN OVERFLOW RATE 5.94 CFS O 15' HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 - CEMER OF RLTLR ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10' FILTER ASSEMBLY CURB CG -23 HIGH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. fff OF CATCH BASIN SEDIMENT TRAP 1-10 ENGINEERING DEPARTMENT 11 NO.: 5302A ,ME:G:\ENG\SPECS\5302A TYPICAL BITUMINOUS PATCH DETAIL EXISTING BITUMIOUS SURFACE 2" MNDOT 2360 SPWEA340C TACK COAT 2357 2" MNDOT 2360 SPNWB330B 12" MIN. CLASS 5, 1007 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. Cil! OF TYPICAL STREET CHMM PATCHING BITUMINOUS REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: FlLE NAME: G:\ENG\SPECS\5202A 5202A I nereoy certlTy tnat tins plan, specmC01IO or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. lartin P. Campion -Lic. # 19901 Date: PHASES OF THIS PROJECT. 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 6. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT' OR OTHER TOXIC MATERIALS. 7. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 8. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE STREET AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT. 11. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING OR STREET AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.31`2 OR AS DIRECTED BY THE SOILS ENGINEER. 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE BUILDING AND STREET SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MN/DOT 2105.31`1. 13. TOLERANCES: 0. THE STREET SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. b. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.20 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. C. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS % INCH OF THE SPECIFIED THICKNESS. 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE SIX INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS. 18. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 19. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION OR AS DIRECTED BY THE SOILS ENGINEER. 20. WITHIN SEVEN DAYS OF COMPLETING THE BASIN GRADING, THE SIDE SLOPES OF THE BASINS SHALL BE SEEDED WITH MNDOT SEED MIX 34-262 WITH HYDRAULIC MATRIX. CAUTION NOTES: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN EROSION/SILTATION CONTROL 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2. THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 3. THE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPCA SHALL BE INSTALLED WITHIN 24 HOURS OF NOTIFICATION. 4. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED BY SWEEPING. 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. 6. ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND MONITORING THE REQUIREMENT OF THE MPCA PERMIT. 8. ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, ISLANDS AND SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 6 INCHES TOPSOIL, SEEDED AND MULCHED (TYPE 1). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 25-142 ® 45 LBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDOT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALL BE USED FOR TEMPORARY SEEDING IF NEEDED. 9. PONDS SHALL BE SEEDED WITH MNDOT SEED MIX 34-262 WITH HYDRAULIC MATRIX. 10. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY. b. INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. C. CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. d. CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER TO DIVERT SURFACE RUNOFF TO TEMPORARY SEDIMENTATION PONDS. e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. f. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. g. INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONTRACTOR SHALL PLACE MIRAFI FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE INLETS UNTIL PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETED. 12. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 13. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, AT LOCATION SELECTED BY OWNER, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT. 14. INSTALL SILT FENCE AROUND POND UPON COMPLETION OF GRADING. 15. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 16. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED, FENCED ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE MATERIAL WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE. 17. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. 18. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EARTH -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER NON -VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 7 DAY TIMEFRAME. 19. THE CONTRACTOR SHALL PROVIDE AND INSTALL A SWPPP MAILBOX (INCIDENTAL). DETAILS & NOTES SHEET NO. 10 OF 10 PROJECT NO: 19-031 SHEETS JV�110/18/2019 CITY OF CHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: Campbell Knutson PA Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER 01TRANSMITTAL DATE JOB NO. 8/13/20 L In ATTENTION Jean Olson RE'. ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 8/13/20 Letter from CK to Abby Ko en regarding Boylan Shores 1 7/10/17 2017-10 Conditional Use Permit for Lots 5 & 6, Blk 1, Avienda ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Recording ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ® Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Please contact Shameen AI-Jaff at 952-227-1134 or sal-jaff@ci chanhassen.mn.us with any questions about the Boylan Shores letter. Please contact Kate Aanenson at 952-227-1139 or kaanenson@ci.chanhassen.mn us regarding the Avienda CUP. Thank you COPY TO: Cr-iNN'N V Qaz P-� .Jean Steckling. (952)227-11 SG'SNNED 11 enclosures are not as noted, kindly notiN us at once. 0 0 CAMPBELL KNUTSON ••• •NAL *ASSOCI AT ION August 13, 2020 Roger N. Knutson Elliott B. Kneuch Joel J. Jamnik Via email: akoppenCtitlemark.com Andrea McDowell Poehler Abby Koppen, Escrow Officer Soren M. Mattick Title Mark, LLC David S. Kendall 121 West Main Street, 4200 Henry A. Schaeffer, III .Alin Schwartz Waconia, MN 55387 Shana N. Conklin James J. Monge, III Re: City of Chanhassen — Laketown Builders, LLC Jerome M. Porter Leah M. Koch Lot Swap /Combination — Richard Dorsey and Susan Haun-Dorsey, Meagan K an K. Keller Laketown Builders, LLC, and the City of Chanhassen Mylar Plat Recording — BOYLAN SHORES Thomas J. Campbell= Title Commitment File No. 2010241 dated February 18, 2010 (Dorsey) Tule Commitment File No. 1010242 dated March 18, 2020 (Laketown) *Rnwd Dear Ms. Koppen: This office is legal counsel for the City of Chanhassen (the "City"). For convenience, Title Mark, LLC is referred to in this letter as "you." This letter ("Escrow Instructions") constitutes Escrow Instructions for the land swap / combination with Richard Dorsey and Susan Haun-Dorsey ("Dorseys"), Laketown Builders, LLC ("Laketown'D and the City, and the mylar plat recording for Boylan Shores. The City's closing documents shall be disbursed strictly in accordance with these Escrow Instructions. Attached to this letter is an acknowledgement by you of the receipt of this letter and your agreement to hold and disburse the closing documents and funds in accordance with the Escrow Instructions. Prior to undertaking any actions related to the Escrow Instructions, you must first sign and return a copy of this letter to me via email (original to follow by mail). A. Land Swap/Combination Documents. The following original documents are listed below are being picked up from the City by you: 1. Quit Claim Deed from Dorseys to Laketown for the North 18.50 feet of Lot 1, Block 2, Country Oaks; 2. Quit Claim Deed from Laketown to Dorseys for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 3. Copy of Application to Combine Real Estate Parcels signed by Richard Dorsey; 4. Quit Claim Deed from Dorseys to Dorseys with City Clerk's Certification attached; 211039vI Page 2 Abby Koppen, Escrow Officer Title Mark, LLC 5. Quit Claim Deed from City to Laketown for Outlot B, Glendale Drive Homes; 6. Copy of Application to Combine Real Estate Parcels signed by Dale Willenbring of Laketown; 7. Quit Claim Deed from Laketown to Laketown with City Clerk's Certification attached; 8. Lot Line Adjustment — Copy of Certificate of Survey showing existing and proposed legal descriptions; B. Mvlar Plat Documents. The following original documents listed below are being picked up from the City by you: 1. Mortgage Holder Consent to Plat by Security Bank & Trust Company; 2. Development Contract, with executed fee owner consent and mortgage holder consent by Security Bank; 3. Mylar plat for Boylan Shores; 4. Declaration (CIC No. 165). C. Bank Documents. You have obtained the following fully executed original documents for recording: 1. Partial Release of Mortgage from Security Bank & Trust Co. for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 2. Modification Agreement Supplement to Mortgage and Partial Conveyance by MERS. D. Additional Documents/ Closing Conditions. The documents referenced above are to be disbursed, if and only if, the following conditions have been met: 1. You have received the fully executed Stormwater Maintenance Agreement -Best Management Practice Facilities; 2. You have received the fully executed Subsurface Sewage Treatment System,'Propertv Transfer Disclosure Form: 3. You have received the Minnehaha Creek Watershed District approval letter; 4. You have received funds to pay off all real estate taxes due and payable in 2020, including special assessments, if any, prior to recording any documents for PIN Nos. 25-0051600 and 25-2510090: 5. You have received funds from Iaketown to cover all costs associated with the recording of documents listed in Paragraphs A., B. and C., above; 6. You have received telephonic instructions from the undersigned or member of this firm to proceed with the closing of the transaction. 211039v1 0 0 Page 3 Abby Koppen, Escrow Officer Title Mark, LLC E. Closing Instructions. When the conditions under Section D of these Escrow Instructions have been met, you shall record the following documents in the order listed, prior to any other transfer documents or encumbrances 1. Quit Claim Deed from Dorseys to Laketown for the North 18.50 feet of Lot 1, Block 2, Country Oaks 2. Quit Claim Deed from Laketown to Dorset's for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 3. Quit Claim Deed from Dorseys to Dorseys with City Clerk's Certification attached; 4. Quit Claim Deed from City to Laketown for Outlot B, Glendale Drive Homes; 5. Quit Claim Deed from Laketow-n to Laketown with City Clerk's Certification attached; 6. Partial Release of Mortgage from Security Bank & Trust Co. for a portion of Government Lot 5, Section 5, Township 116, Range 23 West; 7. Modification Agreement Supplement to Mortgage and Partial Conveyance by MERS; 8. Mortgage Holder Consent to Plat by Security Bank & Trust Company; 9. Development Contract; 10. Mylar plat for Boylan Shores; 11. Declaration (CIC No. 165); 12. Stormwater Maintenance Agreement/Best Management Practice; and 13. Subsurface Sewage Treatment System,?roperty Transfer Disclosure Form. E. Recorded Documents. Once recorded, you will return copies of the recorded documents referenced in paragraph D, above, to the undersigned. F. Closing Date. Unless you are able to close this transaction, and record the documents listed, before the end of business on August 17, 2020 you shall return the Escrowed Documents to me, unless you receive other instructions from the respective parties If you have any questions regarding the above, please contact the undersigned. Thank you for your cooperation in this matter. Very truly yours, Campbell Knutson, P.A. By: /s/ Andrea McDowell Poehler Andrea McDowell Poehler AMP/Imo 211039A 0 0 Page 4 Abby Koppen, Escrow Officer Title Mark, LLC Agreed to and accepted this JZ day of 2020. TITLE MARK, LLC. Abby Kop enf tscrow Officer 211039%1 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSFN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Datil; PC Date: CC Date: -4u 60 -Day Review Date: (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment.. ............ ..... ­­ $600 ❑ ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Conditional Use Permit (CUP) ❑Metes & Bounds (2 lots)..................................$300 ❑ Single -Family Residence................................$325 ❑ Consolidate Lots. ........ .................................... ❑ All Others ......................................................... $425 ❑ Interim Use Permit (IUP) ❑1 Final Plat ..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others ......................................................... $425 ❑ Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 ❑ Commercial/Industrial Districts'.... ................. . $500 Plus $10 per 1,000 square feet of building area: (_thousand square feet) `Include number of existing employees: 'Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot I lots) Variance (VAR) .................................................... ❑Metes & Bounds (2 lots)..................................$300 Wetland Alteration Permit (WAP) ❑ Consolidate Lots. ........ .................................... $150 ❑ Lot Line Adjustment.........................................$150 ❑ All Others..... ........... ...................................... ❑1 Final Plat ..........................................................$700 Zoning Appeal ...................................................... $100 (Includes $450 escrow for attorney costs)' Zoning Ordinance Amendment (ZOA)................. $500 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others..... ........... ...................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (city to generate after pre -application meeting) .................................................. $3 per address (_ addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds TOTAL FEE: % Section 2: Required Information Description of Proposal: Three lot residential subdivision Property Address or Location: Parcel #* 250051600 Legal Description: 6760 Minnewashta Parkway See Attached Total Acreage: 2.71 Wetlands Present? ❑ Yes ❑ No Present Zoning: Single -Family Residential District (RSF) Requested Zoning: Single -Family Residential District (RSF) Present Land Use Designation: Residential Low Density Existing Use of Property: Single Family Home ❑Check box if separate narrative is attached. Requested Land Use Designation: Residential Low Density Section 3: Property APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Laketown Builders, LLC. Contact: Harold Worrell Address: PO Box 89 Phone: (612) 501-8813 City/State/Zip: Waconia, MN 55387 Cell: Same Email: Harold@LaketownBuilders.com Fax Signature: -r'L Date: t � PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Dale Wllenbring Contact: Address: PO Box 89 Phone: (952) 715-2926 City/State/Zip: Waconia, MN 55387 Cell: Email: Dale La e o nBuilders.com Fax: 7 Signature: Date: 2 �✓ This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Campion Engineering Services Contact: Marty Campion Address: 1800 Pioneer Creek Center Phone: (763) 479-5172 City/State/Zip: Maple Plain, MN 55359 Cell: (763) 486-3799 Email: mcampion@campioneng.com Fax Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: ❑� Property Owner Via: ❑✓ Email ❑ Mailed Paper Copy Name: ❑� Applicant Via: ❑✓ Email ❑ Mailed Paper Copy Address: ❑� Engineer Via: Q Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other` Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM: and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. � I I, Name: �-alt ptl Contact:fK Address: _h31 boy It l�a�' 2 Phone: City/State/Zip: ,q ' ✓ j j 3 ( Cell: Email:\ Fax: Signature cc . ( Date: 5 / `j This applic4ion must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Campion Engineering Services, Inc. Contact: Marty Campion Address: 1800 Pioneer Creek Center Phone: (763) 479-5172 City/State/Zip: Maple Plain, Mn 55359 Cell: (763) 486-3799 Email: mcampion@campioneng. corn Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: 2 Property Owner Via: ❑✓ Email ❑ Mailed Paper Copy Name: Harold Worrell ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑� Engineer Via: ❑' Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other` Via: ❑ Email ❑ Mailed Paper Copy Email: Harold@LaketownBuildem cm INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM BOYLAN SHORES KNOW ALL PERSONS BY THESE PRESENTS: That Laketown Builders LLC, a Minnesota Limited Liability Company, fee owner, of the following described property situated in the County of Carver, State of Minnesota to CITY COUNCIL, CITY OF CHANHASSEN, MINNESOTA wit: This plat of BOYLAN SHORES was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this R. T- DOC. NO. Outlot B, GLENDALE DRIVE HOMES, according to the recorded plat thereof, Carver County, Minnesota. --------- day of -------------------- 20_____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. AND: - City Council, City of Chanhassen, Minnesota The north 18.50 feet of Lot 1, Block 2, COUNTRY OAKS, according to the recorded plat thereof, Carver County, Minnesota. AND: By'-------- --------------- By: ---- -- That part of of Government Lot 5, Section 5, Township 116, Range 23 West, Carver County, Minnesota, being described as follows: Mayor Clerk Beginning at a point 594.2 feet East of the southwest corner of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot PROPERTY AND FINANCIAL SERVICES DIVISION DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5, to place of beginning of parcel of land to be described; thence continuing North 162.5 feet; thence East and parallel with the South line of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning. I hereby that taxes in 202have been for land described on this Dated this I certify payable and prior years paid plat. EXCEPT that part described as follows: ------ day of ------------------• 20----' I it 10 Commencing at a point 594.2 feet East of the southwest corner of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to the place of beginning of the parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet; David Frischmon, Property and Financial Services Director 10 thence South 132.50 feet at right angles to said South line of Government Lot 5; thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning. By' --------------------------------------• Deputy o I Has caused the some to be surveyed and platted as BOYLAN SHORES and does hereby donate and dedicate to the public for public use forever the public ways and also dedicates the easements as shown on 0 I I this plat for drainage and utility purposes only. COUNTY SURVEYOR I I L_--- In witness whereof said Laketown Builders LLC, a Minnesota limited liability company, has caused these presents to be signed by its /hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plot has been reviewed and approved this ______ day of ---- ----J ------ proper officer this y --------da of------------------• 20-----' Laketown Builders LLC By., -------------------------------------- NOT TO SCALE _ ______________________ (Signature) Brian Proske, Carver County Surveyor Dale Willenbrina REGISTRAR OF TITLES, Carver County, Minnesota BEING 10 FEET IN WIDTH AND ADJOINING LOT AND President OUTLOT LINES AND BEING 10 FEET IN WIDTH AND l hereby certify that this plot of BOYLAN SHORES was filed this ______day of ---------------, 20____, at o'clock ___.M. as Document Number ADJOINING RIGHT OF WAY LINES, UNLESS OTHERWISE STATE OF _ INDICATED ON THIS PLAT. COUNTY OF -- _ -------------------- This instrument was acknowledged before me on __ ___by Dale Willenbring, President of Laketown Builders LLC, a Minnesota limited liability company. Kaaren Lewis, Registrar of Titles LEGEND --------------------------------- --------------------------- (Signature) (Name Printed) By: ----------------________-----_________ • DENOTES IRON MONUMENT FOUND Notary Public, - -------------- County, -------------- O DENOTES 1/2 INCH X 14 INCH IRON MONUMENT COUNTY RECORDER, Carver County, Minnesota SET WITH PLASTIC CAP MARKED RLS NO. 43055 My Commission Expires_______________ l hereby certify that this plat of BOYLAN SHORES was filed this ______day of _______________, 20____, at _____ o'clock ___.M. as Document Number FOUND CARVER COUNTY MONUMENT SURVEYORS CERTIFICATION I Chris Ambourn do hereby certify that this plot was prepared by me or under my direct supervision; that / am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey- that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all wafer Kaaren Lewis, County Recorder boundaries and wet /ands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate ore shown and labeled on this plat; and all public ways are shown and labeled on this plat. BEARING ORIENTATION NOTE: Dated this ----- day of _-------- 20__---. THE SOUTH LINE OF GLENDALE DRIVE HOMES /S ASSUMED TO --- Chris Ambourn, Licensed Land Surveyor BEAR S89'3846'E. Minnesota License No. 43055 N STATE OF MINNESOTA 0 30 60 90 COUNTY OF --------------------- SCALE IN FEET This instrument was acknowledged before me on this ____ day of ----- ------------- 20_____, by Chris Ambourn. 1 INCH = 30 FEET (Signature) Name Printed Notary Public, ________________County, Minnesota My Commission Expires_ ----- 50.00 ----- L=11.69 R=110.00 A=6°05'15" CHB=N10°28'41"E CH=11.68 N89°38'46"W _ 0.44 L=19.48 R=110.38 A=10°06'36"_ i / N81 CHB=1418°21'17"IE CH=19.45 J J I�- I J Y 33.92 n I ITI nT L_v I I -NORTH LINE OF LOT 1, BLOCK 2 COUNTRY OAKS _� 10.00 'j, J Ln J ZN .W O P7 / w0, ti� n �J �, �uf I rJ \� IJ CJ 0� IJ W1/4 COR. S5 -T7 16-R23 ,W ^a N o - SW COR. o ; GOV. LOT 5 2 S5 -T116 -R23 i FOUND 1/2 /N. IRON PIPE f _VA_ _ r% - S89'38'46 E 594.20 v - SW COR. No i' S5 -T116 -R23 yM U� LoN z z I r - N I SA I r- \ 7 L_ L_ I V L-1 /-\ L_ L_ OUTLOT A 589'38"46 E 193.50 7)10 r-------- ---- o. to oW S87'08'4814 °I o 22.24 1 / 9. 01 2 y0 / 5 / / DRAINAGE AND / UTILITY EASEMENT BLOCK ONE 10 mom° _ I 0 0 - Ito 127.31 -. I, - 149.08 -EAST LINE GOV. LOT 5 Fu S5 -Tl 16-R23 O N o so. 2 0- 0, ,-SOUTH LINE Gov. LOT 5 S5 -T716 -R23 F--\ L)I\ /1 -- LJ I \ I V L_ L�Lrj� /1 A ^ F- �� L/ I V I L_.� S89°38'46"E 795 +/- T L_� I W o Za 7.41 o mor- -------- --- -- --- ----- ^-7 ry / 70 „ S89'3846 E 2 / '00 3 0 27.00 10 1 / ryh ASR i o 71.80 o 137.25 / / 12+/ x.6600 / Ara ori - - 3 / /OryiaOr 3Q!r 10� / ----- ---- -- O ro;4i AQ, h0�� o s, ------ h� Q' ((b. y 'r� ij�7Y S89'38'46E 223.35 A� ry� rjry i'38'46"W GE AND 41.11 0 182.24 �y° ? 30.00 DRAINAEASEMfi'o.58"E 9378 6 ? � "�� rr t ry 0� 0 UTILITY - - - - - N7, , - / pOrrtb a / O �U1 2 JK •?� o � �%•� j � . / \'ori `. IN Vi / 00 m-- -------- -- '0 172.24 81.99 rz S89038'46"E 668 +/- \rr / ty Jb / C' JK mor / / o/ 128.44 / OUTLOT B ok// Cj S89 -38'46 -E 131+/- / s1 P 0 12+ OUTLOT C h CITY OF CHANHASSEN / RECEIVED 8+1-- _r\ / / MAY 2 2 2020 CHANHASSEN PLANNING DEpj / WENCK A V ASSOCIATES CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/27/2020 1:31 PM Receipt No. 00439821 CLERK: dwashburn PAYEE: Laketown Builders LLC 1536 Beachcomber Blvd Waconia MN 55387 - Boylan Shores ------------------------------------------------------- Use & Variance 700.00 Total 700.00 Cash 0.00 Check 2026 700.00 Change 3C„'�iJPt�L' 0.00 0 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND REC0MAMNDATION 110 Application of Laketown Builders for Subdivision approval. On December 3, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Boylan Shores for preliminary plat approval of property into three lots and four outlots. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential - RSF. 2. The property is guided in the Land Use Plan for Low Density Residential. 3. The legal description of the property is: See Attached Exhibit A 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven affects and our findings regarding them are: SUBDIVISION FINDINGS a. The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single - Family District and the zoning ordinance if the conditions of approval are met. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the Comprehensive Plan and subdivision ordinance if the conditions of approval are met. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; 0 Finding: The proposed subdivision will provide adequate urban infrastructure subject to the conditions specified in this report. e. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. f. The proposed subdivision will not conflict with easements of record; and Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets if the specified conditions of approval are met. VARIANCE FINDINGS MIT /�►�N Section 18-57. Streets. (r) Private streets serving up to four (4) lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following.- (1) ollowing. (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas. See. 18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: 0 0 VARIANCE FINDINGS WITHIN SUBDIVISONS The city may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a finding that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and Comprehensive Plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and Comprehensive Plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Minnewashta Parkway. The applicant's request is reasonable. Staff is recommending approval of this request. Plat. 0 RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary ADOPTED by the Chanhassen Planning Commission this Yd day of December 2019. glplan\2019 planning casesU9-17 6760 min m"foa pkwy sub and varViindings of factdocx COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 S AJ PC- CITY OF CHANHASSEN APPLICATION FOR DEVELOPMENT REVIEW Submittal Date:) t PC Date: I a / A CC Date: I I e�+G� 60 -Day Review Date: (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Conditional Use Permit (CUP) Consolidate Lots..............................................$150 ❑ Single -Family Residence................................$325 E❑ .............. . ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) 'Additional escrow may be required for other applications ❑ In conjunction with Single -Family Residence.. $325 ❑ Vacation of Easements/Right-of-way (VAC)........ ❑ All Others .........................................................$425 (Additional recording fees may apply) ❑ Rezoning (REZ) Lid (VAR) .................................................... ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review (SPR) ❑ Administrative_...............................................$100 ❑ Commercial/Industrial Districts' ......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) Include number of exisfino employees. 'Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) Q Notification Sign (City to install and remove) Subdivision (SUB) Create 3 lots or less .......................................$300 ❑ Create over 3 lots .......................$600 + $15 per lot O_ lots) ❑ Metes & Bounds (2 lots)..................................$300 Consolidate Lots..............................................$150 E❑ .............. . ❑ Final Plat .......................................x...........'.....$700 (Includes $450 escrow for attorney costs 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) variance Lid (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑✓ Property Owners' List within 500' (City to generate after pre -application meeting) ...................................... ❑ Escr f R (� addresses) $200 . .. $3 per address ow or ecording Documents (check all that apply) .................. $50 per document Conditional Use Permit [I Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deedsry TOTAL FEEL P J 1 Description of Proposal: Three lot residential subdivision. Property Address or Location: Parcel #: 250051600 Legal Description: _ Total Acreage: 2.70 Wetlands Present? Present Zoning: Single -Family Residential District (RSF) Present Land Use Designation: Residential Low Density Existing Use of Property: Single Family Home ❑Check box if separate narrative is attached. 6760 Minnewashta Parkway See Attached ❑ Yes �P No Requested Zoning: Single -Family Residential District (RSF) Requested Land Use Designation: Residential Low Density APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization proceed with t e study. I certify that the information and exhibits submitted are true and correct. Name: L (S 1r .fv .�i� �i< t2C �� Contact: Address:.3r3 C, ri �. oL Phone: �7y-1'3y City/State/Zip: _ 1 TM S_1 3 3 i Cell: Email: Fax Signature:, �t(�, i Date: _ / C ?/ PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Dale Willenbring Contact: Address: PO Box 89 Phone: (952) 715-2926 City/State/Zip: Waconia, MN 55387 Cell: Email: Dale@Laketow B Iders.com Fax Signature: ECity ation must be completed in full and must be accompanied by all information and plans required by City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist with the Planning Department to determine the specific ordinance and applicable procedural ts and fees.ation of completeness of the application shall be made within 15 business days of application submittal. A ce of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Campion Engineering Services, Inc. Contact: Marty Campion Address: 1800 Pioneer Creek Center Phone: (763) 479-5172 City/State/Zip: Maple Plain, Mn 55359 Cell: (763) 486-3799 Email: mcampion@campioneng.com Fax Who should receive copies of staff reports? 'Other Contact Information: ❑✓ Property Owner Via: ✓❑ Email ❑ Mailed Paper Copy Name: Harold Worrell ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: 3835 Meadov ie Terrace ❑� Engineer Via: 2 Email ❑ Mailed Paper Copy City/State/Zip: sl eo�iraaus, MN ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: Harold@Laketo Buildersxom INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital Copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM Z v Section 3: Property Owner and Applicant Information IIIIIIII APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Address: _J City/State/Zip: Email: Signature: o Contact: i Phone: 6 14 6 G I - Fr Cell: S (I M �. Fax: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the fling of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I c-ertrtify that the information and exhibits submitted are true and correct -Name: !S cL 604clw Contact: Address: .h')I t0i2, Phone: r1 y'cl 03`� City/State/Zip: . kin r OLI,� ' 1 j j ( Cell: Email: Fax: Date: Ll / ri This applic4ion must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Campion Engineering Services, Inc. Contact: Marty Campion Address: 1800 Pioneer Creek Center Phone: (763)479-5172 City/State/Zip: Maple Plain, Mn 55359 Cell: (763) 486-3799 Email: mcampion@campioneng.com Fax INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. I SAVE FORM PRINT FORM SUBMIT FORM Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑✓ ❑ ❑✓ ❑ Property Owner Applicant Engineer Other* Via: Via: Via:✓❑ Via: a❑ Email ❑ Email Email [-]Email ❑ Mailed Paper Copy ❑ Mailed Paper Copy ❑ Mailed Paper Copy ❑ Mailed Paper Copy Name: Harold Worrell Address: City/State/Zip: Email: Harold@Laketowneuildem.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. I SAVE FORM PRINT FORM SUBMIT FORM !lona wnu cwran aamm vnn M ^•„ n! n�-aea-000a �Llapi M XM1Aa N 9YNIS IM 11[ LpGMIa w ALL lam QRS Cy1q Mplry aq. W1]q V4Kf w OIIP NRO m[ � Np, pWn7D NnN,O�GOTLCIgI M Cw! 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PMMLIPI Wll FY[ IWVI IWn Np PN6 FV ML WPI M14n NLb WM1 N[ W.d YP M IYRAIw s aYwm. 1]. FPM[ YW tlpl IOWI b M N[ MI I(R 1XIX MM b®. WOW. MMPW W]Lm F df NW. IS MIRMAR, I Y'Odn,1 M MM1O4LW9 Tw M . p NLQ'W. IF NFROR RUR W x Rpf. 1 Ra P'Yei� r n 1f. ILWPI P[rtn wYwars w,w'19w.a .K. n•w WTWI CI W61K1[x. •LL • IIMIb W IWRTS p(6 •r M, lv[. IL WYORM NORR IMOr W OR NO aw LLY ttWLWiW Mw �N[ RIWFINYnmYF. V/. prvM cw Wu,P n�� zdiWa6l`pYw. do X,N ... w an°'wIWrWMO1m. A, w,Y. IOulrs RV/WMX FOR M, M OOR[Nw (M onm � R �W). v oM/0.w IIWYb ,v,. W, mMWt,m r N, M WW'I I.. vwl mnMe wX Wlw . snn IwBpl P1mnN1 w " ^ "^"' " ^" BOYLAN SHORES CAMPION ,m N,� P,N W,W. �^" Nr,,,'" a°,'„"„� DETAILS B NOTE i ENGINEERING mr� 1&031 :'L..:.. LAKETOWN HOMES SERVICES, INC. ti11R ... ,�.L�...a-.. CHANHASSEN, MN ISHEET N0. 10 OF. 10 SHEETS ialerzole s U FLENT TRAP �� �o H '' L�I..L.x . W �, W 1. as omnia° r nL.x �xxa«o .,... �21iEL1iS_C�3 BMK w.lmin Naf ROCK CONSTRNCTION In�1i EN WANCE XMEYwc uN,APPRN '... i6R iMCEKx n..x noxa Y R°5 ii M. i 1pv�m� 1 �a EDIMEN7 TRAP C VII• SILT BOM SEDIMENT MAP xnc xwnwlx o 51U3C w t� Px,Yme1 MA %- , TYPICAL STREET PATCHING BITUMINWS .r. XEmRW[x, 510�A M Pn. AR ] MN1�0Y Mtl M AR � D�]LIm'1p �M FM /In x V%' S FMOM1d MY � MU]Id Mbtl � tl4 dOC•IL A a A F NOrY6 mn�IlpO1wgin 1 n11W�n Y00illY].] 1bW1o•� XFwMi 1 ] fA VIWI 661 M nY MRT6! 19d1I Wyl • IpIMp W • FMS Y Ild L Mt M°RP � 16 WIQI WpPM uv n x /LEdpYW WwIx1'Mt�ttxS RFROM TH' RO 11 ""'"MOF. p]I WRW rqr N/[ro w M MYb9 d nbR W!p PWL •dWClb x.[CPOaq wmMlmwOpnPMnW11, 4NNCnWOR N IF gn1Ym ix Iw/a]I ],dSn b W PM:I{ N ILWM6A,x@..6 FMEd][0[aL W]COII YEgY K/Lq w M MdG YN OIIQf YWL! NM{ N IPtltl16lM M f Wd lMr IIIIfL Y WII]d M W/b! ]IdT. IS ]PDW]la M ]IIRI f{lYq{.Ilpi6 NV WMIIN Wl Itll VM N IAl YIY ]ENI NR IfdY0Y1 a YV�M IYY� YCppl P \ Sftl NWI N[NI®R1P49N1{dp{FI]IN]Gtl PP .WM d iA M IOaM dWq Y]0 P61{ N M c nmb Ml{PYLbA]Wd WPYp]Ib MNOm 14 M. M �YWRpN IRW YiW W16MR.1®ROYpOP 1PR n6 NF Wd MN! YlY® Wn Y I. PNG NPM 16 CCpWN PlN1 ]O'IE IYW W dnl [IMmI u1l[H 6 V0°�dN A M Wyp11g016 YLYZ WL[. If. .• . 6°p1N.aP CPIMON Ww a v[n YILIL p . M dYln6d . IIV W.. YP — m.NUY ,L � � sw ieR dW W.I° p pXMpX ro ww.re M 9OA6Y d M Mcl6 F M �.- OYn6t dWMOWIWn aWl { m6 dX IMM1w1® IO NiF TII xW1W4C M nooF� w Wxum ox a Mileln�ie a L� MR. mi] a M'I4n NF1. ]pMC II4 N4 E4YL EN10p,] rMX INaM dilrY nMWEl66dp Oa bM d ONLW M 011NCIdOtl[ C9VIInY W Ip.OI p•, p6� W 0 M. II NY W M IL/i1]I b M MMV W IiV6 XL bW W YMO WI P1I16 pM M IBRO WOptll] d M 11]16 M IPW9n b WY] MM1llp W] { Wl6 d O -IM6Sl N VYM YPIA MR PL bLL p 0]tl-11! AA SIdY 1O R, W RK NrtY'11 u10S NYIR x'[°uRi4Ho WImWMU n uW�,m16Ni]W m�n'"rzvn n0pp�m R nl ¢MIU µOK I \ 1{P•1�iw •1p®m wx�1OiMXla ®W R -M 10 0•PUPY aWL Eb®M M IEUOWO •nWXt[ PMIIIYnM a1LL ]n0][.Y ECQWX]W CX IRr14 lYM M ' MINA dMn EMRI 16MAU W, IXY 4p6Mv.'ml WIIC] PII M YFP% p flofoyl �yOµN�M iplxul4v. ' dYf NY 9PYOn�OWFN¢ x W • WMIW dbW bAlx]. ,[ Wr RKL YR, (mmMCMX 1. WI M1W bPW1YRt xtlfd. fPN]RM WdIc ]. = m d...NTW•WIO 11. FO {M WIn MO RYI•na fbMn aWt• MRWY6Y IIpRCI{ oP[ YO MIb IMOOII pY•P. NA dX]6 /bY N[ FI.O. PMMLIPI Wll FY[ IWVI IWn Np PN6 FV ML WPI M14n NLb WM1 N[ W.d YP M IYRAIw s aYwm. 1]. FPM[ YW tlpl IOWI b M N[ MI I(R 1XIX MM b®. WOW. MMPW W]Lm F df NW. IS MIRMAR, I Y'Odn,1 M MM1O4LW9 Tw M . p NLQ'W. IF NFROR RUR W x Rpf. 1 Ra P'Yei� r n 1f. ILWPI P[rtn wYwars w,w'19w.a .K. n•w WTWI CI W61K1[x. •LL • IIMIb W IWRTS p(6 •r M, lv[. IL WYORM NORR IMOr W OR NO aw LLY ttWLWiW Mw �N[ RIWFINYnmYF. V/. prvM cw Wu,P n�� zdiWa6l`pYw. do X,N ... w an°'wIWrWMO1m. A, w,Y. IOulrs RV/WMX FOR M, M OOR[Nw (M onm � R �W). v oM/0.w IIWYb ,v,. W, mMWt,m r N, M WW'I I.. vwl mnMe wX Wlw . snn IwBpl P1mnN1 w " ^ "^"' " ^" BOYLAN SHORES CAMPION ,m N,� P,N W,W. �^" Nr,,,'" a°,'„"„� DETAILS B NOTE i ENGINEERING mr� 1&031 :'L..:.. LAKETOWN HOMES SERVICES, INC. ti11R ... ,�.L�...a-.. CHANHASSEN, MN ISHEET N0. 10 OF. 10 SHEETS ialerzole oNrtl Netrl nwar wvr..w..rar rernar..a.Train Mw�w evr. n. wis..asvrwaube m.swu.• iylen.. w.q u er.w ear .r� rr 4.e rvmmw. tie.y.e�r� er.n�Y..s •Memae. �nW. wea r+w...w.rl>.nww.rrnen Y+n.wr wwnwnt' r+r..e...wa.aPSNwnse.iT+'sae.— a• aypq.+wre.wyeew.ea.rarbeNe ..I.n�v..ur.na• T.Fmnw...mwwbr �. tr.r..e. ae. blutear.e.rMa r�i..rNrw �+n...w.W mm..�wi.mme ew Ne asY.AweaYgY w.w.w:r nr u� vM wn/ nFra 4 en i.we•...wm. rn s rla�l F e. •. V..w.Yrr w...e w.e..ev. sr.a.e.vm.w.n.mww.vnnm.+eFs T. Planting NotMl r na...e ew wrrry y. e..aan.r.w me�wam Planting DOWls . rgyb�..r YuiWien�w wrs..�ern �.�w-�nuwrb M^unr���n w` rF.rr.uN..w wKwuiwrww.�r.......rm. rvewF n«rr ••I. sa.rwrNw w.r.s....r e..e...... rre dean •M+w wrua.nM1e.I.. aI'.N •Tr Mtsesrwr�.emwrr.... r»., a...e e...riwv rw+lr h.a .eNrl. r 11YrMrrr Wwrlrrr.wury ara.rv.....e�. Kin nrawr.r+ .� a[.wv.arw..M rK. r...w...lw m.vnyps.awrevn la ea. aKeW wM1eMi MnM.. _nr..ry Mal N.a.srwlr.n q. Mw �rwe.. e—...�.e.e. erwa..wwna�O...r� II r.w.,..,...,•..r....rvu..,e....e....r, e. r.........r..__..ar .area r.Nmn wi.....m..asa.u..n c.4.m uwiuwur.�m. ai...w.. u.n ,'die a 3wi, IMyl�r1. •, �� r i Ib. �p.nn. ✓ aha rn n.r.l....e e-r+hr...w+•.ew•v+r .a•aw. •.� e. q. r.u..rlins.ae.r uen.r rl.. rlre w.r.ww.w.snwwr r+e. PIM Dna i ft i Shedding Notese i xe..w.w...r Nww•.wr wr rna wa ♦.. wan .mm w w.n rsa w mw.. w .ewr a.r a a. rw.....�n= a we.+.r�..r._. s..erw.aw..• a +.—M ae. w++w......... a r. mx.erwan.n.w �..r..t..�w•nr nam Mu1M wMaw.aer ew Yn Aen.....awMmw em � dw ..v.enwb unww••Meiimrw..ieu. u+Mr.ew. H ee.x wr+wna. n.wwwwn..r.r xn.aw.e�n•�:+w.....Kuew �—w w.rew_ SFr..eir.,..wwm'+w...eraaw._rwe..ww....s ane eau Tree Replacement calculaccend Leandeatc rarer +.v 1 {nN"..i I t TZ f Planting / HatemIals Legend PI LI R Schedule 3wi, IMyl�r1. •, �� r i Ib. �p.nn. ✓ aha rn n.r.l....e e-r+hr...w+•.ew•v+r .a•aw. •.� e. q. r.u..rlins.ae.r uen.r rl.. rlre w.r.ww.w.snwwr r+e. PIM Dna i ft i Shedding Notese i xe..w.w...r Nww•.wr wr rna wa ♦.. wan .mm w w.n rsa w mw.. w .ewr a.r a a. rw.....�n= a we.+.r�..r._. s..erw.aw..• a +.—M ae. w++w......... a r. mx.erwan.n.w �..r..t..�w•nr nam Mu1M wMaw.aer ew Yn Aen.....awMmw em � dw ..v.enwb unww••Meiimrw..ieu. u+Mr.ew. H ee.x wr+wna. n.wwwwn..r.r xn.aw.e�n•�:+w.....Kuew �—w w.rew_ SFr..eir.,..wwm'+w...eraaw._rwe..ww....s ane eau Tree Replacement calculaccend Leandeatc rarer +.v 1 {nN"..i t TZ Planting / HatemIals Legend PI LI R Schedule . _ ipw J NOM II January 15, 2020 CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow Mr. Paul Mielke Tree Top Clearing Inc. 4683 65`s St. SE Delano, MN 55328 Re: Unauthorized tree clearing at 6760 Minnewashta Parkway Dear Paul, Thank you for meeting with Harold Worrell and myself today regarding the quantity and placement of the penalty plantings. As we discussed, planting will not occur until the lots are at the stage at which landscaping won't be impacted by construction. There are a number of areas that could possibly accommodate tree planting within the Boylan Shores development. Included with this letter is a landscape plan for the development showing possible planting areas. They include: • Along the north and south property lines on the beach lot. • Around the proposed pond on Lots 1 and 2. • On lots 2 and 3 along the north and south property lines. • In the outlot or along the west property line on Lot 1. • On the Glendale development property north of the private drive for Boylan. The trees to be planted shall have a minimum size of 2" but no maximum size, as long as they are warranted for one growing season. The trees shall be deciduous overstory species, but evergreens and ornamentals are also accepted as long as they comprise of 20% or less of the total quantity. If you have any questions or concerns, please feel free to contact me. I can be reached at 952- 227-1133 or isinclair(&ci chanhassen.mn.us. inc eG l , N J Sinclair Environmental Resource Specialist CC: Harold Worrell, Laketown Builders PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN - MINNESOTA 55317 General Notes: I.Tw kndavw [apncmr ahrX rtdrx w ite mMltlem Pdar m cvmm.¢fm ,ne neclr ele kntlauw .Rldtnt d aIy Qapme..a band n e.. m« a.P kbmmw, prwibd. Tm maa,rm, a rcPonubl. b• r«Yy:a w pdd mrwkala Iekwa m e:. mrammm ,WrNe.. n. mkaRp. mna,[mr dpu .ale. g w be1..aQ and hdml ry1.W va fh¢ mW1 m M Mar*. 1�M �duPe mmnamr tlell dmvmvre tle ovR botimm d w ulmlq WIW¢ pbr m mrm�g Prwpb bate vtluretl b) Rau brM. T1u mnvaaar h rnpvvble br bnppn an reaW. ken ee kiiure m wama w.rkRP� wnlm. W bvoR m akatig rmb, oeb 6 Lavu�aap, owf er M ku finan hvn rhe Miwcepe cwv+[mr rgvaad ¢ ro [oR m va varier. 1. Aepahrr the pnhh Oaea b,vdmgaodrtny and PlmtilgdY mer rapvukmy dtm mmctm. a1;�ovaPrre m dddn d, mbb«n d 6' dQuwy mPmp dlYl m baldl[ m the apaom d W hnbape 5. Tm kndaope eanv¢m. awl naw me pkm broom b ee mid mor rqw by ea Onbaw,vMat m ae mrr demRmekn .phibn. nsm rde.y�.a„a,p me. ena WRe wamm p�" rhe ktlaq WY«[e rqe a ee rde m fiYtl aep.or,pna prkr m Pk'.aiMr ProPmad mbowna by rhe Mdavpe cenvecmr aadl m aPPraeo by ae waope rrshk¢. Priv m tliyllV N roadecmr Y M mordrm dMr caaaurbn eRMhln MN Ne Mer C.w N M Tree Planting Notes: I. Trw aM,hrvm dlep m kedtly ti! ¢ tiq dWkM,laYm mntiariraen, 2 T11e ameta d w as qv qdl m tMe Ynaa ee epnl.v dila root W. T[a daN m e,metee m dmt a<raP ad,e mn.rle m �[ ¢ 3 kaa .bole as pl,alre Pnt eMo tires tle a,nevr d de nom m¢a wM nil. s,rwPear. The elvneri d w devb Pea dJl m m set ¢ Ikid above finklletl pre. � am¢ed m diet Me ttq d tlro bw MR �p am � �/tlr PYua� Piv lJ be mlmd..M cmyart ¢, cacao a 1:3 bu. cmgox m W.ra tl M m rami m demrmbe adpvliry br PwR Pr rhe ePaimlev Nse Ye6 sa W W, M 44daa bmd m d, �vmmn¢Mmm. prwlatl 63 be soae rpt �. Tae mr¢.o0r dab bna de uaa n n.[eury per de wow m ¢� Pkm marry. S.T mmWaene vex Meadrak.ami�¢Wdr aM pwnE yank Tm vee awlbhee dtlWde rmv tln awe oche arwad be tree aM art mreekurg W vee rt db m«. Traa nun m M Fad haM ,M Fee ddwa«. 6. Tke WdeR ovca[mr WO vm n�nlra m Pmva W vre hen damye tip m Ph"'Ni. Ibrrlr Pmmd van drw m wrappee MiN vee ert,p Y we oamale a Red¢ rpnert Pmpcem. ). Nakep dao m[ mmw.e cad ae,eaoriapd dre vr�wagrmp,Pewmalts,alW Rdw 6ndt6 are kik he6ope mwemv eM eeriF tiv eeobliry d reb m Pmelee moble pW Wr{ 1. SoJ 4mY m tleal d mac wab.Fe.mde.aob, [b b+A>. 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M Oammtl arm MMIn W pmperq imh, en an na[ PrvN awl m cave! a medetl. 1The knbape mmaav dvp helve bss nA mMabry ab ervaiched Paaea veer b pmpe trw.re d wvafvk pWnd ares.Myra«dpoor tiaavge oorr cw Wp IWpm bbnd mW,vmr d am hMraw aNMea prbr m de tort d any waril. k a em Inpmtlbiq dW knda�e orva®r m Prw'tk PrvPs vrthce mtl ebreha draavye. 3J1Wwke.avarc,M .6&M "I done moors 0c I S. SeeWlp Nivea Wrerebm dWm core ¢ W Cpaaaor, warms ¢ ro,d3opd amalae m ea onr¢ drwu. rgkwlrq m 1r¢�,n. 1, Oimt4d,raa Nn r¢re4r ilk br I/ dqe awp craw, °^^Pam.) d,r.nW Tar wv ¢ 100 m pr pe. 5. Tm,odd,d .ren N,II m sewed rrdr • I..k, byrgav bw. Sod yvy here ,cell eaodded map aM mrl mwr. TM rid em0 m frac d eraeda ark Iron ceriorntlry Pnw. lm o«r raana de Ilyht m cepa war w.Ory.ad. a. Tm w m m aodwd dull m e¢aW h.Rly m Paries arpb tl nelnuw Maa1n awry vabn. Svd am0 m huWrd MM toaaM pnp,M aoa bead ttlaly ¢ ee plc«, TM see 4dl m Wd pWM m the dope and po W m Procrit mownan- ). NMy snplM aW rwl m waawa Ynmsdiaply cher kylry carol ton'Pktey aoame ak tM IVYee m ride mnaku mraa b¢Men W sed aM ae mY. C,vZ�-7s 3 Bhltlt HIB. Ili Blick Htll r/ --may_ Planting Details �+a+«oeae...rYwa.r mos �t3f+af u.w TI., rh,aa o.r 11 i 1 1 ' ..1 Rrsar -^-r elmh 3 Rad Pine Bfa. mod. ver n raven Tree Replacement calculations: Talyky �l •'��) 1l=, 116MY wW-oaq m -.e s6s«.3w if rkem.o �.gmr..P reP.,G 3s:v41)Is sf M 1A%-MIR 9 19inm meq m.s,Pm«r¢WiE 31.1"R MWPpC 6r 11 37^v p.kkMlw •T 'nnamdewmbepas� M IDeSa� O000nv� 1Yom Cvameeoea lk® Tmlo�pga, 14— MUM D�vl7lonl �Uvn WA I v7z I/ -j >•oYe�nlsrinrTmffl" t->•� ^"'s^�--r_�rr�rrrT•>_ ._...V!lsrms7+irrrw �^T'.�c•�w'.-��m-aa :..>trmr-^nr_ear�-tom--� r-�r'��r-z"-->, rr. mae�r7r3rnmeTe- r"r•'f�7!"�i1 i77r'7rznsan�n-Zero Irms D�vl7lonl �Uvn WA I v7z I/ -j Safety Our goal at Tree Top Clearing Inc. is to provide a safety program with the highest standards. We strive to maintain our safety record that has had zero claims in over 8 years. We have several programs in place that have achieved our outstanding record which includes: • Fall Protection Plan ■ Drug & Alcohol Testing ■ AWAIR Safety Programs • On-site Safety Meetings ■ Railroad Safety Certified • Safety Director • OSHA Training ■ Certified Arborist Paul Mielke, President paul@treetopclearing.com (612) 751-5626 - Cell Doreen Ondracek, Office Manager (763) 972-3988 - Office (763) 972-8075 - Fax DELANO 4683 65TH ST SE DELANO, MN 55328 www. treetopclearing. com About Tree Top Clearing We would like to introduce ourselves to you and present to you the many services that we provide. We are located in Delano Minnesota and have been in business for over 25 years. With our experienced, courteous employees and efficient equipment, we are able to provide you with cost and time effective methods for all your tree work and land clearing needs. We clear anything form .25 acres to 100 acres. Custom Log & Brush Hauling Our Services Include • Lot & Land Clearing • Tree Removal ■ Tree Trimming • Brush & Shrub Removal • Stump Grinding • Log & Brush Hauling • Woodchips ■ Firewood • Emergency Tree Removal Custom Residential Lot Clearing Technical Tree Work With Cranes December 31, 2019 CITU OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Paul Mielke Tree Top Clearing Inc. 4683 65th St. SE Delano, MN 55328 Re: Unauthorized tree clearing at 6760 Minnewashta Parkway Dear Paul, As we discussed on site, the unauthorized removal of three trees at 6760 Minnewashta Parkway will result in a penalty of tree replacement plantings. The property at 6760 Minnewashta Parkway is currently applying for a subdivision and these trees were proposed by the applicant as being preserved with the new development. As such, the removal of these trees incurs a penalty replacement of 2:1 diameter inches. The trees removed were inventoried as part of the subdivision application and are noted as follows: 2785 17 Sugar Ma le Acer saccharum 2786 36 Sugar Maple Acer saccharum major internal decay along trunk, hollow 2787 38 Sugar Maple Acer saccharum 70% top missing, major decay at base The total diameter inches lost is 91 and the penalty inches to be incurred then totals 182 caliper inches. Replacement plantings must be a minimum size of 2 %Z" diameter. You will work with the property owner and the city to determine the number of trees to be added to the site. For any remaining trees, the value shall be added to the community tree planting fund. All tree planting and community tree fund actions shall be completed by Sept. 1, 2020. Please contact me at your earliest convenience to set up a time to meet and discuss this matter. I can be reached at 952-227-1133 or isinclairna ci.chanhassen.mn.us. I appreciate your cooperation in this matter. A�- 'll inclair Environmental Resource Specialist CC: Harold Wort$ff, M%:bW&%ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN • MINNESOTA 55317 General Notes: I.The landscape contractor shall review all site conditions prior to construction and notify the landscape architect of any discrepencies found in the base map information provided. The contractor is responsible for verifying all field conditions related to their construction activities. The landscape contractor shall abide by all local, state and federal regulations that apply to their work. 2. The landscape contractor shall determine the exact locations of all existing utilities prior to starting construction as required by state law. The contractor is responsible for damages that result from the failure to properly locate and protect all underground utilities. 3. Any damage to existing roads, curb & gutters, trees, turf or any site fixtures from the landscape contractor shall be repaired at no cost to the owner. 4. Preparing the finish grade for seeding, sodding, and planting shall be the responsiblity of the contractor. Locations that are defient of a minimum of 6" of quality topsoil shall be brought to the attention of the landscape architect prior to sodding. S. The landscape contractor shall stake the plant locations in the field for review by the landscape architect prior to the start of construction activities. Minor field adjustments to the exact plant locations may need to be made. The landscape architect reserves the right to make field adjustments prior to planting. Any proposed re -locations by the landscape contractor shall be approved by the landscape architect prior to digging. 6.The landscape contractor shall coordinate their construction activities with the other contractors working on the site. Tree Planting Notes: I. Trees and shrubs shall be freshly dug at time of delivery, unless container -grown. 2. The diameter of all tree pits shall be two times the diameter of the root ball. Tree pits shall be excavated so that the top of the ball will be set at 2 inches above the finished grade. The diameter of all shrub pits shall be two times the diameter of the root mass with soil. Shrub pits shall be excavated so that the top of the ball will be set at I inch above finished grade. I Boulevard Linden 2 White Pine 3 Black Hills Spruce I Autumn Blaze Mac Planting Details Pm . dead a broken bm nvbes i In sM1ape of uee V 2" • 2" cedar pose Double no.12 pup swlved pMnlzed win wIN 2 o.., new Wb resd rvbb., nose sarootabovepaW,n albw loo sndln,nt a u around cn<u.. m hold w,v! 4"deed shredded cork mulch -1111 �/ =Peel back •minimum of M of bol, end bake. T wart �IIIIII // II _ Mckllll with ravve soil and cpo,tl WI of 25% 1111=111 P"M mlty L Wdismrbed subsnds d9mNN of ,Mebill Typical Deciduous Tree Planting Detail no scale Spruce 3. The topsoil for backfilling the planting pits shall be mixed with compost at a ratio of I: 3 loose compost to topsoil by volume. Backfill / planting soil shall be tested to determine suitability for planting per the specifications. New trees and shrubs shall be fertilized based on the recommendations provided by the soils report. 4. The contractor shall brace the trees as necessary per the details to insure plant stability. 5.Trees to be planted shall have a single, straight leader and tapered trunk. The tree shall be free of girdling roots that have circled around the tree and are constricting the tree at the base. Trees must be in good health and free of disease. 6. The planting contractor shall take measures to protect the trees from damage due to planting. Newly planted trees shall be wrapped with tree wrap if the exposure or species warrant protection. 7. Planting shall not commence until the associated site improvements, pavements, and finish grading are completed. 8.The landscape contractor shall verify the suitability of soil to produce viable planting soil. Soil shall be clean of roots, weeds, sod, rocks, clods, clay lumps, concrete or other extraneous materials harmful to plant growth. 9.The Contractor shall not deviate from the plant selections without written approval of the landscape architect. 10. The landscape contractor shall provide a warranty for all plant materials from the date of project acceptance until one year later. The contractor shall replace dead or unhealthy plants during the warranty period with plants the same size and species specified with a new one year warranty starting on the date of replacement. I LThe landscape contractor shall notify the landscape architect when the project is ready to be reviewed for substantial completion. Written notice of Substantial Completion shall be issued prior to final payment being made. z Typical Coniferous Tree Planting Detail L1 no stale rJ1A.-i-1Ne1 2118 ERIE DRIVE a NORTH FIELD, J 1057 651) 283 —1090 a FAULMILLERDESIGNPM5N.COM Honey Locust / 12 The Landscape Contractor shall be responsible for the maintenance of newly installed landscaping and replacement of damaged plants or materials until the project is accepted as substantially complete. 13. Trees and shrubs shall not be planted at the bottom of infiltration basins or below the normal water elevation of the retention ponds. Fine Grading & Sodding Notes: I. All disturbed areas within the property limits that are not paved shall be seeded or sodded 2.The landscape contractor shall insure that soil conditions and established grades allow for proper drainage of all turf and planted areas. Any areas of poor drainage or over compaction shall be brought to the attention of the landscape architect prior to the start of any work. It is the responsibility of the landscape contractor to provide proper surface and subsurface drainage. 3.AII planting, seeding and sodding shall be done before October 15. Seeding before or after these dates shall be done at the Contractor's own risk at no additional expense to the Owner should a replanting be necessary. 4. Disturbed areas that remain idle for 14 days shall recieve a temporary seeding of annual rye or oats at 100 lbs per acre. 5. The sodded areas shall be sodded with a Kentucky bluegrass blend. Sod shall have well established roots and turf cover. The sod shall be free of weeds and non conforming grasses. The owner reserves the right to reject poor quality sod. 6. The area to be sodded shall be watered heavily to provide ample soil moisture without causing erosion. Sod shall be installed with staggered joints with sod butted tightly at the joints. The sod shall be laid parallel to the slope and pegged to prevent movement. 7. Newly installed sod shall be watered immediately after laying until completely soaked and then rolled to make complete contact between the sod and the soil. Blaze Maple trees to remain Tree Replacement calculations: TREES REPLACEMENT BY ORDINANCE Total upland area (excluding wetlands) 2.71 ac. or 118,047 SF Baseline canopy coverage 58% or 69,260 SF Minimum canopy coverage required 35% or 41,316 SF Proposed tree preservation 8.6% or 10,152 SF Minimum canopy coverage to be replaced 31,164 SF Multiplied by 1.2 37,396 SF Divided by 1089 =Total number of trees to be planted 34 trees TREES PROPOSED Deciduous trees 18 trees Coniferous trees 16 trees Total trees proposed 34 trees 2 River Birch Planting / Materials Legend 0 deciduous Tree to be planted evergreen tree to be planted ��.(��✓✓ ornamental tree to be planted am to be sodded Planting Schedule Common Name 1 is race R' we 36" IenpM1 City en y ,In, SDacink 3arspvm equfdavnearound I Mature ht Mature s r Features vee wl doubk no. 12 pude t Isool win wl 3 piecef new y_ RI.anlvd Inlo. rubber sih above rc. Wa sllfor (nde w tllow for I V wav a around Ne and o _ PN to hold wave hold #- 342"scede peso varies 1' ap6 .nreddea Wrk mulcM1 s 50 fL fast growing, fiery red fall color Skyline Hone locust Gledksia Triacunthos'S line' 6" topsoil WckAll 2 Ill" LF B 50 fit 30-35 ft. I l buk Swam White Oak Quercus bicolor 3 a minimum of A B so%of bul, and `sm. Wake wlra 40-50 ft. yellow-brown to red fall color Boulevard Linden Tills americana'Boulevard' 5 2 1/2" . .. 60 fL ( unmsvuned subp.de — Betula ni n SucAll,.bh n." wl 2 1l2" 8 B 125% 15-20 ft. II = 1111 III wmpodssf loll z Typical Coniferous Tree Planting Detail L1 no stale rJ1A.-i-1Ne1 2118 ERIE DRIVE a NORTH FIELD, J 1057 651) 283 —1090 a FAULMILLERDESIGNPM5N.COM Honey Locust / 12 The Landscape Contractor shall be responsible for the maintenance of newly installed landscaping and replacement of damaged plants or materials until the project is accepted as substantially complete. 13. Trees and shrubs shall not be planted at the bottom of infiltration basins or below the normal water elevation of the retention ponds. Fine Grading & Sodding Notes: I. All disturbed areas within the property limits that are not paved shall be seeded or sodded 2.The landscape contractor shall insure that soil conditions and established grades allow for proper drainage of all turf and planted areas. Any areas of poor drainage or over compaction shall be brought to the attention of the landscape architect prior to the start of any work. It is the responsibility of the landscape contractor to provide proper surface and subsurface drainage. 3.AII planting, seeding and sodding shall be done before October 15. Seeding before or after these dates shall be done at the Contractor's own risk at no additional expense to the Owner should a replanting be necessary. 4. Disturbed areas that remain idle for 14 days shall recieve a temporary seeding of annual rye or oats at 100 lbs per acre. 5. The sodded areas shall be sodded with a Kentucky bluegrass blend. Sod shall have well established roots and turf cover. The sod shall be free of weeds and non conforming grasses. The owner reserves the right to reject poor quality sod. 6. The area to be sodded shall be watered heavily to provide ample soil moisture without causing erosion. Sod shall be installed with staggered joints with sod butted tightly at the joints. The sod shall be laid parallel to the slope and pegged to prevent movement. 7. Newly installed sod shall be watered immediately after laying until completely soaked and then rolled to make complete contact between the sod and the soil. Blaze Maple trees to remain Tree Replacement calculations: TREES REPLACEMENT BY ORDINANCE Total upland area (excluding wetlands) 2.71 ac. or 118,047 SF Baseline canopy coverage 58% or 69,260 SF Minimum canopy coverage required 35% or 41,316 SF Proposed tree preservation 8.6% or 10,152 SF Minimum canopy coverage to be replaced 31,164 SF Multiplied by 1.2 37,396 SF Divided by 1089 =Total number of trees to be planted 34 trees TREES PROPOSED Deciduous trees 18 trees Coniferous trees 16 trees Total trees proposed 34 trees 2 River Birch Planting / Materials Legend 0 deciduous Tree to be planted evergreen tree to be planted ��.(��✓✓ ornamental tree to be planted am to be sodded Planting Schedule Common Name Latin Name City Size SDacink I Plant I Mature ht Mature s r Features Autum Blaze Maple Acer x freemanii " effenred' 5 2 IR" varies B 8 B 1 50 it 50 fL fast growing, fiery red fall color Skyline Hone locust Gledksia Triacunthos'S line' 3 2 Ill" B 50 fit 30-35 ft. Iden yellow fall color Swam White Oak Quercus bicolor 3 2 1l2" A B 50-60 ft. 40-50 ft. yellow-brown to red fall color Boulevard Linden Tills americana'Boulevard' 5 2 1/2" A B 60 fL 30' fL llow fall color Dun Heat River Birch Betula ni n 2 2 1l2" 8 B 20.25 ft. 15-20 ft. llow fall color Black Hills ruce Picea laum densata 9 6' - 8' onrlmB 8 B 60 fL 25-30 ft. native White Pine Pinus svobus'Patton's Silver S lendor' 4 6' - 8' 14 8 500 fits. 20-40 ft. natiRed Pine Pinus resinosa 3 6' - 8' IA B 50 ft 20 fL native TOTAL TREES 34 SCALE: North 0 6C 30 0 0 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2019-17 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, December 3, 2019 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for subdivision approval to create three single-family lots and four outlots with variances for property located at 6760 Minnewashta Parkway. Zoned Single -Family Residential District (RSF). Applicant: Harold Worrell A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2019-17 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff Senior Planner Email: SAI-Jaff(aci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on November 21, 2019) �C.A:JAIE� gAplan12019 planning cases\19-17 6760 n innewashta pkwy sub and var\ph notice to villager.docx CITY OF CHANHASSEN y � 9NH ASS PROPOSED MOTION: PC DATE: December 4, 2019 CC DATE: January 27, 2020 REVIEW DEADLINE: February 28, 2020 CASE #: 2019-17 BY: SJ, ET, EH, TH, JS "The Chanhassen Planning Commission recommends approval of the preliminary plat to subdivide 2.71 acres into three lots and four outlots with variances as shown in plans stamped, Received November 1, 2019, subject to the conditions of approval and adopts the findings of fact and decision recommendation." SUMMARY OF REQUEST: Subdivision of 2.71 acres into three lots and four outlots with variances. LOCATION: East of Country Oaks Drive, west of Lake Minnewashta and bisected by Minnewashta Parkway. APPLICANT: Harold Worrell PROPERTY OWNER: Dale Willenbring Laketown Builders Rick & Susan Dorsey P.O. Box 89 Waconia, MN 55387 harold(a)laketownbuilders.com 612-501-8813 PRESENT ZONING: Single -Family Residential District, RSF 2030 LAND USE PLAN: Residential Low Density (1.2 — 4.0 units/net acre) ACREAGE: 2.71 acres DENSITY: 1.1 units per acre LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinances for variances. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. Planning Commission Boylan Shores December 3, 2019 Page 2 of 17 APPLICABLE REGULATIONS Chapter 18, Subdivisions Sec. 18-22. - Variances Sec. 18-57. - Streets Sec. 18-60. - Lots(f) Chapter 20, Article XII, RSF District The applicant is requesting to subdivide 2.71 acres into three lots and four outlots for single- family detached housing. The property is located east of Country Oaks Drive, west of Lake Minnewashta and is bisected by Minnewashta Parkway. Access to the site is proposed via a private street off of Country Oaks Drive. Sewer and water are available to the site. The property is zoned Single -Family Residential (RSF) and falls within the Shoreland Overlay District. 1 Ek— o =- __-7 Jr •Y /V,.M�INNEWASHTA r - ��•�� E K°ewn S� — -'--•_• BOYI SNORES werrM•r eur �co> r vw:.c C}j'LL �•'.-��it.1'G WtErovm wpES xo x o � to moi._ Planning Commission Boylan Shores December 3, 2019 Page 3 of 17 BACKGROUND As a condition of approval of the Glendale Drive Homes subdivision, located north of the subject site, the city maintained ownership of Outlot B. It was part of a larger strip and was created with the intent to combine it with the property to the east at the time of development. That outlot was tax forfeited and reverted to the city. This outlot served no public interest and will be combined with the proposed subdivision to provide access to the subject site. SUBDIVISION The applicant is r----------------------------------------- ----------------- •q.!• ------------ I +I/.', it f 1 I i I :`�3_S _ �+C .t'.. - subdivide 2.71 acres into three lots and Ltd o®s four outlots for— single-family L Let 2 detached housing. i i Glendale' rive Ho I subdi _ "_ ; Outlet The property is OudotII Lot located east of B a, �. s- : ----------- ---------- Country Oaks Drive, - �- west of Lake Minnewashta and is bisected by 1 _ — Y.NNCYASniA JA Minnewashta ,__ __: Parkway. Access to the site is proposed SUBDIVISION The applicant is proposing to - subdivide 2.71 acres into three lots and Ltd o®s four outlots for— single-family L Let 2 detached housing. _ "_ ; Outlet The property is Lot located east of _ti,___' l Lot 3-- ,' ' ' Outint Country Oaks Drive, - �- west of Lake Minnewashta and is bisected by _ — Y.NNCYASniA JA Minnewashta ,__ __: Parkway. Access to the site is proposed via a private street _ - off of Country Oaks Drive. Sewer and water is available to the site. The property is zoned Single -Family Residential (RSF) and falls within the Shoreland Overlay District. All of the proposed lots meet the minimum area, width and depth requirements of the Zoning Ordinance. Planning Commission Boylan Shores December 3, 2019 Page 4 of 17 Outlot A is intended to be deeded to the property immediately west of the subject site in exchange for a small segment of property, shown in yellow, to allow the applicant to achieve a 30 -foot frontage on a public right-of-way (ROW). LOT UNE AWUSMEW • OERTW"TE OF SURM �Outlot Asit? Outlot B will house a private street. - Outlots C and Dare intended to serve,�- Lots 2 and 3, respectively. Staff isF recommending Outlot C be made part of Lot 2 and Outlot D be part of Lot 3. This will insure that these two outlots never get sold separately and remain as part of the individual lots. ^1 This process will require a variance since the City Code defines lots as "Lot means a separate parcel, tract, or area of land undivided by any public street or approved private street, which has been established by plat, metes and bounds subdivision, or as otherwise permitted by law, and which is occupied by or intended to be developed for and occupied by a principal building or group of such buildings and accessory buildings, or utilized for a principal use and uses accessory thereto, including such open spaces and yards as are designed and arranged or required by chapter 20 for such building, use or development. " Minnewashta Parkway is an existing ROW that bisects these parcels. There is a second variance attached to the application that deals with serving the homes via a private street off of Country Oaks Drive. This variance will be discussed in detail later in the report. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. EXISTING CONDITIONS SURVEY The applicant has provided an existing conditions survey that adequately conforms to the requirements found under Sec. 18-40 of City Ordinance. Currently, there is one existing single- family residence located at 6760 Minnewashta Parkway with a gravel access off of Minnewashta Parkway. The applicant is proposing to remove the existing structures from the property along with abandoning the gravel access as illustrated on the existing conditions survey, which also incorporates the removal plan. All removal of structures on the property will require a building permit prior to any demolition work or construction activities. Removal of the access will require an Underground Utility Permit (ROW permit), including the installation of a contiguous curb and gutter consistent with the existing Minnewashta Parkway curb and gutter. The installation of the curb should occur after the construction entrance has been permanently removed. Planning Commission Boylan Shores December 3, 2019 Page 5 of 17 EASEMENTS The applicant is proposing the dedication of drainage and utility easements (D&Us) for the subdivision that meet Sec. 18-76. of City Ordinance. A majority of the lots and outlots are encompassed by 10 -foot D&Us (or larger). The width and size of these D&Us are greater than what is typically dedicated to meet city requirements (side and rear lots typically are 5 -foot D&Us); this is due to the stormwater and drainage infrastructure proposed. As illustrated in Figure 1 below, a D&U encompasses "Outlot B" which is proposed to be a private street, and another D&U encompasses a proposed stormwater bio -filtration basin. All D&Us, as illustrated on the preliminary plat, are adequate for their intended purpose. Private Street Mall J / 40 Feet Wide 3 20 Feet Wide �—w—_ate- ..Puax' _... �^""i✓ e, / l / 2 i / r � Private Storm D&U - � / r Figure 1 — Adequate Drainage and Utility Easements for Street & Stormwater BMP It appears from the preliminary plat that adequate ROW of Minnewashta Parkway has been dedicated (50 -foot wide ROW existing, 66 -foot wide ROW proposed), however the existing trail on the west side of Minnewashta Parkway is not illustrated. Furthermore, the lot to the north was recently subdivided (Glendale Drive Homes subdivision), and the final plat was recorded in November of 2019. Glendale Drive Homes was conditioned to dedicate adequate ROW for Minnewashta Parkway and said trail as well. The applicant shall ensure that prior to recording of final plat that the proposed eastern lot lines abutting Minnewashta Parkway align with the eastern lot line of Glendale Drive Homes' Lot 5, and adequate ROW has been dedicated for Minnewashta Parkway. STREETS The proposed subdivision abuts Minnewashta Parkway to the east and Country Oaks Drive to the west. Access to all three lots on the preliminary plat are proposed to be had from Country Oaks Drive via a private street. Public Works/Engineering does not find it appropriate to construct a public street as one is not required to serve other parcels, improve access, nor is a street extension in this area called for in the comprehensive plan. Furthermore, in conformance with the Comprehensive Plan, no additional access should be had off Minnewashta Parkway for the newly created lots. The proposed private street has been designed to include an acceptable alternative to a hammerhead in order to meet Fire Code and City Ordinance regarding dead-end fire apparatus access road turnarounds. The private street is required to use traffic control that is consistent with Planning Commission Boylan Shores December 3, 2019 Page 6 of 17 the current version of the Minnesota Manual on Uniform Traffic Control Devices, along with meeting the criteria listed out in Sec. 18-57.n, o., and p. Sec. 18-57.p.2 includes the requirement that covenants concerning maintenance and snow plowing operations shall be filed against all benefit properties. A similar agreement for maintenance responsibilities between the properties is addressed under "Stormwater Management " of this report regarding the stormwater BMPs. RETAINING WALLS One retaining wall is proposed and is located on Lot 2. As currently proposed, the retaining wall spans approximately 110 feet and has a maximum height of 3 feet, therefore Sec. 20-1025 (retaining walls) of City Ordinance does not apply. If the retaining wall, measured from bottom of footing to top of wall, ever exceeds 4 feet through subsequent plan changes, all requirements listed in Sec. 20-1025 shall be adhered to. GRADING & DRAINAGE Grading operations will impact a large majority of the proposed subdivision (mass grading). It appears grading has been proposed to route stormwater away from buildings, however drainage arrows were not provided on the grading plans. Updated grading plans illustrating drainage arrows will be required upon submission of final plat for review by the city. From the proposed grading plans and the provided preliminary Stormwater Management Plan (SMP) prepared by David Poggi, PE of Civil Methods, Inc., it appears portions of Lot 2 and Lot 3 do not direct stormwater runoff to the proposed stormwater bio -filtration basin: sub -catchment 3 (a portion of Lot 2) drains south directly onto an adjacent property and sub -catchment 2 (more than half of Lot 3 and a portion of Lot 2) drains east directly onto Minnewashta Parkway, as seen from Figure 2 below. For clarity, the proposed drainage pattern of each sub -catchment should be illustrated, Appendix B (Drainage Diagram) in the SMP shall be updated to include drainage arrows. Figure 2 - Drainage Diagram (Arrows Added Based on Model & Grading) Directing drainage onto adjacent properties shall be prohibited, including any emergency overflows. If the applicant is proposing to direct untreated stormwater drainage into the public storm sewer system, accompanying modeling and analysis showing the impact and adequate sizing and treatment of the additional stormwater to the public system shall be provided. dio R Figure 2 - Drainage Diagram (Arrows Added Based on Model & Grading) Directing drainage onto adjacent properties shall be prohibited, including any emergency overflows. If the applicant is proposing to direct untreated stormwater drainage into the public storm sewer system, accompanying modeling and analysis showing the impact and adequate sizing and treatment of the additional stormwater to the public system shall be provided. Planning Commission Boylan Shores December 3, 2019 Page 7 of 17 Furthermore, as the applicant is proposing to route all of sub -catchment 1, which includes the bio -filtration basin, to the public stormwater system, additional modeling verifying adequate capacity in the downstream public system shall be provided for review and approval of the city. Lastly, it is unclear how drainage from the private street is intended to be captured and routed to the proposed stormwater bio -filtration basin. This is typically achieved in urbanized road sections by catch -basins constructed at low points that collect runoff and then route the stormwater via an underground conveyance system (i.e. pipes). No catch-basin(s) or conveyance system was proposed. In accordance with Sec. 18-57.p.4, updated plans shall incorporate best practices and designs on how the private street system will provide adequate drainage (a design adequate for the 10 -year storm event). Based on the updated plans, the provided HydroCAD and P8 models may be required to be updated. EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Stormwater Pollution Prevention Plan (SWPPP) to the city for review. The SWPPP is a required submittal element for preliminary plat review. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub -contractors are identified and as other conditions change. SANITARY SEWER AND WATER MAIN Sanitary sewer and water service is available off Minnewashta Parkway and Country Oaks Drive via a 10" PVC sanitary main and 12" DIP water main, and 8" PVC sanitary main and 6" DIP water main, respectively. The applicant is proposing to extend approximately 300 feet of 6" C900 water main with the extension of the private street. The extended 6" water main is furnished with a fire hydrant at the end of the line to supply fire suppression needs and to allow for the water main to be flushed and maintained. As the water main is within a private street, staff recommends that the utility be designated as a private utility. Also, this installation will require a ROW permit and shall be installed in accordance with city standards and specifications. Coordination with the Public Works Department 48 -hours prior to commencement of work is required. Water services for Lots 1 and 3 are proposed to be had from the newly installed private water main, with water service for Lot 2 being from the existing utility service for 6760 Minnewashta Parkway. In order to improve water quality and reduce the need for more routine flushing of the main (i.e, conservation of treated water), Lot 2's water service shall be drawn from the private main. Subsequently, the existing water service shall be abandoned in place. As the water service hook- up charge for the existing property has been paid, the hook-up fee for the connection of Lot 2 would be waived. Planning Commission Boylan Shores December 3, 2019 Page 8 of 17 The applicant is proposing no extension of sanitary sewer mains as existing infrastructure can supply adequate services to the three lots. However, the newly created service lateral for Lot 1 crosses the newly proposed extended water main service. The applicant shall update plans to illustrate a tap location for sanitary sewer that does not require a potential conflict or crosses the extended water main. Also, the existing lateral for Lot 2 is being proposed for sanitary service. As this lateral is older and its condition not known, it shall be verified in good working condition by the contractor prior to connection. Lastly, tapping into the public sanitary sewer mains within public right-of-way will require a permit. This ROW permit can be filed jointly with the water main extension ROW permit. STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." The applicant has provided a stormwater management proposal that generally meets the standards set forth in Chapter 19, and was reviewed to be feasible for the site. The applicant has submitted a preliminary SMP produced by David Poggi, PE (MN No. 44573) with Civil Methods, Inc. The applicant proposed treatment of stormwater runoff with the use of a bio -filtration basin located on the southeast side of Lot 1. Based on the information and analysis provided, this is an acceptable approach that will provide a sufficient level of retention to meet the volume control requirements and the filtration media proposed will provide sufficient levels of treatment to meet the quality requirements of the city. However, based on observations discussed previously under "Grading and Drainage", updated plans accompanied by updated models shall be provided for review and approval. It was also noted that after treatment, the basin will route runoff to an existing stormwater catch basin located on Minnewashta Parkway. If subsequent modeling and analysis provides adequate justification that this approach is feasible, the connection to the catch basin will require a ROW permit and the connection shall be in accordance with the most current City Standards and Specifications. Lastly, the applicant shall provide an operation and maintenance plan (O&M) for the private stormwater BMPs. The O&M of private stormwater BMPs is required in perpetuity and must be approved by the Water Resources Coordinator, or their designee, to be recorded against the benefiting properties (Lots 1-3). A Homeowners Association (HOA) encompassing all lots is required to ensure the technical expertise and funding mechanisms for the operation and maintenance of stormwater treatment devices is recorded in perpetuity. STORMWATER UTILITY CONNECTION CHARGES Section 4-30 of City Code sets out the fees associated with surface water management. A water quality and water quantity fee is collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. Planning Commission Boylan Shores December 3, 2019 Page 9 of 17 This fee will be applied to the new lots of record being created. It is highly likely that 2020 rates will be used to calculate fees for the proposed subdivision, however, they are currently not available in order to provide an estimate. In order to provide the applicant with an estimate, 2019 rates can be used with the understanding that rates are subject to increase in 2020. The 2019 estimate is calculated as shown in the table below: SURFACEWATER DEVEIgPhIDYr FEE AREA PERACREFEE ACRES FEE GROSS AREA $8,320 2.71 $ 22,547.20 ROW $8,320 0.06 $ 499.20 OUCLOTS $8,320 0.75 S 6,240.00) NEC AREA 1.9 $ 15,808.00 ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. It is highly likely that 2020 rates will be used to calculate fees for the proposed subdivision, however they are currently not available in order to provide an estimate. In order to provide the applicant with an estimate, 2019 rates can be used with the understanding that rates are subject to increase in 2020. The 2019 rates are $2,311/unit and $691/unit for water and sewer, respectively. The remaining sewer and water hookups fees are due with the building permit. ND19 Based on the proposal, the following fees would be collected with the Development Contract if recorded in 2019 (fees are subject to increase for 2020): a) Administration Fee: based on the cost of the installation of improvements (to be provided by the applicant); when less than $500,000.00, three percent (3%) of the cost b) Surface Water Management Fee: $15,808.00 c) A portion of the water hook-up charge: $2,311/unit @ 2 units: $4,622.00 d) A portion of the sanitary sewer hook-up charge: $691/unit @ 2 units: $1.382.00 e) Park Dedication Fee: $11,600.00 f) GIS Fees: $25 for the plat plus $10 per parcel @ 3 parcels: $55_00 LANDSCAPING AND TREE PRESERVATION The applicant for the Boylan Shores development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 2.71 ac. or 118,047 SF Baseline canopy coverage 58% or 69,260 SF Minimum canopy coverage required 35% or 41,316 SF Proposed tree preservation 8.6% or 10,152 SF The developer does not meet minimum canopy coverage for the site, therefore the applicant must bring the canopy coverage on site up to the 35% minimum. The difference between the required Planning Commission Boylan Shores December 3, 2019 Page 10 of 17 coverage and the remaining coverage is multiplied by 1.2 for total area to be replaced. One tree is valued at 1,089 SF. Minimum required 41,316 SF Less canopy preserved 10,152 SF Minimum canopy coverage to be replaced 31,164 SF Multiplied by 1.2 37,396 SF Divided by 1089 =Total number of trees to be planted 34 trees The applicant has submitted a landscape plan that meets requirements showing 34 trees to be planted within the development. COMPREHENSIVE PARK PLAN The city's Comprehensive Park Plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed Boylan Shores is wholly located within the Roundhouse Park neighborhood park service area. Roundhouse Park features the following amenities: swimming beach, playground, swings, picnic shelter, fishing pier, tennis court, four pickleball courts, basketball court, skating rink, open play field, trails and parking area. COMPREHENSIVE TRAIL PLAN The city's Comprehensive Trail Roundhouse Park Plan calls for public parks to be connected to neighborhoods through a combination of sidewalks and trails. The proposed Boylan Shores is connected by sidewalk to Roundhouse Park and the Minnewashta Parkway pedestrian trail. This existing trail should be protected and maintained in an open condition throughout the subdivision development and housing construction. Planning Commission Boylan Shores December 3, 2019 Page 11 of 17 COMPLIANCE TABLE RSF Setbacks: Front: 30 feet, Side: 10 feet SUBDIVISION - FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets all the requirements of the RSF, Residential Single -Family District and the zoning ordinance if the private street variance is approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's Comprehensive Plan. Finding: The proposed subdivision is consistent with the Comprehensive Plan and subdivision ordinance. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development. Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter. Finding: The proposed subdivision is served by adequate urban infrastructure. Lot Area (sq. ft.) Lot Width Lot Depth 25 %Maximum Site Coverage (sq. ft. Code 15,000 90 125 3,750 Lot 1 31,043 193 133 7,760.75 Lot 2 20,082 100 270 5,020.5 Lot 21,128 90 258 5,282 Outlot A 1,328 Outlot B 11,497 Outlot C 10,448 Outlot D 9,442 Total 104,%5 RSF Setbacks: Front: 30 feet, Side: 10 feet SUBDIVISION - FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets all the requirements of the RSF, Residential Single -Family District and the zoning ordinance if the private street variance is approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's Comprehensive Plan. Finding: The proposed subdivision is consistent with the Comprehensive Plan and subdivision ordinance. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development. Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter. Finding: The proposed subdivision is served by adequate urban infrastructure. Planning Commission Boylan Shores December 3, 2019 Page 12 of 17 5. The proposed subdivision will not cause environmental damage. Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE FINDINGS VARIANCE Section 18-57. Streets. (r) Private streets serving up to four (4) lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas. Lots 2 and 3 will own Outlots C and D. Staff is recommending Lot 3 be combined with Outlot C and Lot 2 with Outlot D. This will insure that the outlots do not get sold separately. The City Code defines a lot as one piece undivided by a public street. Minnewashta Parkway is an existing street and this will insure that these parcels remain as one. Minnewashta Parkway is a collector road and the city always works diligently to close access off of collector roads. The option of all the lots accessing directly from Minnewashta Parkways is Planning Commission Boylan Shores December 3, 2019 Page 13 of 17 not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Minnewashta Parkway, a collector street. Staff is recommending approval of the private street. VARIANCE FINDINGS Sec. 18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a fording that all of the following conditions exist: VARIANCE FINDINGS WITHIN SUBDIVISONS The city may grant a variance from the regulations of the subdivision ordinance as part of the plat approval process following a fording that all of the following conditions exist: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The proposed private street preserves significant site features. 2) The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. Finding: The hardship is caused by the particular physical surroundings, shape and topographical conditions of the land. 3) The conditions upon which the request is based are unique and not generally applicable to other property. Finding: The conditions upon which the request is based are unique and not generally applicable to other properties due to the unique site features. 4) The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance, and Comprehensive Plan. The applicant is proposing to access the site via a private street. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Minnewashta Parkway. The applicant's request is reasonable. Staff is recommending approval of this request. Planning Commission Boylan Shores December 3, 2019 Page 14 of 17 RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion: "The Chanhassen Planning Commission recommends approval of the preliminary plat to subdivide 2.71 acres into three lots and four outlots and a variance to allow a private street and lots to be bisected by a public street as shown in plans stamped "Received November 1, 2019", subject to the following conditions and adoption of the findings of fact and decision recommendation: SUBDIVISION Engineering: The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. Grading plans shall be updated to illustrate drainage avows. 6. Appendix B of the Stormwater Management Plan shall be updated to include drainage arrows illustrating the direction of discharge from each sub -catchment. Updated stormwater modeling verifying adequate capacity of downstream public stormwater facilities and conveyance systems shall be provided for review and approval prior to recording of final plat. 8. Plans shall be updated to address Sec. 18-57.p.4 regarding the design of adequate drainage facilities for the private street. 9. An updated SWPPP shall be submitted as plans are finalized, when the contractor and their sub -contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. Planning Commission Boylan Shores December 3, 2019 Page 15 of 17 10. The newly extended 6" C900 water main shall be privately owned and maintained. 11. Coordination with all small utility companies for the excavation and underground utility installations shall be maintained by the applicant and their contractor. 12. Lot 2's water service shall be had from the newly extended water main; plans shall be updated accordingly. 13. Updated plans shall be submitted as to not create a potential conflict or any crossing of the sanitary service lateral to Lot 1 with the newly extended water main. 14. The applicant's contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. 16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA's permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. Construction Plan Review: 1. On sheet 2 of 10: for clarity, remove call -outs associated with curb & gutter removal or bituminous removal as those are related to the installation of utilities and are addressed on subsequent sheets; add to notes associated with removal of structures (e.g. house, deck, sheds, etc.) that any removal requires a building permit; add to notes that any found wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and local regulations. 2. On sheet 3 of 10: illustrate existing public trail on the preliminary plat to ensure appropriate ROW dedication; clarify shoreline area illustrated adjacent to "Outlot C" and "Outlot D" on preliminary plat, it is unclear if this area is designated as D&U. On sheet 4 of 10: update call -outs for sanitary sewer taps to incorporate "WYE" and not "SADDLE", update call -outs for removal and replacement of curb & gutter and bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated read "...shall be PE/PEX" and not copper, (the city specifications and plates are being updated to incorporate no use of copper for water service laterals; detail plates and specifications can be provided upon request); Note 6 should updated to address the need for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City Planning Commission Boylan Shores December 3, 2019 Page 16 of 17 Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be updated to incorporate the same requirement for water services (painted blue); Note 10 should be updated to incorporate language that tracer while shall meet city specifications, also the notes are overlaid with another label and are illegible, update accordingly; add a note to the effect that testing requirements for water main installation shall meet city requirements and specifications, and that the coordination of testing (bacteria, pressure, etc.) are to be coordinated with the Public Works Utility Department (952-227-1130). 4. On sheet 5 of 10: the call -out for the construction of the private drive entrance at Country Oaks Drive shall include detail plate #5206 which will require the detail sheet to be updated accordingly; construction of the private street and other utilities may encroach into abutting properties, update the plans to incorporate notes for protection of private property and private structures/landscaping or if a temporary construction easement is required; provide a typical street detail that adequately addresses the 7 -ton design requirement; EOF should be shown, profile details for the EOF and storm pond shall be provided with elevations, include the OCS within the storm pond detail; either update Note I so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add note that an Underground Utility Permit (ROW permit) is required for the connection to the existing catch basin. On sheet 6 of 10: illustrate the locations of all borings referenced in the geotechnical report; illustrate drainage arrows for proposed elevations and grades; include in the legend a detail for the house pad call -outs (G, TF, LL, WO) for clarity; show benchmark location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the lot and building to the south); include existing and proposed elevations at the following locations — each lot corner, top of curb or centerline of roadway at each lot line extension, center of proposed driveway at curb, grade at comers of proposed structure. 6. On Sheet 7 of 10: identify proposed stockpile locations; under the call -out for the silt fence around pond, direct contractor to sheet 10 for additional notes on installation and stabilization of pond; provide detail number for construction entrance call -out; all construction access will be had through one approved construction entrance, thus the silt fence on the northwest corner of the site should be contiguous (no gap), provide a second phase of the erosion control plan for when the construction access off Minnewashta Parkways is closed and stabilized per Engineering Condition (L) and the construction entrance at the northwest corner is active. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to the city for review prior to grading and that there will be no hauling during road restrictions unless reviewed and approved by the city; update General Grading Note 20 that the city's Water Resources Coordinator, or their designee, shall be notified 24 -hours prior to commencement of dewatering activities; update Erosion/Siltation Control Note 11 to eliminate "Contractor shall place Mirafi fabric and gravel over all catch basins...", if inlet protection is required it should meet the city specifications and detail plates (catch basin sediment trap #5302A). Planning Commission Boylan Shores December 3, 2019 Page 17 of 17 Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600. Environmental Resources Coordinator: 1. No required landscape plantings shown on the approved landscape plan may be planted in any of the outlots. 2. Tree planting requirements on each lot are as follows: Lot 1-10 overstory deciduous, 8 evergreens; Lot 2 — 3 deciduous overstory, 5 evergreens; Lot 3 — 5 deciduous overstory, 3 evergreens. 3. Any tree removal on Outlot C or D shall be replaced 2:1 diameter inches on the same outlot. 4. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Planning: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30 -foot frontage on a public ROW off of Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. 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(V1-•••_�1'L_a.'-_ w""i.L�«w+a-"`Wa rllo-aeoa 1 OF t .CANNI: D CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ( ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on November 21, 2019, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing to consider a request for subdivision approval to create three single-family lots and four outlots with variances located at 6760 Minnewashta Parkway, Planning Case No. 2019-17 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me thO I 6 day of Now,.,,.hc l 12019. Kim I Meuwissen, Depu CJerk Notary Public JEAN M STECKLIN6 S SCAyNE7 Notary PubYo•M ey Oo weleeion 4e den si, 2C24 j� Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 3, 2019 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Consider a request for subdivision approval to create three Proposal: single-family lots and four outlots with variances. Zoned Single -Family Residential District (RSF). Applicant: Harold Worrell Property Owner: Dale Willenbrin / Rick & Susan Dorsa Property 6760 Minnewashta Parkway Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following What Happens steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2019-17. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at SAI-Jaff(Wci.chanhassen.mn.us or by Questions & phone at 952-227-1134. If you choose to submit written Comments: comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW] Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www,ci.chanhassen.mn.us/notifyme to sign u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before Me Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on Me subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting. staff will give a verbal overview of the report and a recommendation. The item will W opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission s recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Counal except rezonings and land use amendments from residential to commercial/industrial. • Minnesota Stale Statute 51999 requires all applications to be processed within SO days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the cry. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is ileo available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Counal does not. Minutes are taken and any correspondence regarding Me application will be included in the report to the City CounalIf you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, December 3, 2019 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. Consider a request for subdivision approval to create three Proposal: single-family lots and four outlots with variances. Zoned Single -Family Residential District (RSF). Applicant: Harold Worrell Property Owner: Dale Willenbring / Rick & Susan Dorsa Property 6760 Minnewashta Parkway Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following What Happens steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2019-17. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at SAI-JaffCDci chanhassen.mn.us or by Questions & phone at 952-227-1134. If you choose to submit written Comments: comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wedend Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a Public hearing before fire Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party Is invited to attend the meeting. • Staff prepares a report on Me subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a varbel overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pan of the hearing promise. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Counal may reverse, affirm or modify wholly a partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except moorings and land use amendments from residential to commercialhndustrial. • Minnesota Slate Statute 519.99 requires all applications to be processed within 00 days unless the applicant waives this standard. Some appiications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighbomood spokaspeisonlrepress native is encouraged to provide a contact for the ary. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing the City Counal does not. Minutes are taken and any comespondence regarding the application will w included in the report to the City Comm 1, d you wish to have something to be included in t a report, please contact the Planning Stall persion named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data lasted in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes Only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the users access or use of data provided. «TAX_N AM E» aTAX_ADD_L1» ((TAX—ADD—L2)), eTAX_ADD_L3m «Next Record»uTAX_NAME» ((TAX—ADD—Ll)) «TAX_ADD_L2m, «TAX_ADD_L3» PIN TAX_NAME TAX -ADD -Ll 250051200 LAKE WEST DEVELOPMENT LLC 14525 HIGHWAY 7 No. 265 250051600 LAKETOWN BUILDERS LLC 1536 BEACHCOMBER BLVD 256150480 SHERRY HAGA 310 8TH ST S APT 310 256150500 WARREN C MACFARLANE III 3800 LESLEE CURV 250053000 MINNEWASHTA CEMETERY TRUSTEES 3800 RED CEDAR POINTE 256150180 KRISTOPHER D & DAWN M KNOX 3801 LESLEE CURV 256150490 MICHELLE HANSON KRAFVE 3810 LESLEECURV 256150530 ROBIN THOMPSON RUSH 3810 MAPLE CIR 256150510 STEVEN A & KELLY C STATTMAN 3811 GLENDALE DR 256150540 HOLLY MARIE KRUEGER 3820 MAPLE CIR 256150520 ROGER NITZ 3821 GLENDALE DR 256150550 MARGARET ELLEN YOUNG 3830 MAPLE CIR 256150560 KRISTEN M FIREHAMMER 3840 MAPLE CIR 256150570 MICHAEL RYAN 3850 MAPLE CIR 258060150 TRENT BIRKHOLZ 3851 STRATFORD RDG 258060140 HAROLD & ELAINE TAYLOR 3861 STRATFORD RDG 258060130 DAVID L & DIANE E LIESER 3881 STRATFORD RDG 256150310 THOMAS R & KAREN J ERDMANN 3900 CRESTVIEW DR 258060010 DAVID ROBERTSON 3900 STRATFORD RDG 256150440 JERRY L & KRISTIN L KORTGARD 3901 GLENDALE DR 258060120 DOUGLAS DALE REICHERT 3901 STRATFORD RDG 256150630 STEVEN & JAMIE KNIGGE 3910 GLENDALE DR 256150430 CHARLES & MARY COLLEEN WEBER 3911 GLENDALE DR 256150640 NICHOLAS S & REBECCA FOLWICK 3920 GLENDALE DR 258060020 ERIC C & TINA L WEEK 3920 STRATFORD RDG 258060110 RONALD T LAMPRECHT 3921 STRATFORD RDG 256150650 STEPHANIE MILLER STATHOPOULOS 3930 GLENDALE DR 252510090 RICHARD DORSEY 3931 COUNTRY OAKS DR 252510010 UNQIANG LUO 3940 COUNTRY OAKS DR 258060030 IVAN P & SUSAN M STREIF 3940 STRATFORD RDG 252510020 KELSEY J QUIRING 3950 COUNTRY OAKS DR 252510110 ULRIKE K TAYLOR 3951 COUNTRY OAKS DR 252510030 MATTHEW MCDONALD 3960 COUNTRY OAKS DR 258060040 STEVEN J ARNDT 3960 STRATFORD RDG 252510120 RUSSELL D & DIANA W JONES 3961 COUNTRY OAKS DR 258060090 JASON M WATT 3961 STRATFORD RDG 258060170 STRATFORD RIDGE HOMEOWNERS ASN 3961 STRATFORD RDG TAX -ADD -1-2 MINNETONKA, MN 55345 WACONIA, MN 55387 FARGO, ND 58103 EXCELSIOR, MN 55331-9630 EXCELSIOR, MN 55331-7765 EXCELSIOR, MN 55331-9631 EXCELSIOR, MN 55331-9630 EXCELSIOR, MN 55331-9642 EXCELSIOR, MN 55331-7735 EXCELSIOR, MN 55331-9642 EXCELSIOR, MN 55331-7735 EXCELSIOR, MN 55331-9642 EXCELSIOR, MN 55331-9642 EXCELSIOR, MN 55331-9642 EXCELSIOR, MN 55331-9603 EXCELSIOR, MN 55331-9603 EXCELSIOR, MN 55331-9603 EXCELSIOR, MN 55331-9757 EXCELSIOR, MN 55331-9604 EXCELSIOR, MN 55331-9763 EXCELSIOR, MN 55331-9605 EXCELSIOR, MN 55331-9762 EXCELSIOR, MN 55331-9763 EXCELSIOR, MN 55331-9762 EXCELSIOR, MN 55331-9604 EXCELSIOR, MN 55331-9605 EXCELSIOR, MN 55331-9762 EXCELSIOR, MN 55331-7706 EXCELSIOR, MN 55331 EXCELSIOR, MN 55331-9604 EXCELSIOR, MN 55331-7705 EXCELSIOR, MN 55331-7706 EXCELSIOR, MN 55331-7705 EXCELSIOR, MN 55331-9604 EXCELSIOR, MN 55331-7706 EXCELSIOR, MN 55331-9605 EXCELSIOR, MN 55331-9605 SITEADD 6760 MINNEWASHTA PKWY 3820 LESLEE CURV 3800 LESLEE CURV 3801 LESLEE CURV 3810 LESLEE CURV 3810 MAPLE CIR 3811 GLENDALE DR 3820 MAPLE CIR 3821 GLENDALE DR 3830 MAPLE CIR 3840 MAPLE CIR 3850 MAPLE CIR 3851 STRATFORD RDG 3861 STRATFORD RDG 3881 STRATFORD RDG 3900 CRESTVIEW DR 3900 STRATFORD RDG 3901 GLENDALE DR 3901 STRATFORD RDG 3910 GLENDALE DR 3911 GLENDALE DR 3920 GLENDALE DR 3920 STRATFORD RDG 3921 STRATFORD RDG 3930 GLENDALE DR 3931 COUNTRY OAKS DR 3940 COUNTRY OAKS DR 3940 STRATFORD RDG 3950 COUNTRY OAKS DR 3951 COUNTRY OAKS DR 3960 COUNTRY OAKS DR 3960 STRATFORD RDG 3961 COUNTRY OAKS DR 3961 STRATFORD RDG 252510040 JAMES A & JUDITH A SCHMIDT 252510130 DANIEL R & SHELLY L KRUSE 252510050 LYNN D & NANCY K SIMPSON 258060050 BRIAN DOUGLAS LUND II 252510140 JOHN N & LINDA R BRAND 258060080 MATTHEW 1 & PAMELA MORAN 256150721 MATTHEW R & AMY L BURTON 256150160 KEVIN P MCGINTY 256150580 RICHARD E & ELIZABETH BELLERT 256150690 KEVIN JZAHLER 256150700 DANA L JOHNSON 256150710 ROBERT M & PATRICIA A JOSEPH 250051500 JEFFREY W & TERESA P KERTSON 258060100 TERRY LYNN HAYES 250053100 DAVID R & BARBARA M HEADLA 252510100 PAUL M CARLSON 250051300 PLEASANT ACRES HOME OWNERS ASSOCIATION 3970 COUNTRY OAKS DR 3971 COUNTRY OAKS DR 3980 COUNTRY OAKS DR 3980 STRATFORD RDG 3981 COUNTRY OAKS DR 3981STRADFORD RDG 6228 CASCADE PASS 6640 MINNEWASHTA PKWY 6641 MAPLE RD 6651 MINNEWASHTA PKWY 6671 MINNEWASHTA PKWY 6701 MINNEWASHTA PKWY 6810 MINNEWASHTA PKWY 68SO STRATFORD BLVD 6870 MINNEWASHTA PKWY 7900 QUAMOCLIT PO BOX 12 EXCELSIOR, MN 55331-7705 EXCELSIOR, MN 55331-7706 EXCELSIOR, MN 55331-7705 EXCELSIOR, MN 55331-9604 EXCELSIOR, MN 55331-7706 EXCELSIOR, MN 55331-9605 CHANHASSEN, MN 55317-9476 EXCELSIOR, MN 55331-9656 EXCELSIOR, MN 55331-9649 EXCELSIOR, MN 55331-9657 EXCELSIOR, MN 55331-9657 EXCELSIOR, MN 55331-9659 EXCELSIOR, MN 55331-9660 EXCELSIOR, MN 55331 EXCELSIOR, MN 55331-9660 VICTORIA, MN 55386 EXCELSIOR, MN 55331 3970 COUNTRY OAKS DR 3971 COUNTRY OAKS DR 3980 COUNTRY OAKS DR 3980 STRATFORD RDG 3981 COUNTRY OAKS DR 3981 STRATFORD RDG 6640 MINNEWASHTA PKWY 6641 MAPLE RD 6651 MINNEWASHTA PKWY 6671 MINNEWASHTA PKWY 6701 MINNEWASHTA PKWY 6810 MINNEWASHTA PKWY 6850 STRATFORD BLVD 6870 MINNEWASHTA PKWY 3941 COUNTRY OAKS DR COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CHMSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF 0 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: November 4, 2019 November 21, 2019 November 1, 2019 Contact: Contact Phone: Contact Email: Shanneen AI-Jaff 952-227-1134 saljaff@ci.chanhassen.mn.us Planning Commission Date: City Council Date: e0 -Day Review Period Deadline: December 3, 2019 at 7:00 p.m. January 13, 2020 at 7:00 p.m. December 31, 2019 Application: Request for subdivision of 2.71 acres into three lots and four outlots with variances for property located at 6760 Minnewashta Parkway, zoned Sin le-Famil Residential. PlanningCase: 2019-17 Web Pa e: www.ci.chanhassen.mn.us/2019-17 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ❑ Shorewood ® Park Director ❑ Carver County WMO ❑ Victoria ® Water Resources ❑ Lower MN River ® Minnehaha Creek ❑ Law Enforcement Adjacent Counties: ❑ Riley Creek -Purgatory -Bluff ❑ Hennepin Carver County Agencies: Utilities: ❑ Scott ❑ Community Development ❑ Engineer ® Cable N—Mediacom School Districts: ❑ Environmental Services ❑ Electric — Minnesota Valley ❑ Historical Society ® Electric — Xcel Energy ❑ Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ® Soil &Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad F1Board of Water & Soil Resources Authority El❑ MN Landscape Arboretum Health El Society ❑ SouthWest Transit El Natural Resources -Forestry ❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 11/01/2019 3:38 PM Receipt No. 00423603 CLERK: AshleyM PAYEE: Laketown Builders LLC 1536 Beachcomber Blvd Waconia MN 55387- 6760 Minnewashta Parkway ------------------------------------------------------- Subdivision 300.00 Sign Rent 200.00 variance 200.00 GIS List 159.00 Total Cash Check 005285 Change SCANNED 859.00 0.00 859.00 0.00 PROPERTY DESCRIPTION: Beginning at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 162.5 feet; thence East and parallel with the South lice of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning, Carver County, Minnesota. SCANNED O.mr.l N.LrI TM rrw mv.r u.vr u h rr. mw m.rr..w� w i.Yr w r+.w +.pyY W.war..w.a. rrr.wm..wr. M1 W. sv.r wY.W YY wY r.Y w.Y rgrr. wm wF. Ii..w. ar.v� m M Y r a.�iw m.�s • imr.0 dre rvr • F w.r W..ar0...... Tmar.+mv.a+r.+Y rw ♦ 0.nYw. ."tea rw.iFv w�miaw�iwws.W+wwirwm0. wwrwr .Ye mrvF •wr4r�rr�� nh WY.wY.rhrMnim..r Mw M.nw r. M.--M1.�irw.M nrvr . it wM uv.r ti.mtir wv a.nvn. mw +w w.a..vv..r. r.u... Tn. PW lq N. •uw..w .r w..w u.darw�..r. rM. r.nphnFvv.nsv N. u...wh Ywl w�4M-r.� b�N �IrY�vuNr�wvw.v�...rSsh..�rw _ TL Ir.rwwa wwr.uw.ar0.rmrrr. m..W Y0.r c A..rrwx._h._m.r.��r.hwwmr.rF wr.. wwrr�r ti ..r.my.rr��+nn`.Riun..�.w w�ir� TM� suras cw Y. r... mmr. w..rrsmw a.m F.w.MM �.Kr. h. r.v-vvws.mw h.m+v.+.pv+n..a WnmYn.. ♦nib..µ wa..h 0..uy w� ..-0.�0.•�. uN war.• �.. mrep aw.r ar n.Yr . m..wa Y .a aYw nmm.Y I.m. wm Mwis. u.aysY n.g0.Mrw.Aa..1.0.a.r.. Wlww.vrwr � ��wa.-. vnswYYrwl (v..r.arwu M.m.w�wrawy ^. r4 crsr war •r+ r w. i.....v. w H si.we rrw .Y rr.v.wnsn ww0.i.sWiw M•. Mrn YwTesmi ww.. hW u. F m G W in L 5•WJIn[ Nx....;_.r ..smwnr.emwwe .`/rw�+sMwmawarwe.. w.w.0 n F W��rwwr N. �..nwc.u.✓Tr0.Y1c4 wa...v.•.+n•+awr .��iaw rr .mw.br�r u.a raWr wwr.Y..ww�r...r...er M1.nvnvw.nyn.m... ...:Y:ma.,r...m.. mrtumv.e....nw•—•Ir..v+rrw. Y1 u.i..rur..u.wp..u...w 1/udm tla Kyl. 1 HaeeN Tm Meplawmant ulculatlonv —i IM-- lSsr Ypa I � WMY IYYtCM�N y _ N Plantln; / M.t.6M. L .... d Pl+ntl., 5cM1.d.l. .... BOYLAN SHORES KNOW ALL PERSONS BY THESE PRESENTS: That Laketown Builders LLC, a Minnesota Limited Liability Company, fee owner, of the following described property situated in the County of Carver, State of Minnesota to CITY COUNCIL, CITY OF CHANHASSEN, MINNESOTA wit: plat of BOYLAN SHORES was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this R.T. DOC. NO. OutlThis B, GLENDALE DRIVE HOMES, according to the recorded plat thereof, Carver County, Minnesota. ---------- day of -------------------- 20_____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. AND: AND: The north 18.50 feet of Lot 1, Block 2, COUNTRY OAKS, according to the recorded plat thereof, Carver County, Minnesota. City Council, City of Chanhassen, Minnesota AND: By'-------------------------------- By' ------------------------------- That part of of Government Lot 5, Section 5, Township 116, Range 23 West, Carver County, Minnesota, being described as follows: Mayor Clerk Beginning at a point 594.2 feet East of the southwest corner of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot PROPERTY AND FINANCIAL SERVICES DIVISION DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5, to place of beginning of parcel of land to be described; thence continuing North 162.5 feet; thence East and parallel with the South line of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning. I hereby certify that taxes payable in 202__ and prior years have been paid for /and described on this plat. Dated this EXCEPT that part described as follows: ------ day of ------------------• 20 ---' I 10 Commencing at a point 594.2 feet East of the southwest corner of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to the place of beginning of the parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet; David Frischmon, Property and Financial Services Director 10 L -4 - thence South 132.50 feet at right angles to said South line of Government Lot 5; thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning. ------- �'------------------------------ Deputy o I 1 Has caused the same to be surveyed and platted as BOYLAN SHORES and does hereby donate and dedicate to the public for public use forever the public ways and also dedicates the easements as shown on � I this plot for drainage and utility purposes only. COUNTY SURVEYOR I I I I In witness whereof said Laketown Builders LLC, a Minnesota limited liability company, has caused these presents to be signed by its - - - - ---- L---- ------ l hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plot has been reviewed and approved this ------ day of proper officer this ________day of___________________, 20 ------ ------------------- 20----' Laketown Builders LLC By: --- -- --------- NOT TO SCALE ----------------------------- -_ (Signature) ( 9 ) Brion Proske, Carver County Surveyor n Prask Carver County Surveyor Dale Willenbrina REGISTRAR OF TITLES, Carver County, Minnesota BEING 10 FEET IN WIDTH AND ADJOINING LOT AND President OUTLOT LINES AND BEING 10 FEET IN WIDTH AND l hereby certify that this plot of BOYLAN SHORES was filed this _-__-day of ------------ __, 20____, at _____ o'clock ___.M. as Document Number ADJOINING RIGHT OF WAY LINES, UNLESS OTHERWISE STATE OF --�- COUNTY OF -------------------- INDICATED ON THIS PLAT. This instrument was acknowledged before me on ------------- by Dale Willenbring, President of Laketown Builders LLC, a Minnesota limited liability company. Kaaren Lewis, Registrar of Titles LEGEND ------------------------ ------------------------- (Signature) (Name Printed) By: --- __------- -_------------------------ 0 DENOTES IRON MONUMENT FOUND Notary Public, ________________ County, __________-__ 0 DENOTES 112 INCH X 14 INCH IRON MONUMENT COUNTY RECORDER, Carver County, Minnesota SET WITH PLASTIC CAP MARKED RLS NO. 43055 My Commission Expires____ / hereby certify that this plot of BOYLAN SHORES was filed this ______day of ---------------- 20____, at o'clock .M. as Document Number FOUND CARVER COUNTY MONUMENT SURVEYORS CERTIFICATION I Chris Ambourn do hereby certify that this plot was prepared by me or under my direct supervision; that / am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correct/y set within one year; that all water Kaaren Lewis, County Recorder boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plot; and all public ways are shown and labeled on this plat. BEARING ORIENTATION NOTE: Dated this _____ day of ---------------- 20 ------ By ----------------- ------------------------ THE SOUTH LINE OF GLENDALE DRIVE HOMES /S ASSUMED TO Chris Ambourn, Licensed Land Surveyor BEAR S89'3846'E. Minnesota License No. 43055 n V STATE OF MINNESOTA 0 30 60 90 COUNTY OF --------------------- This instrument was acknowledged before me on this _____ day of __________________, 20_____, by Chris Ambourn. SCALE IN FEET 1 INCH = 30 FEET ---------- ----------- ------------------------- (Signature) (Name Printed) Notary Public, ________________County, Minnesota My Commission Expires_ i N I r1 A I r_- n (-) I\ r r_- I I /l A d r- \7L_L_IVLJi\L_L_ LJI\IVL_ r�L/IVI L_.� ----- 50.00 -- ___ / L�L_v is L=11.69 R=110.00 / L L_V I L A=6°05'15"- S89038'46"E 795 CHB=1410°28'41"E 322.80 CH=11.68 :W o 251.47 0 71.80 137.25 1489°38'46"W _ NORTH LINE OF LOT 1, BLOCK 2 OUTLOT A ^ o - - - - - - - - - - - - - - - - - -7112+ / 0,44 COUNTRY OAKS N / 7O / L=19.48R=110.38 ��10.00 S893846E 2 / 6600 A=10006'36"/ S89'38'46 E L= 193.50 4. / ^ 9f' oopR00 3.00 i 2700 o 10 CHB=1418°2N89 38'46'W //a 33.92CH=19.45 ----------------- -- Ory �' 10 o 3 / / OUTLOT B10 10 K 4j rJ ( S87'08'481Y 22.24 N N N N 'V6y \ - - / 70 6 0 4 0 c>`\\\ 1 2 y ¢ 316- o �h c / /IV 0 0 �J J / / od g 0 ?� ' ' 589°38'46 E 223.35 pr. h° �' IV rr / 589'38'46 E 131 + / / / �0C-j? A0 M AN 0 182.24 0 0 r� /- / P o / 89'38'46"W D 41.11 D / n ^o ?O.00DRITY FA EME;�.58"E g3�78_� --- --- - - - - --------- �h�� 0h0 2+/ / �� A�QQ1 1 ✓ �J N W W j /� N78' 7 r10G�0 0Z�0' / / �`Mlx�// //'o�� �a kb �J Z UDRAINAGE AND TY EASEMENT Zi# c\o sof /p �H�OGQ, GyriOy ,/ 0a'// LA 1' 2 / 10°�0'� OUTLOT C .Cb BLOCK ONE ;�s�� oT\ j J // o(a/ y;pti// h�� 1Sh*, r1� 10 �q1�Dw -- - --, cn vl- m------ ------ ------ 10.00 W7/4 COR. \� ' ^ 127.31 - - 149.08 -�I Z. 172.24 81.99 \ ,O // 128.44 8+/ S5 -T 1 16-R23 / S89=38'46"E 668 EAST LINE GOV. LOT 5 f Lu * v ALUo S5 -T 1 16-R23 A �, �/ PIT'�RECEVEDSBE ^o rinJl�, Cd SW COR. o I GOV. LOT s o 2 i S5 -T116 -R23 2 i FOUND 1/2 IN. IRON PIPE O' --SOUTH LINE GOV. LOT 5 SS -T716 -R23 pSSEN .- 38 9'46 E 594.20 SW COR - - - -- -- - - f - W E N C K N S5 -T7 16-R23 A V ASSOCIATES General Notes: I .The landscape contractor shall review all site conditions prior to construction and notify the landscape architect of any discrepencies found in the base map information provided. The contractor is responsible for verifying all field conditions related to their construction activities. The landscape contractor shall abide by all local, state and federal regulations that apply to their work. 2. The landscape contractor shall determine the exact locations of all existing utilities prior to starting construction as required by state law. The contractor is responsible for damages that result from the failure to properly locate and protect all underground utilities. 3. Any damage to existing roads, curb & gutters, trees, turf or any site fixtures from the landscape contractor shall be repaired at no cost to the owner. 4. Preparing the finish grade for seeding, sodding, and planting shall be the responsiblity of the contractor. Locations that are defient of a minimum of 6" of quality topsoil shall be brought to the attention of the landscape architect prior to sodding. S. The landscape contractor shall stake the plant locations in the field for review by the landscape architect prior to the start of construction activities. Minor field adjustments to the exact plant locations may need to be made. The landscape architect reserves the right to make field adjustments prior to planting. Any proposed re -locations by the landscape contractor shall be approved by the landscape architect prior to digging. 6.The landscape contractor shall coordinate their construction activities with the other contractors working on the site. Tree Planting Notes: 1. Trees and shrubs shall be freshly dug at time of delivery, unless container -grown. 2. The diameter of all tree pits shall be two times the diameter of the root ball. Tree pits shall be excavated so that the top of the ball will be set at 2 inches above the finished grade. The diameter of all shrub pits shall be two times the diameter of the root mass with soil. Shrub pits shall be excavated so that the top of the ball will be set at I inch above finished grade. Boulevard / P Linden 2 White Pine 3 Black Hills Spruce 3. The topsoil for backfilling the planting pits shall be mixed with compost at a ratio of I: 3 loose compost to topsoil by volume. Backfill / planting soil shall be tested to determine suitability for planting per the specifications. New trees and shrubs shall be fertilized based on the recommendations provided by the soils report. 4. The contractor shall brace the trees as necessary per the details to insure plant stability. 5.Trees to be planted shall have a single, straight leader and tapered trunk. The tree shall be free of girdling roots that have circled around the tree and are constricting the tree at the base. Trees must be in good health and free of disease. 6. The planting contractor shall take measures to protect the trees from damage due to planting. Newly planted trees shall be wrapped with tree wrap if the exposure or species warrant protection. 7. Planting shall not commence until the associated site improvements, pavements, and finish grading are completed. 8.The landscape contractor shall verify the suitability of soil to produce viable planting soil. Soil shall be clean of roots, weeds, sod, rocks, clods, clay lumps, concrete or other extraneous materials harmful to plant growth. 9.The Contractor shall not deviate from the plant selections without written approval of the landscape architect. 10. The landscape contractor shall provide a warranty for all plant materials from the date of project acceptance until one year later. The contractor shall replace dead or unhealthy plants during the warranty period with plants the same size and species specified with a new one year warranty starting on the date of replacement. I I.The landscape contractor shall notify the landscape architect when the project is ready to be reviewed for substantial completion. Written notice of Substantial Completion shall be issued prior to final payment being made. 4 Boulevard Linden 3 Skyline Honey Locust j 12 The Landscape Contractor shall be responsible for the maintenance of newly installed landscaping and replacement of damaged plants or materials until the project is accepted as substantially complete. 13. Trees and shrubs shall not be planted at the bottom of infiltration basins or below the normal water elevation of the retention ponds. Fine Grading & Sodding Notes: 1. All disturbed areas within the property limits that are not paved shall be seeded or sodded 2.The landscape contractor shall insure that soil conditions and established grades allow for proper drainage of all turf and planted areas. Any areas of poor drainage or over compaction shall be brought to the attention of the landscape architect prior to the start of any work. It is the responsibility of the landscape contractor to provide proper surface and subsurface drainage. 3.All planting, seeding and sodding shall be done before October 15. Seeding before or after these dates shall be done at the Contractor's own risk at no additional expense to the Owner should a replanting be necessary. 4. Disturbed areas that remain idle for 14 days shall recieve a temporary seeding of annual rye or oats at 100 lbs per acre. S. The sodded areas shall be sodded with a Kentucky bluegrass blend. Sod shall have well established roots and turf cover. The sod shall be free of weeds and non conforming grasses. The owner reserves the right to reject poor quality sod. 6. The area to be sodded shall be watered heavily to provide ample soil moisture without causing erosion. Sod shall be installed with staggered joints with sod butted tightly at the joints. The sod shall be laid parallel to the slope and pegged to prevent movement. 7. Newly installed sod shall be watered immediately after laying until completely soaked and then rolled to make complete contact between the sod and the soil. Tree Replacement calculations: TREES REPLACEMENT BY ORDINANCE Total upland area (excluding wetlands) 2.71 ac. or 118,047 SF Baseline canopy coverage 58% or 69,260 SF Minimum canopy coverage required 35% or 41,316 SF Proposed tree preservation 8.6% or 10,152 SF Minimum canopy coverage to be replaced 31,164 SF Multiplied by 1.2 37,396 SF Divided by 1089 =Total number of trees to be planted 34 trees TREES PROPOSED Deciduous trees 18 trees Coniferous trees 16 trees Total trees proposed 34 trees Blaze Maple Spruce Planting Details Pane dead & broken brands - ne"vuY, shape of Dee &' 2" .2- cedar pour D bk no.12 pup twisted pMnited.nre wide 2Pieces new rti,dorced rt bber lwse set root ball abo.e grade w a lkw b sending- create a saucer .nd t tree w hokt water T depN shredded bark mukh a"IW P.I back a minimum d 60% A hurlap III IIII / I = and basked wire Barldll wkM1 rutive wit and l' ...,,__e. ... Ill — mavmum or ss% 1I�I\ mmposeea wJ =1111= III Wimins .4 l3ndiw.rbee subgmde tlbmetr of rrmball r nTypical Deciduous Tree Planting Detail no scale I Swar White Placel/2".rnP.t 36"kngtM1 eacM1 ,in, 3 &y syuem - epuidns around dee wr double rw. 12 pup twhted pkanketi —I w; 3 piece: new rekdoroed rubber lwu net soot bdl AA" above Qinn"'a wlamundng- / a Isauceraround Ne vte m Iwkl water 3 T'. 2" cedar pos¢ e" deed, sM1reddeE Dark mukM1 a 6- mpwa baald�A Peel back a mirlMnrm of So% d burlap ani // rtnio,e basl4t+Are t3rMkt tl suvs& 11= aacldaIi nazi o it IIII =IIII = III dna mavmum ar l5% rarposncd loll z Typical Coniferous Tree Planting Detail Ll no scale a GG 2118 ERIE DRIVE a NORTHFIELD. M� 057 651) 283 -1090 • PAULMILLERDESIGNOMSN.COM 2 River ffs, Planting / Materials Legend Symbd. Das �l deciduous Vee to be planted SpaclnxPint evergreen tree to be planted Features ornamental vee to be planted area w be sodded = RETNOW WALL T0FN-974.0 BOT=47 1.0 Planting Schedule Common Name Latin Name Qty Size SpaclnxPint Mature ht lvilatum spr Features Autum Blaze Maple Acer x freemanii " effersred' 5 2 l2" varies B & B 50 ft 50 ft fast grotivirtL fie red fall color Skyline Hon locust GleditsiaTriacandasSkyline' 3 2 12" varies B & B SO ft 30-35 ft golden yellow fall color SwarrillaWhite0ak Quercus bicolor 3 2 12" varies B & B 50-60 ft 40.50 ityellow-brown to red fall color Boulevard Linden Tilia americans 'Boulevard s 2 12" varies B & B 60 ft 30' R yellow fall color Dun Heat River Birch Betula nigra 2 2 12" varies B & B 20-25 ft. 15-20 fc yellow fall color Black Hills Spruce Picea glauca dmuata 9 6' - 8' varies B & B 60 R 25-30 ft native White Pine Pinus strobus'Paaon's Silver Splendi 4 6'- 8' varies B & B 50.80 fns. 20.41 ft. native Red Pine Pinus resin osa - _ 3 6' -8 varies B & B 1 50 fL 20 frL native TOTAL TREES 34 SCALE: 0 ; 0r North 30 MEMORANDUM CITY OF CHANHASSEN Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow 011 -,TO: Erik Henricksen, Project Engineer Jill Sinclair, Environmental Resources Coordinator Todd Hoffman, Parks & Recreation Director Eric Tessman, Building Official Matt Unmacht, Water Resources Coordinator FROM: Sharmeen Al-Jaff, Senior Planner DATE: May 27, 2020 �. SUBJ: Boylan Shores Home Final Plat Review (� The final plat for Boylan Shores was submitted on Friday, May 22, 202scheduled fo City Council review and approval on June 22, 2020. Please review the conditions in the preliminary plat letter of approval against the attached plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Also, please provide an updated analysis of the plan. Please respond to me with your comments and updates no later than Friday, June 12, 2020. Attachments glplan\2019 planning cases\19-17 boylan shores 6760 minnewashta pkwy sub and var\final plat review distribution memo.doc PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN • MINNESOTA 55317 MEMORANDUM CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow TO: Erik Henricksen, Project Engineer Jill Sinclair, Environmental Resources Coordinator Todd Hoffman, Parks & Recreation Director ; 'I Eric Tessman, Building Official Matt Unmacht, Water Resources Coordinator FROM: Sharmeen Al-Jaff, Senior Planner DATE: May 27, 2020 SUBJ: Boylan Shores Home Final Plat Review The final plat for Boylan Shores was submitted on Friday, May 22, 2020 and is scheduled for City Council review and approval on June 22, 2020. Please review the conditions in the preliminary plat letter of approval against the attached plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Also, please provide an updated analysis of the plan. Please respond to me with your comments and updates no later than Friday, June 12, 2020. Attachments giplan12019 planning casesU 9-17 boylan shores 6760 rmm�hta pkwy sub and varVinal plat review distribution memo.doc PH 951.217.1100 • www.d.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN - MINNESOTA 55317 January 16, 2020 Mr. Harold Worrell Laketown Builders P.O. Box 89 Waconia, MN 55387 CITY OF CHANHASSEN Chanhassen is a Community for life - Providing for Today and Planning for Tomorrow Re: Boylan Shores — Approval Letter Planning Case No. 2019-17 Dear Mr. Worrell: This letter is to formally notify you that on January 13, 2020, the Chanhassen City Council adopted the following motion: SUBDIVISION "The Chanhassen City Council approves the preliminary plat to subdivide 2.71 acres into three lots and four outlots and a variance to allow a private street and lots to be bisected by a public street as shown in plans stamped "Received November 1, 2019", subject to the following conditions and adoption of the findings of fact and decision: SUBDIVISION Engineering: The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MAPKET BOULEVAPO PC BOX 147 CHANHASSEN MINNESOTA 55317 Mr. Harold Worrell Boylan Shores Approval Letter— Planning Case 2019-17 January 16. 2020 Page 2 of 4 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. Grading plans shall be updated to illustrate drainage arrows. 6. Appendix B of the Stormwater Management Plan shall be updated to include drainage arrows illustrating the direction of discharge from each sub -catchment. 7. Updated stormwater modeling verifying adequate capacity of downstream public stormwater facilities and conveyance systems shall be provided for review and approval prior to recording of final plat. 8. Plans shall be updated to address Sec. 18-57.. P. 4 regarding the design of adequate drainage facilities for the pm ate street. 9. An updated SI1'PPP shall be submitted as plans are finalized. when the contractor and their sub -contractors are identified. and as other conditions change. Review and approval of the standalone document is required prior to any grading. 10. The newly extended 6" C900 water main shall be privateh owned and maintained. 11. Coordination with all small utilit} companies for the excavation and underground utility installations shall be maintained by the applicant and their contractor. 12. Lot 2's water service shall be had from the new l} extended water main: plans shall be updated accordingly. 13. Updated plans shall be submitted as to not create a potential conflict or any crossing of the sanitary service lateral to Lot 1 with the newly extended water main. 14. The applicant's contractor shall field Verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will he provided to the city prior to connection of the existing sanitary sewer lateral. 15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity. to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. 16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator. or their designee. and recorded against the properties that details the HOA's permanent inspection. maintenance. and funding mechanism that ensures stormwater BMPs will function as designed. Mr. Harold Worrell Boylan Shores Approval Letter — Planning Case 2019-17 January 16, 2020 Page 3 of 4 Construction Plan Review: 1. On sheet 2 of 10: For clarity, remove call -outs associated with curb and gutter removal or bituminous removal as those are related to the installation of utilities and are addressed on subsequent sheets; add to notes associated with removal of structures (e.g. house, deck, sheds, etc.) that any removal requires a building permit; add to notes that any found wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and local regulations. 2. On sheet 3 of 10: Illustrate existing public trail on the preliminary plat to ensure appropriate ROW dedication; clarify shoreline area illustrated adjacent to "Outlot C' and "Outlot D" on preliminary plat; it is unclear if this area is designated as D&U. 3. On sheet 4 of 10: Update call -outs for sanitary sewer taps to incorporate "WYE" and not "SADDLE"; update call -outs for removal and replacement of curb and gutter and bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated read "... shall be PE/PEX" and not copper, (the city specifications and detail plates are being updated to incorporate no use of copper for water service laterals; detail plates and specifications can be provided upon request); Note 6 should be updated to address the need for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be updated to incorporate the same requirement for water services (painted blue); Note 10 should be updated to incorporate language that tracer while shall meet city specifications, also the notes are overlaid with another label and are illegible, update accordingly; add a note to the effect that testing requirements for water main installation shall meet city requirements and specifications, and that the coordination of testing (bacteria, pressure, etc.) are to be coordinated with the Public Works Utility Department (952-227-1130). 4. On sheet 5 of 10: The call -out for the construction of the private drive entrance at Country Oaks Drive shall include detail plate #5206 which will require the detail sheet to be updated accordingly; construction of the private street and other utilities may encroach into abutting properties, update the plans to incorporate notes for protection of private property and private structures/landscaping or if a temporary construction easement is required; provide a typical street detail that adequately addresses the 7 -ton design requirement; EOF should be shown, profile details for the EOF and storm pond shall be provided with elevations, include the OCS within the storm pond detail; either update Note 1 so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add note that an Underground Utility Permit (ROW permit) is required for the connection to the existing catch basin. 5. On sheet 6 of 10: Illustrate the locations of all borings referenced in the geotechnical report; illustrate drainage arrows for proposed elevations and grades; include in the legend a detail for the house pad call -outs (G, TF, LL, WO) for clarity; show benchmark location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the Mr. Harold Worrell Boylan Shores Approval Letter — Planning Case 3019-17 Januar% 16. 2020 Page 4 of 4 lot and building to the south): include existing and proposed elevations at the following locations — each lot comer, top of curb or centerline of roadwayat each lot line extension, center of proposed dri%e%vay at curb. grade at comers of proposed structure. On sheet 7 of 10: Identifjl proposed stockpile locations: under the call -out for the silt fence around pond. direct contractor to sheet 10 for additional notes on installation and stabilization of pond: pro%ide detail plate number for construction entrance call -out: all construction access will be had through one appro%ed construction entrance. thus the silt fence on the north%%est comer of the site should be contiguous (no gap), pro%ide a second phase of the erosion control plan for when the construction access off Minnewashta Parkways is closed and stabilized per Engineering Condition /i.) and the construction entrance at the northwest corner is acti%e. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to the cit} for review prior to grading and that there will be no hauling during road restrictions unless re%ie%%ed and appro%ed by the city: update General Grading Note 30 that the city's Water Resources Coordinator, or their designee, shall be notified 24 -hours prior to commencement of dewatering acti%ities: update Erosion/Siltation Control Note 11 to eliminate "Contractor shall place Mirafi fabric and gravel over all catch basins...". if inlet protection is required it should meet the city specifications and detail plates (catch basin sediment trap #5302A). Parks: 1. Full park fees in lieu of additional parkland dedication and'or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be S 11.600. Environmental Resources Coordinator: 1. No required landscape plantings shown on the approved landscape plan may be planted on an% of the outlots. 3. Tree planting requirements on each lot are as follows: Lot 1: 10 overstory deciduous. 8 evergreens: Lot 3: 3 deciduous overston. 5 evergreens: Lot 3: 5 deciduous overstory. 3 evergreens. 3. Any tree removal on Outlots C or D shall he replaced with 2:1 diameter inch trees on the same outlot. 4. Tree preservation fencing must be installed around trees proposed to be sa%ed prior to anv construction activities. Mr. Harold Worrell Bo} Ian Shores Approval Letter — Planning Case 2019-17 January 16. 2020 Page 5 of 1 Planning: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property. to allow the applicant to achieve a 30 -foot frontage on a public ROW off of Country Oaks Drive and the CitaCouncil approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the cite to the applicant. 2. The applicant shall combine Outlot C with Lot') and Outlot D with Lot 2." Final plat documents must be submitted to the cit} four weeks prior to the Cite Council meeting in which you Nish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. If you have any questions. please feel free to contact me at 952.227.1131 or e-mail at saliaffa ci.chanhassen.mn.us. Sincerely. Sharmeen AI-Jaff Senior Planner Enclosure ec: Erik Henricksen Martin Campion PC: Dale Willenbring Rick R Susan Dorsey g plan2019 planning ac> 19-1' bo%lan shoro 6760 mmncaashm pkwy sub and %uappna al lata prchmtn n plat Mws ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer. water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations. wetlands and wetland buffer areas, stonnwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City s latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection )• Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8%:" x 11 "), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide anv of the above items by the required deadline will result in delaying consideration of final plat before the City CounciL ARC DOCUMENT SOLUTIONS LLC GLEN RD 4730 PARK PACKING SLIP SAINT LOUIS PARK MN 55416-5701 Page: 1/1 54MN09031126 Printed On: 05/22/2020 08:58 AM Please inspect your order. No returns after 45 days and without prior authorization. Product must be returned in original packaging and may be subject to a 20% restocking fee. BILL TO: SHIP TO: CAMPION ENGINEERING SERVICES, Harold Worrell MARTY P. CAMPION 3835 Meadowview Terrace 1800 PIONEER CREEK CENTER St Bonifacius, MN 55375 MAPLE PLAIN, MN 55359 P: (763) 479-5172 P:(763) 479-5172 F:7934794242 F:7934794242 Ordered By: Marty Campion (763) 479-5172 mcampion@campioneng.com PURCHASE ORDER # CUSTOMER NO. SALES PERSON SHIPPING ORDERID DOC DATE 19-031 1015707 50014 7TERMS 30 5/22/2020 PROJECT # PROJECT NAME DUE DATE 19-031 Boylan Shores ORDERED SHIPPED B/O ITEM X DESCRIPTION U of M 42.00 42.00 0.00 1600 Bond Prints - First Set SQFT 7 sets of 1 (22.0004.00) 420.00 420.00 0.00 1600 Bond Prints - First Set SQFr 7 sets of 10 (22.00x34.00) 14 14 0 1624 Stapling Sets EACH 7 sets of 2 2 2 0 1902 BW Copies 11X17 EACH 2 sets of 1 20 20 0 1902 BW Copies 11X17 EACH 2 sets of 10 4 4 0 1944 Stapling - Manual EACH 2 sets of 2 CITY OF CHANHASSEN 1 1 0 5202 Courier Charge RECEIVED EACH MAY 2 2 2020 CHAMASSEN PLANNING DEPT Signature Print Name Date BOYLAN SHORES MI(oM µ PERSONS W M6E PRESENTS: Thol Loom- BuiMpn �, o Yi-Ii Ummo Liobili Com ser i-oO ry poop M o. 01 Um Idlo.lry Oeecnlwa properly vituoleo In Me Coanry u1 Car.ea Som of M 10 b Cm Dili Cm IY Cliffol '9EN' NRNE30N ait Ilrs C'ol of M. 4CWE5 em 4WOM mM oMPIW M Me aft Cwvci M Me cYY W CIwnM¢xn. 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KnI I. c N PLANNING DEP' r ve " L3 .II L=IIM R -110.m 1 OT- - ....- -• A3.OS'17• •.••. •.,•• .. 779`JTIfi•E TyS rL CNB=N10°21'It•E - y]Ap - 251 r1 )T.N CH=11;7 W O/ N89°3TI71Y -NGRM LNE OF 101 1, ai" 2 OUTLOT A -8r - / O.0 colaw WY'a6F L=19M Rx110.M �.Iram Ar1Tm%• / _ 31•iM'E 1B1d0 Le,k4� fP06,00 1)m F / 10 /e _ / CNB=X1T2t'1]'E / CWt9As R87'N al I61Y 33.921 J1$° r_______________________________1 e(8je 3 FUP I SB)101'M11 :$ • y- - L � «M1 ys E R p 'N4e, Tom_ - - - - - -_ ---- a ____________p --J ... r J. rU x � / 40Y JO'il .ram �1i" • IND IT. rr SBT.Y'xF 221A �,j NV ib T( T722a 07 .➢/ .TO.mcyBLN7CF-„plyr4ls /� _________________________________ � unLlm FNN�,o ✓ �'9-��� I ?,�� ` p PeuwGF .wO _12,;a T FILE NO. C.R. DOC. NO R.T. DOC. NO. ORAINADE AND UTILfiY EASEMENTS ARE SHOWN THUS' I I I 10J � 1 I o _ I I I I NOT TO SCALE BEING 10 FEET IN WIDTH ANO ADJOINING LOT AND OU"LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES, UNLESS OTHERWISE INDICTED ON THIS PUT. LEGEND 0 DENOTES IRON MONUMENT FOUND O DENOTES 1/2 INCH X 14 M/CH IRON MONUMENT SET WITH PLASTIC CAP fW RKED RL5 NO. 4JO55 Q FOUND CARTER COUNTY MONUMENT OOTLOT B SB MDJWF 1111 EnSEMEx1 W / iy. e / OUTLOT C J I Ina BLOCK ONE o41 1\ a Y O----------------------------- r-wrH C7N J ramt� _ 127Jr _ « ravm �I - rn31 ee.Y/ m / rinw €' SS-)IlR2J8- T I8'E 878• W M1 W �ss-mc-Rv ri ^ ss-TB-aD a coV [Ins FANO Mr MK -sOtiM LINE GIN [0] 5 I 55 -Ir 16-R2J _ / :ry V Smr'.b'r6T SN30 �S '"-;Im1 R-RSJ wi REARING ORIENTATION NOTE THE SOUTH UNE OF GLENOALE DRIVE HOMES 6 ASSUMED TO REAR 589'MIA51E. T >o m m $CMF N `DI 1 NCH . JO FEET / ^� WENCK ASSOCIATES THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTIUTES THEY SHALL COOPERATE LITH ALL UTIUn COMPANIES IN MAINTAINING THEIR SERVICE ANO/OR RELOCATION OF LINES THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 851-454-0002 AT LEAST 48 HOURS N ADVANCE FOR THE LOCATIONS OF ALL UNDERGRWND NRES, CABLES. CONWITS, PIPES, MANHOLES. VALVES OR 07HM MINED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL RERAN OR REPLACE THE ABOVE THEN DAMAGED WRING CONSTRUCTION AT NO COST TO THE oLLNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL CONSTRUCTION PLANS FOR: BOYLAN SHORES ru A XTu A QQVNT AINT r�r� 1� ^V I ^^ATIlYAI PROJECT DIRECTORY DALE WILENBRNG ISM BEACHCOMBER BLVD WACONK MN 55387 PHONE 952.715.2928 EMAIL, DMILIENBPoNObMEOCINLCOM ENGINEER CAMPION RNONEERNG SERVICES. INC. MATY CA PION 1800 PIONEER CREST( CENTER MAPLE PLAIN, MN 55359 PHONE 763.479.5172 SEMI: IKdI� EE IES 100 PIONEER CREEK CENTER MARE PLAIN. MN 55359 R1. 783.479.4200 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION ST ANDARD SPECIFICATIONS FOR CONSTRUCTION' "TEST ATON & SJPR3pTS 2 an EN.09IRS ASSOCIATION O MINNESOTA (L><AM) STA/CARD UIIlTES SPEaRGXTONS. ("TEST EDITION) 3. ALL APPLICABLE FEDERAL STATE AND LOCAL LAMS AND ORDNANCE llE1 BE COIIRED IIA N THHE CONSiN1CDON OMS PROJECT. 4. Cin OF CHANHASSEN STANDARD SPECIICATIONS k DETAIL PLATES 2lmllftL , MY SEIEA MANIOIE N CaNTIY OAKS DRIVE. N FIGHT M LOT 1. BLOCK 2 COLMITMY DAKS, D 9711.62 L20M POD OUTLET ry •C -IE •Lx.PIWNl r a M COVER SHEET -- a.PALLI N N,P by 19-031 BOYLAN SHORES CAMPION „B, Paw C D. 19-031 P.O. Bm 2N uner mr dllot INN, and Mot ENGINEERING NN 563 Ian . ar INN, stlo. fM LAKETOWN HOMES -- — - -- j SERVICES, INC. I. '^ ��!y'�^t• ori DATe: N,gIYf /�1 I.47!112 CHANHASSEN, MN SHEET NO. 1 OF 10 SHEETS 04/17/202 GLEND.ALE DRIVE IIMMD ®woi x- -- sr9cr u2r — — sroar scam — — —cm UE- - — — — — — — —o— uxo a7asa ae .K ------- w I I I I I I m¢aAm T III III i I / / ----- Ow u � — — — — — — — — 9FK m ea«,w. uc I � 1111 III III l r---------------- � rxsJ,es.oerrw.xo mP�. uE Y,I % F'17777117 , II II II II Y QK o i t III III III I I .�A �w aaw I I I I I I I I III / ® arnica amara � I I I I I 11 A� .III � / ® r2rcnec zwescaax GLENDALE I DRIVE f I H(MESP 1-I I LOT / III °.I I I 6 LOT 3 I I I� LOT 4 I I LOT 5 ��'" / } / • savorous !err // BLOCK 7 1 - —_-----�asl L---------_ J L------------J I p i 09.03 zmz O2J9. YMi TA r 2e,a RBu ze, T _ zm, ;;-NW2199 �, W / ^ 2074jO 8vs / p ' 2074 Onss Ams / / O2ms 1 DC HOLM a am A K NAPE ,p/ 027.7 i 2m5 02N2 / .ay 028,8 TP-3 `. O 02195 - w _-�`( - I/ O , aae A� r¢d 290.0 �E. / %��� / 1 / / 256a i4 M.x /B0— 'oVob. ` , (D----B59 Q.2me 02.02.OlBJ] TP- YY .rt 1 �VQi T a 1 O02"I _ 2)m 2aJo 02918 02014 O' 2830 O25 HAP- 2 8],2 028,9O2MJ 026.6 0 LICE^ Jf 14P OII 26250 O2B29 0 z93, 9CPH.7 woe a2w78/3IIl 0..a 2819 �2e ` 28. O 9JJ023, 2820 Q:9JL 7482 HAP-2 ° l29.9 / / / 2ee0 02e2e i` Ozazs2887 IIIIIIIIII OQ9III p ° an O2e.. 02832 0 02822 Ar Ytlez 829ss p1 ajse . \IP 9v mCO2033 O29w /\ �2 02W 2. o2e060 o2B., 03! � — / Omz NAU i B, Qmz O\.bOn, 02— 0. '0211. 2W ol nJ 2m, 1 /// M• M�AN ���// Je I I LOT 1 1 1 #. Qm/ I = BLOCK 2 i I PMPlL—x—x—X� 6 I� 00� LAKE L---------�"I� _�, �� �, _ MINNEWASHTA �I--W�E—___ --__—_ — —_ _ ------- -7 LOT / my lois LOT 1 / LOT 5 ss-nrP Av I BLOCK 1 j //� BLOCK 2 1 j STRATFORD 1 PIDGE NmEs: t. � a sntueluxts ua�es aunrx: cawttrc Ara. Dcw,7,.ex / roar a LOT +. SLOOK 2 I MY FOUNO I1 F, i � ZDANINFELMM�'�.1 N / p� jl DWW MXMW 1� 9 Taaa9PW Sana N'.0aDNCE WH WM AND larx / �\ PRUNED By l,D1c X16 GUM REKILATWL EaND Al A POW W2 FW PAST a 741E So1nx.6T o01.En a GMUMEL Iar x SDCrDH a Ta.H51! Ito ONK 23 WW. yHDCE MOWN loo FW a Raff ANGLM To TW SOM LK OF SW GDMNMDff LOT 5. 70 PLACE OF OEMIMS OF PARCEL OF LAND 10 K DMOVIED, MOCE OWINLANG MOM" 162.5 FEET THENCE EA9 NO PAPALLEL WM ��� W sane LK a skD oan..Dn lar s, 7e.a FEET M71E MOW OF u LANE peaeft Hort SOUTHWEST ALONG/ SPD LANE SHOE 197.0 RT IDIS ON LESS MA Pao 67119 PEST EAST OF 6 � TUE PLACE Ur. TWCE WW I / 97129 PELT m THE FLACE OF IEWXr. CARVER COLOM rOKSM& q w w ' POD N a Cne EMPre nW aL MPW^,g BOYLAN SHORES EXISTING CONDITIONS & REMOVAL PnakeT NO: CAMPION .P6 "°' °" ws>ae er m. v 19-031 t.O. 2" o.r p.., ay m, a. w. r, aw ma PLAN ENGINEERING P.O. �a kw as a LAKETOWN HOMES P�Bw laYW'!P�Wn s a �' Stat aP limaot¢ AL— DAIE[j� SERVICES, INC. Pc . 4y Qa= aS a oA� Ali E- ..m..r.a�.r,...a.� P C,,, tvPa DaeR CHANHASSEN, MN SHEET N0. 2 OF 10 SHEETS 04/17/2020 W 6 0+00 1+00 2400 3410D 6+00 6 Crv,l En3inpp,ni 6 Lattl PMmd9 ; --y w... gnu, ups w.. +va+ ^....•.. CAMPION leoo P� o.r d,r, a ..von Noe boon Diapered by me o P.O. fAz 2M undue my d Wet N;PNNMan and Nat ENGINEERING ,�„ PIWK MN gyy ,� a avy Ilcs;asd Pret..aond Engnar SERVICES, INC. PNWee 76] -A79 -51n mo.lPmd RNs sm<. d M�n.,om. fo>< 70}AAQR _OS 1B 2021 E -W: mw4C 4 42 YnR.GMn .w., o �.�.....,�. _ .. •tom, MIS w 0815 0110 on 970 115 955 nAu¢T u DmTc o .AA OUTLOT B / 'Z/// / � - rM1Ea Et[vanav av r i /i s = v«a wwee OUIIDT C eras xcwze �/' (IM DNR VNfFiNCCRJ fLW WALL K6N¢ i a c�irq mTyq �// )¢TW6 W M EW6WR /, /i LAKE MNNEW/dHEA ALL CONSTRUCTION TRAFFIC SHALL USE MINNEWASHTA PARKWAY BOYLAN SHORES LAKETOWN HOMES C:HANHASSEN. MN x L RNCE ME —60D— PROPOSED CONTOURS —»— z O EASEMENT ME > SAMPNK gWER N SETBI,CRS — I —G— WAIBMN _WET— DFLNFAIED WERAND EWE EMv.E • WfAME cdA6 PurRR • etuWurs As Ao f6101WN13 w UNR n1Dun9N QbRI W.YbO M MpPFIIIT STORM SEWER —a— IFLES4Ri III CMFL'ICM uWWWROIMO N cw uxc WWF mMN.T t0 ODaIIC r tI W/ O m, 4)ill M bm RTK P4lF MJS SA]/. t SA] >— SANITARY SEWER — — — — w w V —I — WATERMNN Sys• R{ RMFl1A¢ ream — m0 ---- -__. _ pQnN@/llpmplp M.M. uNe r IKMM/b'M SWR/NY SERER MANH _ r.:.. NN�6MAT OOWVJ r� V 1177,� ---=Okla-- - _ d : O SETeOW;.LMNi rM Miami • FpMO YCNUYEM HYDRANT p0 82' ef 6' PIC SDR 226 W t.DOSft—IA Ipll WWWN 11 J 3 9MA [nIMREwiAms RP�,LL f1 HJSMC T� 000 SNIP, TYP ® / ie9V NeNNII EIErIRK AE1EP NLEf PROIECTON 04.118 EIECFNC ,NMSFYIRArtR ILY / ♦:H 1119 p 1 / � .\ < ROPE A lTAfl T NAELTNAIN •3 ttmAlrs naEi EMT cgvLMMrs Mi -0� 2 I � tur x To—v a F. E6M O N K I A6,. _, W a1 t 3 BLOCK 2 / R)DW� 0+00 1+00 2400 3410D 6+00 6 Crv,l En3inpp,ni 6 Lattl PMmd9 ; --y w... gnu, ups w.. +va+ ^....•.. CAMPION leoo P� o.r d,r, a ..von Noe boon Diapered by me o P.O. fAz 2M undue my d Wet N;PNNMan and Nat ENGINEERING ,�„ PIWK MN gyy ,� a avy Ilcs;asd Pret..aond Engnar SERVICES, INC. PNWee 76] -A79 -51n mo.lPmd RNs sm<. d M�n.,om. fo>< 70}AAQR _OS 1B 2021 E -W: mw4C 4 42 YnR.GMn .w., o �.�.....,�. _ .. •tom, MIS w 0815 0110 on 970 115 955 nAu¢T u DmTc o .AA OUTLOT B / 'Z/// / � - rM1Ea Et[vanav av r i /i s = v«a wwee OUIIDT C eras xcwze �/' (IM DNR VNfFiNCCRJ fLW WALL K6N¢ i a c�irq mTyq �// )¢TW6 W M EW6WR /, /i LAKE MNNEW/dHEA ALL CONSTRUCTION TRAFFIC SHALL USE MINNEWASHTA PARKWAY BOYLAN SHORES LAKETOWN HOMES C:HANHASSEN. MN x RNCE ME —60D— PROPOSED CONTOURS —»— AOWA IIWDI --------- EASEMENT ME > SAMPNK gWER SETBI,CRS — I —G— WAIBMN _WET— DFLNFAIED WERAND EWE —CON— LIEOEANM caaoWvandx uvE_ STORM SEWER —a— uWWWROIMO N cw uxc NRZTA9YMLF >— SANITARY SEWER — — — — — DAZ NE OMHII —I — WATERMNN 061Wc LMEM�IT LANE W�p�� CULVERT — pQnN@/llpmplp M.M. uNe SWR/NY SERER MANH sPnID 6YAAOKY LNY [MSMc CFutw Cd/a/R STORM SEWER MANHOLE r� V 1177,� STORY SEWER CATCH B1SW O SETeOW;.LMNi WATER GTE VALVE • FpMO YCNUYEM HYDRANT p0 ANTER urz WLH ® [nIMREwiAms RP�,LL .. IX6'fNG TREE UNE ® L([[iAWµ pFA'S'i4 EIErIRK AE1EP NLEf PROIECTON � EIECFNC ,NMSFYIRArtR mArr sAN ♦:H LYa+F RIXE ROCK COVIS/RUCMM' ttmAlrs naEi EMT cgvLMMrs Mi -0� i FENCffAr SILE +2750' --_DISTANCE F SAN RFRVIQE WYE EROM DOWNSTrxeu MH 933.0_—SEROICE LENGTH 2'R _—EW SER SERVICE AT 10' PAST PROPERTY LINE _—� RSER HEIGHT, TYP 11+ 6 W IEERANAI SHALL BE PVC C-910 DR 1& 2. NE WATETOMIN SHWl NAVE 75' FEET ASPEN COVER. 3, Al HYDRANTS AWL BE PWAELM WDM 75' BURY. C SADARY SEWER SRVrES SwLL K 6' PK. SIR 26. 5. WATER SONDES SHAJ. SE 1' PE./R611. S. CIT' U DEIIGROM IIT911Y PENT (ROW PUSSY) ,,LE 9E REWRED EOR ALL WORK WITHIN CITY RIGHT DP MY. 7, WHEN WQU9aD N PUNIC R9M DP WAY, PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MIDOT 'IEMPORNN TRAEC CONTROL ZONE LAYOUTS -FIELD MAMA. LATEST REVISION 6. smoTARY SEWER Sama AWL BE DRDOED 9' BEYOND THE PROPERTY LINE 9. CORE STOP FOR ALL STEMLESS SLMLL K 90MLLED AT THE PROPERTY LINE. 10. CONTRo" %I MAN OO OF SANITARY SO MCE WITH METAL FENCE POST, PUNTED MEDT. EID OF WATER SRMCE SHAL K MOO WIN IVAL PENCE POST PANTED 8 11. TTMCER WM SHMIL MEETNG CITY SPECrr, 6 SHWL K SWAILED NDNG ALL SMUW AND WATER SU CE UES. 12. CUM NAAW LSE AL K MNUOD WITH A METH. FENCE POST. PLATED NIDE 1]. AND PRgR M CONSrRUCDMTHEDGoM y K NOIM WEDIAMY OF AID CDHEUCTS 14. THE COMTMCTOR SHALL PROTECT NL EWINO UNITES AND FACIME9 TO AUDI PROPER DDCIDHID QUWIc AND ATETL CO STMXl M sLiPORHO STRURUKS F REQUIRED, AWL K SUPPLED BY TIE CWWLJ R AS WONK AWENTN. TO THE COHIRALR. 15, THE CONTACTOR AWL m MAIELY NOUY THE DO ER Of ANY CONFLICTS BETWEEN WITHHLnjM GQUFuTLmEs � QUESTION TO � THE NEED EORREOCATITIONN O0TEE D051RC UTLM. 16. DaSrp4 COSMOS AUC, As SOLO N MAWOLES OR MAEW BOXES ANLL K OENRNED BY THE CONTRACTOR AND TESL AAALL K REPORTED TO THE RORER PRIOR TO EYGMTOM BY THE CONTRACTOR ONCE Cp6TNX11CM HAS KCIA ALL DAMAGE TO NO NE 4WL P�ERFO ASSAM TO NAME BY M� CONTRACTOR AT CUM Of ME CONTRACTOR. COMTRACTORS DPRSF. 17. TE CONTRACTOR %,EE MOM THE CRY ENCWTR AND THE PROJECT ENGINEER N HOURS P/90R TO STARTNO WORK OR AS RFDUE BY THE CITY. 18. THE COMMICTOR SILL HER ACCESS ROADS CLUB OF SOL OR OTHER DEBRIS. AID PDSDRM DALY STREET CLEAHI S AS REOU9ED. POWI E DRNW:C CONTROLLED WTIN DWAIN CONTROL AO EROWN PREVEMON MEASUMS AS REIXEED SHALL BE PERFORMED. 19. THE OWNER AWL PAY FOR NL COMPACTION TESING. ANY AREAS WHCH FAL TO MEET THE ABOVE STAOMDS SHALL K CORRECTED AND RE -TESTED BY THE OWWrS TESTING AGENT AT TE CONTRACOR'S DWEMSE- 20. TESTIS) OF WATERM N SH U MEET CITY REQUEETEIRS AND SPEOFGTONS. COORDRMTE WLL TEsnNG (BACTDM PREMME. ETC) WITH PJ6M WVRKS UDLIIY DEPARTMENT. (952)27-1130. RNA M SANTMY SEWER MANNOIE N COUNTRY ws DNVE N FRONT OF WT I. NOCK 1 COUNTRY OARS D 676.62 0G� WtMC 5tJlE N RET SANITARY SEWER & WATERMAIN PROJECT NO: PLAN 19-031 TE ;HEET N0. 4 OF 10 SHEETS DA64/17/2( 0 FJM171 E / 1 / � L -------I OFA r 1r 0+00 EOR 09MNlF araTos IY 081UW[[ OI WO NlflUfll 91W1 aml9 EYbR M nO911r uc NDTM ,.HDPE SIORN SEM 9 BE WN WATM. MT RILL WON SMOOTH HIEIUOR I/ -'---��-------7 Ali 7-7J "�` OURDT B _ -----� i 1 1 i / O1. 7 NDPE TO EX ^ ; r / / /T _}/zO zx rive w.me Nnm C PEWNI) REOMIOEi �l (NN owe urtrmta n/ R' --� J L ------r - LAKE i' MINNEWASHTA CAMPION ENGINEERING SERVICES, INC. I+Do 2+013 . �r1 �9 • laM RMm.�'9 ,eao vrr, o.r oeeN, Hw ALL CONSTRUCTION TRAFFIC SHALL USE MINNEWASHTA PARKWAY —X— BOYLAN SHORES +fry L}t . m— 999 —»— 1410MM CEIMAM 9W999E SO9I srfR --------- FA9HNENT LINE >— REIQ �$ sj 9!5 gig. RW EW91M: fD1IFIaK IIIOgE y Qsq _KT— 9eo S / \ a}u6}6unnv ✓E 00WW M E2 C9 975 5 / usaaW+Ao �'' uc 1 f ELYf 6 A91NlT 119 9N -9N.30 970 - S d 1r NOPE • Im% WATERMNN - 945 — of If HIM • 0.472 FMIIW/BvxtaV/� PIM^. lK SAKI SEWER YANHOEE 9' of 1r MPE • 10.452 51}+,E1f0•� pSllfi GCIM [YMpw Wp �J11T///J1,9 0019ECDI T9N.10 OL CB GTCH �N 5- DaAWME O WT YPM.WWI 112 9M-9 WATER GTE VALVE R Eden N(YA.}ENT 955 CAMPION ENGINEERING SERVICES, INC. I+Do 2+013 . �r1 �9 • laM RMm.�'9 ,eao vrr, o.r oeeN, Hw ALL CONSTRUCTION TRAFFIC SHALL USE MINNEWASHTA PARKWAY —X— BOYLAN SHORES +fry L}t . m— PROPOSED CONTOIMS —»— 5/18/202 SO9I srfR --------- FA9HNENT LINE >— SvINn sENTl SET&CKS — G— — MFNw uauc6ovn 9A5 tK _KT— DEllFAIED WETLAND EDGE — CON—uLEAOMLWD a}u6}6unnv ✓E _ Y STORM SEWER UE usaaW+Ao �'' uc ELYf 6 A91NlT %- SAMOAN' SEWER - WATERMNN CULVERT — FMIIW/BvxtaV/� PIM^. lK SAKI SEWER YANHOEE 51}+,E1f0•� pSllfi GCIM [YMpw STORY SEWER YAM01E �J11T///J1,9 GTCH �N O WT YPM.WWI WATER GTE VALVE R Eden N(YA.}ENT Hl~ mum M2 mw DorWA6rArKNs N7xrru ^„^/-p' E%STNG TREE UNE p[CIUC IEIFR µ t T D' INLET PROTECTION fIEC'/9C IRVRLiW[P IRA'F�SO.' LTJ/T 5oI[ ROCK CONSTRUCTION ENTRANCE •J 4 � ------- 0— SILT /EWE If N99E MEF I2' NDPE OUTLET �I MfiMOR WW+ p,�p6}"p/C6I IEnBGS IQ10B6MWN P.aRrt LZ NN JY BIORETENTION TRENCH BIOEILTER DETAIL m� Mo r O,R,RRNARY $EWOf YAMIOIE 9M2 N CdNTRT WKS DRIVE. N VTNNT DE LOT 1. ML 2 COINTRr OAKS, EIEV-976.52 r N 997s " If NWPRM M1112M[F • ao72 / IIOIMo leen 60198119E OUTLET CONTROL STRUCTURE / NOTE s6wOMa WE9u1Ws TWO (2) NECD 9a pwfl� BOYLAN SHORES LAKETOWN HOMES E 5/18/202 CHANHASSEN, MN w« 0 0 +q9 gY1C RYiL M IQT STREET & STORM SEWER PLAN PRO ECT N0: 19-031 BEET NO. 5 OF 10 SHEETS D" 04/17/20, B e � 82' 9r r rK MR 26 • 125 SF 98.5 9B0 975 970 965 960 _W� K STAt ♦W 00 STAt+50.00 STA2lWW 971.00 ![wS uL — 900- _ lE 9=.10[DATG. 4�El STkD+Mffl »— SINW s[Wflr g� --------- EASENM LME THE PGD BOROY. NIBNR TNED > — 1 RPKI�S MIUMHM SETWKS S1, EOLM41 M I 6E PROH•TED WHEN LOT T .I 2 BLOCK 2 I I J I O i g U — c0Y— wOOrota/n L,TAAAAuncw uc STORY SEWER L J,00� tea. — — — — — — --— >— SANITARY SEWER WTERWS WRI•! 7 OATS M COIPLETNG -- LOT_ BLOCK STRA TFOr 98.5 9B0 975 970 965 960 _W� K STAt ♦W 00 STAt+50.00 STA2lWW 971.00 ![wS uL — 900- _ lE 9=.10[DATG. 4�El STkD+Mffl »— SINW s[Wflr g� --------- EASENM LME THE PGD BOROY. NIBNR TNED > — 1 RPKI�S SevM uxE GM !D/ 5 0+00 1+00 2+00 EOF PROFILE 985 0 WAHLC SGLLE M iF£i 990 975 970 965 960 � cxrsnnn \ x' u9cuc� nr+r FT-�)rK 2 / CAMPION • e.n EMPrcemy •Llm Plsnn,gt nm e.•, T.Lvaw er ,800 P1sr O� TY�ir, uMe. my dtsl YA+WMLYu 9,M Nut ENGINEERING U' B"'° �arm...�e Erb H•R.Y nrA W wn '7 sats a YMe, SERVICES, INC. EI— , inn _O5Ae md) K ![wS uL — 900- P20Pf5ED CONTOURS THE COHIRACIOR S 1 AWN) COLPACINO »— SINW s[Wflr g� --------- EASENM LME THE PGD BOROY. NIBNR TNED > — 1 — MIUMHM SETWKS S1, EOLM41 M I 6E PROH•TED WHEN O— cAt uc � M WERANO EDCE WORT D N THE POM MEA 2. THE BOTTOM AD SDE SICPES S W BE — c0Y— wOOrota/n L,TAAAAuncw uc STORY SEWER STAMM WTTN TIE VEcfED PLANT —UE— uIXMXGI'P (ucn9c uc >— SANITARY SEWER WTERWS WRI•! 7 OATS M COIPLETNG �T n`AS»xll THE POM GPADNG. — — — — — O` w,V¢ —I — WATERUNN ] PGD 51WE BE GRAM 12-,EAHME — — — -- f9SNO FaYlFxr lK p_p_y CULVERT TWYL GRAPE LMR SITE GRAU9D 5 PAWTNF�W,OfbRWAP mn. uE ® SAMARY SETTER tlANHOLF 511BSTMITNLY COMPLETE 4. AS PME M TMAL GRWM. NATIVE 509.5 N KYMO • STORY SEWER YHlHOI.E TAE PGD 5 BE OE-COWACFM TO A �rr?/1A Oasrxc SIMSEWER CATCH BASN DEPTH OF 1T-18'. T/ ;, 5, 910FLTRATON BASKS SH BE S®ED WRN O SP7 AIRWAENr WATER LATE VALVE MNDDT SEED W J 292 WITH KfDRNX C • iIXxU NMu[I/I MDRMR WIIIX GI[ MLM ^^"""' IX15ING TREE LME B OO,WLPLfLIb6 PDWSG[ 9 fIFCl9dt Id[SIAL ® nrcmrc ACIFR NLET PROIECTIOH ® flLCIAK 12W.VMKF lFw'rK S.GN O user FaIE ROCK CVA5IRI7CiR1N lAl[ EN2RANL'E • crAIVimlS rF¢ j� SILT FENCE MYRJYW)E lMrkY: CY SOL R�Lwc GMYGE UlV -roP a TDLWDA EIEV - LDII IEVEL F1EV WALxoLrt AT PEAR OF PAD - TYP HOUSEPA TAIL 4 r 30YLAN SHORES LAKETOWN HOMES S ." QEW M i1/A19 � 91.9 .WVM9 CMM 9N.5 N4M39 (M' M tWFFMYAEF) LAKE MINNEWASHTA SEE SHEET 10 FOR GRADING NOTES GRADING PLAN HEFT NO. 6 OF 10 M 6L� R1M1C ]GMF M IFFY 19-031 74/17/2020 B of V PVC SDR 26 6 1 I I cr ,c�R O I � I OWNER/DEVELOPER LAKETOWN HOMES DALE WILLENBRRtG 1536 BEACHCOMBER BLVD WACONIA, MN 55387 PHONE: 952.715.2926 EMAIL: DWII I ENBRINGHOMEOGMAIL COM SWPPP DESIGNER CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PINN, MN 55359 PHONE: 763.479.5172 EMAIL MCAMP10NOCAMPIONENG.COM I I I NI)\LE DRI%I NAME: _ CANLWT - SITE RESTORATION = 1.B AC - ADDRESS: SILT FENCE = 1605 LF INLET PROTECTION = 2 EA PHON : ROCK CONSTRUCTION ENTRANCE = 1 EA CONTRACTOR NAME: CONTACT: ADDRESS: — Alm � 1 — —RT TFTICf xeis oa Y�IE18 AflQ gJ`/ HAP- RVEW1°'� n 4 OCKP1 / \ S 2e<' -21 26 971.B 8 g1fi, gTfi MWAK. 900 G-982.0 TT_982.] 9T1 a neat nw v'Pm'° fir m. a LL =9'4.0 _ GSEIEM LINE >— '1}' J / 2 .. r 1 Y T1h LCT 1 t 1.00 - = BLOCK 2 1 GO \ \ �— T OPAIµaS 440 VIIJIY / / �J�" _______________-7 V LOT 1 BLOCK 1 /� �� BLbC1< STRATFORD 1 �ID F� E X N PC"'E^9.."-Lew P m, MWAK. 900 PROPOSED CONTOURS » a neat nw v'Pm'° fir m. a smo-wa W --------- _ GSEIEM LINE >— vfivu SEPOR - -._ -- SEIgtOtS -T w1tRwN —G unRwAaia to ur —NET— OELIFAiED TIERND E04E IL"W LTrexcaK a uc _ STORK SEWER �— uxouacMu tTtcrRc' ur tax v AwNtr >� SNATAR/ SEWER WAIERIYJN CULVERT — FmING/BIbtGFJIMD ina^. uc SMrTMY SEVER LLVBIDLF Bp�atRr lRL msTP.c r cnxraaW O STORK SEWER LUTAIDLE F1177777777177� aW1OMP � STORK SEWER CATCH 8a5M 0 gr NavuvR WATER GTE VALVE WmIRO tNwNrNN[NI RDRINT NZER �w wLK USW TREE UNE [AMM'..11.CW5 PfKSIN aECIRIfX VtOESrH pLKTRc t[TER � WILET PROIEC1lON ® p£nRC 1xAM16fDFP[n NV c %i {,}' usn aaF ROCK COVSIRUCiNM' Q a[miAvrs nac ENTRANCE • ttNLWU911x[ �� S T / / 1 RE)OK CW6TRUCTION +° /0 rENTRANCE Cw a PER WrDETAI///FL /}1PLAt,S1Dt /... ]EES 20fi11.O187S� n� GRKRS/ \J]8]1lw , / �/� HYRM SYVHI Yw�R9/ 5Y 29 / , r` / LAKE MINNEWASHTA 1MN9R[ i SM1MTARr 9EMEtt uANNO INIE M OdMiTtY WAIS DRIVE. W TRONT a LOT 1. JEV-O ] COUNIWV OAKS,Etcv-9m.e2 N SEE SHEET 10 FOR SWOOP a NOTES STORM WATER POLLUTIONPROJECT NO: PREVENTION PLAN 19-031 1'.;HFFT NO. 7 OF 10 SHEETS DAM 4!17/9( N PC"'E^9.."-Lew P m, Met Maptm. BOYLAN SHORES CAMPION a neat nw v'Pm'° fir m. a _ tem Pa o c.Nw. n8a my tRPcl �prNtlon mA Mat t su ENGINEERING P.O. Rea 3N utp. Pau, 47 -5172 t"1l SERVICES, INC. °E"e<"'a ,�;z 2 W E -u moa o�.w.>m I an a 4My eed o B zozo . P r -11 A learn o tw LAKETOWN HOMES CHANHASSEN, MN r` / LAKE MINNEWASHTA 1MN9R[ i SM1MTARr 9EMEtt uANNO INIE M OdMiTtY WAIS DRIVE. W TRONT a LOT 1. JEV-O ] COUNIWV OAKS,Etcv-9m.e2 N SEE SHEET 10 FOR SWOOP a NOTES STORM WATER POLLUTIONPROJECT NO: PREVENTION PLAN 19-031 1'.;HFFT NO. 7 OF 10 SHEETS DAM 4!17/9( treeTm I OM lCawllm Macre Sdaeek Nwe IMoth 199AC 2n1 20 bar Oder Afnne Ynda naENaownnusd 2m M Bm Dder we,unM -- zn3 26 Mx Elder Acerreordo 2nA w Box Elder Amer undo TREE INVENTORY / REMOVAL PLANaj 2n5 17 Box Elder urea of robed n bear Pr'Paod by "1e °f 2n6 M Box Elder Amn undo ��jSERVICES, 1m 211 IMx Elder Ar neg..ao 2718 lA IBw Elder Amer undo INC. 2)N 12 Ba Elder LAcerrecurM 1)80 D S arM le Afasndharvm F.Tama 2)81 M,M Urr.M Amsa — me, dear, id a ,la ehrnb Jan 228E w Su ar Mahe kce,m rvm somedenyatmsnaad w.'frcer a 2283 36 nsndwrvm 90Mtop nniw.. 22& M 1Bn Elder Am undo 2205 125 a Acer, d.rvm 2286 m k Mule nsac arum ormtemal old trunk. hollow 2R) w Mae Afnsordorvm )(89m m n ma'ordeo at base n88 16,15 Bled Walrus ii.krrn ro 2289 M Baa Elder Amn urao 2]90 IS, to Bn Elder Afnn undo x293 10.16,12 Bn Eldar Afern undo x292 Ku Bax Elder Afnn undo lr num"ad alm [ruN 2M 11 lAwnfan Mm Uenus omerea 27% ss Nnemus Cn o mrd' a ° 2A5 13 Ba Elder ACern .,r* lA.e,reP.ndv 2m n Bn Elder 2- w madwMnus knsn m 2A8 20 Box Elder Acerne,undo 2m w A d.s Dm Uksusome . 2gp w Box Elder Amn undo 2801 n Green Asb Fmxmus e . 28!11 a Cm atonwaod Fa Ns dedak 2b m Red DA OYnfus rubor 2®E M Box Elder Acerr,.rdo 2865 w Bar Elder mer Yndv 2806 u Baa Elder ue 2N ID Ba Elver undo dec,,Abae 2808 I9 saClarvm 2809 13 Bn Elder undv 1" Li W-9 _I1I�� z (T LEGEND 02790 DENOTES 2REE LOCATp S TREE IO GNIOGY OF TREE AREA lsaMORVCOVDUGE W111MMIM5 TOTALATEFREA 171AC UVMNGCANOVYCOVEMGE 199AC BASEUNECAN0PTCOVEMGEIL59/12B SB% MNIM CANCErVOWEMGE 3S% CANOMCFVERAGEAF GMdNG &M RfOUIREDTREE RFVV.CEA<M 26.aerA REOUIREOTREES' -- '1264%J7DCj/3089SFPERTREE raoamu el N a TRV ow sWA ttANNCIE N C T Ef T 1. I%BYE. M FRpdT OF LOT 1, BLOB( 2 L17WTRV OAKS �976.81 f � LAKE MINNEW / 7. •TIM �- ° i p(FpIS $'µE M FEET raoamu N ' C" EylneeW0 Land PI'nnmy y tNA Ula Plan. qed` `ion BOYLAN SHORES TREE INVENTORY / REMOVAL PLANaj - CAMP ON of robed n bear Pr'Paod by "1e °f ��jSERVICES, ENGINEERING tem PI9rIoa D.aI c.Ie.. PA ea' 2AB atyF my dk c a*a Red Blest I dm o s+ ..a * LAKETOWN HOMES Ana — INC. 4in i e SHEET N0. 8 OF 10 SHEETS UlE- F.Tama CHANHASSEN, MN REYME s R ak HYDRNITS 51fALL BE 0.OW MEOALLCh ,tj", MUELLER %)PER CENTURION ALL HYDRA1475 MUST BE PRE -APPROVED BY THE CI'- MM vY LWLEA {TM' 1LfN1iD PMUL fR Yt Feew IteO, wgpW3 y�EyHI� �M IR6' TeM��Nfvt Kien NAGEfieb lmfli Go NMR,oweetwor— ND wN.etlwBsumesNQE xewwT pew u art9� MD leAO ffRf Af � MLLIf Y fRT.- N>40 RII ETI1f >]WIDwmC.Nm 1 _ x1iAW >a Alw J Z '- 6Nw1>W be use WANm H1e SaO. 3 REGRO k� �rwYsl 1W Apv IX � pT�4 RSI torsi L�4 CPYS[rt e'-. - ML NflwMlt fwL fr•R ®Ipp 1 xY91Wr 61Rr ®M NNL E MI R YMPSCRO I@lf[Ace rwwP]t C Td LOg NEI XrgweT t(p 3 MY Pyl® 9JiAEy 9LyL E m�� W TO IBM WRRnr.. K tO1FD w f6Clld LE ? M M16W4 EBnI'AAY6 XKPMIr fE0Y1Apt 9WL MSUIF A xNfMr YIwEI ! NS .OTT 9WL E WSMAfEp W YBA-YB{ MmNfQ,t A}xr �. e Au enukWT ro E Fur ro telnku Ar YARIww NedRAI[ 1� r. ret wdr Q xTeNrt. ). KLIr' td E EaI6T La1q® Nm qMC LAAO e1 yG ro Mp[nn torr rt w dur a eDeA¢ 6 xMlxe LAIC up BMUEL RWL E atKtR item ql Wi6ENLI i[`r Qtr TYPICAL HYDRANT INSTALLATION eENfmsro_y—f._. ENGINEERING DEPARTMENT R.ew 14 1004 Coie." LR n4 ACYelino R. 2110 A 2"+' C uete Cdlm 11 al R-19811 16' of mfr. stRe Aal be m Dam+amn SIW Unlpr Plea Dldnetr I. IB' r taps Am, er pbY ea YooNdto hoe '0., ?p• Mdl a. al oM 4Fhon Ne 5• /- o— Z. Wine mnbde eaft / SECTION VIEW sy;r Y io.ara m RFbnum Mir do a of pfamt bm elob R 5• for 1! aeo:' -• I— o1M `,V. m a mFlmum vldl tnkkMy of 6- 1w1w Man 14 of X We nmctun le b9r Won e6' c. FOIE: 1 Anve eNa.n of bff g`O loo eO* Fete nd wtAd. or Me nruew•e 2 'Mon Me m.. v cOt. beAF WoN. e b cay d ... o1 Me LOMod rWYor o eiM— omt mM fiT (UN) Ma be n.tee"d opt la IM .� 3 If a WmO K s r•gMtl, o minFvn I Keith of 11 of lootedCneWCIp1 ... e looted ppe FRn F Me e4uC\ve. I I * s I STANDARD STORM MANHOLE Ie.®no-;e ENGINEERING DEPARTMENT .,.tr N6 3100 11 PL CHANHASSEN FIRE DEPARTMENT POLICY Y,1/2-1 *W awmFW+ Matra iG var:mle - 6Metal Mlc, poet dIK.Wtp am bot I prONa Oe. St— Ri. top 6" pointed bale. 4 bo+ pfh 1 14' To Wmn e• a The Suoon stondppe and eta bnw7 rod DRCP U1 Wdtr SW.icW TM Divimp I— i I' U PE/IOPE or YKEONG 41A1 BE PIX Ptpe 200 P51 rat8lp Too TW Not 01 To, VOILA To 1•%1• co pprptgrl come PARKING Coneete brick peppo,t Toa Sunoce b Grolp TNon 6- '. we Yfoieka32 baN So, M. WTtY MpI; 5. SIGNS STALL E POSTED ° I Do ..1 p91 end .1 cum sero Z Add 6" ped "toA to m atop. 3 The efoe lave beteepi Me moF zI cap. dM wm 0c .W,.ove NNOTeeo piece of pi W, coag. Ke not be perm:; { CerpOlaTion cock to be of We pNejc cwnWa3Yon t,,y m stetee n 211 of the wat.umm .pecifimtipne. 5. M tops reeube tree of etoinkee std saddles on dl moo,! 6. Sade. sNoll be Smith Bloi 371-372 ar approved eoud ae per each-,, 214 of We KA mair, epeclfwallme lnten T. Wrt swaTI m w Deta9 Nyle 5505. �t TYPICAL WATER OMEN SERVICE VtEO 12-19 1_ DEPARTMENT PULE NO.; 100E a PL VAPoABi I 0E! FAYSIDIT '. VARIABLE YRVeCf YAVERS SxALL E NETK lEE POST$ NSTNIID MN NKAT W 3' ABOVE Fp6y1 EIADE TOP 6' PNNTE9 GRIT"! NOTE EEN0 BELM vi OVERLAP m TEE PO! E r_"NERtAriO 45 DEGREE ®E —1 6" pN: ,e -n p, YN %,m, 1/4• PEN FOOT \__T`t/2 E Do ME ".`BM6TMY WOOER QI YAW NOTES, 1. S2EKNT NElll ALL MINTS (RCI GASNETED) 2 ',EN SN6Tmy Select, YRVem 5 ROT ACCCNAED w A (ATEA SFANDE N THE SAVE TRENbt, NSTNL A f Ny METAL NEE P05T5 FNCe NKAT TO S ABOK Re9ED GRADE AO pw TOP 6' OF PST H,Y4PE9iNT CIEEN PAST. 1 OlEftloELT REgWED ON NBVATE PROPERTY E D5thh!T FREW RAN m NdNY EXCEEDS w RET. 4, ALL RPE SNo,L BE BEDDED OR CeMMAR EDDNO (31492-) fN (%)URg FUER ADQEGAR (A49.2ti1). A NSTA{ 1RACFR EEE SYSR31 p,R SEC'S - EIN DETAIL PLATE 507 E yNW TIE DYm1 AFASEENTY THE OnwER EE%AAPPRMN..E cur TYPICAL SANITARY YYllll� SEWER SERVICE ( LESS THAN 16' DEEP) 6Wm n -E ENGINEERING DEPARTMENT " 2001 6 -'.{Duran to Yor.. CHANHASSEN FIRE DEPARTMENT POLICY Y,1/2-1 *W awmFW+ Matra 15'r m...'Oree ®Tm, No sw YMtllp No X-1(1361 offer IW alm+otp moF Gh No. B-5160 Bbt;,SI prONa Oe. St— Ri. 4 �— - To Wmn e• a The Suoon B' t8" eFDOT Biota DRCP U1 COnvela Cum and Gully TM Divimp I— YKEONG 41A1 BE 6' DYtnm ToYoKim Too TW Not 01 To, VOILA To /2'r Top Bituminous Yatmiol PARKING Toa Sunoce b Grolp TNon 6- e lope er baN 3 4• MTWT 8612 C,Y.wte Cum pod Gutta ' 5. SIGNS STALL E POSTED ° bVet IW to 3/1• ww END K THE FIRE LANE Al- Tltpo 6860 be. pr. Bm to to al lO fi. ALL 9ONS E DOUBLE SOS: mutoor No 1 M to .Me I7- of oaI ., zB'R o Nl`A2 I2'X 16• i BNumFW. YoleM NP WNMUY 24• BUT NO` V" E.R _OF MAN 36 FRCV TIE BAC• Tyler No. 6880 .. Ti4YUYIM • 1/2 1` No. N-10Se - • LAPI 4E ANC 4 - BOEYSb-bole Bou-' 17 1/2• 10 1/Y SVlmwntmY cmvWe cvm r1d canE il{ro 58 _ I4 nl.e IpR O 59 60 18• 2. 1 3 pop, S 1/.' anoX. eheo 3 G 6Oa, Y-8 mtenEef.uwbo. I Br�-fom 58 1( /3 .cued e_o _ N ENmFwf am 59 20•eih�Cate nR 1HRWtpS THE Ptt BY THE TIRE DEPAIYENT i0 ENSURE OK 51 p• vd.e Aamtr 1/409520e. RENSFD: 10.16 ENGINEERING DEPARTMENT vuaE ra. 5203 No 'tF StW Wq ProtectiveFXTEN'GI VB5'No. So 20' Cootep, 1/2• RuhrYB523No. Q 'ya tRl 26' COYet Fetulled B.'..,'Tl. wYN ei. AnaGate ENGINEERING PA EW 2M I m . eel ted ProriNme Enginpr MEw PIWN M e ei6,ly n1.i ltl-fiFsln state or YFneotR Vd AdopterTypNo. ,may m t6 2020 B%0 85•No H -W_' 65• tlw. YutllpBRorvNa. ve5I6 W' Mpro.<d ERea-Re eimt Wedge 'I. rcCmNm.Fp to AWAABm to De op St S N ep Step Nul+x & Botu a Bou Wd 2'Nmb LVratF9 NUL BAY 8'.8'.18' Cmcrete Blw WIN � TYPICAL GATE VALVE AND BOX INSTALLATION av�o-.d ENGINEERING DEPARTMENT wFT o. 1006 a PL VAPoABi I 0E! FAYSIDIT '. VARIABLE YRVeCf YAVERS SxALL E NETK lEE POST$ NSTNIID MN NKAT W 3' ABOVE Fp6y1 EIADE TOP 6' PNNTE9 GRIT"! NOTE EEN0 BELM vi OVERLAP m TEE PO! E r_"NERtAriO 45 DEGREE ®E —1 6" pN: ,e -n p, YN %,m, 1/4• PEN FOOT \__T`t/2 E Do ME ".`BM6TMY WOOER QI YAW NOTES, 1. S2EKNT NElll ALL MINTS (RCI GASNETED) 2 ',EN SN6Tmy Select, YRVem 5 ROT ACCCNAED w A (ATEA SFANDE N THE SAVE TRENbt, NSTNL A f Ny METAL NEE P05T5 FNCe NKAT TO S ABOK Re9ED GRADE AO pw TOP 6' OF PST H,Y4PE9iNT CIEEN PAST. 1 OlEftloELT REgWED ON NBVATE PROPERTY E D5thh!T FREW RAN m NdNY EXCEEDS w RET. 4, ALL RPE SNo,L BE BEDDED OR CeMMAR EDDNO (31492-) fN (%)URg FUER ADQEGAR (A49.2ti1). A NSTA{ 1RACFR EEE SYSR31 p,R SEC'S - EIN DETAIL PLATE 507 E yNW TIE DYm1 AFASEENTY THE OnwER EE%AAPPRMN..E cur TYPICAL SANITARY YYllll� SEWER SERVICE ( LESS THAN 16' DEEP) 6Wm n -E ENGINEERING DEPARTMENT " 2001 6 -'.{Duran to Yor.. CHANHASSEN FIRE DEPARTMENT POLICY Y,1/2-1 *W awmFW+ Matra REQUIREMENTS FOR FIRE LANE SIGNAGE 3 4'yepe .f It NO NO PARKING T 9QNS To BE A WNWW a 12' . �— - FIRE 2. RED ON WHITE W TE 5 PEFFERED. B' t8" eFDOT Biota LANE 3. 3u OR EQUAL vmNEEI'S (FADE REFTECTIK S EETNG ON COnvela Cum and Gully ALIAWIUY 5 FRFiEERm. YKEONG 41A1 BE 6' DYtnm ToYoKim NO /2'r Top Bituminous Yatmiol PARKING FIRE e lope er LANE 3 4• MTWT 8612 C,Y.wte Cum pod Gutta ' 5. SIGNS STALL E POSTED ° •• END K THE FIRE LANE Al- f � 8' 12• LEAST NT ALONG TIE EWIEV 7L NRF.• T� w CFI, IN ottle— On.apONL PrtFq LOIN r Yedlon.. fi. ALL 9ONS E DOUBLE SOS: SHALL FAplc THE ONErnM OF TRAVEL zB'R S T_ PDST SNALL BE SET BAC A I2'X 16• i BNumFW. YoleM NP WNMUY 24• BUT NO` V" E.R _OF MAN 36 FRCV TIE BAC• B A ME LANE sH E F-. .. N FRONT OF TIRE Droe--,. • 1/2 1` 2' UK. X)NECTI NS Ex*E.'" . - • LAPI 4E ANC 4 - DE44NAlED BY 17 1/2• 10 1/Y SVlmwntmY cmvWe cvm r1d canE CUR6 1 X�28' {' pry 1'r /8 FIRENPREVEIJT1pNEPWCVR DEBe DATED JANUARY 15. 1991 I Br�-fom ANY CMN FRCI 1HE ABOVE RfyCE EM SHALL E SUBYITIED IM 'M611NC. _ N ENmFwf am RIB. FOR APRtOVAL BV TIE TIRE CHIEF. IT THE WTENOCY WMA 7 Ft {• 91i Eamra nR 1HRWtpS THE Ptt BY THE TIRE DEPAIYENT i0 ENSURE OK PRONQNG MEY PR0.26URE5 FOR YARI(IMG DF FIRE IMNES eelofS X TYPICAL CURB AND GUTTER FIRE LANE SIGNAGE RENSFD: 10.16 ENGINEERING DEPARTMENT vuaE ra. 5203 RAE w 'tF Ee11sm: 1_Io t VEERING DEPARTMENT 52' " iN[ NYfk e PlnnvlqMY wCAMPION Q 'ya t Few bowl ptepaeel by ne to Tvpp erR. EY.+ v,r• uldr m2 a.ct wepWWim and Not ENGINEERING PA EW 2M I m . eel ted ProriNme Enginpr MEw PIWN M e ei6,ly n1.i ltl-fiFsln state or YFneotR SERVICES, INC. fr 2EYMItfa2{2 ,may m t6 2020 c -9r NIufIPNnEarolaxrswln . Ippin fVHr 30YLAN SHORES LAKETOWN HOMES 3' up frm e = bollan pod • w E sign. • �wrogete bnr 4-N RAW SECTION A -A No Scae NOTE 11 1/2- Preformed jalnt wp mOlend - AASHTO 0213. 2. Con VactiW Jointe B' O.C. IN Crns Gutlr. 3. Yoe. Spmoog fm y4 rebu ie 2' on cenlr. for -41e. off STREET INTERSECTION CONCRETE VALLEY GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT ' No 520E Ei -oj PRIVATE DRIVE SECTION DETAILS NO. 9 OF 10 G CWRSE 19-031 F, s Ir. ONc,x sIm nqT WL M HOURS BEFORE DIGGING: 6 n Y m ; ; AN SEDIMENT Pg, SEDIMENT TRAP FIFA STATE ° cu1 ERosnu/c iml mm awsrc s PMs x� WAGE F' w.ANrc rP tcs ��e�c FIs« IM TOIL FREE 1-800-252-1165 AREA 1. ALL ERosDN mxma Mo SILTATION CONTROL ru COMPLY WITH I�tEIF Tmu1FA�1 /rM"r.'Y'r�'n"'c N RP F YANU S.,ED BY AN.WTMMNL OR E(OPEE. MN., REGULATIONS TIE rnlPAcrol xac TNxAL � E55 EROS., CORCORAN. MN. tNt NOUN OF THE CITY, IIIE9ODN5 BEST MANAGEMENT PR/A.'II'LS MANUAL ND FLT• Ra FLOW xA •.� R_w CDNERK NOTES 2. THE CONTRACTOR SALL BE FAIEMR WITH AND FOLLOW ALL 1 -PEafAG4l VS AND S•AAA•PAOS MS`GV LOADS u4 1. CONSTRUCTION SNCL COMPLY WITH ALL MPTfIBLE GOvEANNG CODES. REpMRIORS AC THE MPG MPDES PW6E 1 UNITED DOR e'w. _ _ 2. TIE CaTRAcroR SNL TNR ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY C0161WIO110N ACiNTES NLUDNG Bllf iDf LYfED 1T. WEEKLY .a rsbommmm •^ DAMAGE ro ADM" PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS EROSION CONTROL MSPECTONS. INSPECTION LATER 0.5' ANMPNL OR p��p�EnTx „e / Ln .p j w �� ^� PROJECT. THE COMPACTA NLL BE HELD SOLELY RESPONSIBLE FOR ANY YO0.E N!1 mCUYFMATFIN Of NL COIIECTME TEASUES BC SILT FENCE. MACHINE SJCm 9LT FFMCE KJ.W WTY(� e� a u. W • -. CAMAOES TO THE ADMLENT PROPERTIES OCCURRING CLAIMING THE CONSTRUCTION a THIiP W AND,TICN. 11E CONTRACTOR BY ALIDIGWLE06N5 11E TERMS PHASES OF THIS PROJECT. a THIS PEEIf ND AGREES ro AWE ar THEN. C aOA9 3. TE CONTRACTOR MUST CONTACT ALL APPROPRIATE ITUn COMPANIES AT E Sf 3, THE CONTRACTOR SMu PERFORM ANY COaEc^+E MEAMa ORDERED vN..ucTN SENA MPs m HOURS BETON ANY EXCAVATION TO REQUEST! EXACT FEND LOCATION OF BY THE Cin' OR DHE MPCA WITH 24 HdR6 OF MODIFICATION. AOTHER LSO, �Y L F M. 1'-2' CLEW mDSHED RODE( MODEL C1323 EXISTING UFUYI R SHALL ME THE RESPONSIBILITY a THE CONTRACTOR TO THE CITY R THE N toNTRa MPAsuEs JEDEn NECESSARY B F E F, YAx ..�,G _ RELOCATE ALL UnRES WI.a mrauT WITH THE PROPOSED .NRwmx6 THE arc OR THE MPU Sw1 SEE INsr ULD WIT« 2. Mous a s<AALS SHOWIE N ON THE IMAMS TLNATIONS a SIYL UTILITIES SNL eE OBTAIEo NOTIFICATION. W TIE CONTILAGM BY CYUOWNERG OR STATE CAE CALL (1 -600 -25z -TIN). A. ANY DEPOSITING OF SET oa MD ON NEW OR EXISTING PAVE". w FAMxc AIIMaRI.({ TRASw. eAcxFu TDFORARI' SEDIMENTATION MSNS, ON N EXISTING S SETTERS OR A. CONTY CITCE ro mCES, TORS: N ACCORDANCE WIM SOLELY AND ACCEPTED WM tAWD xAtwN sa ]�. [VIK'IM FUR COMSiRUC110N PRACTICES, THE CONTRACTOR WILL SOIElY ND COMPLETELY SWINE'S SMALL. E RENEWED AFTER EACH RAN AND INFECTED OMPA$ i FLOP 4TH 4 oIDNPI I - ,ENTERO nnR ASRIIN- RESPoNSBLE FOR CONDITIONS ON THE JOB SITE INCLUDING SAFETY a ALL CLEANED. MEMWAL FROM EXISTING PAVEMENTS 9MLL E ACC0IPUAED i f N PERSONS AND PROPERTY DURING PERFORMANCE a THE WOW THIS BY SEEPING. 9 O.WxA] - O t>IN Ox REONREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED ro NORMAN. 5. THE CONTRACTOR SMALL ASSUME COMPLETE RESPONSIBIUIY FOR aTcoNiA.alcs¢ 9c�FE//Fn..., HNA,+, IP'nDR AS4NIr ALL SILTATION NUMBING BUT Na UYfTED TO ROCU( _ IN. A WORKING HOLM. THE DUTY a TIE ENGI Nm+ OR THE DEwnPEN ro cONoucr CONTROLLING _ _ _ w Vo LfNCT, ORTER. 8¢Psx n.DEPTH FOR ROCK 0,/OO�P CONSTRUCTION REVIEW a THE Wwmw CRS PDFOWYNCE 6 NIOr ATTENDED FMPNNCES AND/OR SILT PELICES. CONTROL AND CONTINUE THROUGH10111 THE CE UMIILE ANNE CAF �V.IMEPTH FOR WONPS 'CD� 9 TO N, ON OAR NEM THE CONSTRULTIOM SIE OF THE COMIRV.^TgR5 $IiE1Y MEASURES CARNETS WORK THE OVER. CdRRACTOBS PESPOI�RRY m SILT FENCE, PREASSENBLEDO Z V� SL Wg O/I 5. THE CONTRACTOR SIM+L E RESPONSIBLE BIBLE FOR PROVIDING AID MRAIITNIIIG NCLLDES NL DESIGN ND IINlE1p y THE O TER MA . To PREVENT TRAFFIC CONTROL. DEVICES SUCH AS BAppIOIOES. WARNNG SIGNS, DIECTIOM•L FR09O1N AND THE DEPOSITING a SGL. CAE OVER RAY, AT HIS/HER 4(R OI.OE YM}E6EU- ^ M1HI SIGNS, FLAGMEN AND LIGHTS TO CoNTWXX_ TNL mONEME)TT OF TRAFFIC TRAFFIC CMIINL OD`1LES SMLL m1{U61 TO APPROPRIATE OPTION MEDT THE TY ANDCTORO 16/148 IETICOS AS oFFIIED FR 2 - MAx zx IW FEET 18' MINIMUM CUT OFT BERM - MME90TA DEPARTMENT a TRANSPORTATION SIANDARDS. AN PDEPOST IMG OF PROPERTY AND SWUM SHAUL 5 -10% 5p FEET TO MINIMIZE RUNOFF FROM SITE S. ANY DEPOSING a ART N LWALES SWILL BE REMOVED AFTER FMLN 6. THE CONTRACTOR SCOL RES T@CT Nl GRADING AND COIbTRIATION ACIM11E5 RAN AND AFFECTED MEAS ,LEAFED TO HIE ACTOR. THE a TE OWNER. ALL AT THE EXPDbE a THE CONTRACTOR. THE SET FENCES IO - 20 S ]s 'UT TO MEAS ION MD AG ON 111E RAMS. BUT ARE T UNITED OUTSIDE THE SHNL E RE"M MO THE SILT REMOVED FROM THE P0NCIRG MEAS Ix2ADR ,NAR ]II 1s INET BY TIE CONTPALTOR MER THE TUE 6 ESDRSED. ':siT f[FIa PIX INBOt SER sopa COHSIRUCROH BDIIILYRES INCLUDE. BUT IRE NOT UMPED TD $DD,IOLWD T. THE CONTRACTOR SALT E R6POISIEE fdt m1H1WCE WIM AND 'SEE SFEfs ss7A A .TION. FILTER FABRIC �D�.. THE REQUIREMENT BE a THE MPG PERYR Qi To P.UA<I Pis F.un AM RMP LOCATION a SILT FENCE 4�X W-23 NRI -ROE SCIS NA OTHER MATERIAL STORING EWIPYENF OR OTHER IYLINFOR SEDIMENT CONTROLVLL SO,U TESTING NA SPRING a ANY WASHOUT O N OWER S XICEA MWDWS. z YmMnum c..emnN A,.: I Ao. T. CO $OIL OR MA L BE ES COMPUONSIOU F Rr THE OWNERS ALL RS WINED SO T4 CONTRACTOR SINAL IO REWITH THE FOR EOmOIATMG NL EDIND RAL e. ALL o6TLI® MEAS, STORED WITH A S. IUIDRD AREAS. 6UAD5 AND CPE 1ESLE5 AMID I6PECIIOI6 'TTM TIE SOLS ENGINEER. SUM A SCOL E RESTORED 0 WITH A TW1YN 6 INCHES TOPSOIL VAN, IEWE 1 _ NOTES. e. PRIOR TO PLACEMENT a ANY STRUCTURE OR PAVDON, A TEST ROLL MALL E 5®ED AND NDIDAED (rnE 9. SEEOIC SCOL ME N ACCORDANCE 2T F1TAZ 1ilA Ta O 1' - 1. QF/JM FILTER YFDU INTER EACH qNN EVERT AND REFUGE F FlLRR F EDIRID 011 THE $DEGRADE THE CONTRACTOR SHALL PRINK A LOADED WIN TRW SPECFaT,, 2575. SEED NIX 25-112 O A5 US/ACRE INOIE: FILTER FABMC SHALL E PLACED UNDER ROGXWEIGHT OF 25 T04 THE TEST ROLLING (OI HED IN ACCORDANCE CWITHT ODD SR MPA6 SELL TR SEEDED ND �� w1mE a TO STOP YUO YITRATON TIHRWCH ROLN. CLOGGED MIH SEpYF.M. SELL BE AT MECIN T CAETANNIN AXLE TRUCK " A THE SOL SOLS ENGINEERTHE AID $EMIL E mlI ��� IN ,KTWONS PER AC SPFEFERMLATIOI6, SIMM TULIOC :JISTOK11a1 WR 2. REMOVE DEFIERS/$EDWMHT FROM RECEPTKYE AFTER Fl{:X N/JN EVENT D MEAS AS �ED ON AR SCAR AML CO EC $OIL$ TONED $HALL DuwmY SLYL E OWI) TOMS PER Aar. FERnmR (to -to -2o) slwl LOC M a SILT FENCE OEIDMIIF 'WIECN SECIID6 AE U6THL CORRECTION! a THE SUBDANE FOR PEREMITER CONTROL PAWWEE�W SMS SHALL E COMPLETED N ACCORDANCE WON THE REOA E"M a THE E APPLIED AT A RAtE a 2m PD SEC40S PER Aar (CAN C GLINTED M YII� CATCH BASIN sols ENGINEER AAD M SPECIFIED. LANDSCAPED AREAS F LYDSCAM SEEDING 6001E CaxcuRRLLnh. R�Bp ROCK �eNwNw� 9. THE SE HAS Na NECESSMLY BEEN DESIGED TO BALANCE TIE ON -SIZE MOOT SID MIX 21-113 APPLIED AT A RATE a 110 IHS//LRE SPALL TTHppC�IVDLppE��ORFPDY SILT � TTnLR1�'Mm��OroFBp CONSTRUCTION 1�iEpB SEDIMENT TRAP MATERIALS. AFTER THE SITE GRADING, 6 COMPLETE, F Do= SOL LATERAL E USED FOR TEMPORARY SEEDING E NEEDED 4DDEDIWW FENCE EBRBIMl3uGl1 ENTRANCE Lure »- Dm. CAE CONTRACTOR SITYL DISPOSE a ALL EXCESS SOIL LATERAL 9. PONDS SMALL E SEEDED WITH ADa SEED MX K-zez WITH +Ix9D. I -ICA CAT -SRIF M A MANNER ACCOMME TO THE OWER AND THE ECUAING HYDRAULC MATRIX. ENGINEERING DEPARTMENT AIGENCES. PRIOR TO EOIWI G 9WDID, HALL ADLY S SAv L E INVADED 10. mNbTRUCTDN SHAUL PROCEED IN T4 FOLLOWING EWLNE. MATH THE MlE NC. x42 G: TO TIE CITY FOR REVIEW. THERE ELL E M7 HALING DURING ROAD 6CONTRACTOR SHALL SCHEDULE A PE{0N61WLTION MEETING 3- 2 DEPARTMENT PU,E �- - -.� `VEERING DEPARTMENT RESTRICTIONS UNLESS MOONED W THE CTY. CITY' ,INecwlcEvr::. 5300 FIXE wWecTEx: .w 10. THE EX61NG TOPSOIL ON THIS ITE WINES M OEM. IT 6 THE: CONTRACTORS 6.,STNL CRI CONTROL MEASURES AND ROCU mN5TR1x.TDM RESPOISMUIIY TAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR DINER D WALL LOOSE, SOT OR OTHERWISE INSURABLE 1MTLWL E FLDYED FROM THE cCONTACT Cm FOR APPmEL OF BMW COWDROL wsrruAlION. STREET AND BUILDING AND AEM PWDR TO KAU" OF ANY DOMMOT IN 6.m16TWUCD TEMPORARY Oww[ MDC ES/51FEES/STORA SEWER TO TYPICAL BITUMINOUS PATCH DETNL PA 1t. ACCORDANCE WITH MATERIAL PLACED M M WRDIE d STENT NEM SEAL DOW SURFACE WMDF TO TEMPORARYTEMPORARYSMWUATIDN DS. •.wiwm OWN MEAsUw. LE RT FLOE ROCK CONSTRUCTION E CAM ACCORDANCEWAMACCORDANCE WITH THE IEHIRI)AM$ OF THE QUALITY D I .n LATH SHALL BE NAMED 2- X A- HORIZONTAL MEMBERS COMPACTION METHOD AS OUTLINED M MN/DOT 2105.3F2 OR AS DUCTED W 1. ILIAIµ I I DIAMETER ROCK FILLER ALL SEDIMENTATION PODS, COMPLETE SITE GAADRIG -PE_Y TO THE POST MEMBER CONTINUOUS AROUND TCP AND THE SOILS ENGINEER. TDERMDEED 'UPI FILTER FABRC. BOT FASTEXEO i0 EACH POST EX6FING gIN410U5 SURFACE 12, EXCRVATKIN FOR THE PURPOSE a REILNMG UMSTAMU OR LR6lKAELE SOLS q.M6TI11 S® ND WLLH ON AAFM FIAT ARE NOT TO E HAD UAMG _FAST= NAILS STALL E COMPETED AS WORRIED BF THE BOILS EMGIEM EMBANKMENT SURFACES. MATERIAL PLCED N THE BDILIMA AID STREET SHALL E COMPACTED N 11, NL STEM EWER METS AND FLARED DO SECTIONS SMALL E _1, x S LONG MONOFILAMENT GEOTEYTIII ACCORDANCE WITH THE SPECIFIED DENSITY METHOD a OUTLINED N W/DOT ADEDMTLY PROTECTED BEFORE ND INTER PAIDEMT CONSTRUCTION =OST. 8 REO'. FABMC AS PER MNOOT TABLE SWCUT ALL MNYINIJ.:< E^!: 210511. UNTIL NL 06TUWED NGS ARE STABILIZED. NFT PROTECTION SALL QQ QOQ 3886-1 (MACXNE 410ED). (IYPJ 13. TOLERANCES- E M ACCORDANCE WIM TTY SPECFTCATID6 AND DETNL RATE IS]02A AOOTONAL 8-10' a FABRC o THE STREET SUBGRAW FINISHED SURFACE OEWTON SMALL. MOD WIRY If MORE 12. STOCIRE AIM RICH ADM ON THE SITE FOR MORE THAN SEVT/I FON AT BOTTOM a Box // THAN O.m FOaT ABOVE. OR 0.10 Four BUM. THE PRESCRIBED ELLMIIOM a RAn SPALL E sENOm. MEALHED. AID SURROUNDED BY SILT FLOE ANY POM WEE YEWRD�it 6 WINE 13. TEMPORARY AND PERMANENT SDIEIRNIOM PDDR, AT LOCATION e. NGS WHICH AAE TO ELEM TOPSOIL SHALL E GRADED TO RATA 020 I= SELECTED N oWIE¢ SMALL E COM FMUCED WITH THE NTAL GRADMG. 2' YNDOT 23W SPMEAHOC AMM M BELOW THE REDURD ELEVATION, UNLESS DRECTED WY THE THE SMS" MWF E REMOVED FROM THE POMB, AS NECESSARY. N0� iMx CMT I35T �R�R' RECO TO CQ/LETOR a THE PROJECT. X. TOPSOIL SINAL E DIVIDED TO PLUS OR Mw6 R IDN a CAE SPECIFIED 1.. ISTAAL SILT FENCE AVOID POD UPON COMPLETION a GROW' SILT FENCE PER NNW 2' MNDOT 2351 SPMAE33GB Tom. 15. EDOWON NO SEDIMENT CONTROL PRACTICES MUST Rom N RICE SPECIFICATIONS. SmRCE 200. 11. NL 015TRRBED UIBUREACED NNFAS ARE TO IMMEDIATELY RECEIVE SIX INCHES a I NTL THE STE Sas NOR BEEN PUMMOMY STAMUZED AND SFML MACHINE Sl10ED WOVEN 12' WH. CI.xSS 5. 1DJi CRUSHED /GGREMTE MSE MPSOL SEED ND MULCH AND E INTERCO UNTIL A HEALTHY STAND a DERAILS E RDONED WITHIN 30 GRAB TEPDETEI' LTECTED FROM AREA IN.£I M - 6 OOHED. 16. ALL SOCOLE4 a SEE OR OTHER MATERIALS SAW TO EROSION IY MONOFILAMENT, M' ON GRATE 15. SPOT ELEVATIONS SHOWN INDICATE FORHED GRADE ELEVATION UNLESS MAID OR MILER SIMM E COVERED. VEGETATED. EMCEED, FENCED ON FASTENED TO STEEL T -POSTS A OTHERWISE NOTED. NIH J (SCH) TENSILE STRENGTH O" FABRIC FLAP- BUR^ TE CwEMD SDE IT OT E AM OU T OF MWU HE MATEMA N RIX}( RI AEVT\' 16. PROPOSED COMOIRS ARE lD PEENED SURFACE CME. WEONEROSION M AND THE Df WITH THE INTENT a HIE lE WTEIIAL WILL ITS PROPOSED USE PLASTIC DP RES PER S 17, CONTRACTOR SCOL ADM A D/Ot CU E1WTIG PA9ORT AS NECESS RY ro LO M LOCATION O AND THE CONCRETE WO a AID I UARDGU6 TATEWALS STORM uu+NDERWAsvwG T-PDSTTMACHRE SLIGO . MINIMUM - _ - .:.. A aaorN m NvD CONTIRns Ora Vac wrDWD rwooT n. SMLL aTEIL P on ro START a m1aTWx.TION. CAE SWPw PATCHING NOTES: 2" wA9RED war. 1B. THE CONTRACTOR SMALL ASSUME POSTE DRAINAGE WY FROM THE NWIDMGS MARL E UPDATED ND LOCATIONS ADDED N THAT E 1. SAW CN NL ED.^.ES. REWh WU41NOU5 PATCH AREA AND ENOUGHRAL ld. TDNDIIRY OR PEIIWEI/f SVBRIZATION STALL E IRATED • 1' OEEP X 2' ALOE CLASS 5 WTFRW TO ACCOY40Y.TE BITUMINOUS PATCH. FOR ALL MT TM NO PINED NFAi 2A^ l t9. THE OWNING S1WL IONOR S DIRERNG M THE SDIL 10 CKER. T E LATER THAN ro UID SIL TER THE /AD Sw1 E COMPLETED Na 2. MECHANICAL COMPACTION OF GRAVEL MSE REDUIRED PRIOR TO PAVING. >fIN QWRaNG 'DOT CI AS DETECTED O THE SOLS DOLEDE THE UTR THAW THESEVENS E HI LATER TE ,a OR PE OM ENTLY IN THAT J. APPLY TACK TO AL EDGES. CONDUCTOR wr USE'AEAFI COUI GAYS W70 RESOURCES CDODIATR, OR TAN OE9fiNF� 9WL E PORTION IM THE ETRE WS TEMPORARILY AN AC ON TO ENMMENCECEASED. RUNOFF I2^ MATERIAL IN ULU OF RASE COURSE MATERIN. NOTIFIED 24 HDUS PRIOR TO EG"" DEINTFRNG. RELATED,,, A, SO ENS TNI6 AN ACTION LATER COMMENCEEND A. USE PUTE COMPACTOR TO CONSWDATE BASE CCURSE PATCH. 2O. WTHIN scvD DAYS a mMPLLTRD TE BIL41 WADIG TE SDE SUOPES NF SDEIZNDA AS SCCW M PRMTDADRYMUE IT A5 E -D THE M 2A 5, NUM' BASE COURSE TO GULLY COOL BEFORE RUCs WEAR COURSE. THE BASS SCOL E SEEDED MATH ALDOL SEED M% W262 WITH ITCIIAUUC AC THE WORK DTT. FOL THE CAVY WHEN THE ENTN-DATED ID -ACTOR sHA� ca.sTRUCT COT Box TO CAT 6, E -APPLY TACE ro NL TROs OF NEEDED) AND PATCHED BASE AEA MATRIX. ALTAT6 FMI4 T]NovIAILY CIH PpeMVpTE OR NO Nw1ED ,A TEE I A ODMSTDE MIN 6' MINIMUM SDBLMATDN 6 DEFIED AS COMPILING CAE (CAR ADE) a CAE =i.ANDE 70 UE7 SCF SIRE IWTHF. 9LT IMU 7. ROLL PATCH FROM EDGES '0 CENTER. REMOVE OR AW MATERIAL WRING FOLLOWING, SOL. PREPARATION FOR VEGETATION. MMaMT. (M OTHER FILTERED WATER - CAF UNAGED DRAT AN EVER SURFArz 6' DflbN ROLRNG SO PATCH IS TRUE MPO ^£rvEt WI SURRCUNONG SURFACES. NON-AEGETATE BIP). EIDID/PLA/RTING. OR SDFDMFIG STABILIZATION =uc,V A OPENING GOP a SILT Box ro CONTRACTOR ro STRINGLINE ALL PATCHES PRIOR TO APPROVAL CAUTION Nota: MP/STIR6 ro E Flur ISTAALID ND CCMNETED WITHIN THE 7 DAY I.TEND IE MINRWY 1 A E.STAK GRAD:. 8. YNW7 2380-ORNNARY COMPACTION MI REOUND. TWORNE. SECTION A- A 9 PATCHED AREAS SM41 MATCH ROADS EXISTING t NESS FOR SECTION THE CONTRACTOR 6 s,CCFrovUY CAUTIONED THAT THE LOCATION AD/OR ELEVY.TION 9. THE, CONTRACTORSNl1 PRDDE AND ISMu A SWPPP MALWX OF EXISTING UTUES M SEWN ON TIES RATS 6 INED ON ROOM a INCIDENT) THE VNUO S UUTY CDWR W S MD. WEE POISSON. MEASUREMENTS TAIOI COIN SILT BOX SEDIMENT TRAP cm OF TYPICAL STREET N THE FELE. THE INFORMATION 6 ROI TO E FLED ON M EIG EXACT OR �C�f�IpI�O�FDy oFFRonD cATcHBASIN 0 mdm COMPLETE. uDNIDINIW -1LTER ?. =-IER PATCHING BITUMINOUS THE COl HOW BEFORE �� WO � APpEDP�E EXACT RXLPNES AT IFMA RLv,sm ._,c HTE xR: - ELME U M I ENE TUT IE REPON ro REQUEST F DACE FELE LOCATION RE IG _ ENGINEERING DEPARTMENT 5302' "RING DEPARTMENT 5202= ALLIES. R SALL E CAE ESPNFLICT WI a CAE U WITH THE POSED OR RI RMENTS PANIC¢D 514Is s": ` -' 'DEPARTMENT - •:.. xD 5302 Iss wlCc SOM ON THL EmMnNG E PLANS. WIWN THE LOGTON6 SMALL URINES SMALL BE OBTAINED BY THE CONTRACTOR IVY CALLING GOPHER STATE ONE CALL AT ID0-252-11N OR 051 -454 -mot EDAIML- SERVICES, CT NU .txyBOYLAN SHORES DETAILS & NOTES9-031 N L POD WRET (� • er,:IElgirce�m •Lir PICA^nary TIM �Yt two, I�P1PY•pa a P�IUIIRF,MARION IN0 Pblr o..x CWt., IIA. WY a t W,P.M•IRR ,IMP UI ENGINEERING P.O. 2w du ..�RI•WIMMLAKETOWN HOMES• SI \R\ePnnesP.Ill. I DATE I(� INC. F.75};7¢,2;2 YTI .. 0s 1s 202amw LV E -Ma: �.PPwrAbmw wx� stN P_ MPI, URN -U� IF lB l D.t. CHANHASSEN, MN SHEET N0. 10 O(• 10 $HE 4/17/2020 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UALL U GOF 1 05/18 NO. DATE 11111110wmll" MM -11 111111191 "Ur NOUN 022111L �MI 1, I� rinn IrnT I n(' A71nnl POND OUTLET N CAMPION ENGINEERING DESCRIPTION SERVICES, INC. REVISIONS • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: mcompion@campioneng.com I hereby certify that this plan, specificotio or report has been prepared by me or under my direct supervision and that I am a duly censed Professional Engineer undim the Isltif State of Minnesota. ortin 05/18/20 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN PROJECT DIRECTORY OWNER/DEVELOPER LAKETOWN HOMES DALE WILLENBRING 1536 BEACHCOMBER BLVD WACONIA, MN 55387 PHONE: 952.715.2926 EMAIL: DWILLENBRINGHOME@GMAIL.COM ENGINEER CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PHONE: 763.479.5172 EMAIL: MCAMPION@CAMPIONENG.COM SURVEYOR: WENCK ASSOCIATES 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH. 763.479.4200 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF CHANHASSEN STANDARD SPECIFICATIONS & DETAIL PLATES. INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS REMOVAL PLAN 3 COMPOSITE UTILITY PLAN 4 SANITARY SEWER & WATERMAIN PLAN 5 STREET & STORM SEWER PLAN 6 GRADING PLAN 7 STORM WATER POLLUTION PREVENTION PLAN 8 TREE INVENTORY REMOVAL PLAN 9 DETAILS 10 DETAILS & NOTES 01`I DRECENED $SEN MAY 2 2 2020 CF'u,1`1ti SLtV4U�1Mt�� BENCHMARK: RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 COVER SHEET SHEET NO. 1 OF 10 SHEETS PROJECT N0: 19-031 DATE: 04/17/2020 5 I jll GLENDALE DRIVE LEGEND 0 RIM=965.05 INV=960.3 �- X FENCE LINE o��Sq �WzIII IQI1I STORM SEWER - - - - --- --------�-------------- W ATERMAIN • RIMN5 UNDERGROUND GAS L /IlN/ E NE IV=94.2 SW INV=948.5 COM UNDERGROUND COMMUNICATION LIN E r UNDERGROUND ELECTRIC LINE \ EDGE OF ASPHALT I EDGE OF GRAVEL LV EXISTING EASEMENT LINE EXISTING/BACKGROUND PROPLINE , I 1 1 1 I SURVEYED BOUNDARY LINE EXISTING GROUND CONTOUR BUILDING • SET MONUMENT wV �FOUND MONUMENTO WATER GATE VALVE >_ COMMUNICATIONS PEDESTAL ( (ELECTRIC—ELECTRICAL PEDESTAL 982. H METER ® ELECTRIC TRANSFORMER GLENDALE DRIVE\. RAFFIC-SIGN 6787I I LIGHT POLE LOT 1 IL 1225 -I LOT 3 LOT 4 7,24 DECIDUOUS TRf7E /NIFEROUS /REE so. /j DP / GO BLOCK 1 �fi ill ao - - - - - - - -� -TL --b2792�288 s25 -/ P 0OP-653 1 - 4280 FP g+RIM=9 99 975.280 202�©D 2789 650 INV=9 7.5 ' ' '77 2790 96 22 2815 0 yr . ,/508 rFP 2813 2801 8' 00 \1.11eso3 _ 875� - 2874 286 2795 .9ie' EX,-HQUSE & DECK TO BE RCK02�1� TI 3 2866 2862 �Q28D4 �i 87 r WALL too / ° /2350 REMOVE 1 ( �i9D7.i6 29 -605Y81 2606 `T\ php,2786CS \` / e\'�P�00287302808 0 2602818 02814, HAP-' 11 1 -'0278$ 0' 78 /2805 DECK IMs 4 58 .3 sPA VERS 02830 1 pp 9ENHMRx GRAVEL Ds 2872 M=wss 37 817PRESENT SHORELINE INv�sss2846 576. m 02807 o// �,/ y4oFE 87LU 2REMOVE RIM=968.517 306 HOUSE INV=964.3RIM=977.72 EXISTING INV -965.8 2020VERIFY WHAT THIS 2826 2827 2847 \2783 MANHOLE IS AND k79!M972 0 2845 DIRECTION 02831 \/\QQa \R1 1 I -I II= II-I•�2�gA( ig- /_ /,\ �, s_J/ -( _ _�/I_`•�t/- ��//C-\ PE�/V -6-5�9� IIIIIII I �I I �_IIIIIIII I �- _ 2 i '\9\ 6a' , _' ` �_ - s/ -/�'' /Nc 2 2 38/ 6`"0 l� /J / g 2407 a07 Pr/ 0 821 ,/ �0 2820 e - 97Z 972.81 2877 N /R�-9684moisas.s/ 7 4 LANDSCAPE - LD NTH O/U// T L EiT -2 Ww965 82876 HAP CP -657 2849 2782 s 3 / / / / T/ Oe P / OF �)WA/TE R E / L/ /E/V / A T/ I/ ON O / Nue, RIM= 8.78 0 02878/02825 I =ssa.o 8/22/2019 = 944.8 N4VD88sss 0 t0 d2�8702832 606 969 43 2851 DSCAPE02822 CP -655 656 -968_- 771 X81 sOHWL = 944.5 JN2834 968.25/ 842 2784 CP 606 (MN DNR LAKEFINDER) 4 2823 QP -65,P, 214 97ast4(M2833 02856 97. 02$82. ©2838 IPP -604 -BITUMIYOUS f 2886 REAININGqP-65 2 0 27'�y)2TRAIL LOCK WALL 1 ,2835 02852 02857 X WALL 63 963.320 CP s602881 288 e 2858 3Q283902840 O2853 -/837 2855 670.71 802774 279 8?4 566- 2854 38'46E 678 2859 2861 '2 77z, 2 > 17 o m > OWES 6' CONC. 5' UTILITY EMENT DOC. N0. 389348LOT 1 APPROX;TE F/ED)BLOCK 2 I INv=55552 X Xx SHD 662 l STEPS U g ,946.81 CP -6620 EXISTING LAK E 10.0' \so - - - - - SOUTH LINE GOV. LOT 5 S5 -T116 -R23 602 23 M NNEWASHT / / /A S89'W'46-E $94.20 0 DRAINAGE AND UTILITY ----� --'EASEMENT,PEPD{� 7 &600swCOR. Gov LOT S LOT 1 LO,T` 5 S5 -7716-R23 BLOCK 1 BLOCK 2 D DL I I \ BENCHMARK: NOTES: RIM OF SANITARY SEWER MANHOLE 1. REMOVAL OF STRUCTURES REQUIRES BUILDING IN COUNTRY OAKS DRIVE, IN PERMIT. FRONT OF LOT 1, BLOCK 2 2. ANY FOUND WELLS, SEPTIC TANKS, COUNTRY OAKS, ELEV=976.62 NOTE: DRAINFIELDS, ETC. SHALL BE REMOVED IN A' / EXISTING BOUNDARY &TOPOGRAPHIC SURVEY ACCORDANCE WITH STATE AND LOCAL N PREPARED BY WENCK ASSOCIATES. DATED: REGULATIONS. 08/27/2019 PROPERTY DESCRIPTION: BEGINNING AT A POINT 594.2 FEET EAST OF THE SOUTHWEST CORNER OF GOVERNMENT LOT 5, SECTION 5, TOWNSHIP 116, RANGE 23 WEST, THENCE NORTH 100 FEET AT RIGHT ANGLES TO THE SOUTH LINE OF SAID GOVERNMENT LOT 5, TO PLACE OF S e60 / BEGINNING OF PARCEL OF LAND TO BE DESCRIBED; THENCE CONTINUING NORTH 162.5 FEET; THENCE EAST AND PARALLEL WITH / r M72 H THE SOUTH LINE OF SAID GOVERNMENT LOT 5, 766.9 FEET TO THE SHORE OF LAKE MINNEWASHTA; THENCE SOUTHWEST ALONG SAID LAKE SHORE 187.0 FEET MORE OR LESS TO A POINT 674.28 FEET EAST OF THE PLACE OF BEGINNING; THENCE WEST 674.28 FEET TO THE PLACE OF BEGINNING, CARVER COUNTY, MINNESOTA. 0 30 60 i /I 1 05/18 2020 POND OUTLET N • Civil Engineering • Land Planning I hereby certify that this plan, specification BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN GRAPHIC SCALE IN FEET EXISTING CONDITIONS & REMOVAL PROJECT NO: PLAN 19-031 °47 SHEET NO. 2 0 F 10 SHEETS 04/17/2020 CAMPION 1800 Pioneer Creek Center, P.O. Box 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phone: 763-479-5172 ' Fax: 763-479-4242 pll�E-Mail: mcompion®campioneng.com or report has been prepared by me or under my direct supervision and that 1 am a duly icense PTofessional Engineer un the I State of Minnesota. 05 18 2020 NO. DATE DESCRIPTION REVISIONS lVartin P. Cam ion - ic. # 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN GRAPHIC SCALE IN FEET EXISTING CONDITIONS & REMOVAL PROJECT NO: PLAN 19-031 °47 SHEET NO. 2 0 F 10 SHEETS 04/17/2020 r LEGEND X FENCE LINE 900 PROPOSED CONTOURS - STORM SEWER -> SANITARY SEWER ---- EASEMENT LINE -- WATERMAIN SETBACKS - G - UNDERGROUND GAS LINE WET DELINEATED WETLAND EDGE COM UNDERGROUND COMMUNICATION LINE ---- JE - UNDERGROUND ELECTRIC LINE »»— STORM SEWER EDGE OF ASPHALT SANITARY SEWER EDGE OF GRAVEL I WATERMAIN EXISTING EASEMENT LINE CULVERT EXISTING/BACKGROUND PROP. LINE hLE1VllALE LK1VE - SURVEYED BOUNDARY LINE OO SANITARY SEWER MANHOLE 98c' - EXISTING GROUND CONTOUR • STORM SEWER MANHOLE �TlTT/7771� BUILDING I ® STORM SEWER CATCH BASIN - - - -- - - - O SET MONUMENTWATER GATE VALVE - AT _ • FOUND MONUMENT wv s RIM 965 e HYDRANT ATEER ,GATE ..VALVE ® �MMUNiCATIONS PEDESTAL EXISTING TREE LINE Ea / ELECTRICAL PEDESTAL D ELECTRIC METER INLET PROTECTION — ELECTRIC TRANSFORMER TRAFFIC SIGN -:` LIGHT POLE --- - - ROCK CONSTRUCTION _ 0 DECIDUOUS TREE ENTRANCE CONIFEROUS TREE SILT FENCE 0 Q SII 0 / III Lr T 1 — - 9715 % UP1156 / No, i 4 I SO6 d 0L1TL10 - �i 1+00 2+00� 3+00 - - o- �� 7 a BOCK - TF_j 3 Q / - i WALL i I/ 47(1 1606 r b 9 2/ 3 °P — ' OUTLOT B AP 1 / h �G /I RIM- 88.41 r 1�, /' z / .�`A ��� %IN� 9� / PIWERS A M R �, a °l� .'RESENT SHORELINE RIM -976.62— C2 INV- 19665 �r N .q.a= , �F wvI/�UTLOT w �° / 95Rsa9 2020 1325 SF 14' PE I Z , / / -'moi- 946.57 �. �w HA` " 2 ��LANDSCAPE WITH ouTLEi�— QQ H P p TOP OF WATER ELEVATION ON /�.,: 812212079 = 944.8 NAVD88 �/ �� / � i � � Ci �> Q � � � OHWL = 944.5 NGV029 N / SDAFE F a v` v �/^ ��- OUTLOT C / MN DNR AKCRNDER) V (J� 81TUMl SOUS — ��Q' RETAINING — \ WALL �� WALL X TRAIL / �� '-BLOCK -v / V 670.12 0+00 LOT 1 1 ��QP 1+00 OWESr -p RRO.YI ATE LOC.AT/ON (MUS- BE U - UTILITY EASEMENT l J X -- X ) —�� DUC. NO. 389348 X cl �� j ��Oo� `, ��-�`-WOOL STEPS , LAKE M I N N EWAS HTA I-A9oi/ EXlS7/P._ 3 - u BENCHMARK: RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN -SOUTH LINE GOV. LCI FRONT OF LOT 1, BLOCK 2 t5 -T7'6 -RIs �� �I COUNTRY OAKS, ELEV=976.62 - 594.20 - -- - - - - - - - _ - — - -� 589"38 46 - - - - — - - - -� -- - ---OX N ` , P 8 -II 1 NO. DATE POND OUTLET DESCRIPTION REVISIONS CD • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompionOcampioneng.com N CAMPION ENGINEERING SERVICES, INC I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly 'Lensed ofessional Engineer under the I State of Minnesota. 05 18 2020 artin P. Campion - ic. # 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN 0 30 60 GRAPHIC SCALE IN FEET COMPOSITE UTILITY PLAN PROJECT NO: 19-031 SHEET NO. 3 OF 10 SHEETS DAT04/17/2020 - 0 ♦ --- I I w i Y III 0 `Y 3 REMOVE & REPLACE CURB, GUTTER & BITUMINOUS AS I NO DISTURBANCE OR LAND ALTERATION j / SHALL OCCUR BEYOND THE PROPERTY - NECESSARY TO MAKE CONNECTION Z LINE j / � CONNECT TO EXISTING 6" DIP W REFER TO CITY DETAIL PLATE NO'S 5202A & 5203 i izzsa,971/ WET TAP 6"X6" TEE U. 0 Gl, _ _ � I "�V-8tB01(- 1 � --J � i_- �� 45' BEND - CONNECT TO EX, - 45' BEND 8" PVC. CUT IN B"X6" WYE INV=967.43 (VERIFY) 1 I o� 82'-,Gf-6" PVC SDR 26 @ 1.00% 1 I =9f 8.2� - WATER PROTECT CURB 5 � - EXISTING -, C4 LANDSCAPING UZE !TL ti l W SF 4 v S 0+78 oY= o r,s h z TP v c 83' " - sa P o Ll;" 969.09 1 III II �/SAP I RETAINING - WALL V � I ' (_C11 BLO�� I� 0 4` I11 II i III io.n'"' --� L - ----- - .-SOUTH LINE GOV. LOT 5 55-T7 1 s-R?J - Sw CON -I ' 5OV.T LOTi G-R2.� BL �/ I // / S TOA TDO,ID,,D o� I / C. 3 h[4M<1L�IA 51 767.01 INSTALL CONTIGUOUS CONCRETE / CURB & GUTTER THRU EXISTING DRIVEWAY ACCESS AND AREA REMOVED FOR UTILITY CONNECTION. CONSTRUCT ' IMMEDIATELY UPON COMPLETION OF UTILITY CONNECTION AND REMOVAL OF DRWEWAY. REFER TO CITY DETAILPLATE NO'S. t 6LTi,-it� 5202A & 5203 k - - I Fs. - /l 6"PV 9CC 00 0 ATER SERVICE a K / RB STOP, TYP S 0+16 40 / ERVICE -- I / HYD 3 939.4'," OP, TYP W/ 6" GV INV=939.1- - OUTLOT B / �e aN-s ea & BOX �- - - - -4""--AVC-SBR 4r& L/ W9 ;,'./ //7-'cSENT SHORELINE CUT IN 8` " WYE Ms sq� /- I =938.7 VER#,YJ, REMOVE &)REP E CURg,.GUTTEf,& BITUMINOUS AS �� TER SERVICE \� NI SARY TO -MAK € C NNE¢f10 CU STOP, TYP due I Q:' / 70P O�" WATER ELEVATION ON P / / �/ 8112212019 944.B NAVD88 1 \F �� OUTLOT C / I ! �6 / �/ OHWL = 9445 NGVD29 L( Mo ZE (AIN DNR AKEEINDE D 1+00h CONTRACTOR SHALL VIDEO EX. O oh Ftii - ' 7 SANITARY SERVICE TO VERIFY / EASEMENT / 7 X x�1D��''/� CONDITION. VIDEO SHALL BE 89348 PROVIDED TO CITY FOR REVIEW PRIOR 7 _-­1[T�LZ *ECTING TO THE EXISTING 7 Z / SERVICE / / No SE LAKE MINNEWASHTA / ms DR,S/NAGE AND UTILITY n� / _FLAT-- - 66 � I / DESCRIPTION REVISIONS 0+00 1+00 2+00 3+00 4+00 N CAMPION ENGINEERING SERVICES, INC • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcampion®campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly censedPyofessional Engineer undsr the I sry67 State of Minnesota. ion -tic. # 19901 Date: 990 985 980 975 970 965 960 955 ALL CONSTRUCTION TRAFFIC SHALL USE MINNEWASHTA PARKWAY BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN X -- PROPOSED CONTOURS FENCE LINE EASEMENT LINE - - STORM SEWER - - - -> - DELINEATED WETLAND EDGE SANITARY SEWER - - WATERMAIN I WATERMAIN UNDERGROUND GAS LINE --- ov - UNDERGROUND COMMUNICATION LINE - --- 11 F STORM SEWER MANHOLE UNDERGROUND ELECTRIC LINE STORM SEWER CATCH BASIN wv EDGE OF ASPHALT - - EDGE OF GRAVEL EXISTING TREE LINE EXISTING EASEMENT LINE - EXISTING/BACKGROUND PROP. LINE -- - El SURVEYED BOUNDARY LINE EXISTING GROUND CONTOUR /7//� �� BUILDING O SET MONUMENT 0 FOUND MONUMENT wV >I WATER GATE VALVE ® COMMUNICATIONS PEDESTAL E" ELECTRICAL PEDESTAL Ea ELECTRIC METER X ELECTRIC TRANSFORMER TRAFFIC SIGN LIGHT POLE O DECIDUOUS TREE • CONIFEROUS TREE 900 PROPOSED CONTOURS --- ------ EASEMENT LINE SETBACKS WET DELINEATED WETLAND EDGE »- STORM SEWER SANITARY SEWER I WATERMAIN »� CULVERT SANITARY SEWER MANHOLE STORM SEWER MANHOLE ® STORM SEWER CATCH BASIN wv WATER GATE VALVE HYDRANT w EXISTING TREE LINE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE El SILT FENCE S 0+27 50' DISTANCE OF SAN SERVICE WYE FROM DOWNSTREAM MH 933.0 SERVICE LENGTH 2'R �_ SEWER SERVICE AT 10' PAST PROPERTY LINE �- RISER HEIGHT, TYP NOTES: 1. 6" WATERMAIN SHALL BE PVC C-900 DR 18. 2. ALL WATERMAIN SHALL HAVE 7.5' FEET MINIMUM COVER. 3. ALL HYDRANTS SHALL BE INSTALLED WITH 7.5' BURY. 4. SANITARY SEWER SERVICES SHALL BE 6" PVC, SDR 26. 5. WATER SERVICES SHALL BE 1" PE/PEX. 6. CITY UNDERGROUND UTILITY PERMIT (ROW PERMIT) SHALL BE REQUIRED FOR ALL WORK WITHIN CITY RIGHT OF WAY. 7. WHEN WORKING IN PUBLIC RIGHT OF WAY, PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION 8. SANITARY SEWER SERVICE SHALL BE EXTENDED 9' BEYOND THE PROPERTY LINE. 9. CURB STOP FOR ALL SERVICES SHALL BE INSTALLED AT THE PROPERTY LINE. 10. CONTRACTOR SHALL MARK END OF SANITARY SERVICE WITH METAL FENCE POST, PAINTED GREEN. END OF WATER SERVICE SHALL BE MARKED WITH METAL FENCE POST PAINTED BLUE. 11. TRACER WIRES SHALL MEETING CITY SPECIFICATIONS SHALL BE INSTALLED ALONG ALL SANITARY AND WATER SERVICE LINES. 12. CURB BOXES SHALL BE MARKED WITH A METAL FENCE POST, PAINTED BLUE. 13. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 14. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACITLITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 15. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 16. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 17. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. 18. THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. 19. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE. 20. TESTING OF WATERMAIN SHALL MEET CITY REQUIREMENTS AND SPECIFICATIONS. COORDINATE ALL TESTING (BACTERIA, PRESSURE, ETC.) WITH PUBLIC WORKS UTILITY DEPARTMENT, (952)227-1130. BENCHMARK: RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 0 50 100 GRAPHIC SCALE IN FEET SANITARY SEWER & WATERMAIN PROJECT NO: PLAN 19-031 SHEET NC. 4 F 10 SHEETS DAT04/17/2020 - - — — - -- ' -- — -- NOTES: 1.HDPE STORM SEWER SHALL BE CORRUGATED, DUAL WALL WITH (;) RIM 955.63 SMOOTH INTERIOR. 1 w / / 07 I I Y II pOfI I�NF INV -9542 SW INV Z REMOVE EX. CURB & GUTTER AS _ -- NO DISTURBANCE OR LAND ALTERATION - NECESSARY FOR BITUMINOUSDRIVE-- SHALL OCC BEYOND THE PROPERTY 4 / -TO-CITY-D TAIL MPLATE NO '5206 REFER �_-- _ - LINE - _-- -- - -I / �'iz CONSTRUCTIONATCH --- N --- - — — �5 94/.I---- 6D6 3 e D — — _ - - PROTECT � OCS (SEE T ( --- _ P-; o OUTLOT B � u b. IM- -71-.- - 7 o' N - F'4V' 4 LANDSCAPING r — ^ — - ,,R RIM 976 sz . - — .. — . SW�NV= o•STMH / PRESENT SHORELINE RIM 2 = s� OUTLOT w E INV -9 ? - - — — — INV 965 ° - 'LREv WHAT THl 1325 SF :v ' ANHOLE11 Ar, 26 02 DIRECTI, S775 -� I / 2 P� %- / T TOP DE wAlER ELEVATION TIN �� \ - ONNECT TO EX. �B P I / I OUT: 7. NDPE I INV=964.40 OUTLOT C '' � I� s122,20I9 = 9442 NAUDB& — UNDERGRQ ND QTILITY KRMIT �F �- �j OHWL = 944.5 NCVD29 ' - PERMIT REWIRED ��� (MN DNR LAKEFINDLRJ CLEANOUT, Tl ,- LOT 1 +NbOWALL ._ _ - - - �/ EASEMENT I I - I -�--WOOD / 6" HDPE CORRUGATED PERFORATEDlx B STEPS DRAINTILE @, 0.5% MIN GRADE 9 / N I _ SEE DETAIL FOR DRAINTILE `ELEVATIONS ' LAKE, y _ SOUTH LINE Goy. 1,,')T i' S5 -TI I6 -R23 M I N N EWAS HTA _ sevr•'��maad��� -- ,� -� —--- - - — — � - -- i -, V DRAINAGE AND_.1 J-,' �� / (_O LO 7 L �L� PER P� \ / STR�ATFO;RD RIDF� �_A r�/ I \ 12101/ 0 ALL CONSTRUCTION TRAFFIC SHALL USE MINNEWASHTA PARKWAY 990 985 980 975 970 965 J1 960 %I) 955 n NO. I DATE POND DESCRIPTION REVISIONS rt 12' INCL= -r31 N N _ on`mD,D PROPOSED CENTERLINE PROFILE _. 900 CN 116 I� - _.0��--- Co z z o) EXISTING CENTERLINE PROFILE - i FI>> u~�iFh 3w =mz= t04 �-Lj Cn E 3 UU) N - - > 11 229' of 12" 49' of 12" HDPE @ 0.47% - — r 19' of 12' HDPE @ 6" DRAINTILE 0+00 N CAMPION ENGINEERING SERVICES, INC 1+00 2+00 • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion®compioneng.com 3+00 990 - 985 980 CONNECT TO EX CB /-RIM:968.51 NW INV=964.30 5' of 12" HDPE @ 1.05%-_ - CONNECT TO FX. CB NW INV=964.40 4+00 I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly,'censed ofessional Engineer un the I State of Minnesota. UA 05 18 2020 artin P. Campion - ic. # 19901 Date: 975 970 965 960 955 12" HDPI FENCE LINE 900 PROPOSED CONTOURS a) O N a) (a co O r t04 (D 4 N - - > SANITARY SEWER rn rn rn rn rn rn rn rn 0+00 N CAMPION ENGINEERING SERVICES, INC 1+00 2+00 • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion®compioneng.com 3+00 990 - 985 980 CONNECT TO EX CB /-RIM:968.51 NW INV=964.30 5' of 12" HDPE @ 1.05%-_ - CONNECT TO FX. CB NW INV=964.40 4+00 I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly,'censed ofessional Engineer un the I State of Minnesota. UA 05 18 2020 artin P. Campion - ic. # 19901 Date: 975 970 965 960 955 12" HDPI 6" 971.3 971.0 969.5 HDPE OUTLET 72. 965. 967.5A RS I0 45y" 12" HDPE OUTLET ®0.47 MONOLITHICALLY 6" DRAINTILE POURED BOTTOM OUTLET CONTROL STRUCTURE NOTE: STRUCTURE REQUIRES TWO (2) PIECE GRATE. BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN PONDED VOLUME - 70% SAND 30% MN/DOT 4-_- GRADE COMPOST (EXTENDS ACROSS BASIN "BUCKSHOT"WASHED ROCK 21 6' HOPE CORRUGATED PERFORATED DRAINTILE WITHOUT SOCK@ 0.5% GRADE 1•-1 J" WASHED ROCK J (MNDOT) MIN T-0" BIORETENTION TRENCH INV=965.72 OCS INV=965.76 'C \ INV=965.60 INV=965.76 INV=965.66 INV=965.73 INV=965.76 BIOFILTER DETAIL BENCHMARK: RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 0 50 100 GRAPHIC SCALE IN FEET STREET & STORM SEWER PLAN PROJECT NO: 19-031 SHEET NO. 5 OF 10 SHEETS DAT04/17/2020 FENCE LINE 900 PROPOSED CONTOURS -���-- --- STORM SEWER - - -- - - - - EASEMENT LINE - - > SANITARY SEWER - WATERMA/R+ SETBACKS _C___ UNDERGROUND GAS LINE WET DELINEATED WETLAND EDGE COM UNDERGROUND COMMUNICATION LINE - UE UNDERGROUND ELECTRIC LINE STORM SEWER - EDGE OF ASPHALT SANITARY SEWER - -- EDGE OF GRAVEL I WATERMAIN - EXISTING EASEMENT LINE CULVERT -- EXISTING/BACKGROUND PROP. LINE SO SANITARY SEWER MANHOLE - SURVEYED BOUNDARY LINE 980 — — EXISTING GROUND CONTOUR • STORM SEWER MANHOLE 7� BUILDING ® STORM SEWER CATCH BASIN 0 SET MONUMENT wV WATER GATE VALVE • FOUND MONUMENT Wv HYDRANT X WATER GATE VALVE R COMMUNICATIONS PEDESTAL EXISTING TREE LINE Ea EM ELECTRICAL PEDESTAL ELECTRIC METER Z ELECTRIC TRANSFORMER INLET PROTECTION _. TRAFFIC SIGN LIGHT POLE ROCK CONSTRUCTION O DECIDUOUS TREE ENTRANCE . CONIFEROUS TREE El SILT FENCE 6" 971.3 971.0 969.5 HDPE OUTLET 72. 965. 967.5A RS I0 45y" 12" HDPE OUTLET ®0.47 MONOLITHICALLY 6" DRAINTILE POURED BOTTOM OUTLET CONTROL STRUCTURE NOTE: STRUCTURE REQUIRES TWO (2) PIECE GRATE. BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN PONDED VOLUME - 70% SAND 30% MN/DOT 4-_- GRADE COMPOST (EXTENDS ACROSS BASIN "BUCKSHOT"WASHED ROCK 21 6' HOPE CORRUGATED PERFORATED DRAINTILE WITHOUT SOCK@ 0.5% GRADE 1•-1 J" WASHED ROCK J (MNDOT) MIN T-0" BIORETENTION TRENCH INV=965.72 OCS INV=965.76 'C \ INV=965.60 INV=965.76 INV=965.66 INV=965.73 INV=965.76 BIOFILTER DETAIL BENCHMARK: RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 0 50 100 GRAPHIC SCALE IN FEET STREET & STORM SEWER PLAN PROJECT NO: 19-031 SHEET NO. 5 OF 10 SHEETS DAT04/17/2020 LEGEND 985 985 POND GRADING - X - FENCE LINE G 50 100 900 PROPOSED CONTOURS ----- -- - -- ii - STORM SEWER ---_ -- -_ __ 1. THE CONTRACTOR SHALL AVOID COMPACTING -- - - - - - EASEMENT LINE - --- - - - -. - --. GRAPHIC SCALE IN FEET > - - SANITARY SEWER THE POND BOTTOM. RUBBER TIRED 980 � - - -_ ' " 980 EQUIPMENT SHALL BE PROHIBITED WHEN I warERMA/N SETBACKS �--- "- - - - G UNDERGROUND GAS LINE WET DELINEATED WETLAND EDGE �_- WORKING IN THE POND AREA. - - .00 2. THE BOTTOM AND SIDE SLOPES SHALL BE - UNDERGROUND COMMUNICATION LINE 975 - _� STA 0+49-99 STA:1+OO.00 LEV:970.44 �ELEV.971..00 975 STAMATBILIZEDRIALS WITHINT7E SPECAYS IFIED DCO PLANT NG GU > >- STORM SEWER UNDERGROUND ELECTRIC LINE --- ELEV 968.11 ELEV:969 10 EDGE OF ASPHALT SANITARY SEWER STA:0+00.01 970 ELEV:965.97 r - �- 970 THE POND GRADING. - EDGE of GRAVEL I WATERMAIN --' -� I--- -- - EXISTING EASEMENT LINE a 1+73 3 FINAL GRADE BNTILRSDITEDGRADING ABOVE EOF=9712 o --»-m CULVERT -- EX/STING/BACKGROUND PROP. LINE v - SUBSTANTIALLY COMPLETE. SANITARY SEWER MANHOLE 965 _ " 965 -- - 4. AS PART OF FINAL GRADING, NATIVE SOILS IN SURVEYED BOUNDARY LINE a8r STORM SEWER MANHOLE THE POND SHALL BE DE -COMPACTED TOA EXIST/NG GROUND CONTOUR L 960 960 DEPTH OF 12°-18°. Z77777i77�7 BUILDING ® STORM SEWER CATCH BASIN n r� 0 0 5 MINDOTRSE DN MIXSINS 34-262LWITBH HYDRAUDLICITH 0 SET MONUMENT wV WATER GATE VALVE 0) M 0 FOUND MONUMENT N L6 6 6 of MATRIX. wv � HYDRANT co to co co [><WATER GATE VALVE Y rn rn rn rn ® COMMUNICATIONS PEDESTAL EXISTING TREE LINE ELECTRICAL PEDESTAL M ELECTRIC METER INLET PROTECTION 0+00 1+00 2+00 ® ELECTRIC TRANSFORMER EOF PROFILE TRAFFIC SIGN LIGHT POLE ®ROCK CONSTRUCTION DECIDUOUS -TREE- ENTRANCE LLJi / CONIFEROUS TREE SILT FENCE r' APPROXIMATE-- LOCATION OF SOIL BORING Cn 1 - - - G=GARAGE ELEV Y TF=TOP OF FOUNDATIO1 ELEV ---- LL= LOW LEVEL ELEV / WO=WALKOUT 98207 A _ Lci L IT �V� Lc;? T4 T �� X1225 �� V/ X=SPOT ELEV AT REAR OF PAD EN �gI , STA 3+46 / LD i UP / TYP HOUSEPA TAIL 2788 % L �� .,�I 2790'. f `789 ��� 9 ¢4 ZD27.,._ ' o 2 A 0 �.�u 508 i t+09 2+DO - - - _ } P 1 _ 91 65 � 2874 �s �� - ' 6 g6 34- TP -- rn G' 982. g�� 7 87 B�llI< ham` ' �Ss6 za62 �o �E -. - TF=982.3 = �� ;LL i - � �0 74 0 �,i / 17 1, 9pz,6 _05 / x/ F '1 82' of 6" PVC SDR 26 @ 1.00% o l ,0e'P� 786/ _ /y ,28C�4\8Cy,� 12873 F' r n OGS �S€E L) / �. M 6sa2 - C 1 2 /o / z8>l I tine , o� / O 281 9j 'L8 5 Pow-esa_5 PA VEP Q Co, - - 8� SW IRIM:971. 00 4 �� 96�a� / - - _ �n ce�i 287? V E I - 0 - STMH 2 / a / %r i ' , I 2871 / - PRESENT SHORELINE a 1 / G-81.0 �n � � / /� / /' ww� OUTLOTj TF=981.3 9 s o rn ® s 2; / 1325 S , 2o" I$ LL=973.0 / \ 9) j / /IE {P z .y i Q WO j sr F _ / rn t`t-jzsi / - A�_ � '� ��- �.O�' PEo A c� 2f821 - i / i 2477 / oo G-9$1.3 - §TMH -1 ti��/� �o�wir �sT n .. TF -9$'L6 ` / �R 1 ea v � 676 / / Q Q %� <-2 \ ' \ t aa�-T LL -973.3 _ _ ��5 f 27e Wvv s / / \ _ S WO �5 '`�': 1878 TOP OF WATER ELEVATION ON 1 =1zsgVI OU . 67. 0 HDA - �1�XC_j �// 9/22/2019 = 044.8 NAVD88 t 'zszz �Z I -..� ` _ • - i t J'� 9P so nHwL = 944.9 NcvD29 -� i 1 �� 7 / (MN DNR LAKEFINDER) s5< �< <3 5 C P/TUMl , h�. -_ T - 2835 _' "_ - - - 783F� \. RETAINING-".. gPa.e5�2824 ! S �- O� RAIL ' = �I 971.8 - - - 976 x // J WALL � - - 970 972 1 968 - C 0900Ct _ - - BIOFILTER aPn. » 1+00 s GwEsr- Ee / / / HWL - 971.3 F > unu EASEMENT p� BOT - 967.5 LOT 1 l� \ _41v' BLOCK _�L 5 AlN1NG 1AL-�� (M - -�� +- - - -r DDC. NO. 399348 SEE DETAIL SHEET 5 TOP OF TOP=974.0 RETAINING WALL \ / BERM=971.8 TOP=974.0 � BOT -971.0 BOT=971.0 II I EOF PROFILE WOOD SEE DETAIL 946.81 CF -662 9 / m � I 3 og BENCHMARK: z �� - / �r I RIM OF SANITARY SEWER MANHOLE A IN COUNTRY OAKS DRIVE, IN �� 55-Tf LANE GOA: !!%T A �/' i X1/ 3 / /! , FRONT OF LOT 1, BLOCK 2 ' S` r1 1 o Rz. �69z 7 COUNTRY OAKS, ELEV=976.62 93s�594.� - - f/ - = - M EWAS H TA yy n S 1 - i' e r�tF'�660`2 I / DRAINAGE AND UTILITY � / � / ' EASEMENT I= - -- - - - - -- 1. i LOT Lo��- -- 7 660 ;! ✓ i �� ! a / 0 0 �TF<A TFOF �O I I I L U I SEE SHEET 10 FOR GRADING G 30 60 T ! NOTES GRAPHIC SCALE IN FEET m 1 05/18/2020 POND OUTLET •Civil Engineering•Land Planning I hereby certify that this plan, specification PROJECT NO: i N CAMPION 9 or report has been prepared by me or BOYLAN SHORES GRADING PLAN 1800 Pioneer Creek Center, g under my direct supervision and that 19-031 P.O. Bax 249 LAKETOWN HOMES s ENGIN Maple Plain, MN 55359 I am a duly 'censed ofessional Engineer SERVICES INC. Phone: 763-479-5172 un the I State of Minnesota. NO. DATE DESCRIPTION Fax: 763ampion 242p g 05 18 2020 CHANHASSEN MN SHEET NO. 6 "! 10 SHEETS DAT04/17/2020 REVISIONS E -Mail: mcam ion®cam ionen com artin P. Campion - ic. 19901 Date: ii d nll a EMAIL: DWI LLENBRINGHOME@GMAILCOM EDGE OF ASPHALT--- SANITARY SEWER I EDGE OF. GRAVEL I WATERMAIN CONTRACTOR EXISTING EASEMENT LINE DIII _Q CULVERT SWPPP DESIGNER NAME: v EXISTING/BACKGROUND PROP. LINE CAMPION ENGINEERING SERVICES INC. CONTACT: _ _ __ 1 - SURIYED BOUNDARY LINE Os SANITARY SEWER MANHOLE T MARTY CAMPION ADDRESS:EXISTING GROUND cororouR_ - STORM SEWER MANHOLE CTI 1800 PIONEER CREEK CENTER BUILDING - • ������ 1 ® STORM SEWER CATCH BASIN MAPLE PLAIN, MN 55359 PHONE: 0 SET MONUMENT - "" WATER GATE VALVE Q PHONE: 763.479.5172 I I • FOUND MONUMENT 1 Q EMAIL MCAMPION@CAMPIONENG.COM ' j HYDRANT WATER GATE VALVE l [1� COMMUNICATIONS PEDESTAL — EXISTING TREE LINE ® ELECTRICAL PEDESTAL EM ELECTRIC METER INLET PROTECTION / — YYYY I 1 � ELECTRIC TRANSFORMER __— - _ TRAFFIC SIGN I G L E 1\1 G A !_ j LIGHT POLE _ I � I �' \ \ ROCK CONSTRUCTION T T - — G ,7=73 DECIDUOUS TREE ENTRANCE OT 3 —�� 0 D - -- — .i.z4 ✓� CONIFEROUS TREE SILT FEN ' IT RIM - 280- / 650 INV n _ EP _ _ P9 22 \� ° 8 E9 59 [. X65 �_.. _ 2°�Gi— i J I9 ' I C _ _- _-� - % FP r'� +G8- ter- f� � 28/4 � 9875 109 _. �l / 916. P rn G=982.0 9�N� CO R-7// N�/ e TF=982.3 �OCK NST UCTIO Y, - Q LL -974-0 ENTRANCE 50 / / c 26os yJO� �i PER CITY DETAIL PLATE #5307 - a e IN RIM -977 79 NV 965.8 VERIFY WHAT THIS MANHOLE IS AND DIRECTION NO. I DATE > j 4e sy l /INSTALL SILT FENCE P 1 - HAP- 1 ° xr= 1� CO ���' f 781, �t n_a - _ 5 ti 6f fr0V 'SDR 26 71.0 m. AROUND POND / i � ' � - �- IMMEDIATELY AFTEj/ 9j4 8 s FA OFF �� gl� -GRADING OCKPILE L� o - ' REFER TO SHEET 10 / PRESENT SHORELINE �e19, G=981�0 a FOR 9�®1TIONAL �z" 46 - L017 TF=981.3 29ND GRADING AN o.. 1325 Si W LL=973.0 STABILIZATIO _ I 20Q WO = 9�1 P - � �� ��� 877 m§3 v X976=9 , 3 Q?� EO w 6- 7 LD WITH OUTLET028i6 .6 96/b 'HAI�'2 LL-973'.\3- rp— 7 ' - i O WC TP OF WArEN ELEVATION ON 8/22/2019 = 944.8 NAVD88 - - I-968 �/4} 771 / -�i 9 5.86 �� OHWL - 944.5 N6VC 60 _ _2834 w&42— IT._� _ 4 Jti.J2/84 -2 (MN DNR LAKEFINDER �_ ., 8 _C -604 �' »>::: x183 - - 5 �? a 817 /TZi _r 88E 1 RETAINING - - — - J g�ti ` -42 _ WALL- -- — — — X71.8 — — 976 970 - - 972 0D as / ° 968�ass 8— 2774 �_ fZ- -285`i 670.7" 27.9 _ �. /, (...,2884 I / ��85 �' C� .- 28;4 °) ..r -- � al �. 2778 <,1027,y�llLO 7 C -� APRR.Oh7 ATE LOCATION ( -_ Q 6 GWE T, ev )NL_ MU�- UTlLI7Y EAtiFlvO VT E / o DOC. NO. 389 48 B L O � �: m�� X `% % s D F / ,� ��� , ��� H WOOD /��� STEFS g6� WALc` �� i � 9468, -662CP/ t - LAK E M N N EWAS HTA -SOUTH LINE ''OV. LpT /� �of I I� l / S89'38'46oE 59 S Ti76-P a ,, �- DRAINAGE AND UTILITY — — — — —I EASEMENNT PLAT s LOT �' G� V LC>,�--'5 i SLDCK 1 BLCCK 2 / - n PI ) % C / BENC R I i 1 I i v vOS v 1 -- �" OUTLET N • Civil Engineering • Land Planning I hereby certify that this plan, specification CAMPION or report has been prepared by me or 1800 Pioneer Creek Center, under my direct supervision and that P.O. Box 249 ENGINEERING Maple Plain, MN 55356 I am a duly 'censed ofessional Engineer SERVICES INC. Phone: 763-479-5172 un the I State of Minnesota. DESCRIPTION ° Fax: 763-479-4242 05/18/202 REVISIONS E -Mail: mcampion®compioneng.com artin P. Cam ion - ic. 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN HMA K. RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 N - SEE SHEET 10 FOR SWPPP 0 30 60 NOTES GRAPHIC SCALE IN FEET STORM WATER POLLUTION PROJECT NO: PREVENTION PLAN 19-031 NAT SHEET N0. 7 OF 10 SHEETS 04/17/2020 LEGEND GLENDALE DRIVE OWNER/DEVELOPER EROSION CONTROL INSTALLER EROSION CONTROL QUANTITIES: x FTORM'SENFS EW# sOO PROPOSED CONTOURS -- - - - -- LAKETOWN HOMES NAME: > - / --- ------ EASEMENT LINE _ IIA G _ CQNNT CT: - -_ �1TE RESTORATION = TB -AG - - - sANrARrE ': WATERMA/N EWER - - - -- SEfBAEK`s-- -- — - - -- - -I - 5-36_ BEACFiCQM13ER BLVD _ _,DgRESS:- - - _ SILT FENCE = 1605 LF - UNDERGROUND -GAS LINE WET DELINEATED WETLAND EDGE - --\ ----, • • WACONIA, MN 55387 INLET PROTECTION = 2 EA ,M u2E-YGROv�q COMMUNICATION LINE PHONE: 1952.715.2926 PHONE ROCK CONSTRUCTION ENTRANCE = 1 EA E UNDERGROUAU ELECTRIC LINE �� ��_ STORM SEWER ii d nll a EMAIL: DWI LLENBRINGHOME@GMAILCOM EDGE OF ASPHALT--- SANITARY SEWER I EDGE OF. GRAVEL I WATERMAIN CONTRACTOR EXISTING EASEMENT LINE DIII _Q CULVERT SWPPP DESIGNER NAME: v EXISTING/BACKGROUND PROP. LINE CAMPION ENGINEERING SERVICES INC. CONTACT: _ _ __ 1 - SURIYED BOUNDARY LINE Os SANITARY SEWER MANHOLE T MARTY CAMPION ADDRESS:EXISTING GROUND cororouR_ - STORM SEWER MANHOLE CTI 1800 PIONEER CREEK CENTER BUILDING - • ������ 1 ® STORM SEWER CATCH BASIN MAPLE PLAIN, MN 55359 PHONE: 0 SET MONUMENT - "" WATER GATE VALVE Q PHONE: 763.479.5172 I I • FOUND MONUMENT 1 Q EMAIL MCAMPION@CAMPIONENG.COM ' j HYDRANT WATER GATE VALVE l [1� COMMUNICATIONS PEDESTAL — EXISTING TREE LINE ® ELECTRICAL PEDESTAL EM ELECTRIC METER INLET PROTECTION / — YYYY I 1 � ELECTRIC TRANSFORMER __— - _ TRAFFIC SIGN I G L E 1\1 G A !_ j LIGHT POLE _ I � I �' \ \ ROCK CONSTRUCTION T T - — G ,7=73 DECIDUOUS TREE ENTRANCE OT 3 —�� 0 D - -- — .i.z4 ✓� CONIFEROUS TREE SILT FEN ' IT RIM - 280- / 650 INV n _ EP _ _ P9 22 \� ° 8 E9 59 [. X65 �_.. _ 2°�Gi— i J I9 ' I C _ _- _-� - % FP r'� +G8- ter- f� � 28/4 � 9875 109 _. �l / 916. P rn G=982.0 9�N� CO R-7// N�/ e TF=982.3 �OCK NST UCTIO Y, - Q LL -974-0 ENTRANCE 50 / / c 26os yJO� �i PER CITY DETAIL PLATE #5307 - a e IN RIM -977 79 NV 965.8 VERIFY WHAT THIS MANHOLE IS AND DIRECTION NO. I DATE > j 4e sy l /INSTALL SILT FENCE P 1 - HAP- 1 ° xr= 1� CO ���' f 781, �t n_a - _ 5 ti 6f fr0V 'SDR 26 71.0 m. AROUND POND / i � ' � - �- IMMEDIATELY AFTEj/ 9j4 8 s FA OFF �� gl� -GRADING OCKPILE L� o - ' REFER TO SHEET 10 / PRESENT SHORELINE �e19, G=981�0 a FOR 9�®1TIONAL �z" 46 - L017 TF=981.3 29ND GRADING AN o.. 1325 Si W LL=973.0 STABILIZATIO _ I 20Q WO = 9�1 P - � �� ��� 877 m§3 v X976=9 , 3 Q?� EO w 6- 7 LD WITH OUTLET028i6 .6 96/b 'HAI�'2 LL-973'.\3- rp— 7 ' - i O WC TP OF WArEN ELEVATION ON 8/22/2019 = 944.8 NAVD88 - - I-968 �/4} 771 / -�i 9 5.86 �� OHWL - 944.5 N6VC 60 _ _2834 w&42— IT._� _ 4 Jti.J2/84 -2 (MN DNR LAKEFINDER �_ ., 8 _C -604 �' »>::: x183 - - 5 �? a 817 /TZi _r 88E 1 RETAINING - - — - J g�ti ` -42 _ WALL- -- — — — X71.8 — — 976 970 - - 972 0D as / ° 968�ass 8— 2774 �_ fZ- -285`i 670.7" 27.9 _ �. /, (...,2884 I / ��85 �' C� .- 28;4 °) ..r -- � al �. 2778 <,1027,y�llLO 7 C -� APRR.Oh7 ATE LOCATION ( -_ Q 6 GWE T, ev )NL_ MU�- UTlLI7Y EAtiFlvO VT E / o DOC. NO. 389 48 B L O � �: m�� X `% % s D F / ,� ��� , ��� H WOOD /��� STEFS g6� WALc` �� i � 9468, -662CP/ t - LAK E M N N EWAS HTA -SOUTH LINE ''OV. LpT /� �of I I� l / S89'38'46oE 59 S Ti76-P a ,, �- DRAINAGE AND UTILITY — — — — —I EASEMENNT PLAT s LOT �' G� V LC>,�--'5 i SLDCK 1 BLCCK 2 / - n PI ) % C / BENC R I i 1 I i v vOS v 1 -- �" OUTLET N • Civil Engineering • Land Planning I hereby certify that this plan, specification CAMPION or report has been prepared by me or 1800 Pioneer Creek Center, under my direct supervision and that P.O. Box 249 ENGINEERING Maple Plain, MN 55356 I am a duly 'censed ofessional Engineer SERVICES INC. Phone: 763-479-5172 un the I State of Minnesota. DESCRIPTION ° Fax: 763-479-4242 05/18/202 REVISIONS E -Mail: mcampion®compioneng.com artin P. Cam ion - ic. 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN HMA K. RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 N - SEE SHEET 10 FOR SWPPP 0 30 60 NOTES GRAPHIC SCALE IN FEET STORM WATER POLLUTION PROJECT NO: PREVENTION PLAN 19-031 NAT SHEET N0. 7 OF 10 SHEETS 04/17/2020 a L L Tree Tag DBH Common Name Scientific Name Notes 2771 20 Box Elder Acernegundo half of crown missing 2772 18 Box Elder Acernegundo 2773 26 Box Elder Acernegundo 2774 10 Box Elder Acernegundo 25% of crown is dead 2775 17 Box Elder Acernegundo 2776 16 Box Elder Acernegundo 2777 20 Box Elder Acernegundo 2778 14 Box Elder Acernegundo major decay at base 2779 12 Box Elder Acernegundo 2780 29 Sugar Maple Acersacchorum 2781 24,24 Sugar Maple Acersaccharum major decay at base, large limb damage 2782 1 30 Sugar Maple Acersaccharum some decay at main crotch 8' up from base 2783 36 Sugar Maple Acersaccharum 90•0Atop missing 2784 16 Box Elder Acernegundo 2785 17 Sugar Maple Acersaccharum 2786 36 Sugar Maple Acersaccharum major internal decay along trunk, hollow 2787 38 Sugar Maple Acersaccharum 70% top missing, major decay at base 2788 16,15 Black Walnut Juglans nigra 2789 14 Box Elder Acernegundo 2790 15,10 Box Elder Acernegundo 2791 18,16,12 Box Elder Acernegundo 2792 14,12 Box Elder Acernegundo 14' has majordecay alongtrunk 2793 11 American Elm Ulmusamericano 2794 15 Bitternut Hickory Caryacordiformis 2795 13 Box Elder Acernegundo 2796 11 Box Elder Acernegundo 2797 10 Black Walnut luglansnigra 2798 20 Box Elder Acernegundo 2799 10 American Elm Ulmus americana 2800 10 Box Elder Acernegundo 25% top dieback 2801 13 Green Ash Fraxinus pennsyvanica 2802 42 Cottonwood Populus deltoides major decay along trunk 2803 26 Red Oak Quercus rubra 2804 14 Box Elder Acernegundo 2805 20 Box Elder Acernegundo 2806 12 Box Elder Acernegundo 2807 28 Box Elder Acernegundo decay at base 2808 19 Sugar Maple Acersaccharum 2809 13 Box Elder Acernegundo decay at base Tree Tag DBH Common Name Scientific Name Notes 2810 14 Black Walnut luglansnigra 8.60°A 2811 11 Black Walnut luglansnigra 2812 10 Box Elder Acernegundo 2813 17 Box Elder Acernegundo 25% of crown is dead 2814 11 Black Walnut luglansnigra 2815 10 Green Ash Fraxinus pennsyvanica 2816 10 Box Elder Acernegundo 2817 16 Green Ash Fraxinus pennsyvanica major decay at base 2818 20 Red Oak Quercus rubra 2819 20 Black Walnut luglansnigra 2820 22 American Elm Ulmus americana 2821 15 Box Elder Acernegundo 801/o dead 2822 10 Green Ash Fraxinus pennsyvanica 2823 11 Green Ash Fraxinus pennsyvanica 2824 13 Green Ash Fraxinus pennsyvanica 2825 10 Green Ash Fraxinus pennsyvanica 2826 24 Black Walnut luglansnigra 2827 10 Green Ash Fraxinus pennsyvanica 2828 12 Green Ash Fraxinus pennsyvanica 2829 11 Box Elder Acernegundo 2830 15 Box Elder Acernegundo 2831 18 Box Elder Acernegundo 2832 14 Box Elder Acernegundo 2833 17 Green Ash Fraxinus pennsyvanica 2834 14 Green Ash Fraxinus pennsyvanica 2835 16 Green Ash Fraxinus pennsyvanica 2836 18 Green Ash Fraxinus pennsyvanica 2837 11 American Elm Ulmus amen cano 2838 16 Green Ash Fraxinus pennsyvanica 2839 15 Box Elder Acernegundo 25% top dieback 2840 26 Willow Salix sp. 2841 11 Green Ash Fraxinus pennsyvanica major decay along trunk 2842 14,13 Box Elder Acernegundo 2843 24,23 Willow Salix sp. 2844 12 Box Elder Acernegundo 2845 20 Box Elder Acernegundo 2846 15 113ox Elder Acernegundo 2847 10 Box Elder Acernegundo 2848 24 Box Elder Acernegundo decay at base 2849 24 1 Box Elder lAcernegundo Tree Tag DBH Common Name Scientific Name Notes 2850 16 Box Elder Acernegundo 8.60°A 2851 55 Cottonwood Populus deltoides 2852 28 Willow Salix sp. 2853 16 Box Elder Acernegundo 2854 19,16 Box Elder Acernegundo 2855 20 Box Elder Acernegundo 2856 17 Box Elder Acernegundo 2857 13 Box Elder Acernegundo major decay at base 2858 18 Box Elder Acernegundo 2859 16 Box Elder Acernegundo 2860 18 Box Elder Acernegundo 2861 21 Box Elder Acernegundo 2862 20 Green Ash Fraxinus pennsyvanica 2863 15 Box Elder Acernegundo 2864 18 American Elm Ulmus americana 2865 16 Box Elder Acernegundo 2866 10 Sugar Maple Acersaccharum 2867 10 Sugar Maple Acersaccharum 2868 33 Bur Oak Quercus macrocarpa 2869 14 American Elm Ulm us americana 2870 10,10 Basswood Tilia americana 2871 19 Basswood Tilia americana 2872 10,10 Basswood Tilia americana 2873 18,18 Willow Salix sp. 2874 16 Green Ash Fraxinus pennsyvanica 2875 14 Green Ash Fraxinus pennsyvanica 2876 12,12 Green Ash Fraxinus pennsyvanica 2877 12 Basswood Tilia americana 2878 it American Elm Ulmus americana 2879 38 Red Oak Quercus rubra 25% top dieback 2880 10,10 Basswood Tilia americana 2881 12 Basswood Tilioamericano major decay along trunk 2882 10 Basswood Tilia americana 2883 28 Red Oak Quercus rubra 2884 10 American Elm Ulmus americana 2885 10 American Elm Ulmus americana 2886 10 Green Ash Fraxinus pennsyvanica 2887 10 Basswood Tilia americana TOTALINCHES 1803 LEGEND 0 2790 DENOTES TREE LOCATION & TREE ID CANOPY OF TREE AREA N! 0711'' 0 � 2 875 A rl r 2873 7 S, CANOPY COVERAGE CALCULATIONS TAL SITE AREA 2.71 AC ISTING CANOPY COVERAGE 1.59AC SELINECANOPY COVERAGE (1.59/2.71) 59% NIMUM CANOPY COVERAGE 35% NOPYCPVERAGEAFTER GRADING 8.60°A QUIRED TREE REPLACEMENT 26.40% QUIRED TREES* 29 '1(26.4 X 2. SF PER TREE BENCHMARK: RIM OF SANITARY SEWER MANHOLE IN COUNTRY OAKS DRIVE, IN FRONT OF LOT 1, BLOCK 2 COUNTRY OAKS, ELEV=976.62 N x �j 4 0 30 60 GRAPHIC SCALE IN FEET 1 05/18/2020 POND OUTLET N • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT NO: -- - CAMPION or report has been prepared by me or BOYLAN SHORES TREE INVENTORY / REMOVAL PLAN 1800 Pioneer Creek Center, under my direct supervision and that P.O. Bax 249 LAKETOWN HOMES 19-031 ENGINEERING Maple Plain, MN 55359 1 am a duly 'censed ofessional Engineer SERVICES INC. Phone: 763-479-5172 un the I State of Minnesota. N0. DATE DESCRIPTION Fax: 763ompion 242 1 18 20: CHANHASSEN MN SHEET N O. 8 O E 10 SHEETS DAT04/17/2020 REVISIONS E—Mail: mcampionC�campioneng.com Martin P. Campion —tic. # 19901 Date: , 311 -3II HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION WATER Tyler No. 6860 7.5' Minimum cover required Mueller No. H-10361 over top of water main. Street PL Bibby -Ste -Croix No. B-5160 ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY pg�U � Provide Valve Stem Risers Variable I Easement To Within 4" Of The Surface DROP LID If The Distance From 6' Metal fence post I Variable The Top Nut Of The Valve To THE HYDRANT MARKER SHALL BE A I denoting curb box, I The Surface Is Greater Than 8'. SPRING MOUNTED STAINLESS STEEL OR I Grade ALUMINUM ROD 5' IN OVERALL LENGTH, top 6' painted blue. FOR SIDE MOUNT APPLICATION. USING RED i --r' & WHITE REFLECTIVE TAPE WRAPPING. L- -J Adjust top to 3/4" below INSTALL MAGNETIZED EXISTING OR FUTURE I Curb box with 1 1/4" ; Tyler No. 6860 26" grade. Box to be set to TRACER BOX (SNAKE CURB OR GUTTER LINE standpipe and stationary rod Mueller No. H-10361 26" provide 12" of adjustment. PIT) GROUNDING ANODE HYDRANT i M Bibby -Ste -Croix No. V8502 27" AND TRACER WIRING AS , VALVE BOX STREET NEEDED PER DETAILS --- , 5500.5501,5502,5505 TOP Tyler No. 6860 18" MIN. Mueller No. H-10357 -4 to 6" 2.0x Bibby -Ste -Croix B-5001 z Water Service Tyler No. 58 14" Gate valve box, screw type, g 1" ID P HDPE Or _ No. 59 18" 3 piece, 5 1/4" shaft, size No. 60 24" G box, 7'-6 extended, HYDRANT SHOE AND 32'PEX Pipe 200 PSI rating Mueller No. 58 14" #6 round base BARREL SHALL BE - PLASTIC TRAPPED I� No. 59 20" PER SECTION PED ? AS RECIUIRED 10' TYPICAL 1"X1" Corporation Cock Bibby -Ste -Croix & BLOCKED TO a VB520 No. 57 9" Gate Valve Adapter: 1/4" VIRGIN SOILS o 0 z V13521 No. 58 14" Steel With Protective n ANODE BAG EXTENSION VB522 No. 59 20" Coating, 1/2" Rubber CITY WILL FURNISH Concrete brick support Gasket Installed Between ANODE BAG,STRAP TEE min. size 3' thick & 32 . _ VB523 No. 60 26" AND STAINLESS The Gate Valve And STEEL BAND TO Sq. In. o Gate Valve Adapter. BE INSTALLED BY Water Main Ter No. 6860 65" CONTRACTOR 6 C-900 6" C-900 1^ WITHOUT �- Mueller No. H-10361 65" Clow, Mueller or ADDITIONAL 1°' Bibby -Ste -Croix No. V8516 60" Approved Equal COMPENSATION. Resiliant Wedge Valve 1 CUBIC YARD OF GATE VALVE 9 AWWA 1 1 2 CLEAR ROCK WITH ADAPTER Conforming St o / Valve and Bax to be C-509 Standards With ANb 2 LAYERS OF NOTES: plastic wrapped per Stainless Steel Nuts POLYETHYLENE (4 MIL.)BOTTOM section 2.030 & Bolts and 2" BONCR T SOLD 1. Do not plug end of curb stop. NOTES: CONCRETE BLOCKS) 2. Add 6" crimped pigtail to curb stop. Bronze Operating Nut. 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH 3. The service line between the main shutoff corp. and curb box shall be one A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. Continuous seemlees piece of pipe, couplers will not be permitted 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD 4. Corporation cock to be of the quick compression type as stated in section AS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS. + + 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 2.11 of the watermain specifications. "r'�" °` S. ALL JOINTS SHALL BE RESTRAINED VIA MEGA-LUGSMECHANICAL JOINT O BE 1 2- j. All taps require use of stainless steel saddles on all mains. 6. ALL HYDRANT TO BE PLUMB 70 VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" P q 8"x8"x16" Concrete Block PER FOOT OF HYDRANT. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. 2.14 of the watermain specifications. 8. HYDRANT SHOE AND BARREL SHALL BE PLASTIC WRAPPED PER SPECIFICATION 2.03A 7. Install Tracer Wire System as per Detail Plate 5505. ��0r TYPICAL GATE VALVE C�OF HYDRANT �V TYPICAL ME=AND BOX INSTALLATION p am= INSTALLATION r WATER REVISED: 3-16 PLATE NO: SERVICE FILE NAME: G: ENG SPECS 1006 ENGINEERING DEPARTMENT 1006 REVISED: 9-19 PLATE No.: ENGINEERING DEPARTMENT 1004 REVISED: 12-19 PLATE NO.: G` FILE NAME: ENG SPECS 1004 ENGINEERING DEPARTMENT 1005 FILE NAME: G: \ENG\SPECS\1005 Manhole Casting, Lid and Adjusting Rings (See Plates 2110 & 2111) -6" Concrete Collar Manhole steps shall be Neenah R -1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. > 4'-0" Pipe shall be cut off 4" from the 5„ inside face of the manhole wall. I J -Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base slab is 6" for 14' depth or less and increases to a minimum slab thickness of 8" at depths greater than 14' or if the structure is larger then 48" diameter. NOTE: 1. All dog houses shall be grouted both inside and outside of the structure. 2. When the manhole or catch basin structure is constructed outside of the traveled roadway a witness post and sign (MH) shall be installed next to the MH. 3. If a sump MH is required, a minimum sump depth of 4' shall be constructed below the lowest pipe invert in the structure. CITIOF ��Up�pc STANDARD STORM MANHOLE REVISED: 10-16 �IIHIIIIB►iL1�11 PLATE NO.: ENGINEERING DEPARTMENT 3100 FILE NAME: G: ENG SPECS 3100 �.[1 05 18/2020 I POND OUTLET 3 0. Y NO. DATE DESCRIPTION REVISIONS 6" 1 Distance to rL variable 1/2 3"r 1/2"r Top Bituminous Material slope 0 3 4' er ft MnDOT B618 Concrete Curb and Gutter I �6' Distance to variable 3"r 1/2„r Top Bituminous Material 3 slope Lo 3/4' per Mri 8612 Concrete Curb and Gutter ae � N 8" 12" NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" Top Bituminous Material 68"R N � o 1/2 N d. \ 17 1/2" 10 1/2" Surmountable Concrete Curb and Gutter � d�28" -+ 4" I �' 1 1/8"r Bituminous Surface C"I Bituminous Curb NNN 4" Shoe Formed CfffOr TYPICAL CURB MMSEN AND GUTTER REVISED: 10-16 PLATE NO.: ENGINEERING DEPARTMENT 5203 FILE NAME: G:\ENG\SPECS\5203 N CAMPION ENGINEERING SERVICES, INC • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcampion@campioneng.com CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NOTES: 1. SIGNS TO BE A MINIMUM OF 12" X 18". 2. RED ON WHITE IS PREFFERED. 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A MINIMUM OF 24" BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Cff10F I FIRE LANE m91ID8►lrlfili SIGNAGE REVISED: 1 - 10 PLATE NO.: FILE NAME: G:\ENG\SPECS\5218 ENGINEERING DEPARTMENT 5218 I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly icensed ofessional Engineer un the I State of Minnesota. 05 18 2020 artin P. Campion -tic. # 19901 Date: CL PL VARIABLE i D&U EASEMENT i VARIABLE SERVICE MARKERS SHALL BE METAL TEE POSTS INSTALLED FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED GREEN.(SEE NOTE #2 BELOW) 1 --J__ j 3' n. w O OVERLAP ON TEE POSTS c a WYE PLUGGED END + La 45 DEGREE BEND ° w w J _-_-_-_---- 6" PVC SDR -26 PIPE MIN. SLOPE 1f4" PER FOOT _ __ - L1/2 PIPE DIAMETER MIN. SANITARY SEWER GRAVITY MAIN NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE FINISHED GRADE AND PAINT TOP 6" OF POST FLUORESCENT GREEN PAINT. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER AGGREGATE (3149.2-H). 5. INSTALL TRACER WIRE SYSTEM PER SPEC'S - DETAIL PLATE 5507. 6. WHEN A SIDEWALK OR TRAIL IS PRESENT IN THE BLVD. THE SERVICE MAY BE EXTENDED INTO THE D&U EASEMENT WITH THE CITY ENGINEERS APPROVAL. CTffOF TYPICAL SANITARY �lll SEWER SERVICE �EN ( LESS THAN 16' DEEP) REVISED: 11-19 PLATE NO.: FILE NAME: G:\ENG\SPECS\2001 I ENGINEERING DEPARTMENT 2001 BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN 2% I 2% 0111 - 3 I 0 3 Expansion Joint (25' Transition) 3" up from bottom and 6" from sides. Expansion Joint Tipout Gutter 36" �3/4" slope per foot ° ° 4 ° 4 °6„ ° n v '0 8" ° °. V ° ° Class 5 oggregate base 4-#4 Rebar SECTION A -A No Scale NOTES: 1. 1/2" Preformed joint filler material - AASHTO M213. 2. Contraction Joints 8' O.C. in Cross Gutter. 3. Max. Spacing for #4 rebar is 2' on centers for wings. aff OF STREET INTERSECTION COMM CONCRETE VALLEY GUTTER REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 1 5206 „ .._. + -.070-M a I 6" TOPSOIL RESPREAD- SEED, FERTILIZE, MULCH & DISC ANCHOR 1.5" BITUMINOUS WEARING COURSE SPWEA340C BITUMINOUS TACK COAT 2" BITUMINOUS NON -WEARING COURSE SPNWB330C 6" CLASS 5 AGGREGATE BASE COURSE PRIVATE DRIVE SECTION DETAILS PROJECT NO: 19-031 SHEET NO. 9 OF 10 SHEETS DAT 04/17/2020 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST CALL 48 HOURS BEFORE DIGGING: AT 6 FT. MAX. SPACING T GEQAT 6 FT. MAX. SPACING SEDIMENT TRAP GOPHER STATE ONE CALL TFABRIC PLASTIC ZIP TIES 36WIDE WIDE FABRIC GEOTEXTILE WIDE TWIN CITY AREA 651-454-0002 EROSION/SILTATION CONTROL (50 LB. TENSILE) PLASTIC ZIP TIES MN. TOLL FREE 1-800-252-1166 (50 LB. TENSILE) AERIC ANCHORAGE LOCATED IN TOP 8" TIRE COMPACTION ZONE LOCATED IN TOP 8"" WITH H.BAACKFILL MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH NTAMPED ATURAL SOIL ESS BROS., CORCORAN, MN. OR EQUAL MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS FLOW FLOW FLOW FLOW GENERAL NOTES OF THE CITY. w � - �F 6"MIN. 2. THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL z� o� Zo __T SPECIFICATIONS AND STANDARDS DESIGN LOADS 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. REQUIREMENTS OF THE MPCA NPDES PHASE II PERMIT FOR o� gm s"MIN. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY MACHINE SLICE ow asc IAANuu of s1rFi CONSMUCTION, an+ EDmoH. ALLaxARLE Axle WEIGHT Low N/A DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR F �0 8' - 12" DEPTH r AWS STR RA MN CODE- L 01.1-94. SaE FACTOR N/A PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY 29 CFR 1926 - 0SHA c.rm AND HEALTH cT NDARD WATER Fl W RATE (THROUGH TYPE FF nLTER) 0.707 CFS 0 3' HIM DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY 1 2 ?'o w IMUM OVERFLOW RATE 5.94 cFs o 15• HEAD PHASES OF THIS PROJECT. OF THIS PERMIT AND AGREES TO ABIDE BY THEM. Pu$�\O 3. 48CONTRACTOR MUST CONTACT ALL HOURSAPPROPRIATE COMPANIES TLEAST 3. ECONTRACTOR SHALL PERFORM Y CORRECTIVE BEFORE ANY EXXCAVATION TOREQUEST EXACT FIELDLOCATIONOFBYTHE CITY ORTHEMPCA WITH N 24HO RS OF NOTIFICATION. CATIORDERED ON.A ALSO, 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC 1"-2" CLEAN CRUSHED ROCK M 0 D E L. C G 2 3 EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER AT 6 FT. MAX. SPACING 36" WIDE RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS THE CITY OR THE MPCA SHALL BE INSTALLED WITHIN 24 HOURS OF STAPLES SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED NOTIFICATION. FABRIC ANCHORAGE TRENCH. BACKFILL BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 4. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN WITH TAMPED NATURAL SOIL is 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR ~ S DEFLECTOR PLATE BE AND �z FLow O 4,,, CONSTRUCTION O 4i/ REOSPONSIB�IONFORACONDTIONSEONONHRE JOB SITE, INCLUDING NCLUDNGYSAFETY OFALLC�EANED.SHALL BE REMOVALRFROMEDEXSFTING PAVEMENTSER EACH RAIN AND SHALLFFBETED AREAS ACCOMPLSHED a w - .- ti OVERFLOW 1 - CENTER OF FILTER ASSEMBLY z a z lFti l OVERFLOW 2 - TOP OF CURB BOX PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS BY SWEEPING. m 6' SILT TCFE OUR OSBE PLACED DC�h ��GT REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR SLOPE/GRADEON A` AY 10" FILTER ASSEMBLY AND LENGTH CRITERIA BELOW O A. WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK w IN. 6"MIN.DEPTH FOR ROCK Q o0 ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH ly Q CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED 10"MIN.DEPTH FOR WOODCHIPS 00 h'O TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES SILT FENCE, PREASSEMBLED 1 2 VARA SLOPE Cys IN, ON OR NEAR THE CONSTRUCTION SITE. GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE CURB OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT 00 TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER \M M SLOPE GRADE MAX LENGTH V SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE LESS THAN 2% 100 FEET OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT 75 FEET 18" MINIMUM CUT OFF BERM 2O NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE TO PROTECT PROPERTY AND IMPROVEMENTS. 5 -10%% 50 FEET TO MINIMIZE RUNOFF FROM SITE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 6. ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH NOTES: 10 - 20 % 25 FEET 6, THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE SILT FENCE PER MNOOT SPECS, SOURCE 2005 GREATER THAN 20% 15 FEET TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SEE SPECS. 2573 & 3886. FILTER FABRIC CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING LOCATION OF SILT FENCE CG -23 HIGH-FLOW SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER MACHINERY, DRIVING SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS To Protect Area From Sheet Flow FOR SEDIMENT CONTROL BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. HIGH-FLOW FABRIC VEHICLES, LEAKING OR SPILLING OF ANY -WASHOUT- OR OTHER TOXIC MATERIALS. O2 Maximum Contributing Area: 1 Acre 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND 7. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE MONITORING THE REQUIREMENT OF THE MPCA PERMIT. OPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL 8_ ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, ISLANDS AND VP.RIABLF_ 51 LF NOTES: TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 6 INCHES TOPSOIL, 1:6� 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS 8• PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE SILT FENCE NEAR TOE OF SEEDED AND MULCHED TYPE I . SEEDING SHALL BE IN ACCORDANCE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK REQUIRED ON THE SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED ( ) SLOPE OUTSIDE OF TO STOP MUD MIGRATION THROUGH ROCK. CLOGGED WITH SEDIMENT.TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING WITH MNDOT SPECIFICATION 2575, SEED MIX 25-142 ® 45 LBS/ACRE CONSTRUCTION LIMITS 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND LOCATION OF SILT FENCE IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING FOR PEREMITER CONTROL DETERMINE WHICH SECTIONS ARE UNSTABLE. CORRECTION OF THE SUBGRADE QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BE APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN ROCK CITYOF CATCH BASIN SOILS ENGINEER AND AS SPECIFIED. LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). Cfff OF 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MNDOT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALL CITYOF SILT CONSTRUCTION CHIMER SEDIMENT TRAP MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL BE USED FOR TEMPORARY SEEDING IF NEEDED. EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL 9. PONDS SHALL BE SEEDED WITH MNDOT SEED MIX 34-262 WITH FENCE ENTRANCE REVISED: 1-10 PLATE NO.: OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING HYDRAULIC MATRIX. ENGINEERING DEPARTMENT 5302A AGENCIES. PRIOR TO BEGINNING GRADING, HAUL ROUTES SHALL BE PROVIDED 10. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: REVISED: 1-10 PLATE NO.: FILE NAME: G:\ENG\SPECS\5302A TO THE CITY FOR REVIEW. THERE WILL BE NO HAULING DURING ROAD REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300 FILE NAME: G:\ENG\SPECS\5301 ENGINEERING DEPARTMENT 5301 RESTRICTIONS UNLESS APPROVED BY THE CITY. a.CTMTRACTOR SHALL SCHEDULE APRE-CONSTRUCTION MEETING WITH THE FILE NAME: G:\ENG\SPECS\5300 10, THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT IS THE CONTRACTOR'S b.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER ENTRANCE. LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE c. CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. STREET AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN d. CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER TO A TYPICAL BITUMINOUS PATCH DETAIL ACCORDANCE WITH THE SOILS REPORT. 11. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING OR STREET AREAS SHALL DIVERT SURFACE RUNOFF , TEMPORARY SEDIMENTATION PONDS. BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION 1" DIAMETER ROCK FILTER " " HORIZONTAL MEMBERS COMPACTION METHOD AS OUTLINED IN MN DOT 2105.31`2 OR AS DIRECTED BY ENTRANCE. WOODEN LATH SHALL BE NAILED 2 x 4 SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND THE SOILS ENGINEER. MN/DOT MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST TOLERANCING. USING 2-16D COMMON NAILS EXISTING BITUMIOUS SURFACE 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS g. INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT SURFACES. MATERIAL PLACED IN THE BUILDING AND STREET SHALL BE COMPACTED IN 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE o� DO 2" X 4" X 3' LONG MONOFILAMENT GEOTEXTILE ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MN/DOT ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION WOOD POSTS, 8 REQ'D. FABRIC AS PER MNDOT TABLE SAWCUT ALL BITUMINOUS EDGES. 2105.3F1. UNTIL ALL DISTURBED AREAS ARE STABILIZED. INLET PROTECTION SHALL ^Q �� 3886-1 (MACHINE SLICED). u (n P•) a. BE IN ACCORDANCE WITH CITY SPECIFICATIONS AND DETAIL PLATE #5302A. TOLERANCES: a p ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX / 7 �� a. THE STREET SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE 12• STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN R�4 Da���� ������ �' THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OFANY DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. b. AREAS WHICH WHERE MEASUREMENT TO EVE TOPSOIL SHALL BE GRADED TO WITHIN 0.20 FOOT 13. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, AT LOCATION 2" MNDOT 2360 SPWEA340C ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE SELECTED BY OWNER, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, ENGINEER. PRIOR TO COMPLETION OF THE PROJECT. NOTE: TACK COAT 2357 C. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1%z INCH OF THE SPECIFIED _ 14. INSTALL SILT FENCE AROUND POND UPON COMPLETION OF GRADING. SILT FENCE PER MNDOTD 2" MNDOT 2360 SPNWB3308 THICKNESS. 15. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE SPECIFICATIONS, SOURCE 200, NL 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE SIX INCHES OF UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL MACHINE SLICED WOVEN 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS BE REMOVED WITHIN 30 DAYS THEREAFTER. AREA INLET WITH IS OBTAINED. 16. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY MONOFILAMENT, 36" WIDE GRATE 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS FASTENED TO STEEL T -POSTS WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED, FENCED ON 8-tO" FABRIC FLAP- BURY OTHERWISE NOTED. THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM WITH 3 (50LB) TENSILE STRENGTH UNDER ROCK TO PREVENT 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE MATERIAL WILL PLASTIC ZIP TIES PER UNDERWASHING 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO BE ON SITE AND THE MANNER OF ITS PROPOSED USE. T-POST.(MACHINE SLICED) 4' MINIMUM _I ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT 17. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE _ PATCHING NOTES: AREAS. SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP 2" WASHED ROCK 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH 18. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. 1' DEEP X 2' WIDE CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. FOR ALL NATURAL AND PAVED AREAS. 18. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED 24 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 19. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED TO COMPLETE THE IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT SITE GRADING CONSTRUCTION OR AS DIRECTED BY THE SOILS ENGINEER. THE LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT 3. APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE CITYS WATER RESOURCES COORDINATOR, OR THEIR DESIGNEE, SHALL BE PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. RUNOFF 12" MATERIAL IN LIEU OF BASE COURSE MATERIAL. NOTIFIED 24 HOURS PRIOR TO BEGINNING DEWATERING. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE 4. USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 20. WITHIN SEVEN DAYS OF COMPLETING THE BASIN GRAIDING, THE SIDE SLOPES OF STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END 3 NOBS: 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. THE BASINS SHALL BE SEEDED WITH MNDOT SEED MIX 34-262 WITH HYDRAULIC OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EARTH -DISTURBING 24' MATRIX. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT a 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. AROUND THE INLET STRUCTURE WITH 6" MINIMUM STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE CLEARANCE TO EDGES OF STRUCTURE. SILT BOX 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING OR OTHER TO BE PLACED ON AN EVEN SURFACE 6" BELOW ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. FILTERED WATER CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. NON -VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION STRUCTURE OPENING. TOP OF SILT BOX To CAUTION NOTES: MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 7 DAY i EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 8. MNDOT 2360 -ORDINARY COMPACTION METHOD REQUIRED. TIMEFRAME. T SECTION A - A 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION 19. THE CONTRACTOR SHALL PROVIDE AND INSTALL A SWPPP MAILBOX OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF (INCIDENTAL). THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN �1r�p CITYOF SILT BOX SEDIMENT TRAP affOF TYPICAL STREET IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR Cll! OF OFFROAD CATCHBASIN ��� CBSSFiN COMPLETE. FILTER BARRIER PATCHING BITUMINOUS CLtll1L�fIlSPl11 THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF REVISED: 1-10 PLATE NO.: REVISED: 10-16 PLATE No.: UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ENGINEERING DEPARTMENT 5302G ENGINEERING DEPARTMENT 5202A REVISED: 2-10 PLATE NO.: FILE NAME: G:\ENG\SPECS\53O2A FILE NAME: G:\ENG\SPECS\5202A ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS FILE NAME: G:\ENG\SPECS\5302 ENGINEERING DEPARTMENT 5302 SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002 1 .11 N0. I DATE 11611, Z1Djl4:1l DESCRI AN CAMPION ENGINEERING SERVICES, INC • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcampion®campioneng.com I nereoy certlTy that tnls plan, speancatlo or report has been prepared by me or under my direct supervision and that I am a duly jIpicensedPyofessional Engineer UI I State of Minnesota. 05 18 202 artin P. Campion - ic. # 19901 Date: BOYLAN SHORES LAKETOWN HOMES CHANHASSEN, MN DETAILS & NOTES PROJECT NO: 19-031 SHEET NO. 10 10 SHEETS DAT04/17/2020 U CAMPBELL KNUTSON • • ON October 21, 2020 Roger N. Knutson Elliott B. Knetsch Joel J. Jamnik Mr. Erik Henricksen, Project Engineer Andrea McDowell Poehler c/o City of Chanhassen Soren M. Mattick P.O. Box 147 David S. Kendall Chanhassen, MN 55317 HenrvA. Schaeffer, III Alina Schwartz Shana N. Conklin Re: Boylan Shores plat / Laketown Builders, LLC James J. Monge, III Jerome M. Porter Dear Mr. Henricksen: Leah C.M. Koch Meagan K Kelley Enclosed please find the following original documents, regarding the above - Thomas J. Campbell* referenced matter, which were recorded with Carver County on August 13, 2020: *Retired 1. Development Contract recorded as Document Nos. A702306 / T214946; 2. Mortgage Holder Consent to Plat recorded as Document Nos. A702307; 3. Plat of Boylan Shores recorded as Document Nos. A702308 / T214947; 4. Declaration CIC No. 165 recorded as Document Nos. A702309 / T214948; 5. Stormwater Maintenance Agreement recorded as Document Nos. A702310 / T214949. Please let me know if you have any questions. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association Jean 21son, ssistant /Jmo Enclosures 212326vl Document Number: 7214946 Torrens Certificate: Listed Below Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy CS/TH Pkg ID: 7191025 Document Recording Fees $ 46.00 Additional Toners Cert $ 20.00 Document Total $ 66.00 Requesting Party: TITLE MARK LLC (WACONIA) Pages: 26 Current Torrens Certificates: 41271.0 41272.0 Document Number: A7O23O6 Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy CS/TH Pkg ID: 7191068 Document Recording Fees $ 46.00 ------------------------------' Document Total $ 46.00 Requesting Party: TITLE MARK LLC (WACONIA) Pages: 26 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) BOYLAN SHORES 6 a : �]�LI.�LI ►7`Ry AGREEMENT dated June 22, 2020 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Laketown Builders, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for BOYLAN SHORES (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 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 30 days after the City Council approves the plat. 3. 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 Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved May 22, 2020, prepared by Wenck Associates. Plan B: Grading, Drainage and Erosion Control Plan dated May 22, 2020, prepared by Campion Engineering Services, Inc. Plan C: Plans and Specifications for Improvements dated May 22, 2020, prepared by Campion Engineering Services, Inc... Plan D: Landscape Plan dated May 22, 2020, prepared by Campion Engineering Services, Inc. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2020. The Developer may, however, request an extension of time from the City Engineer. 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. 6. Security. To guarantee compliance with the terms of this Contract, 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 letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $198,330.79. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 50,847.50 Sanitary Sewer $ 7,591.00 Watermain $ 22,135.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 30,695.00 Streets $ 54,145.00 Sub -total, Construction Costs $165,41350 Engineering, surveying, and inspection (7% of construction costs) $ 11,578.95 Landscaping (2% of construction costs) $ 3,308.27 Sub -total, Other Costs $ 14,887.22 TOTAL COST OF PUBLIC IMPROVEMENTS $180,300.72 SECURITY AMOUNT 110% of 180,300.72 $198,330.79 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at SP -2 least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Dale Willenbring Laketown Builders, LLC PO BOX 89 Waconia, MN 55387 Phone: 612-501-8813 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES 1. A $198,330.79 letter of credit or escrow for the developer -installed improvements, the $27,734.41 cash administration fee and the fully -executed development contact must be submitted and shall be submitted prior to scheduling a pre -construction meeting. B. The developer agrees to implement the recommendations listed in the June 22, 2020 staff report. En ineering: The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. SP -3 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be Fled against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. An updated S WPPP shall be submitted as plans are finalized, when the contractor and their sub -contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. 6. The newly extended 6" C900 water main shall be publicly owned and maintained. 7. The applicant's contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 8. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. 9. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA's permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. 10. A stormwater management plan shall be reviewed and approved prior to recording of final plat. This is to ensure the stormwater management BMPs will adequately be encompassed by drainage and utility easements recorded with the final plat. 11. The applicant's contractors shall adhere to any coordination of construction activities required by the City as a Capital Improvement Project No. 20-02 (Minnewashta Parkway Rehabilitation) is scheduled to occur adjacent to the property in 2021. 12. The applicant shall provide design calculations that meet a 7 -ton design for review and approval by the City prior to approval of construction plans. 13. The provided stormwater model shall be updated to correctly identify the appropriate pipe type (HDPE not RCP) for the primary routing device (Device #1) of Pond 2P. 14. The final plat will not be recorded until all conveyance of real property to achieve the layout of Outlot A is secured as reflected in the final plat dated May 22, 2020. This includes conveyance of a portion of Outlot B (Glendale Drive Homes Subdivision) owned by the City and a portion of property owned by Lot 1 Block 2 Country Oaks. SPA Construction Plan Review: 1. On sheet 2 of 10: All existing utilities, both public and private, shall be shown on the existing conditions plans (e.g. the public storm sewer is not shown extending northeast along and under Minnewashta Parkway) to avoid conflicts with existing and proposed utilities; a note shall be added to the affect that erosion and sediment control BMPs shall be installed prior to removal and to direct the plan holder that the S WPPP is on Sheet 7 of 10. 2. On sheet 4 of 10: Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly (locate curb stops at property line and not D&U line); the sanitary sewer tap and lateral installation for Lot 3 shall occur prior to the Minnewashta Parkway Rehabilitation in 2021; the plan sheets should be updated to show the full extents of the property as depicted by the plat (e.g. the northwest corner does not extend to the property lines); the plan sheets should be updated to correctly illustrate the drainage and utility easements on Outlots as reflected on the final plat; Lot 3's sanitary sewer service WYE should be updated to 10"x6" to correctly reflect the size of main being tapped, this tap shall occur prior to the commencement of city Project No. 20-02 in 2021 and should be noted; the call -out and leader for Lot 2 "utilizing existing service" must be updated to clearly show only one service (sanitary) to remain; as a gate valve at the wet tap will be required for proper installation, no additional gate valves shall be located within the curb at Country Oaks Drive as illustrated; 3. On sheet 5 of 10: Add call -out or note for where the contractor can find the detail for the street construction, for clarity; the plans illustrate draintile to be installed underneath the 12"HDPE inlet pipe that connects to the outlet control structure and should be adjusted around the inlet pipe for constructability and future maintenance needs; the profile shows the connection to the existing catch basin within Minnewashta Parkway, update profile call -outs to identify existing catch basin type (2'x3') and ensure feasibility of connection; the storm manhole immediately upstream of the existing catch basin shall be relocated wholly outside public right-of-way; the bio retention trench detail shall be updated to include an impermeable liner around the BMP; the bio retention trench detail illustrates one foot of filter media while the stormwater management report calls out 18" to meet filtration requirements, plans shall be updated accordingly; the bio retention trench detail shall include elevations (e.g. as proposed the bottom of the ponded volume would be 967.5') 4. On sheet 6 of 10: Include in the legend a detail for the house pad call -outs (G (garage floor elevation), TF (top floor elevation), LL (lowest level elevation), WO (lowest opening)) for clarity.; add note that silt fence around pond after grading shall be installed, reference SWPPP sheet, for clarity. SP -5 5. On sheet 7 of 10: Plans shall be updated once a contractor and the erosion control installer is known; silt fence shall be adjusted to achieve "J -hooks" at construction entrance; illustrate construction entrance behind trail as trail is to remain open at all times; add note that the trail shall be cleaned/maintained to the maximum extent practicable; add note that when city Project No. 20-02 (Minnewashta Parkway Rehabilitation) begins the contractor shall adhere to any coordination of construction activities required by the City; add call -outs for "construction traffic ahead" signage along trail warning pedestrians of the construction entrance. 6. On sheet 8 of 10: It is difficult to easily identify tree call -outs and locations on the plans due to the colored image, update accordingly to achieve clarity. 7. On sheet 9 of 10: update call -out for topsoil to eliminate "mulch & disc anchor" due to the proximity to the lake and add "hydro -mulch" instead; illustrate both side slopes of road embankment to be 2% towards road, currently only the "right' side is called out, for clarity. 8. On sheet L-1 "Landscape Plan": All trees located over storm sewer pipe or other storm sewer appurtenances shall be relocated to eliminate any conflicts (i.e. trees shall not be located over storm water pipe). Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600. Environmental Resources Coordinator: 1. Tree planting requirements on each lot are as follows: Lot 1: 1 overstory deciduous, 8 evergreens; Lot 2: 2 deciduous overstory, 5 evergreens; Lot 3: 5 deciduous overstory, 3 evergreens. 2. Any tree removal on Outlots C or D shall be replaced with 2:1 diameter inch trees on the same outlot. 3. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Plannin¢: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30 -foot frontage on a public ROW off of CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA BOYLAN SHORES DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOTPLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability.......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations .....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes.........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. Outlots B and C shall not be considered developable separate parcels. These outlots may not be used as an association beach lot. Outlot B may not be sold separately from Lot 3, Block 1 and Outlot C may not be sold separately from Lot 2, Block l." 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) CITY OF CHANHASSEN The foregoing instrument was acknowledged before me thisNday of �, 202_Qby Elise Ryan, Mayor, and by Heather Johnston, City Manager, of the City of assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY P I.iC _ KIM T. MEUWISSEN Notary Pubdo- Minrtesota my oomrerbn rxpYs len st, zoxs `m Laketown Builders, LLC: BY: OU0A Dale Willenbring, President STATE OF MINNESOTA ) Nt`,/ �n( ss. COUNTY OF ' ) The foregoing instrument was acknowledged before me this _ff— day of 20j% by Dale Willenbring, President of Laketown Builders, LLC, a Minnesota li ted liability company, on behalf of the company. 42 1 O ARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 CE am MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT Security Bank & Trust Co. which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this 20 thday of July , 20 20. Sr. Vice President STATE OF MINNESOTA ) /� COUNTY OF Ca,-4-cr ) (ss. The foregoing instrument was acknowledged before me this _QoNay of 20 0, by Nuu1 R, cv7fuk- 6D. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT LR).c-ay.j IUJLoot-s LLJ- fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. \\ Dated this ��ti dayof WIy 20,2 cTeJ 60IL04RJ JAL STATE OF MINNESOTA ) ( ss. COUNTY OF �_ ) The foregoing instrument was acknowledged before me this oic>� day of 3 4 I !-4 20du, by DaIE, iw \l cnbritti I RN -S, dens 4 L 4tVV Q GW\61r, , Lt -C, r DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot B, GLENDALE DRNE HOMES, according to the record plat thereof, Carver County, Minnesota. / The north 18.50 feet of Lot 1, Block 2, COUNTRY OAKS, according to the recorded plat thereof, Carver County, Minnesota. AND: That part of Government Lot 5, Section 5, Township 116, Range 23 West, Carver County, Minnesota, being described as follows: ik Beginning at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to he described; thence continuing North 162.5 feet; thence East and parallel with the South line of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning. EXCEPT that part described as follows: Commencing at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet; thence South 132.50 feet at right angles to said South line of Government Lot 5; thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning. CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" ► : � 1 1 IlI1J�E.7 1. 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 and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased 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 and area charges for sewer and water 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. 3. 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. 4. 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 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. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. 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. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary 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 and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. 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. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC -2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2%) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC -3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer wan -ants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% ofthe cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC -4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%Z%) of construction costs for the first $1,000,000 and one and one-half percent (1'/2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees 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 and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC -5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attomeys' fees. 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 all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% 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. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fust given notice of the work in default, not less than four (4) days 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. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City CfiW. shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. 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. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watennain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developers request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum often (10) days for processing. 1. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. 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 $500,000 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, and the Developer 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 certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed 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 GC -7 I %' 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. Assignability. bility. 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. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to food acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and GC -8 maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances. and Regulations. tions. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations ofthe following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC -9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of I1"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue linelpaper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 GC -10 Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy CS/TH Document Recording Fees Requesting Party: TITLE MARK LLC (WACONIA) Pages: 4 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document (Reserved for Recording Dam) MORTGAGE HOLDER CONSENT TO PLAT THIS CONSENT TO PLAT, made this ajj-j day of ) u�, 2020, is granted by SECURITY BANK & TRUST COMPANY, organized and exl g under the laws of the State of Minnesota. For One Dollar and other good and sufficient consideration, in hand received, Security Bank & Trust Company, which holds a mortgage executed by Laketown Builders, LLC, f/k/a Laketown Homes, LLC, a Minnesota limited liability company, on the property legally described on Exhibit "A" attached hereto and made a part hereof, which mortgage is dated July 30, 2019 and recorded August 7, 2019, as Carver County document number A681140, hereby consents to the platting of land in Carver County to be known as BOYLANSHORES. This consent is irrevocable and Security Bank & Trust Company, agrees to cooperate in the signing and filing of any and all documents which may be necessary for the filing of a plat with respect to this property. SECURITY BANK & TRUST COMPANY By: `C a yls ` [print name] Its 5 [title] And Voij 9. d S [print name] Its a. I&, �(Vsi&nt [title] 210948vl STATE OF MINNESOTA ) )ss. COUNTY OF C. U.( ) The foregoing instrument was acknowledged before me this ��r-� day of U I% I 2020, nby KCAI%' i�e}c.rs and fCAJ Q. JOhASq� respectively the 13'r& S,&r'r and Sr. 4,6jL. reSi&nA' of Security Bank & Trust Company, organized and existing under the laws of the State of Minnesota, on behalf of the entity. Notary Public KARIA M SHOUTZ 1 _ Notary Public Minnesota ill' Crnnmen &Reaf 71,1715 DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 AMP 210948v1 Exhibit A Legal Description That part of Government Lot 5, Section 5, Township 116, Range 23 West, Carver County, Minnesota, being described as follows: Beginning at a point 594.2 feet East of the southwest comer of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to place of beginning of parcel of land to be described; thence continuing North 162.5 feet; thence East and parallel with the South line of said Government Lot 5, 766.9 feet to the shore of Lake Minnewashta; thence southwest along said lake shore 187.0 feet more or less to a point 674.28 feet East of the place of beginning; thence West 674.28 feet to the place of beginning. EXCEPT that part described as follows: Commencing at a point 594.2 feet East of the southwest corner of Government Lot 5, Section 5, Township 116, Range 23 West, thence North 100 feet at right angles to the South line of said Government Lot 5, to the place of beginning of the parcel of land to be described; thence continuing North 132.50 feet; thence East and parallel with the South line of said Government Lot 5, a distance of 10.00 feet, thence South 132.50 feet at right angles to said South line of Government Lot 5, thence deflecting right 90 degrees for a distance of 10.00 feet to the point of beginning. Document Number: 7214947 Cert * OM 41271.0, Old 41272.0, New 41273.0 Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Remrder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy CS/TH Pkg ID: 7191025 Document Recording Fees $ 56.00 Additional Torrens Cert $ 20.00 Document Number: A702308 Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy CS/TH Pkg ID: 7191068 Document Recording Fees $ 56.00 Document Total $ 56.00 Document Total $ 76.00 Requesting Party: TITLE MARK LLC (WACONIA) Requesting Party: 'URE MARK LLC (WACONIA) Pages: 2 PLAT MAP NEW PLAT NAME: BOYLAN SHORES UNDERLYING LEGAL: 1) OUTLOT B GLENDALE DRIVE HOMES 3) PO GOV LOT 5 5.116.23 1) 25.3020070 2) SPLIT FROM 25.2510090 PARENT PID(S) 3) SPLIT FROM 25.0051600 GIS & PLAT FILE / NEW PID FIRST 5 2388 / 25.142 BOYLAN SHORES 41i'il.O ivarrw�lrl /Yi'�.0v Yn e+bbr �r rv.r. Y.. 3....rr. x¢ • u0.3uw 0.M1wlb i3O. «_OYM1�Y.«._.. Y,Jrw _,! TMM«._.SW SSS.e� SYI�r^w3w.wsWl Cnwnw3u 13.fa3. .sW ,K I�wMYtOeM�m,w1•^M ar s0.bW +w W�w�i. ron Yiwnw re.r+3p Naw"i u_S�n rl�i3�M.4rr Y�wsl.Yiww Yrr3»Yi �~bbYr.r lr"w,� �yYArw.Y•q ~9 Wiwib � kb0"0'Y4 M �E81 wC 30.ws uM a+. a S� Yb rri ~Y�r'rl_ 4. �.� n � u�Yrt b� Y� V wi � s"wb« Yuf. hYM3_r Y.s,.s_wm wbY3Y I0./«. W swYssw rbp,wµlYlsrn,3 zcQy YNY ww w3_Yrbr3Y,Nn3YrI.rMPw TY>44r Y�YIw w,Yww«SNY •r « r e.rw « err • M'ref•F• a `I.r rY3.w. r.. �v� ►,1•a• ren 3w.b n.....r �.SSY..«. be . r...r YY....3. r.. ,.u. Mis3•aui3v a.a f•P�nw3 a+r.ebr r.r�^_rrAya� m3P_s>_nw A (S�r r..- r r ••.ISlrsw�e t. g A Yswlm.na3ruM xn Nun amen ar a.I n.o� NYI..YA 6.OwM,YYrye��� r1.� r M s y rl er ra.M a (grYy... nY3r.3« r.wr s r rr. r µe e✓ «yL 4 r I�YaJ`i�. uS4. [pMYaMo{ rr [.nP rwY ST�.3.�193i7 per3ww""or rrllse r_Llyyyy_N�iei�nl At _arra r.. POYWK wp eM,,. FA9lIflS.K ,91M3 •4S 1 +I 1 10 10 e 1 1 O 1 I _ 1I 1 _J L ISW m x•r 9f9U 10 SFET M NOM MO .SYImIM lM //D p/Ilpf Illtg SIp pN ,J RFS N N0111 MO KILw9 A}R tt ISV Ilf.4. IMEO OIIIp11Q Polvtm a >� rw. .w a.r rr.I 1r ___________'_____________ems r r n�-•�W ' <Ij yy _________, nNII w 3rr�. rI. «wrpw anvrr«.L�.srce�usz_m2i..�o:v �ilS ,.m 1..b _err. _..w I I Aln2 J I r p� ------------------------------- 1y— V ><f1ei s3s V ____—____ n»Ia3 F ��=� ___ ____ ------ # i » cs�d erxva oan,Mnn„are I 1 � IA( SIWIN l/L 6 (S(MYf � YSm. i C9YE I Fi' INS 1 ITII awaw a sersver. I Smeo N i }• • ropra ems •J•ao.r rawo J o ropes r/Y warx 1. war auv KrxAQ'I �_ --------- ____, ro MM n.asnc rr wePD az Ao. ama .a w Sm LOC-A7/0N SKETCHp • swwp cwwr caws Spw.ewr sry a vww r" My ------------------- 1 ---------------------------------------- -_ — d r 5♦ .r .'/ ;� I I Ya M0.r WSK'fY[_ �_ _ BLOCK ONE w s V^V WENCK ASSOCIATES ___________'_____________ems r r n�-•�W ' <Ij yy IYM •• / e>ni1.43 p� ------------------------------- 1y— V ><f1ei s3s V ____—____ n»Ia3 F SA �, w s V^V WENCK ASSOCIATES Document Number: 7214948 Torrens Certificate: 41273.0 Fled and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Crystal Campos, Auditor Mary Kaye Wahl, Treasurer Deputy CS/TH Pkg IDI. 7191025 Document Recording Fees $ 46.00 Doaanent Total $ 46.00 Requesting Parry: TITLE MARK LLC (WACONIA) Pages: 24 Document Number: A702309 Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy CS/TH Pkg ID: 7191068 Document Recording Fees $ 46.00 ---------------------------------' Document Total $ 46.00 Requesting Party: TITLE MARK LLC (WACONIA) Pages: 24 This cover page has been added to this document by Carver County Land Records and 's now an official part of this recorded document COMMON INTEREST COMMUNITY NUMBER 165 A Planned Community BOYLAN SHORES DECLARATION THIS DECLARATION, made as of this 12th day of August, 2020 by Laketown Builders, LLC, a Minnesota limited liability company (the "Declarant'), pursuant to the provisions of Minnesota Statutes chapter 515B, known as the Minnesota Common Interest Ownership Act (the "Act"), for the purpose of creating Boylan Shores, a planned community. RECITALS A. Declarant is the owner in fee simple of the real property situated in the City of Chanhassen, in the County of Carver, in the State of Minnesota, legally described on Exhibit A attached hereto and incorporated herein by reference (the "Subject Property'). B. Declarant has deemed it desirable for the preservation of the value of the Subject Property to submit the same, together with the buildings, structures, improvements, and other permanent fixtures thereon to the provisions of the Act, and to incorporate under chapter 317A of the laws of the State of Minnesota "Boylan Shores Homeowners Association" for the purpose of administering the Subject Property. The Subject Property is not subject to a master association. C. Declarant is about to sell, dispose of, and convey residential lot interests or estates in and to the Subject Property, together with the buildings, structures, improvements, and other permanent fixtures of whatsoever kind thereon, and any and all rights and privileges belonging to or in any way appertaining thereto, and to accomplish this purpose desires to submit the Subject Property to the requirements of the Act. D. Declarant wishes to (i) impose certain covenants, conditions, easements and restrictions with respect to construction upon and the use of the various lots within the Subdivision, (ii) to provide for the enforcement of such covenants, conditions, easements and restrictions, (iii) to provide a means for the imposition and collection of assessments against the various lots to defray the costs of enforcing the provisions of this Declaration, to provide for maintenance, repair and replacement of signs, monuments, a Private Driveway, and surface water drainage facilities for the benefit of all of the current and future owners in the Subdivision, as well as maintenance, repair and replacement of any other common elements now or hereafter owned or maintained by the Association, and (iv) to otherwise provide for the peaceful enjoyment, protection of the value, and reasonable regulation of the Property for all of the owner; in the Subdivision. The Subdivision is not subject to a Master Association. NOW, THEREFORE, Declarant, as the sole owner of the Subject Property and for the purposes above set forth, hereby submits the Subject Property to the Act as a planned community under the name `Boylan Shores" and hereby declares as follows: ARTICLE I. DEFINITIONS The following words, when used in this Declaration (unless the context shall prohibit), shall have the following meanings: "Association" shall mean and refer to the Boylan Shores Homeowners Association, a Minnesota nonprofit corporation, its successors and assigns. "Common Area" shall mean and refer to all real property owned by the Association for the common use and enjoyment of the Owners and such other persons to whom the Owners may delegate this right pursuant to this Declaration and to all improvements located thereon and owned or otherwise held by the Association for the common use and enjoyment of said persons. The Common Area owned or to be owned by the Association is legally described on the Plat as Outlot A. "Consumer Price Index" means the Consumer Price Index—All Items, Minneapolis/St. Paul Average, All Urban Consumers as published by the United States Deparunent of Labor's Bureau of Labor Statistics or a similar government index of inflation in the event such index is no longer published. "Declarant" shall mean the period commencing on the date of creation of the common interest community and continuing until the earlier of the date three (3) years after the date of the fust conveyance of a unit to a unit owner other than the Declarant, the Declarant's voluntary surrender of control by giving written notice to the unit owners pursuant to Minnesota Statutes sections 515B.1-115 and 515B.3-103(c)(ii), or the date upon which conveyance of sixty-six percent (669/6) of the Units to Owners other than Declarant occurs. "Declaration" shall mean this document and all amendments and supplements hereto. "Dwelling" shall mean and refer to any portion of a building situated upon the Subject Property designated and intended for use and occupancy as one residential unit. "Governing Documents" shall mean and refer to this Declaration, and the Articles of Incorporation and Bylaws of the Association, as amended from time to time, all of which shall govern the use and operation of the Subject Property. "Member" shall mean and refer to all Owners who are members of the Association as provided in Article III, section 1, hereof. "Owner" shall mean and refer to the record Owner or contract vendee, whether one or more persons or entities, of fee simple title to any Unit situated upon the Subject Property but excluding contract vendors, unless the contract provides otherwise, and others having such interest merely as security for the performance of an obligation. "Planned Community" shall mean the real estate, portions of which are designated for separate ownership as Units and the remainder of which is designated as Common Area which is subject to this Declaration. Specifically, as the term is used herein, it means and refers to Boylan Shores, Common Interest Community No. 165, the Planned Community established by this Declaration. "Plat" shall mean the recorded plat depicting the Subject Property pursuant to the requirements of section 515B.2 -110(d) of the Act, and complying with Minnesota Statutes chapter 505, including any amended or supplemental Plat recorded from time to time in accordance with the Act. "Private Driveway" shall mean that part of a Unit paved to connect the Dwelling situated on such Unit to the Private Street. "Private Street" shall mean the paved portion of Outlot A of the Plat, inclusive together with any right-of-way. "Subject Property" shall mean and refer to all properties that are subject to this Declaration as defined in Article H, section 1. "Unit" shall mean any platted lot subject to this Declaration upon which a Dwelling is located or intended to be located, as shown on the Plat, including all improvements thereon, but excluding the Common Elements. ARTICLE 17. PROPERTY SUBJECT TO THIS DECLARATION AND USE THEREOF Section 1. Existing Property. The real property which is and shall be held, transferred, sold, conveyed, and occupied subject to this Declaration is located in the City of Chanhassen, County of Carver and State of Minnesota, and is legally described as shown on Exhibit A, all of which real property shall hereinafter be referred to as the "Subject Property". Section 2. Units. There are three (3) Units. No person may create additional Units by the subdivision or conversion of Units pursuant to section 51513.2-112 of the Act. Each Unit constitutes a separate parcel of real estate. The Units shall each be improved with one Dwelling and all Units and Dwellings will be restricted to residential use. Unless stated otherwise in this Declaration, an Owner shall be responsible for maintenance of the Unit and the Dwelling thereon. The identifiers and locations of the Units are shown on the Plat, which is incorporated herein by reference. The identifier for a Unit shall be its lot and block numbers and the subdivision name. The front, rear, and side boundaries of each Unit shall be the boundary lines of the platted lot upon which the Dwelling is located or intended to be located as shown on the Plat. Section 3. Common Area. The Common Area shall be owned by the Association and used for open space, the Private Street, private utilities, and related activities. Maintenance, replacement, repair, and snow removal of the Private Street, sanitary sewer, storm sewer, and water lines on the Common Area are the responsibility of the Association. The Common Area shall be conveyed to the Association as of the date of this Declaration. Section 4. Statement Pursuant to Section 515B.2-105 of the AM. The Community includes shoreland, as defined in Minnesota Statutes section 10317.205 and may be subject to county, township, or municipal ordinances or rules affecting the development and use of the shoreland areas. ARTICLE III. MEMBERSHIP AND VOTING RIGHTS IN THE ASSOCIATION; POWERS OF THE ASSOCIATION Section 1. Membership. Every Owner of a Unit which is subject to assessment by the Association shall be a Member of the Association. Membership shall be appurtenant to and may not be separated from Ownership of any Unit which is subject to assessment by the Association. The foregoing is intended to exclude persons or entities holding an interest merely as security for the performance of an obligation, including contract vendors (unless the contract for deed provides otherwise), until such time such person acquires a fee simple interest in such Unit by foreclosure or by a proceeding in lieu thereof, or as to a contract under, until such time as the contract for deed is cancelled. Ownership of such Unit shall be the sole qualification for membership. Section 2. Voting Rights. Each Member shall be entitled to one vote for each Unit owned. When more than one (1) person holds the interest in a Unit, all such persons shall be Members but the vote for such Unit shall be exercised as they among themselves shall determine, subject, however, to the limitation that the voting power for any Unit may not be split. The vote for any Unit which is owned by more than one (1) Member may not be cast at any meeting unless such Members have filed with the Secretary of the Association prior to such meeting the name of one (1) of their number who then shall be the only person authorized to cast such vote at such meeting. In lieu of such filing prior to every meeting, such Members may file a document executed by all of them, designating one (1) of their number as the person authorized to cast their vote at all future meetings and such authorization shall continue to be valid until such time as such authorization shall have been rescinded in writing by all of such Members. Section 3. Suspension of Rights. The right of any Member, the Member's family, or guests to use any recreational facilities that may be acquired by the Association shall be suspended during any period in which such Member shall be in default in the payment of any assessment levied by the Association. Such rights may also be suspended, after notice and hearing, for a period not to exceed sixty (60) days, for any infraction of any rules or regulations adopted by the Association. Section 4. Powers of the Association. Declarant hereby delegates to, and the Association hereby is permitted to, exercise all powers described in the Governing Documents, the Act, and the statute under which it was incorporated. Neither this Planned Community nor the Association is subject to any Master Association. ARTICLE IV. PROPERTY RIGHTS AND OBLIGATIONS IN THE COMMON AREA Section 1. Members' Easement and Enjoyment. Subject to the provisions of section 2 below, every Member shall have a non-exclusive easement of ingress and egress over the Common Area and a non-exclusive easement and right of 4 enjoyment in and to the Common Area, and such easements shall be appurtenant to and shall pass with the title to every Unit. Section 2. Extent of Members' Easements. The rights and easements in favor of the Members created hereby and the title of the Association to the Common Area shall be subject to the following and as further provided herein: (a) The right of the Association, as provided in the Governing Documents, to borrow money for the purpose of improving, repairing, and maintaining the Common Area or any improvements thereon, and in aid thereof to mortgage said properties, which rights of such mortgagee in said properties shall be subordinate to the rights of the Members hereunder; (b) The right ofthe Association to take such steps as are reasonably necessary to protect the above-described properties against foreclosure; (c) The right of the Association, as provided in the Governing Documents, to suspend the enjoyment rights of any Member for any period during which any assessments remain unpaid, and to suspend the said enjoyment rights for any period not to exceed sixty (60) days and to impose a fine not to exceed Ten Dollars ($10.00) for each infraction of its published rules and regulations, each day during which infractions exist being deemed a separate and distinct infraction; provided, however, that nothing contained in this section 2(c) shall be deemed to deny an Owner access to and from his or her Unit or Dwelling located on the Subject Property or restrain a Member's voting rights; (f) The right of the Association to dedicate or transfer all or any part of the Common Area to any public agency, authority, or utility for such purposes and subject to such conditions as may be agreed by the Members. Except for the installation of utilities pursuant to the easements created by Article IX hereof, no such dedication or transfer shall be effective unless an instrument signed by all Members has been recorded agreeing to such dedication or transfer, and unless written notice of the proposed agreement and action thereunder is sent to every Member at least ninety (90) days in advance of any action taken. The consent requirements of Article XI, section 5, must also be met to effect a valid dedication or transfer; (e) Rights, if any, of the City of Chanhassen to maintain the Common Area in the event of failure by the Association to do so; (f) Utility and drainage easements to install sewer, water, gas, electric and telephone lines, transformers, towers, poles, lighting fixtures, pipes, conduits, cables, wires, drainage channels, and other utility facilities, including the right of access thereto for the purpose of constructing, installing, repairing, maintaining, altering, and modifying, any such facilities; (g) Encroachments, if any, created pursuant to section 5 of this Article. Section 3. Delegation of Use. Any Owner may delegate, in accordance with the Bylaws, his or her right of use and enjoyment to the Common Area and facilities to the members of his or her family or to his or her tenants who reside on the Subject Property, guests and invitees, subject to the limitation contained in Article VIII, section 7 regarding rental of Dwellings. Section 4. Taxes and Municipal Special Assessments on Common Areas. Taxes and special assessments that would normally be levied against the Common Area shall be divided and levied against the individual Units in the Subject Property in equal proportion, or as the governmental taxing authorities shall determine, which levies shall be a lien against said individual Units. Section 6. Parking Rights. Ownership of each Unit shall entitle the Owner to the right of ingress and egress in and to the Owner's garage and the right to exclusive use of the driveway/parking pad located adjacent to the Owner's Unit. Section 7. Association's Easements. The Association or its agents or employees shall have the right to go upon any Unit in connection with the maintenance or repair of the Common Area or any improvements thereon or in connection with its maintenance responsibilities set forth in Article XII. Section 8. Amendment. No amendment of this Article or these Declarations shall in anyway restrict an Owner, it's tenants, guests, or invitees, access to and from his or her Unit or Dwelling located on the Subject Property. ARTICLE V. SPECIAL DECLARANT RIGHTS Section 1. Reservation of Rights. The Declarant shall have and hereby reserves for its benefit the exclusive and unconditional right to: (a) Complete any improvements indicated on the Plat; (b) Maintain a sales office, a management office, model Units and Dwellings, sales and rental facilities and signs advertising the Subject Property within the Common Area and/or any Units owned by the Declarant from time to time, located anywhere on the Property; (c) Merge the Planned Community with any other planned community (as defined in the Act); (d) Use easements with the Subject Property for the purpose of constructing and installing common elements and otherwise making improvements on the property; (e) Enter into easements on the Association's behalf with adjoining landowners for use and maintenance of the Common Areas and shared driveways, access points, and trails; (f) Control the operation and administration of the Association, including without limitation the power to appoint and remove the members of the Board of Directors of the Association pursuant to section 515B.3-103 of the Act, until the earlier of the voluntary surrender of control by Declarant or the end of the Declarant Control Period; (g) to review, and approve or disapprove, the exterior design, materials, size, site location, and other exterior features of buildings and other structures, landscaping and other exterior improvements, located within the common interest community, and any modifications or alterations thereto; and Additionally, during the Declarant Control Period, Declarant's written consent shall be required for any amendment to the Governing Documents which directly or indirectly affects or may affect Declarant's rights under the Governing Documents. Section 2. Declarant's Easement. The Declarant shall convey fee simple title to the Common Area to the Assgciation as of the date of conveyance of any Unit to an owner other than Declarant; provided, however, that Declarant shall have and does hereby reserve the right and easement to enter upon and pass through, on, and over such Common Area for the purpose of maintaining, developing, and improving the Common Area, or Units, and marketing and selling Units, and provided further that Declarant may place a mortgage or other lien upon the Common Area in connection with the development and improvement thereof, but any and all such mortgages and liens shall be released as to the Common Area prior to conveyance thereof to the Association. The Declarant shall improve the Common Area, in locations selected by it and pursuant to its plans and specifications, with paths, landscaping, and such other improvements and amenities as the Declarant shall determine. The Association shall at all times have responsibility for management and maintenance of the Common Area and shall govem and control the same to the same extent as if the Common Area were owned by the Association, except for the rights and easements of Declarant provided in this section 2. The cost of such maintenance shall be assessed against the various Units as set forth in Article VI herein. ARTICLE VI. COVENANTS FOR MAINTENANCE ASSESSMENTS Section 1. Creation of the Lien and Personal Obligations of Assessments. The Declarant, for each Unit owned by it within the Subject Property, hereby covenants, and each Owner of any Unit by acceptance of a deed therefor, whether or not it shall be so expressed in any such deed or other conveyance, is deemed to covenant and agree to pay to the Association: (a) annual assessments or charges; and (b) special assessments. Such assessments, together with interest, costs of collection, and reasonable attorneys' fees, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with interest, costs of collection, and reasonable attorneys' fees, shall also be the personal obligation of the person who was the Owner of such property at the time when the assessment fell due. The personal obligation for delinquent assessments shall not pass to his or her successors in title unless expressly assumed by them, but may continue to be a lien on the Unit. No Owner may avoid the lien of, or personal liability for, such assessment by nonuse of the Common Area or abandonment of the Owner's Unit. All assessments shall be fixed, established, and collected in the manner provided in this Article. A lien created under this Article is prior to all other liens and encumbrances on a Unit except: (i) liens and encumbrances recorded 7 before the Declaration; (ii) any first mortgage encumbering the fee simple interest in the unit; and (iii) liens for real estate taxes and other governmental assessments or charges against the unit. Section 2. Purpose of Assessments. The assessments levied by the Association shall be used exclusively to promote the recreation, health, safety, and welfare of the residents in the Subject Property and for the improvements and maintenance of the Common Area and other areas that the Association is obligated to maintain, including but not limited to the stormwater facility as depicted on Exhibit B, as provided herein. The annual assessments shall be payable in regular installments and shall be used for (but not limited to) hazard insurance for Common Area and Dwellings; maintenance to be performed by the Association pursuant to Article XII; an adequate reserve fund for maintenance, including, repairs, and replacement of the Common Area and improvements thereon and other areas that must be replaced on a periodic basis; and maintenance, repairs, and replacement of water, sewer, and the utility lines and fixtures that are not the responsibility of the City of Chanhassen, which serve the Common Area or any Unit. Said annual assessments shall also be used for maintenance and replacement of lawn, landscaping, and shrubbery on Common Areas, for snow removal on the Common Area, including the Private Street. Section 3. Basis and Maximum of Annual Assessments. Except as provided in section 8, below, annual and special assessments shall be levied equally between all the Units and may be collected on a monthly basis, provided, however, that assessments arising out of the negligence or nonperformance of any obligation of an Owner shall be for additional nonuniform amounts and shall be immediately due in full from the Owner and assessments against fewer than all Units shall be set pursuant to section 7, below. In addition, upon determination by the Board, the costs of insurance may be assessed in proportion to risk or coverage of the Unit being assessed. Section 4. Special Assessments. In addition to the annual assessments authorized by section 3 hereof, the Association may levy in any assessment year a special assessment applicable to that year only for the purpose of defraying, in whole or in part, the cost of any emergency or unbudgeted expense, provided that any such assessment shall have the assent of Members holding at least a majority of the voting power of the Association and who are voting in person or by proxy at a meeting duly called for this purpose. Section 5. Change in Basis and Maximum of Annual Assessments. The limitations of section 3 hereof shall not apply to any change in the maximum and basis of assessments undertaken as incident to a merger or consolidation in which the Association is authorized to participate. The consent requirements of Article XI, section 5, must also be obtained to effect a valid change in the method of determining the assessments. Section 6. Notice and Quorum for Any Action Authorized Under Sections 3 and 4. Written notice of any meeting of the general membership required for an action authorized under sections 3, 4, or 5 shall be sent to all Members not less than thirty (30) nor more than sixty (60) days in advance of the meeting. At the fust such meeting called, the presence of Members or of proxies entitled to cast sixty percent (60%) of the entire voting power of each class of 8 membership shall constitute a quorum. If the required quorum is not present, another meeting may be called subject to the same notice requirement, and the required quorum at the subsequent meeting shall be one-half of the quorum required at the preceding meeting. No such subsequent meeting shall be held more than sixty (60) days following the preceding meeting. Section 7. Annual and Special Assessments. Except as provided in section 8, below, both annual and special assessments must be allocated equally between all the Units. This requirement shall not apply to: (a) Common expenses or portions thereof benefiting fewer than all of the Units, which may be assessed exclusively against those Units benefited in equal proportion; (b) Reasonable attorneys' fees incurred by the Association in connection with the collection of assessments or the enforcement of the Governing Documents or the Rules against a Member, which may be assessed against the Member's Unit; (c) Fees and charges, interest, fines, and late charges for: services provided to specific Units, late payments of assessments, violations of the Governing Documents or Rules, fees for preparation of Association documents, resale certificates, etc.; and (d) Willful or negligent acts as set forth in section 11 hereof. Section 8. Alternate Common Expense Plan for Declarant. The Declarant hereby establishes an alternate common expense plan as permitted by Minnesota Statutes section 515B.3-115(a)(2)(i). Specifically, if a common expense assessment has been levied, the Declarant's common expense liability, and the corresponding assessment lien against Units owned by the Declarant, shall be limited to: (a) paying when due, the full share of replacement reserves allocated to the Units owned by the Declarant; and (b) paying when due, all accrued expenses of the Association in excess of the aggregate assessments payable with respect to Units owned by Owners other than the Declarant. Section 9. Date of Commencement of Annual Assessments; Due Dates. The annual assessments provided for herein shall commence as to all Units on the date that the first Unit is sold to an Owner other than Declarant (or their affiliates). The first annual assessment shall be made for the balance of the calendar year and shall become due and payable in equal installments on payment dates to be established by the Board of Directors. The amount of annual assessment which may be levied for the balance remaining in the first year of assessment shall be an amount which bears the same relationship to the annual assessment provided for in section 3 hereof as the remaining number of months in the year bear to twelve. The same reduction in the amount of the assessment shall apply to the first assessment levied against any property which is hereafter added to the properties now subject to assessment at a time other than the beginning of any assessment period. The due date of any special assessment under section 4 shall be fixed by the resolution authorizing such assessment. Section 10. Duties of the Board of Directors. The Board of Directors of the Association shall fix the amount of the assessment against each Unit for each assessment period at least thirty (30) days in advance of such date or period. Written notice of the assessment shall be sent to every Owner subject thereto, provided, however, that the failure to send such written notice shall not render any assessment invalid. The Board shall have the right to collect any annual or special assessment on a monthly basis. The Association shall, upon demand, and for a reasonable charge, furnish a certificate in writing signed by an officer of the Association setting forth whether the assessments on a given Unit have been paid. Such certificate shall be conclusive evidence of payment of any assessment therein stated to have been paid. Section 11. Assessment of Cost Due to Willful or Negligent Acts. If the need for maintenance or repair is due to the willful or negligent acts of an Owner or the Owner's family, guests, tenants, or invitees, the cost of such maintenance less the net insurance proceeds received by the Association due to such act or neglect, if any, shall be assessed against such Owner's Unit and shall be added to and become a part of the current annual assessment against that Unit and, at the option of the Board, shall be payable in full with the next monthly installment of the then -current annual assessment, or divided equally over the remaining months for the then -current annual assessment and payable with and in addition to the monthly installments of the then -current annual assessment. Section 12. Effect of Nonpayment of Assessments: Remedies of the Association. Any assessment not paid within thirty (30) days after the due date shall bear interest from the due date at the rate of eight percent (80/9) per annum. The Association may bring: (a) an action at law against the Owner personally obligated to pay the assessments; and/or (b) foreclose its lien for the amounts owed by the Owner. To evidence a lien for sums assessed pursuant to this Article, the Association may prepare a written notice of lien setting forth the amount of the assessment, the date due, the amount remaining unpaid, the name of the Owner of the Unit, and a description of the Unit and file or record the same, but such notice of lien shall not be recorded until such assessment has been wholly or partially unpaid for at least thirty (30) days from the due date. Such lien may be enforced and foreclosed by the Association in the same manner in which mortgages on real property may be foreclosed by action or by advertisement under a power of sale in Minnesota. Each Owner, by acceptance of a deed for any Unit, does further hereby give full and complete power of sale to the Association and does consent to a foreclosure of the assessment lien as if such lien were a mortgage containing a power of sale. In the event of any such foreclosure, and in the further event that the Association shall prevail in any such foreclosure, the person personally obligated to pay the same shall be required to pay all costs of foreclosure, including but not limited to, reasonable attorneys' fees. The person personally obligated to pay such lien shall also be required to pay the Association any assessments against the Unit which shall become due during the period of foreclosure. The Association shall have the right and power to bid at the foreclosure sale or other legal sale and to acquire, hold, convey, lease, rent, encumber, use, and otherwise deal with the Unit as the Owner thereof. Prior to reselling the Unit after foreclosure, no assessments shall be levied against the subject Dwellings; provided, however, that if the Association rents or leases the Dwelling, the Association shall once again have the right to levy assessments against said Dwelling. A release 10 or satisfaction of the notice of lien shall be executed by an officer of the Association and recorded upon payment of all sums secured by such lien. Section 13. Subordination of Lien to Mortgages. The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage now or hereafter placed upon a Unit. Sale or transfer of any Unit shall not affect the assessment lien. However, the sale or transfer of any Unit pursuant to mortgage foreclosure or any proceeding in lieu thereof (including the delivery of a deed in lieu thereof) shall extinguish the lien of such assessments as to payments which become due prior to such sale or transfer. No sale or transfer shall release such Unit from liability for any assessments thereafter becoming due, nor from the lien of any such subsequent assessments. All other parties acquiring liens on any Unit after this Declaration is recorded shall be deemed to consent that their liens shall be and remain inferior to future liens provided for herein. The Association shall, upon written request, report to any first Mortgagee or other encumbrancer of a Unit the amount of the assessments remaining unpaid for a period longer than ninety (90) days after the same shall become due. Section 14. Exempt Property. The following property subject to this Declaration shall be exempt from the assessments, charges, and liens created herein: (a) All properties dedicated and accepted by the local public authority and devoted to public use; (b) All properties exempted from taxation by the laws of the State of Minnesota upon the terms and to the extent of such legal exemption; and (c) All Common Areas as defined in Article I hereof. (d) Notwithstanding any provision herein, no land or improvements devoted to dwelling use shall be exempt from said assessments, charges, or liens. ARTICLE VII. ARCHITECTURAL CONTROL COMMIT'T'EE No construction of a Dwelling shall be permitted upon a Unit until the plans and specifications showing the nature, kind, shape, height, materials, location and approximate cost of same shall have been submitted to and approved in writing as to harmony of the external design and location in relation to surrounding buildings erected upon the Subject Property by an architectural committee composed of the Board of Directors of the Association or three (3) or more representatives appointed by the Board of Directors. In the event said Board or its designated committee fails to approve or disapprove such design and location within thirty (30) days after said plans and specifications have been submitted to it, such approval shall be deemed to have been given. If no application has been made to the architectural committee or their representatives, or if such application has been rejected, a suit to enjoin or remove such additions, alterations or changes may be instituted at any time by the Association or any Owner, in which suit the Association or any Owner shall have the right to collect reasonable attorneys' fees, costs and expenses. None of the members of the architectural committee shall be entitled to any compensation for their services performed pursuant to this paragraph, but compensation may be 11 allowed to independent professional advisors retained by such committee. During the Declarant Control Period, all decisions of the architectural committee may be vetoed by the Declarant. Notwithstanding the foregoing, Declarant's written consent shall also be required for alterations until Declarant no longer owns any unsold Unit. In addition, any alteration shall comply with City of Chanhassen building permit as applied to Property. ARTICLE VIII. BUILDING, USE, AND CONVEYANCE RESTRICTIONS Section 1. Land Use. No Unit shall be used except for residential purposes. Section 2. Nuisances. No noxious or offensive activities shall be carried on upon any Unit, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. Section 3. Pets. No animals, including household pets, shall be kept, bred, or maintained for any commercial purpose. Section 4. Garbage and Refuse Disposal. No Unit shall be used or maintained as a dumping ground for rubbish. Trash, garbage, or other waste shall be kept in sanitary containers and no exterior burning of household refuse shall be done. Section 5. Prohibited Structures, Window Treatments, and Lawn Ornaments. No garage shall be used at any time as a residence either temporarily or permanently. Window treatments must be in harmony with the design of the Dwelling and the surrounding area and must be properly installed. No blankets, sheets, loose fabric, or excessively -brightly colored window treatments shall be permitted. Section 6. Time Shares. The time share form of ownership, or any comparable form of lease, occupancy rights, or ownership which has the effect of dividing the ownership or occupancy of a Unit into separate time periods, is prohibited. Section 7. Rental of Dwellings. A Dwelling may be rented by the Owner provided that any such tenancy of a Unit shall be pursuant to a written lease, between an Owner and a tenant and shall provide that the terms of the lease shall be subject in all respects to the provisions of the Governing Documents and rules of the Association, that any failure by the tenant to comply with the terms of the Governing Documents or the rules shall be a default under the lease, and that the Association shall have the right to enforce the terms of the Lease, the Governing Documents or the Association rules by any legal means including, if necessary, by eviction of the tenant. In no event, however, shall a Dwelling be rented by the Owner for transient or hotel purposes, which shall be defined as: (a) Rental for any period less than 6 months, or 12 (b) Any rental if the occupants of the Dwelling are provided customary hotel services, such as room service for food and beverage, maid service, furnishing laundry and linen, or bellboy service. Section 8. Restrictions on Conveyance of Oudots B and C. (a) Any conveyance of Lot 3, Block I must include the conveyance of Outlot B. Any instrument intending to split Outlot B or convey Outlot B separate from Lot 3, Block 1 is void ab initio. (b) Any conveyance of Lot 2, Block I must include the conveyance of Outlot C. Any instrument intending to split Outlot C or convey Outlot C separate from Lot 2, Block I is void ab initio. (c) This restriction on conveyance shall be appurtenant to and shall run with the land. (d) This section shall not be amended without the approval of the City of Chanhassen. ARTICLE IX EASEMENTS Section 1. Utilities and Drainage Easements. Easements for installation and maintenance of utilities, drainage facilities, stormwater facilities are hereby created and dedicated in, over and upon the Common Area owned by the Association and the stormwater facility depicted on Exhibit B. Within these easements, no structure, fence, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities, or which may change the direction or flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainage channels in the easements, or which may interfere with snow plowing or snow storage within these easements. Section 2. Water and Electricity Easements. The rights and easements of enjoyment by the Owner of each Unit and the title of such Owner in said Unit shall be subject to the rights of the Association to an exclusive easement on and over said Unit for the purpose of installing and maintaining a source of water and electricity from Dwellings to serve the Common Area. If water or electricity taken from such Unit is used to serve the Common Area and such water and electricity is not separately metered, the Association and the Owner of the affected Unit shall agree on a reasonable method and amount of compensation payable therefore by the Association to the Owner. In the event that the parties cannot agree on a reasonable method and amount of compensation, each party shall choose one arbitrator and the two (2) arbitrators shall choose a third arbitrator and the decision of the majority of all arbitrators shall be final and conclusive of the method and amount of compensation to be paid. 13 ARTICLE X. INSURANCE Section 1. Required Coverage. The Association shall obtain and maintain, at a minimum, a master policy or policies of insurance in accordance with the insurance requirements set forth in the Act. The Association may also obtain and maintain the following types of insurance: (a) Fidelity bond or insurance coverage against dishonest acts on the part of directors, officers, manager, trustee, employees or persons responsible for handling funds belonging to or administered by the Association if deemed to be advisable by the Board. (b) Workers' Compensation insurance as required by law. (c) Directors and officers liability insurance with such reasonable limits and coverages as the Board shall determine from time to time. (d) Such other insurance as the Board may determine from time to time to be in the best interests of the Association and the Owners. Section 2. Premiums a Common Expense. Insurance premiums paid by the Association shall be an expense of the Association to be included in the regular annual assessments of the Owners, as levied by the Association. Section 3. Replacement or Repair of Property. Any portion of the Subject Property that has been damaged or destroyed by a loss covered by the Association's insurance shall be promptly repaired or replaced by the Association. The cost of repair or replacement of Common Area in excess of insurance proceeds and reserves shall be paid as a common expense. Section 4. Review of Policies. All insurance policies shall be reviewed at least annually by the Board of Directors in order to ascertain whether the coverage contained in the policies is sufficient to make any necessary repairs or replacement of the property which may have been damaged or destroyed. ARTICLE XL SPECIAL PROVISIONS Section 1. Overriding Provisions. The provisions of this Article take precedence over any other conflicting provisions of this Declaration. Section 2. Notice of Default. A first mortgagee of a Unit, upon request, is entitled to written notification from the Association of any default in the performance by the Owner of any obligation under the Governing Documents known to the Association which is not cured within sixty (60) days. 14 Section 3. Exemption From Right of First Refusal. Any first mortgagee of a Unit who obtains title to a Unit pursuant to the remedies provided in its mortgage, or by foreclosure of its mortgage, or by deed or assignment in lieu of foreclosure, will be exempt from any right of fust refusal contained in the Declaration or By -Laws. Section 4. Liability for Unpaid Assessments. Any fust mortgagee of a Unit who obtains title to a Unit pursuant to the remedies provided in its mortgage or by foreclosure of its mortgage shall not be liable for the unpaid assessments of the Unit which accrue prior to the acquisition of title to such Unit by the mortgagee. Section 5. Restricted Activities. Until the Association has received written approval from all of the first mortgagees of Units, all Owners other than the Declarant and, during the Declarant Control Period, the Declarant, the Association shall not be entitled to: (a) By act or omission seek to abandon, partition, subdivide, encumber, sell, or transfer the Common Area owned, directly or indirectly, by the Association for the benefit of the Units. The granting of easements for public utilities or for other public purposes consistent with the intended use of such Common Area shall not be deemed a transfer within the meaning of this subsection; (b) Change the method of determining the obligations, assessments, dues, or other charges which may be levied against an Owner; (c) By act or omission change, waive, or abandon any scheme or regulations, or enforcement thereof, pertaining to the architectural design or the exterior appearance of Dwellings, the maintenance of the Common Area, party walls or common fences and driveways, or the upkeep of lawns and plantings; (d) Fail to maintain fast and extended coverage on insurable Common Areas on a current replacement cost basis in an amount not less that one hundred percent (1009/6) of the insurable value, based on current replacement costs; or (e) Use hazard insurance proceeds received for losses to any Common Areas other than for the repair, replacement or reconstruction of such Common Areas. Section 6. Examination of Books and Records. First mortgagees shall have the right to examine the books and records of the Association. Section 7. Right to Cure Default. First mortgagees may, jointly or singly, pay taxes or other charges which are in default and which may or have become a charge against any Common Area and may pay overdue premiums in hazard insurance policies or secure new hazard insurance coverage on the lapse of a policy for the Common Area, and first mortgagees making such payments shall be owed immediate reimbursement therefor from the Association. Section 8. Priority of First Mortgagees. No provision of the Declaration or Bylaws shall be construed as giving to the Owner or to any other party priority over any rights of first mortgagees of Units pursuant to their mortgages in 15 the case of a distribution to Owners of insurance proceeds or condemnation awards for losses to or a taking of Common Area. Section 9. Foreclosure of First Mortgages and Contracts. The sale or transfer of any Unit pursuant to the foreclosure of a fust Mortgage, or pursuant to any other proceeding or arrangement in lieu of such foreclosure or cancellation, shall extinguish the lien of all other assessments as to the installments which became due prior to the effective date of such sale, transfer or acquisition by the Mortgagee to the end that no assessment liability shall accrue to an acquiring Mortgagee except with respect to installments of assessments becoming due after possession has passed to such acquiring Mortgagee, whether such possession has passed at the termination of any period of redemption or otherwise; provided, however, that if a first mortgage on a Unit is foreclosed, the first mortgage was recorded after June 1, 1994, and no Owner redeems during the Owner's period of redemption provided by Minnesota Statutes chapters 580, 581, or 582, then the holder of the sheriffs certificate of sale from the foreclosure of the first mortgage shall take title to the Unit subject to unpaid assessments for Common Expenses levied pursuant to sections 515B.3-115 (a), (ext) through (e)(5), (f), and (i) of the Act, which became due, without acceleration, during the six months immediately preceding the first day following the end of the Owner's period of redemption. In the event of the extinguishment of such assessment lien as aforesaid, the entire amount of such unpaid assessment shall be reallocated and assessed against, and payable by the Owners of, all other Units in the Association, exclusive of such encumbered Unit. No such sale, transfer, or acquisition of possession shall relieve an Owner of a Unit from liability for any assessments thereafter becoming due or from the lien thereof, nor shall it relieve the person personally obligated to pay the assessments which were levied prior to the transfer of such Unit from the personal obligation to pay the same. ARTICLE XII. MAINTENANCE Section 1. Mandatory Maintenance. The Association, subject to the rights of the Owners as set forth in this Declaration, shall be responsible for, and be vested with, the exclusive management and control of the Common Area, the stormwater facility as depicted on Exhibit B, and all improvements thereon (including furnishings and equipment related thereto), and shall keep the same in good, clean, attractive, and sanitary condition, order and repair (consistent with its natural character). The Association shall remove snow from the Public Street portion of the Common Area. Section 2. Maintenance by Owner. Except for the maintenance to be provided by the Association in Article XII, Section 1, all maintenance of the Dwellings, sidewalks, driveways, and Units shall be the sole responsibility and expense of the Owners thereof. The Association may require that any exterior maintenance to be performed by the Owner by accomplished pursuant to specific uniform criteria established by the Association. Section 3. Easement for Access. In accordance with the Stormwater Maintenance Agreement/Best Management Practice Facilities and Easement Agreement ("Storrnwater Maintenance Agreement") entered into between the Declarant and the City of Chanhassen, the Association, hereby grants the City of Chanhassen, 16 its authorized agents and employees the authority, in perpetuity, to enter upon Lots 1 through 3 and Outlot A of the Property to inspect the stormwater management/BMP facilities and to make any repairs in accordance with the Stormwater Maintenance Agreement, including excavation and the storage of materials and equipment. ARTICLE XIII. EMINENT DOMAIN Section 1. Total Taking of Unit and Dwelling. If a Unit and Dwelling is acquired by eminent domain, or if so much of a Unit and Dwelling is acquired by eminent domain as to effectively leave the Owner with a remnant which may not practically or lawfully be used for any purpose permitted by this Declaration, the award, including severance damages, shall compensate the Owner of the Unit and Dwelling and holder of a first mortgage or other security interest of record as their interests may appear. Any such remnant of a Unit and Dwelling remaining after part of a Unit and Dwelling is taken shall be conveyed to the Association and shall thereafter be Common Area. The voting rights and liability for expenses attributable to the Unit and Dwelling acquired by eminent domain shall be reapportioned among the remaining Units. Section 2. Partial Taking of Unit and Dwelling. Unless treated as a total taking under section 1, if part of a Unit and Dwelling is acquired by eminent domain, the award shall compensate the Owner and first mortgagee of the Unit and Dwelling as their interests may appear for the reduction in value of the Unit and Dwelling. A partial taking of a Unit or Dwelling shall not affect the voting rights or liability of that Unit or Dwelling for common expenses. Section 3. Taking of Common Area. If part of the Common Area is acquired by eminent domain, the award shall be paid to the Association. The Association shall divide any portion of the award not used for any restoration or repair of the remaining Common Area among the Owners and first mortgagees as their interests may appear in proportion to their votes in the Association before the taking. ARTICLE XIV. GENERAL PROVISIONS Section 1. Enforcement. The Association or any Owner shall have the right to enforce, by a proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by the provisions of this Declaration. Failure by the Association or by any Owner to enforce any covenant or restriction herein contained shall in no event be deemed a waiver of the right to do so thereafter. Section 2. Rules and Regulations. The Association may make reasonable rules and regulations governing the use of the Units and of the Common Areas, which rules shall be consistent with the rights and duties established in this Declaration. The Declaration shall supersede any conflicting rules by the Association. 17 Section 3. Severability. Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way effect any other provisions which shall remain in full force and effect. Section 4. Enforcement and Amendment. The covenants and restrictions of this Declaration shall run with and bind the land, and shall inure to the benefit of, and be enforceable by, the Association or the Owner of any Unit subject to this Declaration, their respective legal representatives, heirs, successors and assigns. Except as provided in the Act or as hereinafter provided, the covenants and restrictions of this Declaration may be amended only by the assent of Members holding a majority of the voting power of the Association. Any amendment must be properly recorded and a recorded certificate of the Secretary of the Association certifying that the amendment was approved by Members holding at least a majority of the voting power of the Association shall be sufficient evidence of such fact. The prior written approval of all the first mortgagees of Dwellings or Owners other the Declarant shall be required for any amendment of this Declaration which would affect the right of the Association to do any of the acts specified in Article XI, section 5(a), (b), (c), (d), and (e). Unless and until the Private Street, stormwater treatment devices are dedicated and accepted by the City of Chanhassen or County of Carver, and the maintenance requirements are transferred thereby, no amendments to this Declaration modifying the responsibility of the Association to provide funding for and maintenance of the Common Area shall be authorized. Section 5. Notices. Any notice required to be sent to any Member or Owner under the provisions of this Declaration shall be deemed to have been properly sent when mailed postage -paid to the last known address of the person who appears as Member or Owner on the records of the Association at the time of mailing. Section 6. Mergers. Upon a merger or consolidation of the Association with another corporation as provided in its Articles and Bylaws, its properties, rights and obligations may, by operation of law, be transferred to another surviving or consolidated association or corporation, or alternatively, the properties, rights, and obligations of another corporation may, by operation of law, be added to the properties, rights, and obligations of the Association as a surviving corporation pursuant to a merger. The surviving or consolidated corporation may administer the covenants and restrictions established upon any other properties as one scheme. No such merger or consolidation, however, shall effect any revocation, change or additions to the covenants established by this Declaration within the Subject Property except as hereinabove provided. Section 7. FHA Approval. During the Declarant Control Period and if required by Federal Housing Administration rules or regulations, the following actions will require the approval of the Federal Housing Administration: Annexation of additional properties, dedication of Common Area, and amendment of this Declaration. 18 IN WITNESS WHEREOF, the undersigned, being the Declarant herein, has hereunto caused these presents to be executed this 0-x` day of k 20 Z► . Laketown Builders, LLC, a Minnesota lunited ligbility company By: Dale Willenbring Its: President 19 STATE OF MINNESOTA l f` COUNTY OF CARVER ss. On this 12'' day of .S-}- 2020, before me, a Notary Public, personally appeared Dale Willenbring, to me rsonally known, who, after being first duly sworn, did state that he or she is the President of Laketown Builders, LLC, a Minnesota limited liability company, and that he or she signed the same on behalf of said corpora JACOB RICHARD GRASS EL Notary Public -Minnesota My C.a11M111liMl Eaphw JW 31.202 Notary Pu c THIS INSTRUMENT WAS -DRAFTED BY: Grasset Law, PLLC Jacob R. Grassel, Esq. 11985 Technology Dr., Suite 220 Eden Prairie, MN 55344 (952) 432-0028 20 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS BOYLAN SHORES EXHIBIT A Subject Property Lots 1 through 3, inclusive, Block 1, Boylan Shores; and Outlot A, Outlot B, and Outlot C, Boylan Shores, Carver County, Minnesota. Together with appurtenant easements of record. 21 DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS BOYLAN SHORES I "lla u7 Stormwater Facility 22 I� Exhibit B - Stormwater Facility a. illy Y �.-. o m W — — —approximate location III I i.or o f 3 / m' �f GUILOT a / / f OUTLOT C L ------ I , stormwater tacilityBLOCK 2 /.' LAKE MINNEWASHTA 60 p / v --- — — 1--------- --- - .[.-------- '- OCK SIRA1FORC- �p� �ilO��. _ N CAMPION "O"� �a""O+^^- "� BOYLAN SHORES COMPOSITE UTILITY PLAN °"0�`mxO ENGINEERING L.AKETOWN HOMES 18-031 SERVICES, INC :"..-w..,r...... CHANHASSEN MN SHEET N0. 3 OF 10 SHEETS Ban]n020 r� — — — • avn.M mu "wou �,,. • mr rw ..nu ' ¢ i N "+n morecriw ® ez.. mumcrw �f GUILOT a / / f OUTLOT C L ------ I , stormwater tacilityBLOCK 2 /.' LAKE MINNEWASHTA 60 p / v --- — — 1--------- --- - .[.-------- '- OCK SIRA1FORC- �p� �ilO��. _ N CAMPION "O"� �a""O+^^- "� BOYLAN SHORES COMPOSITE UTILITY PLAN °"0�`mxO ENGINEERING L.AKETOWN HOMES 18-031 SERVICES, INC :"..-w..,r...... CHANHASSEN MN SHEET N0. 3 OF 10 SHEETS Ban]n020 Document Number: T214949 Torrens Certificate: 41273.0 Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy CS%fH Pkg ID: 7191025 Document Recording Fees $ 46.00 Document Total $ 46.00 Requesting Parry: TTf1E MARK LLC (WACONIA) Pages: 9 Document Number: A7O231O Filed and/or Recorded on Aug 13, 2020 10:50 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy CS/TH Pkg ID: 7191068 Document Recording Fees $ 46.00 ------------------------------- ------------ DocumentTotal $ 46.00 Requesting Party: TITLE MARK LLC (WACONIA) Pages: 9 This cover page has been added to this document by Carver County Land Records and is now an official pan of this recorded document STORMWATER MAINTENANCE AGREEMENT/ BEST MANAGEMENT PRACTICE FACILITIES THIS AGREEMENT is made and entered into as of the � day of TIIA 4 /t (+- , 2020, by and between LAKETOWN BUILDERS LLC, a Minnesota limited liabilitypany (the "Developer") and the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"). III oceit "II A. The Developer is the owner of certain real property located in Carver County, Minnesota, legally described as follows: Lots 1, 2, and 3, Block 1, Boylan Shores, Carver County, Minnesota, according to the recorded plat thereof ("Property"); and B. The Developer is proceeding develop the Property; and C. The final plans for the solLANSAofESfinal plat, hereinafter called the "Plans", which are expressly made a part hereof, as approved by the City, provides for detention/retention of stormwater within the confines of the Property; and D. The City and the Developer agree that the health, safety, and welfare of the residents of the City of Chanhassen, Minnesota, require that on-site stormwater management/BMP facilities be constructed and maintained on the Property; and E. The City requires that on-site stormwater management/BMP facilities ("Stormwater Facilities") as shown on the Plans be constructed and adequately maintained by the Developer as a condition of final plat approval of Boylan Shores; and F. As a condition of final plat approval the Developer is required to enter into this Agreement; and G. The parties acknowledge that the Developer intends to assign this Agreement to a homeowners association that will be formed to acquire the common elements, including but not limited to the Stormwater Facilities, and manage the common interest community known as Boylan Shores Homeowners Association. NOW, THEREFORE, in consideration of mutual covenants of the parties set forth herein and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Construction of Stormwater Improvements. Developer shall construct the Stormwater Facilities in accordance with the plans and specifications identified in the Plan. 2. Maintenance of Stormwater Improvements. A. The owner of the Stormwater Facilities from time -to -time, including but not limited to, Developer and its successors and assigns (collectively, but each only during their period of ownership, the "Responsible Party") shall adequately maintain the Stormwater Facilities in accordance with the Stormwater Maintenance Plan and the City engineering standards for stormwater treatment facilities attached hereto as Exhibit A. 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. B. The Responsible Party 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 applicable federal, state, and local regulations relating to the disposal of material, such as sediment. 3. Inspection and Reporting. The Responsible Party 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, beans, 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 applicable requirements of the approved Plan and City engineering standards set forth in Exhibit A. 4. City Access and Maintenance Rights. A. The Developer hereby grants permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stormwater management/BMP facilities, which are located within a public drainage and utility easement, whenever the City deems necessary. The City shall provide the Responsible Party, copies of the inspection findings and a directive to commence with the repairs if necessary ("Inspection Report"). B. In the event the Responsible Party 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 Responsible Party 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 Responsible Party's property taxes, to the Responsible Party. This provision shall not be construed to allow the City to erect any structure of permanent nature 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, Responsible Party 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 Responsible Party shall defend and hold the zos307A City harmless from any such third -party claim, except to the extent of the City's or its agents', contractors' or employees' negligence or willful misconduct. 5. Reimbursement of Costs. The Responsible Party shall reimburse the City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 6. Indemnification. This Agreement imposes no liability of any kind whatsoever on the City. The Responsible Party shall 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 Responsible Party or the Responsible Party's agents' or employees' 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 Responsible Party to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement, the Responsible Party shall indemnify and hold harmless the City, its employees, agents and representatives from any cost, damage or harm, except to the extent resulting from for its or their own negligent acts in the performance of the Responsible Party's required work under this Agreement. Failure to perform any of the Responsible Party's required work shall not be considered negligence by the City, its employees, agents or representatives. 7. Notice. All notices required under this Agreement shall either be personally delivered or be sent by certified or registered mail and addressed as follows: To the Developer: Laketown Builders LLC Attention: Dale Willenbring 1536 Beachcomber Blvd Waconia, MN 55387 To the City: City of Chanhassen Attention: City Manager 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 All notices given hereunder shall be deemed given when personally delivered or two business days after being placed in the mail properly addressed as provided herein. 8. Successors/Covenants Run with Proyerty. All duties and obligations of Developer under this Agreement shall also be duties and obligations of Developer's successors and assigns, including any homeowners association. The terms and conditions of this Agreement shall run with the Property. [Remainder ofpage intentionally left blank Signature pages (2) follow. f 205307vi DEVELOPER: LAKETOWN BUILDYRS LLC Un STATE OF MINNESOTA ) )ss. COUNTY OF Its Manager L e fore oing insmrment was acknowledged before me this (2 day of ✓ , 20� b;LW� , �bZ Manager of Laketown Builders LLC, a Minnesota limited liability comppny, on behalf of said entity. I— K =11NOW PP Notary 205307v1 STATE OF MINNESOTA )SS. COUNTY OF CARVER CITY: CITY OF CHANHASSEN i Elise Ryan, Mayor AW Heather Johnston, Interim City Manager The foregoing instrument was acknowledged before me this �" ' day of S 20?Lg by Elise Ryan and Heather Johnston, respectively, the Mayor and City Manager, of the ity of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. lnaA Notdry Public T. MEUWISSEN Notary Publb-Mlrui SE I#K'M y camp E.a�...i.+st, zozs THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 AMP/jmo 205307A .� cd i� r fp . , ...,...,. STATE OF MINNESOTA )SS. COUNTY OF CARVER CITY: CITY OF CHANHASSEN i Elise Ryan, Mayor AW Heather Johnston, Interim City Manager The foregoing instrument was acknowledged before me this �" ' day of S 20?Lg by Elise Ryan and Heather Johnston, respectively, the Mayor and City Manager, of the ity of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. lnaA Notdry Public T. MEUWISSEN Notary Publb-Mlrui SE I#K'M y camp E.a�...i.+st, zozs THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651)452-5000 AMP/jmo 205307A EIOIIBIT A TO STORMWATER MAINTENANCE AGREEMENT Operations and Maintenance of Stormwater Facility The Association, shall be vested with and shall be responsible for conducting an annual inspection using a certified inspector, of the stormwater facility as depicted and attached hereto, utilizing the stormwater facility maintenance inspection checklist, attached hereto, and shall make any repairs to the stormwater facility, including removal and replacement of dead plants, replacement of mulch, and weeding, as determined by the certified inspector on an annual basis or as otherwise specified by the City's Water Resources Coordinator for the remaining life of the Stormwater Facility. 6 zos3o7vi M L 205307v1 ---- ----- 4 — 7 Inspector: Stormwater Facility Maintenance Inspection Checklist Date: Time: Weather: Rainfall over previous 2-3 days? Y/N Reading from closest NOAA reporting station: Rain Garden location: Mark items in the table below using the following key: X Needs immediate attention — Not Applicable V Okay ? Clarification Required Inspection Frequency Key: A= Annual, M= Monthly, AMS-- After Major Storm Comments: 205307v1 Maintenance Needed Inspection Frequency DEBRIS CLEANOUT (A) 1. Stormwater Basin, manholes and contributing areas clean of debris 2. No dumping of yard waste into rain garden 3. Litter has been removed VEGETATION (A) 4. No evidence of erosion 5. Plant composition still according to approved plans 6. No placement of inappropriate plants DEWATERING AND SEDIMENTATION (AMS) 7. Stormwater Basin dewaters between storms 8. No evidence of standing water 9. No evidence of surface clogging 10. Sediments should not be greater than 20% of design depth OUTLETS/OVERFLOW SPILLWAY (A) 11. Good condition, no need for repair 12. No evidence of erosion 13. No evidence of any blockages INTEGRITY OF BIOFILTER (A) 14. Stormwater Basin and manholes have not been blocked or filled inappropriately 15. Mulch layer is still in place (depth of at least 3") 16. Noxious plants or weed removed Inspection Frequency Key: A= Annual, M= Monthly, AMS-- After Major Storm Comments: 205307v1