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CAS-06_2017-06 SUBDIVISION & VARIANCECITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 05/19/2020 4:08 PM Receipt No. 00439084 CLERK: dwashburn PAYEE: Custom Home Builders Title LLC 10850 Old County Road 15 Suite 100 Plymouth MN 55441- Lotus Woods ------------------------------------------------------- Park Fees 5,800.00 Final Plat Recording Fees 450.00 GIS List 45.00 2-3% Public Improvements 1,302.96 Swamp Fees 8,829.60 Sewer Hook -Up 1,382.00 Water Hook -Up 4,784.00 Security Escrow -Street Construction of Lotus Woods Dr 29,788.40 Security Escrow 52,074.97 Total Cash Check 13085 Change 104,456.93 0.00 104,456.93 0.00 Document Number: T213601 Torrens Certificate: 41075.0 Cancelled Certificate: Listed Below Fled and/or Recorded on May 14, 2020 11:48 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy DL Pkg ID: 7154660 Document Recording Fees $ 56.00 ADDITIONAL MEMORIAL FEE $ 20.00 Document Total $ 76.00 Requesting Party: CUSTOM HOME BUILDERS TITLE, LLC Pages: 3 Cancelled Torrens Certificates: 38451.0 40823.0 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document PLAT M A P NEW PLAT NAME: LOTUS WOODS UNDERLYING LEGAL: OUTLOT A BIG WOODS ON LOTUS LAKE PO GOV LOT 6 AND PO NW NW 12.116.23 PARENT PID(S) 25.1090101 GIS & PLAT FILE / NEW PID FIRST 5 23B� / 25.439 i ;�✓_�� 'i ilk_ 1 ��s, Document Number: T2136O2 Torrens Certificate: 41075.0 Filed and/or Recorded on May 14, 2020 11:48 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy DL Pkg ID: 7154660 Document Recording Fees $ 46.00 Document Total $ 46.00 Requesting Party: CUSTOM HOME BUILDERS TITLE, LLC Pages: 23 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA 205909,2 LOTUS WOODS DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE I. REQUEST FOR PLAT APPROVAL............................................................................SPA 2. CONDITIONS OF PLAT APPROVAL........................................................................SPA 3. DEVELOPMENT PLANS............................................................................................SPA 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 I. RIGHT TO PROCEED.................................................................................................00-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-I 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............................................................................. . 10. ACCEPTANCE AND OWNERSHIP OFIMPROVEMENTS....................................GC-3 It. 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 2oMOM D. E. G. H. 1. J. K. L. M. N. O. P. Q• R. S. T. U. V. W. x Y. Z. Breachof Contract............................................................................................GC-7 Severability.......................................................................................................GC-7 BuildingPermits ...............................................................................................GC-7 Waivers/Amendments.......................................................................................GC-7 Release..............................................................................................................GC-7 Insurance...........................................................................................................GC-7 Remedies................ ........................................................................................... OC-8 Assignability.....................................................................................................GC-8 ConstructionHours...........................................................................................GC-8 NoiseAmplification..........................................................................................00-8 Access...............................................................................................................00-8 StreetMaintenance ............................................................................................GC-8 Storm Sewer Maintenance ................................................................................GC-9 Soil Treatment Systems ....................................................................................GC-9 Variances........................................................................................................... GC-9 Compliance with Laws, Ordinances, and Regulations.....................................GC-9 Proofof Title.....................................................................................................GC-9 SoilConditions ................................................................................................GC-10 SoilCorrection................................................................................................GC-10 HaulRoutes ..........................................................................................................GC-10 DevelopmentSigns..............................................................................................GC-10 ConstructionPlans...............................................................................................GC-10 As -Built Lot Surveys...........................................................................................GC-11 205999`2 i i CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) LOTUS WOODS ti M AGREEMENT dated July 22, 2019 by and between the CITY OF CHANHASSEN Minnesota municipal corporation (the "City"), and, LOTUS WOODS HOLDINGS, LLC, Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Lotus Woods (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 July 22, 2019, prepared by Otto Associates Engineers & Land Surveyors, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated June 18, 2019, prepared by Otto Associates Engineers & Land Surveyors, Inc. Plan C: Plans and Specifications for Improvements dated June 18, 2019, prepared by Otto Associates Engineers & Land Surveyors, Inc. 205909v2 Sp-, 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 GradinglRestoration H. Underground Utilities (e.g. gas, electric, telephone. CATV) 1. 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 hank acceptable to the City, or cash escrow ("security") for $52,074.97. The amount of the security was calculated as 110% of the following: Site Grading(Erosion Control,Restoration Sanitary Sewer Watcmain Storm Sewer, Drainage System, including cleaning and maintenance Streets Street lights and signs Sub -total, Construction Costs Engineering, surveying, and inspection (7% of construction costs) Landscaping (2% of construction costs) Special assessments (to be re -assessed to the lots and outlots in the final plat) Sub -total, Other Costs $8,445.00 $11,468.00 $10,719.00 $ - $12,000.00 $800.00 $43,432.00 $3040.24 $868.64 S - $3,908.88 TOTAL COST OF PUBLIC IMPROVEMENTS $47,340.88 SECURITY AMOUNT (110%of47,340.88) $$2,074.97 4� 205909v2 S1,-') 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 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 addresses: Paul T. Eidsness Lotus Woods Holdings, LLC 1217 Cape Coral Parkway East #346 Cape Coral, FL 33904 E-Mail: Phone: 612-889-5764 Paul T. Eidsness Lotus Woods Holdings, LLC 35 Interlachen Place Excelsior, MN 55331 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. S. Other Special Conditions. A. SECURITIES AND FEES A S52,074.97 letter of credit or escrow for the developer -installed improvements, the S22,593.56 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 July 22n', 2019 staff report. 2059o9v2 SP-3 F.n incerine: l . The applicant shall submit an existing conditions survey prior to the recording of the final plat. 2. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 3. A copy of the executed construction easement shall be provided to the city prior to grading. 4. The applicant will be required to dedicate 50 feet of right-of-way (ROW) to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". 5. The developer shall put into escrow $29,788.40 for the future street construction of"Lotus Woods Drive" abutting Lot 2 prior to recording of final plat. The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 6. A sign approved by the city shall be placed in the ROW at the comer of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. T Updated plans illustrating the location and connection methodologies of sanitary and water services for Lot 1 will be required prior to the issuance of building permits. From as -built information, it appears there was water and sanitary laterals stubbed to the property in 1975. if these services are currently in use by an existing property, the developer shall relocate those services to avoid having private service lines running through the subdivision. If these services are not in use, the developer shall field verify their locations and serviceability prior to connecting services to the laterals. 8. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 9. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. 10. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 11. The development of Lots 1 and 2 will be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 12. The applicant shall enter into a Development Contract. 13.On Sheet 1 of 6 of the sanitary sewer and waterrnain plan: curb stop for water service shall be installed at the property line per detail #1005; the PVC sanitary sewer service to Lot 2 shall be 6" in accordance with detail #2001; the note describing work to existing bituminous and curb and gutter on future Lotus Woods Drive shall read "remove existing bituminous and curb & gutter" for clarity; a gate valve shall be installed where the 8" water main is to be extended from the existing 8" water main stub (show in profile); the 5.98 205909v2 SP-9 lineal foot outside drop connection to the sanitary manhole shall be an inside drop per detail #2104. 14. On Sheet 2 of 6 of the grading and erosion control plan: grading and erosion control notes reference the NPDES permit, as this site will not disturbed over 1 acre it is not anticipated that the general requirements of the permit will have to be met, this may be updated at the developer's/engineer's discretion; note 6 discusses dewatering practices and references a temporary sediment basin, however the plans do not illustrate its location, update plans or note accordingly; note 8 should specify that a sweeper/vac truck shall be utilized for cleaning operations. 15. On Sheet 6 of 6 of the details: detail plate #5200 should be updated from "typical residential street section" to "modified residential street section'; provide detail of the future street construction sign, coordinate with the street superintendent (952-227-1303). Water Resources: 1. Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Section 19-143. Park: Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the two 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 $5,800. Enviromnental Resources Coordinator: I . The rear 140 feet of Lot 1 and the rear 40 feet of Lot 2 shall be covered by a Conservation Easement. Tree preservation fencing will be required on each lot. 2. Fencing must he installed at the edge of grading limits prior to the start of any construction activities. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 20590M SP J C C 5 STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) CITY OF CHANHASSEN BY: Elise Ryan, Mayor AND: 4,lj 6 -- W -Gerhardt, -City Manager -Lh o The foregoing instrument was acknowledged before me this A'day' of 6Lbalan 20 Vby Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhasse4 a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. zNOTARLJ-A- �w I WKIM T. =MEUWISSEN Notary Publ"hnaotg My Omwi=W EVkn Jw 31, 2M 2W9O9v2 SP-6 LC B1 STATE OF MVINESOTA) ( ss. COUNTY OF 2024 The foregoing instrument was acknowledged before me this 2T da of by Paul T. Eidsness, President of Lotus Woods Holdings, LLC, a Mi esota limited lia ity company, on behalf of the company. NOTA U IC USDA MABEL PAFZ NOTARY PUBLIC STATE OF FLORIDA CUM. !, FF992897 Expires SM2020 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 z05909vz SP-' FEE OWNER CONSENT TO DEVELOPMENT CONTRACT Paul T. Eidsness and Mira Srdanov, spouses married to each other, 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 Q'Aday of ML1) 2020. STATE OF ) COUNTY OF ) _ )ss. The foregoing instrument acknowledged before me this / J='day of 2020, by Paul T. Eidsness an ira Srdanov, spouses m 'ed to each o e c Brlttrd Notary PUNIC c State of Florida my Commission Expires 02/07/2023 Commission No. GG 299334 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 2059090 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot 1 and Lot ?. Block 1, Lotus Woods, according to the recorded plat thereof, Carver County, Minnesota. 205909Q CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" EN .RA 'ONpjTIONS 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 Recorders 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 fumished 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 z05909vz 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 engine /inspector to respond to questions from the City lnspector(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 Citv 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 CiWs rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in fill 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 emsion 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. 20591M2 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'/2) inches caliper, either bare root in season, or balled and buriapped. 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 ofoccupancy 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 I st. Upon expiration of the time period, 205909v2 GC-3 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 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]) a warranty/maintenance bond for 1001/6 of the 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. Book -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 arc issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four vear 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 2059090 GC-4 signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for famishing 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 famished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly famish 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'/,%) of construction costs for the first $1,000,000 and one and one-half percent (1 !6%) 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 foe, 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 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 205909v2 GC-5 for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 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 assesstncnts 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, G1S 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. 2059090 GC-6 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 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, watemtain, 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. 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. 205909v2 GC-7 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 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. Assi bilit . 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 h Tird & 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 became 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. zo5909vz GC-8 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 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 stone 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: l . 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 203909v2 GC-9 �ft� Lvt s o-� rr,. rtl 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. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul mutes 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 sips 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 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 draintiie cleanouts, (6) bench marls network, (7) digital file of as -built plans in both .dxf & .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 maybe issued and the as -built escrow withheld until all work is complete. Rev. 313IM 20590M GC-10 2 v Document Number: T2136O3 Torrens Certificate: 41075.0 Fled and/or Recorded on May 14, 2020 11:48 AM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy DL Pkg ID: 7154660 Document Recording Fees $ 46.00 Document Total $ 46.00 Requesting Party: CUSTOM HOME BUILDERS TITLE, LLC Pages: 7 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document V !Reserved /or recording inlormationJ CONSERVATION EASEMENT INSTRUMENT made this 18' day of February, 2020, by and between PAUL T. EIDSNESS and MIRA SRDANOV, spouses married to each other, ("Grantors"), and the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"). WITNESSETH: The Grantors, in consideration of approval of the Lotus Woods final plat, the requirement of the Lotus Woods Development Contract, and other good and valuable consideration paid by the City, the receipt and sufficiency of which is hereby acknowledged, hereby creates and grants unto the City a permanent conservation easement for the purposes set forth in this instrument, over, under, and across the premises legally described on the attached Exhibit "A" and depicted on the attached Exhibit "B" (the "easement premises") to preserve the existing high quality woodlands and retain the wooded feel of the neighborhood. I. Scope of Easement. Grantors for themselves, their heirs, successors and assigns, understand and agree that the following are prohibited in perpetuity on the easement premises: A. Constructing, installing, or maintaining anything made by man, including but not limited to buildings, structures, walkways, clothes line poles, and playground equipment, except as allowed or required under any drainage and utility easements located within the easement premises. B. Cutting or removing trees or other vegetation, except for (i) noxious weed control or diseased trees directed by a governmental agency, or (2) when approved by the City, removing dead trees, trimming trees to maintain health. C. Excavation or filling or material alteration of grade. D. The deposit of waste, yard waste, or debris. E. Activity detrimental to the screening of the neighboring properties. 203176v5 i=In F. Application of fertilizers, whether natural or chemical. G. Application of chemicals for the destruction or retardation of vegetation. H. The application of herbicides, pesticides, and insecticides, except for noxious weed control by or as directed by a governmental agency. 1. Outside storage of any kind. J. Activity detrimental to the preservation of the scenic beauty, vegetation, and wildlife. 2. Exceptions. Grantors for themselves, their heirs, successors and assigns, further grant the City the afffimmtative right, but not the obligation to do the following on the easement premises: Enter upon the easement premises at any time to enforce compliance with the terms of this instrument. 3. Warranty of Title. The Grantors warrant that they are the owners of the Property as described above and have the right, title and capacity to convey to the City the Conservation Easement herein. 4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages, demands, obligations, including penalties and reasonable attorney's fees, or losses resulting from any claims, actions, suits or proceedings based upon a release or threat of release of any hazardous substances, pollutants, or contaminants which may have existed on, or which relate to, the Easement Area or Property prior to the date of this instrument. 5. Release. Grantors hereby remiss, release, acquit and forever discharge, forever, the City and any and all of its officers and employees of and from any and all claims, demands or causes of action of any kind or nature whatsoever which may arise or accrue by virtue of any flowage or trespass with water over and upon any or all of the Easement Premises within the terms of this Agreement. 6. No Public Interest. Nothing contained herein or the dedication in the Plat shall be construed as creating any use rights in the general public or as dedicating for public use any portion of the Easement Premises, except as expressly described in this Agreement. 7. Binding Effect: Enforceability. The terms and conditions of this instrument shall run with the land and be binding on the Grantors, and Grantor's heirs, successors and assigns. This Conservation Easement is enforceable by the City of Chanhassen acting through its City Council. 8. Amendment. This Agreement may be amended, modified or released by an instrument signed by the City and the Grantors, or their respective heirs, successors and assigns in interest to the Easement Premises. 203176%,4 IN WITNESS WHEREOF, the parties hereto have set their hands effective as of the day and year set forth above. STATE OF P I. ) )Ss. COUNTY OF LC f ) e f oing instrument was wledged before me s �'�aay of 2020, by Pa idsness an ira Srda ov, po es married o each other,�ramo Brftl Nmstrbrg' Notary Public State of Florida My Commission Expires OPJ07/2023 Commission No. 00 299334 203176VS CITY OFCHANHASSEN C:)•,',. :. (SEAL — — .. F7 ., r, .� Elise Ryan, Mayor to ',, ?r `'� • And odd Gerhardt, City Manager-- ..... STATE OF MINNESOTA ) )as. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisat day of 20 � by Elise Ryan and by Todd Gerhardt, respectively the Mayor and City Manager f the' City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. No pu DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Offl a Center 1 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP 2031)6v4 EXHIBIT "A" TO CONSERVATION EASEMENT Easement Description A permanent easement for conservation purposes over, under and across the East 140.00 feet of Lot 1, Block 1, and the West 40.00 feet of Lot 2, Block I, LOTUS WOODS, Carver County, Minnesota, according to the recorded plat thereof. 203176v4 I Easement Exhibit .� N - N- s tl` \ •\ \n• \\ c-vl vJ 1 ` � ��r� •\ ter- n 1.iVlii \ � �x�w�+. Iovypr�na ururvE A. fmf IMCO leef e1 lM 1. lbe. G wl.. OSI i0.(q MI ..la I, wire (tpNS Iomt, w,. 0.+1% YMesN .vI(ni 4 M. •4i1 IM'YaaM 1 — I C] N!f � 16fM.Y Sf. wnn•+r• C] � e e Ir v�rVJ q IWW ,P� MIY IID (RI>BIWAT UYip/fS}--�� A � �, I { 4 YI IOM lRf mil- nines itY.uui I \ �� .. _ • �. _ . y J /•�I O w.q.wNrww itl11Y�rISNV(IN.M Eidsness Law Offices PLC A1M Is�.laan , IfY,psn .Il. araw.�,. 18-19 T.J.B. I.MWP.E A 16-01396 LYW MOII bY, f-WP A CITY OF CHANHASSEN 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 OF TRANSMITTAL DATE JOB N0. 5/5/20 PC 2017-06 ATTENTION Jean Olson RE Lotus Woods ® Attached ❑ Under separate cover via the following items ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 Documents for -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 Sharmeen AI-Jaff at 952-227-1134 or SAI-Jaff@ci.chanhassen mn us with any questions regarding the attached Thank you COPY TO k -- SIGNED: __ J ' J n Steckling. (952) 227- 0 If enclosures are not as noted, kindly notify us at once. Lotus Woods 1. Property ID Card 2. Letter of Approval 3. Recording Checklist 4. Development Contract (replace flagged sheet) 5. Conservation Easement and Exhibit (replace flagged sheet) 6. Final Plat Areas 7. Final Plat 8. Title Commitment 9. Judgment on initial registration of land and Receipt 1O.Escrow for Development (missing) I I.Development fees (missing) 12.Certificate of Insurance (missing) Property Card Parcel ID Number 251090101 Taxpayer Information Taxpayer Name PAUL T EIDSNESS Mailing Address 1217 CAPE CORAL PKWY E # 346 CAPE CORAL, FL 33904- Property Address Address City Parcel Information Uses Res V Land GIS Acres 1.17 Net Acres Deeded Acres 1.17 Plat BIG WOODS ON LOTUS LAKE Lot Block Tax Description OUTLOT A P/O GOVT LOT 6 DESC AS BEG AT PT IN CENTER LINE LAKEVIEW DR DIST 243.51' ON Building Information Building Style ade Above rS Ft Finished Bedrooms Year Built Garage Miscellaneous Information School District Watershed District Homestead 0112 i WS 064 RILEY PURG BLUFF N Green Acres Ag Preserve N N Assessor Information Estimated Market Value 2018 Values (Payable 2019) 2019 Values (Payable 2020) Last Sale Land $133,500.00 $140,200.00 Date of Sale Building $0.00 $0.00 Sale Value Total $133,500.00 $140,200.00 The data provideb herewith a for reference purposes only. This data is not sudable for legal, engineering, suneymg or other similar purposes. Carver County does not guarantee fine accuracy of the mformalion contained herein. This data is furnished on an as is basis and Caner County makes no representagooe or warranties, either expressed or impl ed, for the me2mGlity haaor fitness of the informs provided for any purpose. This discleimer as 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 data In anyway expressly waives all claims, and agrees to defend, indemnify, and hold harmless Caner County, its officials, oBicers, agents, employees, etc. from any and all claims brought by anyone who uses are Infortnatlon provided for herelq its employees or agents, or W rd parties which arse out of users access. By acceptance of this data, are user agrees not to transmit this data or provide access to it or any part of it to another pant unless me user IncWdes w1r, the data a copy of this disclaimer. Tuesday, July 23, 2019 Carver County, MN CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow July 26, 2019 Mr. Paul T. Eidsness 1217 Cape Coral Parkway East, #346 Cape Coral, FL 33904 Re: Lotus Woods Approval Letter — Planning Case No. 2017-06 Dear Mr. Eidsness: This letter is to formally notify you that on July 22, 2019, the Chanhassen City Council adopted the following motions: SUBDIVISION Engineering: 1. The applicant shall submit an existing conditions survey prior to the recording of the final plat. 2. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 3. A copy of the executed construction easement shall be provided to the city prior to grading. 4. The applicant will be required to dedicate 50 feet of ROW to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". 5. The developer shall put into escrow $29,788.40 for the future street con=ction of "Lotus Woods Drive" abutting Lot 2 prior to recording of final plat The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 6. A sign approved by the city shall be placed in the ROW at the comer of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. 7. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 8. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. PH 952.227.1100 • wwwA.chanhassen.mn.us • FX 952.277.1110 7700 MARKET BOULEVARD - PO BOX 147 CHANHASSEN - MINNESOTA 55317 Mr. Paul Eidsness Lotus Woods Approval Letter July 26, 2019 Page 2 9. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 10. The development of Lots 1 and 2 dvill be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 11. The applicant shall enter into a Development Contract. Water Resources: 1. Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Sec. 19-143. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a Condition of Approval for the two 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 $5,800. Environmental Resources Coordinator: 1. The rear 140 feet of Lot I and the rear 40 feet of Lot 2 shall be covered by a Conservation Easement. 2. Tree preservation fencing will be required on each lot. Fencing must be installed at the edge of grading limits prior to the start of any construction activities. DEVELOPMENT CONTRACT "The City Council approves the development contract for Lotus Woods." CONSTRUCTION PLANS "The City Council approves the construction plans dated Received June 21, 2019 for Lotus Woods subject to the following conditions: 1. Updated plans illustrating the location and connection methodologies of sanitary and water services for Lot 1 will be required prior to the issuance of building permits. From as -built information, it appears there were water and sanitary laterals stubbed to the property in 1975. If these services are currently in use by an existing property, the developer shall relocate those services to avoid having private service lines running Mr. Paul Eidsness Lotus Woods Approval Letter July 26, 2019 Page 3 through the subdivision. if these services are not in use, the developer shall field verify their locations and serviceability prior to connecting services to the laterals. 2. On Sheet I of 6 of the sanitary sewer and water main plan: curb stop for water service shall be installed at the property line per detail #1005; the PVC sanitary sewer service to Lot 2 shall be 6" in accordance with detail #2001; the note describing work to existing bituminous and curb and gutter on future Lotus Woods Drive shall read "remove existing bituminous and curb & gutter" for clarity; a gate valve shall be installed where the 8" water main is to be extended from the existing 8" water main stub (show in profile); the 5.98 lineal foot outside drop connection to the sanitary manhole shall be an inside drop per detail #2104. 3. On Sheet 2 of 6 of the grading and erosion control plan: grading and erosion control notes reference the MPDES permit, as this site will not disturbed over 1 acre it is not anticipated that the general requirements of the permit will have to be met, this may be updated at the developer's/engineer's discretion; note 6 discusses dewatering practices and references a temporary sediment basin, however the plans do not illustrate its location, update plans or note accordingly; note 8 should specify that a sweeper/vac truck shall be utilized for cleaning operations. 4. On Sheet 6 of 6 of the details: detail plate #5200 should be updated from "typical residential street section" to "modified residential street section"; provide detail of the future street construction sign, coordinate with the street superintendent (952-227-1303)." Attached are a list of items required for recording of the plat, Development Contract for you to sign and return with 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 saliaff�a_.ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosures ec: George Bender, Assistant City Engineer Erik Henricksen, Project Engineer Paul Otto, Otto and Associates g.lplan12017 planning c \17-06 loins woods (fo lv eidsnss) subdivisioM inal platlepproval lean final p1mAoc RECORDING FOR: Lotus Woods Items Required for Recording: Date: December 31, 2019 V 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 • Three, 1" = 200' scale paper copy of the final plat (Carver County Auditor, Assessor and Surveyor) • Signed Development Contract • Fee Holder Consent to the Development Contract d Easements: Conservation Easement over Lots 1 & 2, Block 1. Lotus Woods. A recent copy of the title commitment enclosed/emailed (date: ) Additional items required by The City of Chanhassen: V Final Plat Mylars ("City Copy") 1Z 1" = 200' scale paper reduction of the final plat (with street names and lot and block numbers only) I,: Security: $52,074.97 from (bank name) ❑ Cash fee: $22,593.56 (based on 2020 rates) ❑ Escrow: $29,788.40 Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates V Area, in square feet, of D&U Easement and ROW dedication Notice: The developer must pay current year property taxes in full and any delinquent property taxes or green acres taxes must also be paid before the plat can be filed. NOTES: Missing security, cash fee, escrow, digital plat in .dxf.'"4� ' "A9 4/16/2020 ADDITIONAL INSTRUCTIONS: G:\PLAN\2017 PlanningCases\17-06 Lotus Woods (formerly Eidsness(Subdivision\Final Plat\plat recording checklist. docx Additional instructions on reverse? Yes/No CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA LOTUS WOODS DEVELOPMENT CONTRACT' (Developer Installed Improvements) zos909vz TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL ............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL.................................. SP-1 ..................................... 3. DEVELOPMENTPLANS ............................................................................................SP-1 4. IMPROVEMENTS ........................................................................................................ SP-2 5. TIME OF PERFORMANCE .........................................................................................SP-2 6. SECURITY ....................................................................................................................SP-2 7. NOTICE .........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS ................................................................................ 9. GENERAL CONDITIONS SP-3 ........................................................................................... SP-5 GENERAL CONDITIONS l. RIGHT TO PROCEED 2. .....................................:.......... PHASED DEVELOPMENT ......... ........................................GC -I 3. ........................................................................................GC-1 PRELIMINARY PLAT STATUS 4. ................................................................................GC-1 CHANGES IN OFFICIAL CONTROLS 5. .....................................................................GC-1 IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS 7. ..................................................................................................GC-2 LICENSE 8. ......................................................................................................................GC-2 SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHERBUILDING.........................................................................................GC-2 9. CLEAN UP 10. ........................ ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS 12. .................................................................................... PARK DEDICATION ................................... GC-3 13. ..................................................................................................GC-3 LANDSCAPING 14. ..........................................................................................................GC-3 WARRANTY 15. ............................ LOT PLANS GC 4 16. .................................................................................................................GC EXISTING ASSESSMENTS 4 17. .......................................................................................GC-4 HOOK-UP CHARGES 18. .................................................................................................GC PUBLIC STREET LIGHTING 4 19. .....................................................................................GC-4 SIGNAGE 20. .....................................................................................................................GC-5 HOUSE PADS 21. ..............................................................................................................GC-5 RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.. 22. ....................................................................................... MISCELLANEOUS GC-6 A. Construction Trailers ........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C- Third Parties ......................................................................................................GC-7 2o59a9v2 10 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 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 N. ..........................................................................................GC-8 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 V. ................................................................................................GC-10 Soil Correction ................................................................................................GC-l0 W. X. Haul Routes.......................................... ................................................. ...............GC-10 Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 2059090 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) LOTUS WOODS SFEC-LELMUONS AGREEMENT dated July 22, 2019 by and between the CITY OF CHANHASSEN, Minnesota municipal corporation (the "City"), and, LOTUS WOODS HOLDINGS, LLC, Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Lotus Woods (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, famish 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 July 22, 2019, prepared by Otto Associates Engineers & Land Surveyors, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated June 18, 2019, prepared by Otto Associates Engineers & Land Surveyors, Inc. Plan C: Plans and Specifications for Improvements dated June 18, 2019, prepared by Otto Associates Engineers & Land Surveyors, Inc. 205909v2 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 terns 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 $52,074.97. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $8 44g 00 Sanitary Sewer $11,468.00 Watermain $10,719.00 Storm Sewer, Drainage System, including cleaning and maintenance $ - Streets $12,000.00 Street lights and signs $800 00 Sub -total, Construction Costs $43,432.00 Engineering, surveying, and inspection (7% of construction costs) $3040.24 Landscaping (2% of construction costs) $868.64 Special assessments (to be re -assessed to the lots and outlots in the final plat) $ - Sub -total, Other Costs $3,908.88 TOTAL COST OF PUBLIC UvIpR0 ;TNIFA"TS 547,340.88 205909v2 SP-2 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 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 can shall the security be reduced to a point less than 10°/u 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 addresses: Paul T. Eidsness Lotus Woods Holdings, LLC 1217 Cape Coral Parkway East #346 Cape Coral, FL 33904 E-Mail: ':nt!.;-_--- Phone: 612-889-5764 Paul T. Eidsoess Lotus Woods Holdings, LLC 35 hrterlachen Place Excelsior, MN 55331 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. & Other Special Conditions. A. SECURITIES AND FEES 1. A $52,074.97 letter of credit or escrow for the developer -installed improvements, the $22,593.56 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 July 22', 2019 staff report. 205909v2 SP-3 i Engineering: 1. The applicant shall submit an existing conditions survey prior to the recording of the final plat. 2. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 3. A copy of the executed construction easement shall be provided to the city prior to grading. 4. The applicant will be required to dedicate 50 feet of right-of-way (ROW) to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". 5. The developer shall put into escrow $29,788.40 for the future street construction of"Lotus Woods Drive" abutting Lot 2 prior to recording of final plat. The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 6. A sign approved by the city shall be placed in the ROW at the comer of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. 7. Updated plans illustrating the location and connection methodologies of sanitary and water services for Lot I will be required prior to the issuance of building permits. From as -built information, it appears there was water and sanitary laterals stubbed to the property in 1975. If these services are currently in use by an existing property, the developer shall relocate those services to avoid having private service lines running through the subdivision. If these services are not in use, the developer shall field verify their locations and serviceability prior to connecting services to the laterals. 8. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 9. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. 10. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 11. The development of Lots I and 2 will be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 12. The applicant shall enter into a Development Contract. 13. On Sheet 1 of 6 of the sanitary sewer and watermain plan: curb stop for water service shall be installed at the property line per detail #1005; the PVC sanitary sewer service to Lot 2 shall be 6" in accordance with detail #2001; the note describing work to existing bituminous and curb and gutter on future Lotus Woods Drive shall read "remove existing bituminous and curb & gutter" for clarity; a gate valve shall be installed where the 8" water main is to be extended from the existing 8" water main stub (show in profile); the 5.98 205909v2 SPA lineal foot outside drop connection to the sanitary manhole shall be an inside drop per detail #2104. 14.On Sheet 2 of 6 of the grading and erosion control plan: grading and erosion control notes reference the NPDES permit, as this site will not disturbed over 1 acre it is not anticipated that the general requirements of the permit will have to be met, this may be updated at the developer's/engineer's discretion; note 6 discusses dewatering practices and references a temporary sediment basin, however the plans do not illustrate its location, update plans or note accordingly; note 8 should specify that a sweeper/vac truck shall be utilized for cleaning operations. 15. On Sheet 6 of 6 of the details: detail plate #5200 should be updated from "typical residential street section" to "modified residential street section'; provide detail of the future street construction sign, coordinate with the street superintendent (952-227-1303). Water Resources: 1. Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Section 19-143. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the two 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 $5,800. Environmental Resources Coordinator: I . The rear 140 feet of Lot 1 and the rear 40 feet of Lot 2 shall be covered by a Conservation Easement. Tree preservation fencing will be required on each lot. 2. Fencing must be installed at the edge of grading limits prior to the start of any construction activities. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. 205909V2 SP-5 (SEAJ-) CITY OF CHANHASSEN BY:--1-G-- Elise Ryan, Mayon G ---- AND:. 4v 6 _ d Gerhardt, City Manager --- - STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this Jam_ day of r-e-Y r , 20aQby Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhasserf, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. T NOTARY IC --- — - #KIM 205909J2 SP-- LOTUS W S HOLDINGS LC: BY: PA T. EIDS PRESIDENT STATE OF M oT-A COUNTY OF gZ ( ss 2024 The foregoing instrument was acknowledged before me this 2T da of tit l by Paul T. Eidsness, President of Lotus Woods Holdings LLC, a esota limited 1' company, on behalf of the company. ty y IXiDA MABEL PAEZ NOTARY PUBLIC STATE OF FLORIDA CanxNF FF992687 yv� Expires 5/23/2020 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 20590910 SP-7 i EXIMIT I, I,4 TO DEVELOPMENT COM ACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot I and Lot 2, Block 1, Lotus Woods, according to the recorded plat thereof, Carver County, Minnesota. zos909vz FEE OWNER CONSENT TO DEVELOPMENT CONTRACT Paul T. Eidsness and Mira Erika Erna Srdanov, spouses married to each other, 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 L � day of ePh 20 a-0 STATEOFA6L<�q ) )as. COUNTY OF The foregoing instrument was acknowledged before me this WI-1 day of2Q%, by Paul T. Eidsness and Mira Erika Erna Srdanov, spous married to each oth ee owners. A MABEL NOTARY PUBLIC STATE OF FLORIDA N—o—tary—P— __.__. c UF commN FF992687 Expires 5/23/2020 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 205909v2 CITY OF CHANHASSFN DEVELOPMEN 7 CONTRACT (Developer Installed Improvements) BXMJT IrRn SFNF:►�A�t�L12>vTl `S 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 Recorders 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 Contact, 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 extant 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 2059090 GC-1 with construction. The City will, at the Developers 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 engineers design. The Developer or his engineer shall schedule a preconsuvction 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 hcense 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 back -filling 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 Developers 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 Developers 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 famished to the City to guarantee compliance with City Code § 7-22. 2059090 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 Interpieader 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 fimds 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 mmtmum 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 1st. Upon expiration of the time period, 205909v2 GC-3 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 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 of the improvement, or 2) a letter of credit for twenty-five percent (250/,) 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 301/6 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 205909v2 GC-4 i signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in 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 ON of construction costs; ii) if the cost of the construction ofpublic improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the fast $500,000 and two percent (21/0) 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'ho/") of construction tion costs for the first $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 inspectio This cost will be periodically billed directly to the Developer based on the actual progress ti the ns. 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 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 205909v2 GC-5 for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 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 he 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 Defaalt. 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. MisceHancous. 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 ofpublic 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. 205909v2 GC-6 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 ContracL The City 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 term 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 Citys 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 S1,000,000 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. 205909v2 GC-7 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 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 Amnlification. 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 G. Street Maintenance. Tile 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. 205909v2 GC-8 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 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 famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purohasers 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 205909v2 GC-9 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. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul mutes 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 draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf 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 2e5909v2 GC-10 CONSERVATION EASEMENT INSTRUMENT made this � �day of EFZ" Kj 20 W by and between PAUL T. EIDSNESS and MIRA ERIKA ERNA SRDANOV, spouses marred to each other, ("Grantors'), and the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"). WITNESSETH: The Grantors, in consideration of approval of the Lotus Woods final plat, the requirement of the Lotus Woods Development Contract, and other good and valuable consideration paid by the City, the receipt and sufficiency of which is hereby acknowledged, hereby creates and grants unto the City a permanent conservation easement for the purposes set forth in this instrument, over, under, and across the premises legally described on *'me attached Exhibit "A" and dcp-.cted on the attached Exhibit "B" (the "easement premises'l to preserve the existing high quality woodlands and retain the wooded feel of the neighborhood. 1. Scooe of Easement. Grantors for themselves, their heirs, successors and assigns, understand and agree that the following are prohibited in perpetuity on the easement premises: A. Constructing, installing, or maintaining anything made by man, including but not limited to buildings, structures, walkways, clothes line poles, and playground equipment, except as allowed or required under any drainage and utility easements located within the easement premises. B. Cutting or removing trees or other vegetation, except for (i) noxious weed control or diseased trees directed by a governmental agency, or (2) when approved by the City, removing dead trees, trimming trees to maintain health. C. Excavation or filling or material alteration of grade. D. The deposit of waste, yard waste, or debris. E. Activity detrimental to the screening of the neighboring properties. 203176v4 F. Application of fertilizers, whether natural or chemical. G. Application of chemicals for the destruction or retardation of vegetation. H. The application of herbicides, pesticides, and insecticides, except for noxious weed control by or as directed by a governmental agency. I. Outside storage of any kind. J. Activity detrimental to the preservation of the scenic beauty, vegetation, and wildlife. 2. Excemtions. Grantors for themselves, their heirs, successors and assigns, further grant the City the affirmative right, but not the obligation to do the following on the easement Premises: Enter upon the easement premises at any time to enforce compliance with the terms of this instrument. 3. Warranty of Tide. The Grantors warrant that they are the owners of the Property as described above and have the right, title and capacity to convey to the City the Conservation Easement herein. 4. Environmental Matters. The City shall not be responsible for any costs, expenses, damages, demands, obligations, including penalties and reasonable attorneys fees, or losses resulting from any claims, actions, suits or proceedings based upon a release or threat of release of any hazardous substances, pollutants, or contaminants which may have existed on, or which relate to, the Easement Area or Property prior to the date of this instrument. S. Release. Grantors hereby remiss, release, acquit and forever discharge, forever, the City and any and all of its officer; and employees of and from any and all claims, demands or causes of action of any kind or nature whatsoever which may arise or accrue by virtue of any flowage or trespass with water over and upon any or all of the Easement Premises within the terms of this Agreement. 6. No Public Interest. Nothing contained herein or the dedication in the Plat shall be construed as creating any use rights in the general public or as dedicating for public use any portion of the Easement Premises, except as expressly described in this Agreement. 7. Bindine Effect, Enforceability. The terms and conditions of this instrument shall run with the land and be binding on the Grantors, and Grantor's heirs, successors and assigns. This Conservation Easement is enforceable by the City of Chanhassen acting through its City Council. 8. Amendment. This Agreement may be amended, modified or released by an instrument signed by the City and the Grantors, or their respective heirs, successors and assigns in interest to the Easement Premises. 203176v4 IN WITNESS WHEREOF, the parties hereto have set their hands effective as of the day and year set forth above. TIonfch STATE OF 1r R+NE20TA )_ COUNTY OF t)ss. — ) The foregoing instrument was acknowledged before me this 2� day Y of 20_, by Paul T. Eidsness and Mir�ika Erna Srdanov, spouses marred to eac�herGrantors. 0y IXIDA PAABEL PAEZ Notary Publief NOTARYPUBUC STATE OF FLORIDA Comm# FF99286' -- 9 Expires 5/23/2020 203176%4 CITY OF CHAINHASSEN By (SEAL) Elise Ryan, Mayor6 And�Zq es'^"' , odd Gerhardt, City Manager STATE OF MINNESOTA ) )SS. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 20 � by Elise Ryan and by Todd Gerhardt, respectively the Mayor and City Manager f the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Noz , Fug �- DRAFTED BY: CAMPBELL KNUTSON PMjes3i0na1 AssocWwn Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP 203176v4 EXHIBIT "A" TO CONSERVATION EASEMENT Easement Description A permanent easement for conservation purposes over, under and across the East 140.00 feet of Lot 1, Block 1, and the West 40.00 feet of Lot 2, Block 1, LOTUS WOODS, Carver County, Minnesota, according to the recorded plat thereof. 203176v4 W EXHIBIT "B" TO CONSERVATION EASEMENT • � g.. 1 I 6 g i l qi I tj ie f 1 9BL -T� 1 i i 203176v4 a ID O C L W a d T 4' 3- Q f i ., LOTUS WOODS FINAL PLAT AREAS JOB NO.16-0139 4/3/19 Parcel Area Report Client: Eidsness Law Offices, PLC Project Name: S:\16\16-0139\16-0139 FINAL PLAT.dwg Project Description: Report Date: 4/3/2019 10:45:01 AM Prepared by: S.O.S. Parcel Name Square Feet Acres BLOCK 1 - LOT 1 27908.02 0.64 BLOCK 1 - LOT 2 17433.19 0.40 CARVER BEACH ROAD 3257.20 0.07 LOTUS WOODS DRIVE 5012.02 0.12 CITY OF CHANHASSEN RECEIVED JUN 21 NO g1ANI kw PLANNING DEPT MRCTII31ij N 0 M 60 FEET SCALE he /EEL Bba-kq Hof^: .1"!hb fh a Of oawrnmHl Lot 6 Seolkb IZ IOHThip 116, barite 2J, Ca"We County Ynesofa o -roamed 1. Mar 589VJ'29T e dHoles 'von monumeff fake RLS Coo No I434J (unlMa Othareise Notbd) p drolu 1/2 :M &y 11 Trn eM PVe eel Md III—. by Lkense num&s 40062 G oe+olp to If ,bo HI a Welbor AND uw" LLpe[Nrs Aa 9Na/ MVT: T -, q I 1 ---�---J, L--- who LOTUS WOODS KNOW ALL PERSON$ By 1NESE PRESENTS that Paul r Eidpps Led hire S kka,, MueEHd He wile, fee oahers of the hat ekg daT,rLbd "aft, Wfbf A, M NG<•OS W LOW LAKE Cake- CounlX Yirlrsol0, aeowang to the rKwaed that thereof (CIefill olr of "he No. Jee51) AHD that Pat of WWh-kenf lot 6, Hd (hot bohl of the No theerl Orals of the Nwthenf OIiorf, dl n Serum 12, Iowrshp 11C PHM 2J Coewr Ce ,y, Yimesola, aM,rked M laaoro: Beginning at o Point k the testa, lie of Loe.kb. ih;.. cialahf 24J518 feel a• o dear, of South 22 aegreas 2f mnuln IO moonas East. how the POnt fames by the wtlN li(n of the cents Ibn of Fom RWd Md laeenee Oiw. as deagotbd and da':rwtn m the Moto o/ Caws Brach, at Lmq tole, occortlnq to the pot threat ek Ne Hd of wcerd k the OHIO, of the RegbVor or ❑ ter k and ra .4 Cµm,y Hd Sfofe OI Yknesoh: nd runke, Fan Ihncb Soklh 89 degeen JI ehkIrf. 29 seaHM Earl ISO /eat Plus a .. n nd dmq ,he diwem line &eleven Seat. I aq 12 Of Car. County to the h'er rots meet of Lon, Lode, thence k O sµtheaafHy amoliH With, me high at. marl o/ LHq tote 115 het Plus o, mipq to o Perot 100 Wt at n ';of Inq'es to the bent rl c. ehH raid tears to OloKhd en fosfsly thce NwMHy 69 chair. JI minafes 29 dr Nest 9b5 feet plus a minus to the Cede lire of Lolekhr Oriw; rhel,e North 22 egreee 21 mnuhs e0 secmOs MkI. /08.505 Nel I. the poml of &yirnen,, MTy, o that of La.Mnmsrl Lot 6. ord a pot of the Nolneeel Walev of the Norle".t LAralIe. 01 n $ecfAk 12, Iomohi 116, Range 24 sane &emq wholrH Imd or kkAbIC a by Cert? ale of title No. 1726. Caw CaunfX Slaty of Nampat , Ural lien Witi of o Ins aescrded M kNOH' CcmmencF, al o took( o the cImt, Ike of Ldke.:re Mt.. airiest IU.518 MI m o &bark, Of S th 22 Aber. 21 m0hir. 40 seLHar E.J. Han the Pon, /area by the al.1jah o/ the LMIs Lett of rev Rood and Lobe we Piw, as cent"I d bed aNkwlsel m the Yaa of Caw, BHCh, 01 LHq Ldbeooeaakq to the plot threat ce feet Hd of word k the o/fife o/ he Re,trlrs of MAW n Hd 10, seta Cawnfy Hd S(ofb of Alknebof-; Ha raving Fan IhnM S-uth 89 Maws JI mkules A seaHds fast platq the Harth Ike of Tak Seelke 12 A aslnc. of 5J006 Mt to le port, of blgkknq of bad Ike to be bkokDad; mean SWIh OJ deism Of mink,. J2 secHds EMt la b point 10025 het At right HgeT ham the South Ike of sofa section 1. bad a.4 Ire fhse l.mkatk, (Ce-fificote of rile No. ________________ HOW cWred the same to &b ourMfed and pkl,p M LOW MOCVS Hd be hereby abdicate to the µdie he µdi, web p the ublk vap Hd ,ne aakoge MW-A th Hd ulk'fy eoMmmfr M owled by thin plat M 'fhat,,,newoa/ wb Peat I. Etak-k, bed Yio Sackett th ebHd 9" bile. A°M '.alum. sl Misr hmM ,hie 2O3-R___ J Paw C C tan beWAl. SIAT 0` _LllLtl(C CLX/HIY Or Me rpagokg kblraaHr aw eebraabyal beI>, as fhb 1 .Ar M2 -/ bt, Paw r. fIesh. Hd Y:a SaswrL ,M9e1y a aat (Nwfj Svl&L//r..J (Mdarr Prhlbd Nana) belay, Rik. Yy Comm. erbeir ;dqfl(,X/ 2021 kn Im er Lq1 lm T. l.m ,ar le ro.inb "I -p. 0' eN klYlr Trw tMe w PnewtYa Lw e )J caw temp. ik-rmlr 9lbrMt (b.ol r'a.nm..., an °e, he yet frNw r. NeW IM Ree. 5899J'2➢T 11a ee 9Tb5}}Ibt rrM r J.•oJt t seflT u LYr cWhe brw _ _ _ _ _ — _ _ _ - a M)]TY.Y lteq .�.� Lpylll Ill \ A— I A. \ T{� L° yy \ A ?1.\f =,^ g=%j=� J�tV La \11 VIM L_IVI BLOCK 1 J2 alb \rb.-+N89OJ 29-W La' \C7 N2158IN-* 1209 i\ \ a _ ib��IjnIITO I`�pYtti[ I sasrWT as - _ --- I I I I I I I I I S(ai?W O.RS CERf nCAT I, Pall C Oita be herMy cwhly that that Plat bets ppsM by me H kda, my, deaef Lgrnem: he, I o' Ply t:croself Lord Su yar T the State of YehWhato: that this path eel reakslolkm Of we eounay nay IM1of dl molhena,, H data O IHorb mea .a fly despnafbd H by fnin plol: that mnumnfs abate'.w this 0.1 how aeM. !K eN ae C."' Tel .0 Me yeah; feel a, eala bahkopks ma eel Imd; as OefmH in hiknesof0 SfafufeT Secfu+ 50501. Sgof J. Os of the able of this cwt;&ale de Thom and IcaMed m this islet. Pro tel Public ��WyaW are bear" and IabMbd of, this Plat. Obfbd this __{_fi____ day al _Adhr"IrVT________________ 20,jQ l �f� LitZ_— PaK f Ore, Liotmo, MI Le 11062 Mknebdfo LiLMm Numbw a0062 STATE CY YIHHESOTA COYNry LY wiI r This kbt,v-W f ros x.hAMedged Wb/.Alr'e ch j�[�Ry-QJ/y_ 7 "Q----- by POUT E. Otto f..✓�^G (Horsy So .,...) (Nattily Printed hone) ILA �{ /�� 1 Noisy Pudic, ----- wrillD�� --(gob'Agmi9�Rl My Cokrnissian EraeM: yp( uJI-j)--- CMAANIASXN MAN SOIA Nis plat or LON5 MOL10S we obP-bwd nd oeaebetbd by IM City Cµnce of re City of ChowMSH, MknesatO al b requta mw(kq m.rof held this ______r-_-__ day ol---_. 20___� cad a k cakehOlIce etth ,he aoweknr of M k.fa Statures Seclin 405. OJ S 2 City COOA:pI a IFK pIY Or hWffSOTA __ _Mop By _ Clre CeHly Surwp. carver Canty Ykmsaafa ParArmt to Gq tr 39S Yinsmfo Loin net 197I, this pall M1M beak tyaower this ______ bay of A ____ bid+ E Prlweb. Cookie Surwp By_____________________ ____ ________________ Calmly Au6far. Cane Cauey Yinesra I hseby carrify that font payable k _--------- pro ate yeas now Den Paid Ia two dercria" H Cryrlal Canpe. Cµnly Audtfa By________________________________ -_ RegieNa of rliba Carrr County. Yiawato r hbwby Crfley that fhb beef of LOW MOODS able lied bbN —� NY el _______________ XI_____ or ______ -'dote ----M M Choa wel No. By r2a l - ��l II 1 p I gt�x R pp s tepnp .n war .rl j mmn a nTllbl w � ACT-. _ ypv,bT�r,.M 4M J 2 n V Le._ m �1lM rWM3YV 4.frl5 L-072 VCZ7 ! n Rr T A lye n L�I\) IAfY R.{)94o Cho.1112) (/♦ I I 1 6.I) VV,L.V, \ R VAS Is/n /t n;. _ C11/.LT/id%H7 rat/\2 ♦� IIVVL,/r SO 1 A %eV nr rrl /.T I VVIL.VI 1 r'1 (:IV rrVVV-% VL.I Y:,h `I.Innn- L.I •^ mil/. L.V t vJ � t nTI S L.VIV.i LJ•.t.L_ LAKE I A r VVUJ VI e KocKH Loeb. R.,islrH Of Rlla R r Elryne.r { LYM SrveysL•b, etc � :..'� r-.:�---.s_ _:ffifrear._.a.tan�s�rver---•�m_....r.......� American Land Title Association Commitment for Title Insurance Adopted 6-17.06 Revised 08-01-2016 SCHEDULEA Transaction Identification Data for reference only: Issuing Agent: Custom Home Builders Title, LLC As Agent for Old Republic National Title Insurance Company Property Address: XXX Carver Beach Road, Chanhassen, MN 55317 File No.: HB-42391 Supplemental No. 1 Commitment Date: March 23, 2020 at 07:00 AM 2. Policy to be issued: (a) ALTA Own. Policy (06/17/06) Proposed Insured: Francis Pelletier Christy and Kelsey Layne Christy Proposed Policy Amount: $ 250,000.00 (b) ALTA Loan Policy (06/17/06) Proposed Insured: Bremer Bank National Association, its successors and/or assigns as their respective interests may appear. Proposed PolicyA.mount: $ 1.00 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 Commitment Date vested in: Paul T Eidsness 5. The land referred to in the Commitment is situated in the County of CARVER, State of MINNESOTAand is described as follows: SEE EXHIBIT ATTACHED HERETO Custom Home Builders Title, LLC By: Custom Home Builders Title. LLC This page is only a part of 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; and Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. (HB-42391. PFD/HB-42391/51) Old Republic National Title Insurance Company Commitment Number: HB-42391 EXHIBIT A PROPERTY DESCRIPTION The land referred to in this Commitment is described as follows: That part of Government Lot 6, and that part of the NW 1/4 of the NW 114, all in Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, and a part of the NW 1/4 of the NW 1/4, all in Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of Title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. Torrens Property Torrens Certificate No. 40823.0 Outlot A, Big Woods on Lotus Lake, according to the recorded plat thereof, Carver County, Minnesota. Torrens Property Torrens Certificate No. 38451.0 THE INSURED LEGAL DESCRIPTION FORTHIS TITLE COMMITMENT WILL BEAS FOLLOWS: Lot 1, Block 1, Lotus Woods, Carver County, Minnesota. Torrens Property ALTA Comrdrm at 64)ib4tA (HB&42391.PFD/HB42391/51) American Land Title Association Commitment for Title Insurance Adopted 6.17-06 Revised 08-01-2016 Old Republic National Title Insurance Company SCHEDULE B, PART I Requirements All of the following Requirements must be met: 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 Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Secure and record the plat of Lotus Woods, Development Contract and Conservation Easement. We have been informed that the property described at Item No. 4 of Schedule A is being platted as a part of the current transaction. The new plat must be recorded prior to closing or, if it is to be recorded with the other closing documents, it must be signed by all appropriate parties and governmental agencies, including the county surveyor, prior to closing. In addition, real estate taxes must be paid in full for all of the underlying tax parcels for the year in which the plat is recorded. NOTE: Provide copies of any other associated development documents (easements, covenants, etc.) for review and subsequent recording. Custom Home Builders Title, LLC reserves the right to make further requirements and/or exceptions as appropriate. 5. Satisfy the interest of Lotus Woods Holdings, LLC, a Minnesota limited liability company, as evidenced by Development Contract, shown as "Developer". Custom Home Builders Title, LLC reserves the right to make further requirements and/or exceptions as appropriate. 6. We require an addendum to the purchase agreement assigning seller from Gonyea Homes, Inc., a Minnesota Corporation to Paul T. Eidsness. 7. The fee owner has been divorced. The previous spouse's name was Andrea Eidsness. The Decree of Dissolution of Marriage has been filed and nothing further is required. 8. Warranty Deed from Paul T. Eidsness and Mira Srdanov, married to each other, to Francis Pelletier Christy and Kelsey Layne Christy for Lot 1, Block 1, Lotus Woods, Carver County, Minnesota. 9. Mortgage naming Francis Pelletier Christy and Kelsey Layne Christy, married to each other, as Mortgagor(s) and the proposed lender as Mortgagee for Lot 1, Block 1, Lotus Woods, Carver County, Minnesota. 10. NOTE: Property records indicate no open mortgage. Please verify no liens or mortgages are to be paid at closing. This page is only apart of a 2016 ALTAG Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A, Schedule B, Part I -Requirements; and Schedule B, Part It -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. CopyrightAmerican Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA!icensees and AwErucnr+ MECAN ALTA members in good standing as of the date of use. AI other uses are prohibited. TITLE Reprinted under license from the American Land Title Association. (H B-42391. PF D/ H B-42391 /51) American Land Title Association Commitment for Title Insurance Adopted 6-17-06 Revised 08-01-2016 SCHEDULE B (Continued) 11. Provide Certification that all costs associated with Corrective Declaration of Easement for Driveway and Access and Amendment of "Road Agreement", filed June 16, 2006, as Document No. T158750 are paid and current. 12. If survey coverage is desired, provide an ALTAsurvey certified to a current date in favor of Custom Home Builders Title, LLC and Old Republic National Title Insurance Company. 13. Application indicates the insured mortgage will be for construction purposes. If lender to be insured desires priority coverage and deletion of standard exception for mechanic's liens, the following will be required: a. Preliminary Sworn Construction Statement. b. Pre -closing inspection. c. Post -closing priority inspection with pictures after documents are recorded. If the pre -closing inspection discloses an early start, Custom Home Builders Title, LLC will require early start approval from our underwriter. 14. FOR INFORMATIONAL PURPOSES CHAIN OF TITLE INFORMATION: The following transfers appear of record from August 26, 2016 through the effective date of this title commitment: Divorce Decree in re the marriage of Andres Sue Eidsness, Petitioner and Paul Thomas Eidsness, Respondent, filed August 26, 2016, as Document No. 200178. Deed from Andrea Sue Eidsness Johnson, a single person, to Paul T. Eidsness, dated March 28, 2014, filed August 26, 2016, as Document No. 200179. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; and Schedule B, Part It -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. CopyrightAmerican Land Title Association. All rights reserved. ew+carceN The use of this Form (or any derivative thereof) is restricted to ALTA licensees and I V TrTtE ALTA members in good standing as of the date of use. AJI other uses are prohibited. w SOMTior. Reprinted under license from the American Land Title Association. (H 8-42391. PF D/H B-42391 /51) American Land Title Association Commitment for Title Insurance Adopted 6-17-06 Revised 08-01-2016 SCHEDULE B (Continued) 15. IN ORDER FOR CUSTOM HOME BUILDERS TITLE, LLC TO CLOSE THIS TRANSACTION, WE REQUIRE A CASHIERS CHECK OR WIRED FUNDS TO BE RECEIVED AT OR PRIOR TO CLOSING. *** Wire Fraud and Email Hacking are on the rise with title companies and their customers. Please DO NOT WIRE any funds to Custom Home Builders Title, LLC without calling in advance to verify our wire instructions. *** *** Sale proceeds will not be wired without written authorization. *" Upon our receipt and review of a standard form of affidavit, Items Nos. 3, 6 and 7 of Schedule B - Section II may be deleted from the final policy. A plat drawing will be required to delete Item Nos. 4 and 5 of Schedule B - Section II from the final policy. We require a Well Disclosure Certificate be completed and furnished at the time of closing for all deeds that require a Certificate of Real Estate Value. OR The following statement must be added to the deed: The seller certifies that the seller does not know of any wells on the described real property. The Tax Reform Act of 1986 requires that the seller provide the following information at the time of closing: 1. Tax Identification Number 2. Full Forwarding Address. Issued by: Custom Home Builders Title, LLC, 10850 Old County Road 15, Plymouth, MN 55441 If you have questions about this commitment or about the closing of this transaction please call Tammy Petersen at (763) 489-3240 x 266 or email tammyp@chbtitle.com. This page is only apart of a 2016 ALTAO Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule S. Part I -Requirements, and Schedule B, Part II -Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form. The use of this Form (or any derivative thereof) is restricted to ALTAiicensees and AMEMCAN ALTA members luNU TITH good standing as the date of use. All other uses are prohibited. ASSWATFoN Reprinted under license from the American Land Title Association. (HB-42391. PFD/HB-42391/51) American Land Title Association Commitment for Title Insurance Adopted 6-17-06 Revised 08-01-2016 Old Republic National Title Insurance Company SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A. and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attached, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I -Requirements are met. 2. If an owner's policy is to be issued, the mortgage encumbrances, if any, created as part of the purchase transaction. 3. Rights and claims of parties in possession not shown by the public records 4. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. 5. Easements or claims of easements not shown by the public records. 6. 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. 7. Taxes or special assessments which are not shown as existing liens by the public records. 8. General and special taxes and assessments, as hereafter listed, if any (all amounts shown being exclusive of interest, penalties, and costs): A) Real estate taxes payable in 2020 are $1,960.00 and are unpaid for the underlying of Lotus Woods. Base Tax $1,960.00. Property Identification No. 25.1090101. (Non -Homestead) Note: There are no delinquent taxes of record. B) There are no levied or pending assessments of record. 9. Terms and conditions of Development Agreement, dated August 27, 2001, filed February 5, 2002, as Document No. T124757. (As to OutlotA, Big Woods on Lotus Lake) This page is only apart of a 2016 ALTAS Commitment for Title Insurance issued by Old Republic National Title Insurance Company, This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; and Schedule B, Part II -Exceptions: and a counter -signature by the Company or its issuing agent that may be in electronic form CopyrightAmerican Land Title Association. All rights reserved. AME0.rcAN The use of this Form (or any derivative thereof) is restricted to ALTAI ice nsees and LAND TITLE ALTA members in good standing as of the date of use. All other uses are prohibited. A SMUTIDN Reprinted under license from the American Land Title Association. Itt (HB-42391.PFD/HB-42391/51) American Land Title Association Commitment for Title Insurance SCHEDULE (Continued) Adopted 6-17-06 Revised 08-01-2016 10. Terms and conditions of Road Agreement, dated November 2, 1978, filed November 15, 1978, as Document No, T28873. Corrective Declaration of Easement for Driveway and Access and Amendment of "Road Agreement', dated June 14, 2006, filed June 16, 2006, as Document No. T158750. (Part of Government Lot 6, and that part of the NW 1/4 of the NW 1/4) 11. Terms and conditions of Notice, dated February 13, 2006, filed February 15, 2006, as Document No. T157033. Corrective Notice of Land Combination for Zoning Purposes, dated June 15, 2006, filed June 16, 2006 as Document No. T158743. (BOTH PARCELS) 12. Terms and conditions of Development Agreement, dated February 13, 2006, filed February 15, 2006, as Document No.T157034. Corrective Development Contract and Special Assessment Agreement, dated June 14, 2006, filed June 16, 2006, as Dcoument No. T158744. (BOTH PARCELS) 13. Terms and conditions of Easement, dated February 13, 2006, filed February 15, 2006, as Document No. T157035. Corrective Grant of Temporary and Permanent Easements, dated June 14, 2006, filed June 16, 2006, as Document No. T158745. Corrective Declaration of Easement for Driveway and Access and Amendment of "Road Agreement', dated June 14, 2006, filed June 16, 2006, as Document No. T158750. (Part of Government Lot 6, and that part of the NW 1/4 of the NW 114) 14. Terms and conditions of Easement, dated February 13, 2006, filed February 15, 2006, as Document No. T157036. Corrective Grant of Permanent Easements, dated June 14, 2006, filed June 16, 2006, as Document No. T158746. (Part of Government Lot 6, and that part of the NW 1/4 of the NW 114) This page is only apart of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I -Requirements; and Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land TftleAssoclation. All rights reserved. suc� The use of this Form (or any derivative thereol) is restricted to ALTA licensees and IANDTITLF ALTA members in good standing as of the date of use. All other uses are prohibited. •srocunon Reprinted under license from the American Land Title Association.lk (HB-42391.1"FDIHB-42391/51) American Land Title Association Commitment for Title Insurance Adopted 6-17-06 Revised 08-01-2016 SCHEDULE B (Continued) 15. Terms and conditions of Easement, dated February 13, 2006, filed February 15, 2006, as Document No. T157037. Corrective Grant of Permanent Easements, dated June 14, 2006, filed June 16, 2006, as Document No. T158747. (BOTH PARCELS) 16. Terms and conditions of Easement, dated February 13, 2006, filed February 15, 2006, as Document No. T157040. Corrective Declaration of Easement for Driveway and Access and Amendment of "Road Agreement', dated June 14, 2006, filed June 16, 2006, as Document No. T158750. (Part of Government Lot 6, and that part of the NW 1/4 of the NW 1/4) 17, Terms and conditions of Lotus Woods Development Contract, dated , filed , as Document No. 18. Terms and conditions of Conservation Easement, in favor of City of Chanhassen, as created in document dated , filed , as Document No. 19. Easements for utilities and drainage as shown on the recorded plat. This page is only apart of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance Company, This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A, Schedule B, Part I -Requirements; and Schedule B, Part II -Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form, opyng t 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and AMEMCANLAND TITLE ALTA members in good standing as of the date of use. All other uses are prohibited. M50C .M. Reprinted under license from the American Land Title Association. (HB-42391.PFD/HB-42391 /51) ALTA Commitment for Title Insurance ** * ** * * Issued By Old Republic National Title Insurance Company I (A * * * * * NOTICE IMPORTANT -READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I --Requirements; Schedule B, Part II —Exceptions: and the Commitment Conditions, Old Republic National Title Insurance Comparry, a Florida Corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B. Part I —Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. This page is only apart of a 2016 ALTA Commitment for Title Insurance. This Commimient is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions; Schedule A; Schedule R, Part I —Requirements; and Schedule R, Part ll— Exceptions. Issued through the Office of Custom home Builders Title, LLC 10850 Old County Road 15 Plymouth, MN 55441 Custom Builders Title, LLC 00 Hm � 6N6 Rai. 6-1-16 ACTA Camifi for Tide I..mw OLD MPUBUC M911ONKTM WiUMNCE COMPANY A200Q WwW 4WSetvdAmaw Sauth MvnaToofis Minesale ZV 1812I371-1111 Prezdent Attest �. 0_4�'.. W Secretary (HB-42391.PFDIHB-42391151) COMMITMENT CONDITIONS DEFINITIONS (a) "Knowledge' or "Known*: Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land': The land described in Schedule A and affixed improvements that by law constitute real property. The term 'Land' does not include arry property beyond the lines of the area described in Schedule A. nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) 'Mortgage': A mortgage, deed of trust or other security instrument, including one evidenced by electronic means authorized by law. (d) 'Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment (a) "Proposed Insured': Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment If) "Proposed Policy Amount': Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment Ig) "Public Records': Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title': The estate or interest described in Schedule A. 2 If all of the Schedule B, Part I —Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Companry's liability and obigaton is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy, (c) the Commitment Conditions; (d) Schedule A; (a) Schedule B, Part I —Requirements: (f) Schedule B, Part II— Exceptions; and (g) a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commibnem. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: III comply with the Schedule B, Part I- --Requirements; (ii) eliminate, with the Company's written consent any Schedule B, Part I1­—Exceptions: or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. Ic) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. Id) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(aXi) through NaNiii) or the Proposed Policy Amount. le) The Company shall not be liable for the content of the Transaction Identification Data, if any. If) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I- — Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. This page is onlya part of a 2016ALTA Commitment for Title Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions, Schedule A; Schedule B, Part/ —Requirements; and Schedule B. PartII —Exceptions. ORr Fm OI 6/06 Fe.. V 16 ALTA fimmNKnt tar Tt. n¢ua� Pap (H B-42391. PF D/H B-42391 /51) 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment (d) The deletion or modification of any Schedule B, Part II —Exception does not constitute an agreement or obligation to provide coverage beyond the temps and provisions of this Commitment or the Policy. (el Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IFTHIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. B. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pm -forma policy illustrating the coverage that the Company may provide. A pro -forma policy neither reflects the status of Titie at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. S. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http:/Avww.alta.org/arbitrafion. This page is only part of a 2016ALTA Commitment for Tide Insurance. This Commitment is not valid without the Notice; the Commitment to Issue Policy, the Commitment Conditions- Schedule A; Schedule B. Part I — Requirements; and Schedule 8, Part 11— Exceptions. Omt Fv 0 MR& 8-1.16 ALTA Commibree for Title I.== p .3 (H B-42391. PF D/H B-42391 /51) MELCHERT HUBERT SJODIN, PLLP 121 WEST MAIN ST., STE 200 WACONIA MN 55387 1023 Document #: T 212014 Instrument: ORDER (SEE DOC) On Behalf of: 10-CV-19-1051 Comments: Services: ASSURANCEFUND RECORDER TECHNOLOGY FUND STATE TREASURY GEN'L FUND GENERALTORRENS Transaction Total Total Amount this Receipt Payment Method CHECK RECEIPT Kaaren Lewis County Recorder Govt Ctr, Admin Bldg 600 East 4th Str Chaska, MN 65318 952-361-1930 Receipt#: RT 201900002797 Issued Date: 12/10/2019 Account #: 158 Recorded Date: 12/10/19 1:55:OOPM 1.50 10.00 10.50 24.00 46.00 46.00 127967 46.00 Document Number: T212014 Torrens Certificate: 40823.0 Cancelled Certificate: 38452.0 Filed and/or Recorded on Dec 10, 2019 1:55 PM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy CS Pkg ID:7110133 PID: PART OF 25.1090101 Document Recording Fees $ 46.00 Document Total $ 46.00 Requesting Party: MELCHERT HUBERT SJODIN, PLLP Pages: 6 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document Filed in District Court 10-cv-19-1051 DEC 10 2019 State of Minnesota IN PROCEEDINGS SUBSEQUENT TO INITIAL REGISTRATION OF LAND STATE OF MINNESOTA DISTRICT COURT COUNTY OF CARVER FIRST JUDICIAL DISTRICT Court File No. 10-CV-19-1051 Case Type: Other Civil - Torrens In the Matter of the Petition of Paul T. Eidsness for a New Certificate ORDER of Title pursuant to Minn. Scat, Sec. 508.71 For Reformation of the Legal Description _ The above entitled matter came on for hearing on December 10, 2019, at 8:30 a.m., at the Carver County Justice Center, 600 East 4'^ Street, Chaska, Minnesota, before the undersigned Judge. The Court, having duly considered the Petition, the evidence produced by Petitioner, and the Report of the Examiner, finds: 1. On August 26, 2016, the Registrar of Titles entered Certificate of Title No. 38452.0 (the "Certificate") to Paul T. Eidsness for land described on Exhibit A attached to the Petition in this matter (the "Property"). 2. There are registered on Certificate 38452 recitals and memorials as shown on Exhibit A attached to the Petition in this matter. 3. The Property was originally registered, together with other adjacent real property, on December 8, 1927 as Certificate of Title No. 128, attached as Exhibit B to the Petition In this matter. 4. Certificate of Title No. 128 was cancelled and the real property set forth thereon f ,WTF, OF MINNESOTA COUNTY OF CARVER Canif:m to C_ a true and correct copy o1 the 1 original on file and of record in my office Mary F. Dalbec Court Administrator 'J By Cam- +vim A .may Deputy +0-cv-+9-+05+ transferred to a new Certificate on March 13, 1928, Certificate of Title No. 136, attached as Exhibit C to the Petition in this matter. S. Certificate of Title No. 136 was cancelled and the real property set forth thereon was split, with a portion of the real property transferred to Certificate of Title 1708, and the residue transferred to Certificate of Title 1709, issued on May 22, 1939, attached as Exhibit D to the Petition in this matter. 6. Certificates of Title Nos. 128, 136 and 1709 each stated as part of the legal description set forth thereon that the real property described was part of both Government Lot six (6) and the Northwest Quarter (NW Y.) of the Northwest Quarter (NW Y.) of Section twelve (12), Township One hundred sixteen (116) North, Range twenty-three (23) West. 7. Certificate of Title No. 1709 was cancelled and the real property set forth thereon was split, with a portion of the real property transferred to Certificate of Title 1726, issued on September 26, 1939, and the remainder of the real property transferred to Certificate of Title 1727, attached as Exhibit E to the Petition in this matter. 8. A Warranty Deed dated September 7, 1939 and filed on September 25, 1939, as Document No. T2178, contained the legal description of the real property transferred from Certificate of Title No. 1709 to Certificate of Title No. 1726, attached as Exhibit F to the Petition in this matter. 9. Document No. T2178, at the end of the legal description, appears to contain a handwritten reference to the NW of the NW Y4, but it is unknown who wrote the reference and when. Certificate of Title No. 1726 contains no reference to the NW Y of the NW Y, instead stating only that the legal description contained thereon was a part of "Government Lot No. 6, 2 10-cv-19-105+ Section 12-116.23" 10. Certificate of Title No. 1726 was cancelled and the real property set forth thereon was transferred to Certificate of Title 1788, issued on July 11, 1941, attached as Exhibit G to the Petition In this matter. 11. Certificate of Title No. 1788 was cancelled and the real property set forth thereon was transferred to Certificate of Title 1789, and was also issued on July 11, 1941, attached as Exhibit H to the Petition in this matter. 12. Certificate of Title No. 1789 was cancelled and the real property set forth thereon was transferred to Certificate of Title 11750, issued on June 20, 1979, attached as Exhibit I to the Petition in this matter. 13. Certificate of Title No. 11750 was cancelled and the real property set forth thereon was transferred to Certificate of Title 26940, Issued on February 8, 2000, in favor of the Petitioner and Andrea 5. Johnson, attached as Exhibit J to the Petition in this matter. 14. Certificate of Title No. 26940 was cancelled and the real property set forth thereon was split and transferred to Certificates of Title 32537 and 32538, each issued on February 15, 2006, attached as Exhibit I: to the Petition in this matter. 15. On August 26, 2016, Certificate of Title 32538 was cancelled and Certificate of Title 38452 (the Certificate of Title for which this Proceedings Subsequent was commenced) was issued in Petitioner's name. 16. None of Certificates of Title Nos. 1726, 1788, 1789, 11750, 26940, 32538 nor 38452, contain any reference In their description of the real property set forth thereon being a part of the NW l: of the NW Y., rather only referencing that the real property was a part of 3 I"V-19-1051 Government Lot 6, Section 12, Township 116, Range 23. 17. When transferring title to the Property since 1939, and the various splits that occurred of the real property originally comprised on Certificate of Title No. 128, the legal description of the Property inadvertently failed to carry forward the reference to a portion of the Property being located in the NW Y. of the NW Y. of Section 12, Township 116, Range 23. Since that time, neither Petitioner, nor his predecessors in title, conveyed or otherwise separately transferred the portion of the Property contained in in the NW Y. of the NW Y of Section 12, Township 116, Range 23 to any other party and have remained the owner and in possession of that portion of the Property. 18. Pursuant to Minn. Stat. §508.71 Subd. 2, due to the error or omission made when entering Certificate of Title No. 1726, and each Certificate of Title issued thereafter, Petitioner is entitled to reformation of the legal description set forth on Certificate of Title No. 38452, such that the clause stating "being a part of Government Lot 6, Section 12, Township 116, Range 23" be reformed to include a reference that a portion of the real property described thereon is also contained within the NW Y. of the NW Y. of Section 12, Township 116, Range 23. 19. The address of the Petitioner is 5266 Skylark Court, Cape Coral, FL 33904, 20. Notice of this proceeding has been given to all required interested parties. NOW, THEREFORE, IT IS HEREBY ORDERED AS FOLLOWS: That the Registrar of Titles, upon the filing of a certified copy of the Order, cancel Certificate of Title No. 38452.0, and enter a new Certificate of Title in favor of Paul T. Eidsness for the land described as follows: That part of Government Lot No. 6, and that part of the NW Y of the NW Y., all in Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: 4 10-cv-19.1051 Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, and a part of the NW X of the NW Y, all in Section 22, Township 116, Range 23, same being registered land as evidenced by Certificate of Title No. 1726, Carver County, State of Minnesota. That Iles Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. and remaining subject to each of the Memorials set forth on Certificate of Title No. 38452.0, but free from the memorial of this Order. Dated: �- 2019 BY THE COURT Judge of Distrief Court �Aplproved: I ` �r" 1, ,ru- _ Stephai4ie Young Examiner of Titles Certificate of Title Certificate No: 40823.0 TRANSFER FROM NO.38452.0, registered 08/26/2016 ORIGINALLY REG. NO. 128.0, dated 12/08/1927, Volume 1.0, Page 128.0 State of Minnesota, County of Carver This is to certify that PAUL T. EIDSNESS, IN FEE SIMPLE Whose address is 5338 MAJESTIC COURT in the CITY of CAPE CORAL State of STATE OF FLORIDA 33904 Owner(s) of the following described land situated in the County of Carver and State of Minnesota That part of Government Lot 6, and that part of the NW 1/4 of the NW 1/4, all in Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of Title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees Ol minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. Subject to the encumbrances, liens and interest noted by the memorial underwritten or endorsed hereon; and subject to the following rights, or encumbrances subsisting, as provided in M.S. Section 508.25 namely; 1. Liens, claims, or rights arising or existing under the laws or the Constitution of the United States, which this state cannot require to appear of record; 2. The lien of any real property tax or special assessment; 3. Any lease for a period not exceeding three years when there is actual occupation of the premises thereunder; 4. All rights in public highways upon the land; 5. The right of appeal, or right to appear and contest the application, as is allowed by this chapter; 6. The rights of any person in possession under deed or contract for deed from the owner of the certificate of title; and 7. Any outstanding mechanics lien rights which may exist under sections 514.01 to 514.17. In Witness Whereof, I have subscribed my name and affixed the seal of my office this 1 Oth day of December, 2019 Kaaren Lewis Registrar of Titles In and for the County of Carver State of Minnesota Im Certificate No: 40823.0 Generated Tue Jan 28, 2020 11:25 AM by Connie Smith Page 2 Memorials Certificate No: 40823.0 Document #: T 29973 Amount: Dated IV02/1979 In favor of: PUBLIC Comments: /a/ CARL W. HANSON,JR. by DB Document #: T 126395 Amount: S230,000.00 Dated: 03/25f2002 In favor OF INTER SAVINGS BANK Comments: CARL W. HANSON, JR. by DR Instr: ROAD AGREEMENT Raf: Filed: 11/15/1978 at 3:00 PM Instr. MORTGAGE Ref: Filed: 0411612002 at 12:00 PM Document #: T 139256 Instr: MORTGAGE Amount $322,000.00 Ref: T139258, T139257, T158209, T159401 Dated: 07/18/2001 Filed: 09/06/2003 at 1:00 PM In favor of. MINNESOTA HOME MORTGAGE CORPORATION Comments: Document #: T 139257 Instr: SUBORDINATION AGREEMENT Amount W. T1263KT139256 Dated: 07/16/2003 Filed: 09/06/2003 at 1:00 PM In favor of: MINNESOTA HOME MORTGAGE CORPORATION Comments: /s/ CARL W. HANSON, JR, by BJG Document #: T 139259 Amount: Dated: 07/19aM In favor of: TCF MORTGAGE CORPORATION Comments: /a/ CARL W. HANSON, JR. by BJG Instr. ASGMT OF MORTGAGE Ref: T139256 Filed: W06I2003 at 1:00 PM Certificate No: 40823.0 Generated Tue Jan 28, 2020 11:25 AM by Connie Smith Page 3 Document #: T 157033 Amount: Dated: 02/13R006 In favor of EIDSNESS PAUL T EIDSNESS ANDREA S Comments: /s/ CARL W. HANSON, JR. by BJG Document #: T 157034 Amount Dated: 02/13/2006 In favor of: EIDSNESS PAUL T EIDSNESS ANDREA S JOHNSON ANDREA S Comments: /s/ CARL W. HANSON, JR. by BJG Document A T 157035 Amount: Dated: 02/13/2006 In favor of. CHANHASSEN CITY OF Comments: /s/ CARL W. HANSON, JR. by BJG Document #: T 157036 Amount Dated: 02/1312006 In favor of: CHANHASSEN CITY OF Comments: /s/ CARL W. HANSON, JR. by BJG Document #: T 157037 Amount: Dated: 02/13/2006 In favor of CHANHASSEN CITY OF Comments: /s/ CARL W. HANSON, JR. by BJG Instr: NOTICE OF LAND COMBINATION Ref: Filed: 02/15/2006 at 3:00 PM Instr: DEVELOPMENT CONTRACT AND AGREEMENT Ref: Filed: 02/15/2006 at 3:00 PM Instr: EASEMENT Ref: T157040 Filed: 02/15/2006 at 3:00 PM Iastr: EASEMENT Ref: Filed: 02/15/2006 at 3:00 PM Instr: EASEMENT Ref: Filed: 02/15/2006 at 3:00 PM Certificate No: 40823.0 Generated Tue Jan 28, 2020 11:25 AM by Connie Smith Page 4 Document #: T 157040 Amount: Dated: 02/13/2006 In favor of: PUBLIC Comments: /s/ CARL W. HANSON, JR. by BJG Instr: EASEMENT Ref: T157035 Filed: 02/15/2006 at 3:00 PM Document #: T 158209 Instr: ASGMT OF MORTGAGE Amount: Ref: T139256 Dated: 05101/2006 Filed: 05/09/2006 at 9:30 AM In favor of: MORTGAGE ELECTRONIC REGISTRATION SYSTEMS INC Comments: Is/ CARL W. HANSON, JR. by BJG Document #: T 158743 Amount: Dated: 06/15/2006 In favor of: EIDSNESS PAUL T EIDSNESS ANDREA S Comments: /s/ CARL W. HANSON,JR. by DB Document #: T 159744 Amount: Dated: 06/16/2006 In favor of: EIDSNESS PAUL T EIDSNESS ANDREA S JOHNSON ANDREA S Comments: /s/ CARL W. HANSON,JR. by DB Document #: T 158745 Amount: Dated: 06/14/2006 In favor of: CHANHASSEN CITY OF Comments: /s/ CARL W. HANSON,JR. by DB Instr: CORRECTIVE NOTICE Ref: T157033 Filed: 06/16/2006 at 2:00 PM Instr: CORRECTIVE CONTRACT AND AGREEMENT Ref: T157034 Filed: 06/16/2006 at 2:00 PM Instr: CORRECTIVE EASEMENTS Ref: T157035,17158750 Filed: 06/16/2006 at 2:00 PM Certificate No: 40823.0 Generated Tue Jan 28, 2020 11:25 AM by Connie Smith Page 5 Document #: T 158746 Amount: Dated: 06/14/2006 In favor of: CHANHASSEN CITY OF Comments: /s/ CARL W. HANSON,JR, by DB Document #: T 158747 Amount: Dated: 06/14/2006 In favor of: CHANHASSEN CITY OF Comments: /s/ CARL W. HANSON,JR. by DB Document #: T 158750 Amount: Dated: 06/14/2006 In favor of: PUBLIC Comments: /s/ CARL W. HANSON,JR. by DB Document #: T 159401 Amount: Dated: 07/2512006 In favor of. EIDSNESS ANDREA S JOHNSON ANDREA S EIDSNESS PAUL T Continents: Added to this certificate 1.28.2020 /S/ KAAREN LEWIS BY CS Document #:T 196408 Amount: Dated: 07127/2015 in favor of: EIDSNESS ANDREA S EIDSNESS PAUL T Comments: Added to this certificate 1.28.2020 /S/ KAAREN LEWIS BY CS Instr: CORRECTIVE EASEMENTS Ref: T157036 Filed: 06/16/2006 at 2:00 PM Instr: CORRECTIVE EASEMENTS Ref: T157037 Filed: 06/16/2006 at 2:00 PM Instr: CORRECTIVE EASEMENTS Ref: T157035,TI57040,T158745,T28873 Filed: 06/16/2006 at 2:00 PM Instr: SATIS OF MORTGAGE Ref: T139256 Filed: 08/03/2006 at 9:00 AM Instr: SATIS OF MORTGAGE Ref: T126385 Filed: 08/10/2015 at 9:19 AM *********End of Memorials********* Certificate No: 40823.0 Generated Tue Jan 28, 2020 11:25 AM by Connie Smith Page 6 Document Number: T212014 Torrens Certificate: 40823.0 Cancelled Certificate: 38452.0 Flied and/or Recorded on Dec 10, 2019 1:55 PM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Tides Deputy CS Pkg ID: 7110133 PID: PART OF 25.1090101 Document Recording Fees $ 46.00 Document Total $ `6.00 Requesting Party: MELCHERT HUBERT SIODIN, PLLP Pages: 6 This cover page has been added to this document by Carver County land Records and Is now an official part of this recorded document Filed in District Court tacv te•+os+ DEC 10 2019 State of Minnesota IN PROCEEDINGS SUBSEQUENT TO INITIAL REGISTRATION OF LAND STATE OF MINNESOTA DISTRICT COURT COUNTY OF CARVER FIRST JUDICIAL DISTRICT Court File No. 30-CV-19-1051 The above entitled matter came on for hearing on December 10, 2019, at 8 30 a.m., at the Carver County Justice Center, 6D0 East 41' Street, Chaska, Minnesota, before the undersigned Judge. The Court, having duly considered the Petition, the evidence produced by Petitioner, and the Report of the Examiner, finds: 1. On August 26, 2016, the Registrar of Titles entered Certificate of Title No. 38452,0 (the "Certificate") to Paul T. Eidsness for land described on Exhibit A attached to the Petition In this matter (the "Property") 2. There are registered on Certificate 38452 recitals and memorials as shown on Exhibit A attached to the Petition in this matter, 3. The Property was originally registered, together with other adjacent real property, on December 8, 1927 as Certificate of Title No. 128, attached as Exhibit B to the Petition In this matter. 4. Certificate of Title No. 128 was cancelled and the real property set forth thereon STBTF OF MINNESOTA COUNTY OF CARVER Cenilmo to ba, a true and cortect copy of the 1 orlgi,�al on file and of record In my offoe Mary P. Calbec Court Administrator o ys By •'A •,y Dewar 10-cV.19.1051 transferred to a new Certificate on March 13, 1928, Certificate of Title No. 136, attached as Exhibit C to the Petition In this matter. S. Certificate of Title No. 136 was cancelled and the real property set forth thereon was split, with a portion of the real property transferred to Certificate of Title 1708, and the residue transferred to Certificate of Title 1709, Issued on May 22, 1939, attached as Exhibit D to the Petition In this matter. 6. Certificates of Title Nos, 128, 136 and 1709 each stated as part of the legal description set forth thereon that the real property described was part of both Government Lot six (6) and the Northwest Quarter (NW %) of the Northwest Quarter (NW 34) of Section twelve (12), Township One hundred sixteen (116) North, Range twenty-three (23) West. 7. Certificate of Title No. 1709 was cancelled and the real property set forth thereon was split, with a portion of the real property transferred to Certificate of Title 1726, Issued on September 26, 1939, and the remainder of the real property transferred to Certificate of Title 1727, attached as Exhibit E to the Petition in this matter. 8, A Warranty Deed dated September 7, 1939 and filed on September 25, 1939, as Document No. T2178, contained the legal description of the real property transferred from Certificate of Title No. 1709 to Certificate of Title No. 1726, attached as Exhibit F to the Petition in this matter. 9. Document No. T2178, at the end of the legal description, appears to contain a handwritten reference to the NW X of the NW ''A, but it Is unknown who wrote the reference and when. Certificate of Title No. 1726 contains no reference to the NW % of the NW X, Instead stating only that the legal description contained thereon was a part of "Government Lot No. 6, 3 io-cv-ie-iosi Section 12-116-23." 10, Certificate of Title No. 1726 was cancelled and the real property set forth thereon was transferred to Certificate of Title 1788, issued on July 11, 1941, attached as Exhibit G to the Petition In this matter. 11. Certificate of Title No. 1788 was cancelled and the real property set forth thereon was transferred to Certificate of Title 1789, and was also Issued on July 11, 1941, attached as Exhibit H to the Petition in this matter. 12, Certificate of Title No. 1789 was cancelled and the real property set forth thereon was transferred to Certificate of Title 11750, issued on June 20,1979, attached as Exhibit I to the Petition In this matter. 13, Certificate of Title No. 11750 was cancelled and the real property set forth thereon was transferred to Certificate of Title 26940, Issued on February 8, 2000, In favorof the Petitioner and Andrea S. Johnson, attached as Exhibit 1 to the Petition in this matter. 14. Certificate of Title No. 26940 was cancelled and the real property set forth thereon was split and transferred to Certificates of Title 32537 and 32538, each Issued on February 15, 2006, attached as Exhibit K to the Petition In this matter, 15. On August 26, 2016, Certificate of Title 32538 was cancelled and Certificate of Title 38452 (the Certificate of Title for which this Proceedings Subsequent was commenced) was issued In Petitioner's name. 16. None of Certificates of Title Nos. 1726, 1788, 1789, 11750, 26940, 32538 nor 38452, contain any reference In their description of the real property set forth thereon being a part of the NW M of the NW K, rather only referencing that the real property was a part of 3 10-cv19-1061 Government Lot 6, Section 12, Township 116, Range 23. 17. When transferring title to the Property since 1939, and the various splits that occurred of the real property originally comprised on Certificate of Title No. 128, the iegal description of the Property Inadvertently failed to carry forward the reference to a portion of the Property being located In the NW Y. of the NW Y, of Section 12, Township 116, Range 23, Since that time, neither Petitioner, nor his predecessors In title, conveyed or otherwise separately transferred the portion of the Property contained In In the NW Y of the NW K of Section 12, Township 116, Range 23 to any other party and have remained the owner and in possession of that portion of the Property. 18, Pursuant to Minn. Stat. §508.71 Subd. 2, due to the error or omission made when entering Certificate of Title No. 1726, and each Certificate of Title issued thereafter, Petitioner is entitled to reformation of the legal description set forth on Certificate of Title No. 38452, such that the clause stating "being a part of Government Lot 6, Section 12, Township 116, Range 23" be reformed to Include a reference that a portion of the real property described thereon is also contained within the NW Y. of the NW Y of Section 12, Township 116, Range 23, 19. The address of the Petitioner Is 5266 Skylark Court, Cape Coral, FL 33904. 20, Notice of this proceeding has been given to all required Interested parties. NOW, THEREFORE, IT IS HEREBY ORDERED AS FOLLOWS: That the Registrar of Titles, upon the filing of a certified copy of the Order, cancel Certfflcate of Title No. 38452.0, and enter a new Certificate of Title In favor of Paul T. Eidsness for the land described as follows: That part of Government Lot No. 6, and that part of the NW Y of the NW A, all in Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: 4 lacy-,e.tos+ Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver Countyto the high water mark of Long Lake; thence in a southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly B9 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108,505 feet to the paint of beginning, being a part of Government Lot No. 6, and a part of the NW 14 of the NW X, all In Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of Title No.1726, Carver County, State of Minnesota. That Iles Westerly of a line described asfollows: Commencing at a point In the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the Intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record In the office of the Registrar of Titles In and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. and remaining subject to each of the Memorials set forth on Certificate of Title No. 38452.0, but free from the memorial of this order. Dated: ` 2019 BY THE COURT Judge of Di ourt Approved: _� StephikeYoung Examiner of Titles d � u � � S S 0 d �6 V �� o BOARD OF WATER AND SOIL RESOURCES Minnesota Wetland Conservation Act Notice of Application Local Government Unit: Chanhassen County: Carver Applicant Name: Ann Nye Applicant Representative: Woody Love Project Name: Nye Property Wetland Delineation LGU Project No. (if any): Date Complete Application Received by LGU: 11/13/2019 Date this Notice was Sent by LGU: 11/14/2019 Date that Comments on this Application Must Be Received By LGU': Friday, December 6, 2019 un,nmum i� ousmess coy comment penoalor aoundary u type, Sequencing, Replacement Plan and Bank Plan Applications NLA uecision Type - check all that apply ®Wetland Boundary/Type ❑Sequencing ❑Replacement Plan ❑Bank Plan (not credit purchase) ❑No -Loss (8420.0415) ❑Exemption (8420.0420) Part:❑A❑B ❑C❑D❑E ❑F ❑G ❑H Subpart:021130405 0607 0809 Replacement Plan Impacts (replacement plan decisions only) Total WCA Impact Area Pr000sed: Application Materials ® Attached ❑ Other' (specify): ' Link to ftp or other accessible file sharing sites is acceptable. Comments on this aoDlication should be sent to: LGU Contact Person: Todd Gerhardt E-Mail Address: TGerhardt@ci.chanhassen.mn.us Address and Phone Number: 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317 952-227-1119 Decision -Maker for this Application: ®Staff ❑Governing Board/Council ❑Other (specify): Notice Distribution (include name) Required on all notices: M SWCD TEP Member: Aaron Finke ® BWSR TEP Member: Ben Carlson ® LGU TEP Member (if different than LGU contact): Todd Gerhardt, City of Chanhassen; Andi Moffatt, WSB ® DNR Representative: Leslie Parris, Jennie Skancke ® Watershed District or Watershed Mgmt. Org.: Heidi Quinn, MCWD N Applicant (notice only): Ann Nye ® Agent/Consultant (notice only): Keara Pringle Dptlonal or As Applicable: ® Corps of Engineers: ❑ BWSR Wetland Mitigation Coordinator (required for bank plan applications only): ® Members of the Public (notice only): Terry Jeffery, RPBCWD ❑ Other: Signatu� Date: `� q BWSR NOA Form — November 5, 2019 1 This notice and accompanying application materials may be sent electronically or by mail. The LGU may opt to send a summary of the application to members of the public upon request per 8420.0255, Subp. 3. BWSR NOA Form — November 5, 2019 There are two sites within this area that have the potential for further subdivision. This will be an opportune time to plan for future street and utility systems to serve these sites. Currently, Wood Duck Lane terminates in a temporary Cul-de-Sac. The property located at 6480 Yosemite Avenue is served via a driveway via Yosemite Avenue and can conceptually accommodate three additional lots. Mr. Love engaged the firm of Alliant Engineering to provide development options. Three concepts have been provided. The following pages will examine the three concepts and provide a brief comparison. Staff has received multiple calls from neighboring properties that have expressed opposition to the extension of Wood Duck Lane. They wish to maintain the feel and characteristic of the neighborhood. Concept 1 (5 Lots) !!t_ 'i- WE PROPERTY CONCEPT 1 (COULD KEEP EKISTINO HOME) �MT :_^ CMMlM1188EM. MIMMEWTR�'- Developer's Comments Could keep the existing home Would propose to extend a public road along the south end of the parcel within the existing right of way. Would propose to have the existing homeowner to the south connect to the new road and their old driveway would be converted to a trail that would be for peds and only for emergency services giving the City a 2" d fire access to Wood Duck Lane. Environmental Resource Specialist • options 1 and 2 have more potential for tree preservation. Fire The existing cul-de-sac is just under 1100' long per the attachment. Concept 1 shows an emergency access road of 31 feet width reserved for Emergency Apparatus Access only. This would probably serve the purpose however; the ending cul- de-sac is only 70 feet. I would defer to engineering as that probably does not meet current ordnance of 90 feet or current fire code of 96 feet. Not sure how that would impact road maintenance or large trucks (garbage and plow etc.) on the main part of the road. This version does not meet current ordinance on length as you are extending a non conforming (<800 Ordinance, <750 feet for state fire code) cul de sac further. The radius meets current ordinance however, it does not meet current fire code standards of 96 feet. Engineering • Concept 1 is the least preferred due to the longer extension of the existing cul-de-sac and the proposed emergency access. However; if an additional 17 feet was acquired (highlighted in blue in the concept below), a connection between Wood Duck Lane and Yosemite Avenue will be possible. w y"OOTIOT A ❑ Additional Right -of -Way needed for the construction of a street. ❑ Existing Right -of -Way. Concept 2 (5 Lots) a=mama NYE PROPERTY CONCEPT 2 s O Developer's Comments Fire Possibly could keep the existing home, would need to survey it to confirm the location Least amount of new road, however, it does not give the City a further road extension — though some additional right of way would be dedicated for that extension. City probably won't be a fan of this option. Least costly for a developer. This version does not meet current ordinance on length as you are extending a non conforming (<800 Ordinance, <750 feet for state fire code) cul de sac further. The radius meets current ordinance however, it does not meet current fire code standards of 96 feet. Engineering: • Concept 2 is worthy of discussion and I don't feel it is as disliked as much as Mark Rausch indicated he thought the City might dislike it as it only extends the emergency response time a few seconds over what it currently is. We might want to extend the 31' ROW width to the west to facilitate future development. • Does not address access and utilities service for 6480 Yosemite Avenue. Environmental Resource Specialist and 2 have more potential for tree preservation. Option 3 will have the most Concept 3 (5 Lots) :s:rrrar� �oCC� NYE PROPERTY CONCEPT 3 O • uu+ CIUNXAf6EN. WMNEBOTA �••••• Developer's Comments • Gives the City what they want for a secondary connection with full control by the developer of the parcel • Requires the most new road but does not require any additional parcels • Requires heavy use of the City's flag lot ordinance. • Lot 3 is a bit of an odd lot, it does work but needs a 125' depth to meet zoning, which can be done. I also left a small strip between lots 4 and 5 in the concept but would probably wouldn't make sense other than for area. • Could possibly keep existing home if it fit with setbacks. Engineering: Concept 3 is the preferred option of the Fire Chief as it provides a through street. Although, City policy is to avoid flag lots, it seems like this concept would be a lot cleaner if they were only trying to get 4 lots out of the development. The developer probably wouldn't prefer that thought as the concept has the most street cost and would only get 4 lots to compensate for the additional expenditure. Flag lots are problematic. This layout should be limited to 4 lots. Doesn't address access and utilities to 6480 Yosemite Avenue. Fire • Concept 3 meets the through street of current fire code. Additional research on lots 4 & 5 is required as it would be extremely difficult to serve those two homes with the set back and only access to driveway. We may require those two homes to be sprinkled as we could not reach them with our aerial apparatus depending on the construction of the paved surface, landscaping, and tree cover. Environmental Resource Specialist • Option 3 will have the most tree removal. IN 10-CV-19-1051 ElectronicsIIy,Served 11f13/20191:16 PM Carver County, MN 10-CV-19-1051 IN PROCEEDINGS SUBSEQUENT TO INITIAL REGISTRATION OF LAND STATE OF MINNESOTA DISTRICT COURT COUNTY OF CARVER FIRST JUDICIAL DISTRICT Court File No. 10-CV-19-1051 lase type: tourer �,vu- rurren� In the Matter of the Petition of Paul T. Eidsness for a New Certificate ORDER TO SHOW CAUSE of Title pursuant to Minn. Stat, Sec. 508.71 For Reformation of the Legal Description TO: JON ALAN LANG; NORTHERN STATES POWER COMPANY; INTER SAVINGS BANK, FSB; MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC.; CITY OF CHANHASSEN; AND THE UNKNOWN HEIRS OF ARTHUR SMADBECK. Upon receiving and filing the Report of the Examiner of Titles in the above -entitled matter, IT IS ORDERED, that you, and all persons interested, appear before this Court on the 101h day of December, 2019, at 8:30 a.m. at the Carver County Justice Center, and then, or as soon thereafter as the matter can be heard, show cause, if there is any, why this Court should not enter an Order as follows: That the Registrar of Titles, upon the filing of a certified copy of the Order, cancel Certificate of Title No. 38452.0, and to issue a new certificate in the name of Paul T. Eidsness, which new Certificate of Title will be subject to the existing memorials but with a reformed legal description inclusive of a reference that the property described thereon is "being a part of Government Lot No. 6 and the NW Y of the NW %, all in Section 12, Township 116, Range 23" and free from the memorial of this Order. If you DO NOT OBJECT to entry of the above Order, you are EXCUSED from appearing at the hearing and the Order may be entered without you. i 10-CV-19-1051 10-CV-19-1051 IT IS FURTHER ORDERED, that this Order to Show Cause be served: (a) at least 10 days before the hearing upon the above -named parties residing in this State in the manner provided by law for the service of Summons in a civil action; (b) at least 14 days before the hearing upon each of the above -named nonresidents by sending a copy of this Order to the nonresidents post office address, by registered or certified mail, return receipt requested; (c) upon each of the above -named parties who cannot be found by two weeks published notice and by sending a copy of this Order at least 14 days before the hearing by first class mail to the last known address of the party and by sending another copy of this Order at least 14 days before the hearing by first class mail to the address of such party as stated on the Certificate of Title if an address is so stated; (d) upon a dissolved, withdrawn, or revoked business entity governed by Minn. Stat., Chapters 302A, 303, 317A, 321, 322C, or 323A in the manner provided by Minn. Stat. § 5.25. Approved: Stephanie M.Young Examiner of Titles By:.. t4�� , E>mminel I THIS INSTRUMENT WAS DRAFTED BY: Melchert Hubert Sjodin, PLLP Racheal M. Holland, ff032792X Attorney for Petitioner 121 West Main Street, Suite 200 Waconia, MN 55387 (952)442-7700 rhollandComhslaw com Dated:. ALC „ ' %'u', `J JUDG_OOF THE DISTRICT COURT https://Mhslaw.sharepo,nt.cam/sites/21662/43317/drOWocs/order to show cau .docx 10-CV-19-1051 IN PROCEEDINGS SUBSEQUENT TO INITIAL REGISTRATION OF LAND STATE OF MINNESOTA COUNTY OF CARVER In the Matter of the Petition of Paul T. Eidsness For a New Certificate of Title pursuant to Minn. Stat, Sec. 508.71 for Reformation of the Legal Description TO THE HONORABLE JUDGES OF DISTRICT COURT: DISTRICT COURT FIRST JUDICIAL DISTRICT Court File No. REPORT OF EXAMINER I, the undersigned Stephanie M. Young, Examiner of Titles, to whom said Court by its Order entered in the above -entitled proceeding referred the Petition of the above -named Petitioner, respectfully report: That pursuant to said Order and the statutes in such cases, I examined the records and files of said proceeding, searched public records relating to the description of the property referred to in the Petition and fully investigated same and, as a result thereof, I find: 1. That the proceeding herein is in the nature of proceeding subsequent to the initial registration of title to the real property described in said Petition and are brought to obtain the Order of the court directing the Registrar of Titles of said Carver County to reform the legal description of Torrens property. 2. That Petition paragraphs 1-16 are correct and incorporated herein. 3. That Petitioner is put to the proof of statements in the remaining Petition paragraphs. An auditor's statement regarding taxes and special assessments should be submitted which shows no tax sales of the premises. Filed in District Court State of Minnesota 11/4/2019 4:20 PM 10-CV-19-1051 Filed in District Court State of Minnesota 11/4/2019 4:20 PM 4. That any occupant of the property other than the Petitioner should receive notice of the hearing herein. S. That the following parties have an interest in said Certificate of Title No. 38452 and should be made parties defendant herein: Keith H. South and Lucille A. South or the current owners and encumbrancers of the first described property in joint driveway agreement Doc. No. T28873, mortgagees Inter Savings Bank, fsb (T126385) and Mortgage Electronic Registration Systems, Inc. (T158209 assignment of mortgage Doc. No. T139256), and the City of Chanhassen. 6. That it appears that the fee owner shown in Certificate of Title 1709, Arthur Smadbeck, was the last to hold title to the proper legal description, identifying the property as lying both in Government Lot 6 and in the Northwest Quarter of the Northwest Quarter of 12-116-23, and he should be named a party defendant herein. The defendants in above paragraphs 5 and 6 should be served with a copy of this Report together with the Order to Show Cause. 7. That, upon compliance with the above procedure and upon due proof, The Petitioner is entitled to an Order of the Court directing the Registrar of Titles for said Carver County to cancel said outstanding Certificate of Title No. 38452 and to issue a new certificate in the name of Petitioner, 5266 Skylark Court, Cape Coral, FL 33904 subject to the existing memorials but with a reformed description inclusive of a reference that the property described thereon as "being a part of Government Lot No. 6 and the NW 1/4 of the NW 1/4, all in Section 12, Township 116, Range 23". Date: October 22, 2019 Respectfully submitted, Stephanie M. Young, Examiner of Titles AI-Jaff, Sharmeen From: Paul Eidsness <paul@eidsnesslaw.com> Sent: Monday, April 3, 2017 4:35 PM To: AI-Jaff, Sharmeen Cc: Paul Otto; Smith, Stephanie; Potter, Jenny Subject: Re: 120 day deadline Thank you, Sharmeen. Yes, I will waive the 120 day deadline I am not clear as to what staff hopes for in terms of contacting the Langs, but I am certain that if you send them a letter they will respond if they have any interest. N .1 T. E:.ta.rea, E,1 2 Direct 612.889.5764 19 Office 952.473.1925 1 -- Fax 952.473.1926 — Email: Paul@eidsnesslaw.com Eidsness Law Offices, PLC 1217Cape Coral Par ay Eastk346 Cape Caal.%b 33904 License to Practoe in MN x67009 351nMriuh nPlace Mimeepol's, MN 33M CONFIDENTIAL This message is being sent by or on behalf of a lawyer; it is meant for the exclusive use of the intended recipient and may contain information that is privileged or confidential or otherwise legally exempt from disclosure. If you have received this message in error, please notify the sender immediately by a -mail or by telephone at (952)473-1925 and delete all copies of the message. We do not accept new clients through e-mail communications, nor does e-mail communication create an attorney client relationship; please call our office if you are interested in representation. E-mail is not secure and may be intercepted by a third party. We recommend that any highly confidential communications take place in person or via telephone. By choosing to send/receive e-mail, you acknowledge that you understand and assume the risks of e-mail. From: "AI-Jaff, Sharmeen" <SAI-Jaff@ci.chanhassen.mn.us> Date: Monday, April 3, 2017 at 5:13 PM To: "Eidsness Law Offices, PLC' <paul@eidsnesslaw.com> Cc: Paul Otto <paul@ottoassociates.com>, "Smith, Stephanie" <sbsmith@ci.chanhassen.mn.us>, "Potter, Jenny" <1 Potter@ci.chanhassen.mn.us> Subject: 120 day deadline Good afternoon Paul, I spoke to Paul Otto after his conversation with you. We believe the discussed revisions will allow for a better design. It is staff s hope that Mr. and Mrs. Lang will be available for contact prior to this request appearing before the Planning Commission. As I have explained in a previous letter, Minnesota State Statue M462.358 OFFICIAL CONTROLS: SUBDIVISION REGULATION; DEDICATION-Subd. 3b.Review procedures, permits a municipality to act on a Preliminary Plat application within 120 days following delivery of an application. Please provide written confirmation that you are waiving the 120 day deadline requirement to allow adequate time to revise the design and coordinate/contact neighboring property owners. Sincerely, .%ate Sharmeen AI-Jaff Senior Planner © CITY OF CHANHASSEN PH. 952.227.1134 .1134 FX. 952.227.1110 www.ci.cha nhassen.mn. u s 0 O AI-Jaff, Sharmeen From: Foth, Justin <Justin.Foth1 @centurylink.com> Sent: Monday, March 25, 2019 2:50 PM To: AI-Jaff, Sharmeen; MNNDEV; chentges@co.carver.mn.us Subject: RE: Agency Review Request - Eidsness Subdivision CenturyLink has no issues with the lot division. We have aerial cables on the west side of Carver beach, but they should not be affected. We also have aerial lines closer to Lotus Lake, and again should not be affected. Thank you CenturyLink - Engineer 425 Monroe St, Anoka, MN 55303 Office - (651)312-5323 Cell - (763)760-3878 r� Meal cam 'Cn p.evkfe[ .,�, CenturyLink u[[eMnntw,aTvnna From: Steckling, Jean [mailto:jsteckling@ci.chanhassen.mn.us) Sent: Thursday, March 21, 2019 3:57 PM To: Terry Jeffery <tjeffery@rpbcwd.org>; Christopher Thompson <cthompsonl@mediacomcc.com>; Karl.r.johnson@xcelenergy.com; Cherie.monson@CenterPointEnergy.com; MNNDEV <MNNDEV@centurylink.com>; chentges@co.carver.mn.us Cc: AI-Jaff, Sharmeen <SAI-Jaff@ci.chanhassen.mn.us> Subject: Agency Review Request - Eidsness Subdivision Attached please find an Agency Review Request to consider a 2-lot subdivision with variances for property located at Carver Beach Road and Big Woods Boulevard in Chanhassen, MN. Project documents can be found at www.ci.chanhassen.mn.us/2017-06. Please review and respond to Sharmeen AI-Jaff no later than Thursday, April 4, 2019. Replies to this email will be automatically sent to Sharmeen. Thank you! z Jean Steckling Senior Administrative Support Specialist CITY OF CHANHASSEN PH. 952.227.1106 FX. 952.227.1110 w .cixhanhassen.mn.us 'r r This communication is the property of CenturyLink and may contain confidential or privileged information. Unauthorized use of this communication is strictly prohibited and may be unlawful. If you have received this communication in error, please immediately notify the sender by reply e-mail and destroy all copies of the communication and any attachments. Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, April 16, 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. Proposal: Request for a subdivision of 0.65 acres into two single-family lots with variances. FAppucant. Paul Eidsness Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Clutlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential (RSF). 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 What Happens W public hearing through the following 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/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saliaffg-)ci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department 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/noti me to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property, within 5W 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 the subject application that includes all pertinent information and a recommendation. These means are available by request. At the Planning Commission meeting, staff will give a verbal overview, of the report and a recommendation. The item will be opened for the public fo speak about the proposal as a part of the hearing process. The Commission will dose 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 Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519 99 requires all applications to W processed within 60 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 spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to most with the neighborhood regarding their proposal. Staff is also available to review the project with any interested persons) • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Coundl. If you wish fo have something to be included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, November 21, 2017 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. Request for a subdivision of 0.65 acres into two single-family Proposal: lots with variances. Applicant: Paul Eidsness Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Clutlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential (RSF). 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 steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 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/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at sal!aff(fti.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department 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. NEWI 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 Revisws, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within KO feet of the subject die to be notified of the application in writing. Any interested party is invited to attend fires meeting. • Staff prepares a report on the 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 be opened for the public to speak about the proposal as a partof the hearing process. The Commission will dose We public hearing and discuss the item and make a recommendation to the City Council. The City Coundl 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 Council except rezonings and land use amendments from residential to commercial/'industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 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 Me Planning Department regarding its status and scheduling for the City Coundl meeting. • A neighborhood spokespemon/representative is encouraged to provide a contad for the city. 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, gte City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. = CenterPoint® Energy March 25, 2019 Shameen AI-Jaff Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 952-227-1134 sajaff@ci.chanhassen.mn.us RE: Planning Case: 2017-06 Variance Request Dear Shameen AI-Jaff: 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440-1165 CenterPoint Energy has no objection or issues related to the Planning Case: 2017- 06 Variance Request. Thank you for the advance notice. If you have any questions, please feel free to call me at 612-321-5381. Respectfully, CENTERPOINT ENERGY & ej 14,�� 6;1 Chuck Mayers, SRWA Right of Way Agent III charle.mayors@centerPointenergy.com PC: William F. Kallberg, C&M Supervisor, CenterPoint Energy Alan L. Jongerius, C&M Advance Foreperson, CenterPoint Energy Thomas Haider, Area Engineer, CenterPoint Energy Andrew Balgobin, Administration Engineer, CenterPoint Energy COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —7700 Market Boulevard CHANNSFN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF Phone: (952) 227-11301 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: March 21 2019 April 4,2019 March 16, 2019 Contact: Contact Phone: Contact Email: Sharmeen AI -Jeff 952-227-1134 saljaff@cl.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Data: 60-Day Review Period Deadline: April 16, 2019 at 7:00 p.m. May 13, 2019 at 7:00 p.m. May 14 2019 Application: Consider a request for a Subdivision of 0.65 acres into 2 single family lots with variances for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of. government Lot 6 and zoned Sin Is Family Residential (RSF).Applicant/Owner: Paul Eidsness. Planni Case: 2017-06 Web Pa e: www.ci.chanhassen.mn.us/2017-06 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: Adiacent Cities: ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ❑ Shorewood ® ElPark Director Carver County WMO ElVictoria ® W❑ Lower MN River Water Resources ❑ Minnehaha Creek ❑ Law Enforcement Adiacent Counties: ® Riley -Purgatory -Bluff Creek ❑ Hennepin Carver County Agencies: Utilities: El Scott ❑ Community Development E Cable TV — Mediacom ❑ Engineer School Districts: ❑ Environmental Services ❑ Electric —ley XcelE Enerota gy ❑ Society ®Electric —Xcel Energy ❑ Eastern Carver County 112 Historical El Parks ❑ Magellan Pipeline ❑ Minnetonka 276 E Soil &Water Conservation District E Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority ❑ MN Landscape Arboretum ❑ Health ❑ SouthWest Transit Historical Society ❑ ❑ TC&W Railroad El Natural Resources -Forestry ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow MEMORANDUM TO: Erik Henricksen, Project Engineer Todd Hoffman, Parks & Recreation Director Jill Sinclair, Environmental Resource Specialist Eric Tessman, Building Official Renae Clark, Water Resources Coordinator FROM: Sharmeen Al-Jaff, Senior Planner DATE: June 21, 2019 SUBJ: Lotus Woods Final Plat Review The final plat for Lotus Woods was submitted on Friday, June 21, 2019 and is scheduled for City Council review and approval on July 22, 2019. Please review the conditions in the preliminary plat letter of approval against the 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 Thursday, July 11, 2019. Project documents can be found at www.ci.chanhassen.mn.us/2017-06. Please return plans to Sharmeen. g:\plan12017 planning cases\l7-06 lotus woods (formerly eidsness) subdivision\ final plat review memo 6-21-19.docx PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 June 13, 2019 Mr. Paul T. Eidsness 1217 Cape Coral Parkway East #346 Cape Coral, FL 33904 Dear Mr. Eidsness: This letter is to formally notify you that on June 10, 2019, the City Council adopted the following motion: "The Chanhassen City Council approves the preliminary plat to subdivide 1.17 acres into two lots and a variance to allow a 50-foot public right-of-way as shown in plans stamped Received April 22, 2019, subject to the following conditions and adoption of the Findings of Fact and Decision: SUBDIVISION En ini eering: The applicant shall submit an ALTA survey illustrating the existing conditions including all existing easements on, and abutting, the subdivision prior to the recording of the final plat. 2. The applicant shall add drainage arrows to the grading plan to sufficiently illustrate the route drainage will take around the buildings and throughout the site for review and approval by the city prior to grading. 3. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 4. A copy of the executed construction easement shall be provided to the city prior to grading. 5. Updated plans illustrating retaining wall elevations shall be provided prior to grading. Mr. Paul T. Eidsness June 13, 2019 Page 2 6. The applicant will be required to dedicate 50 feet of right-of-way (ROW) to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". 7. The developer shall put into escrow the cost for construction (see condition 14) of the future street construction of "Lotus Woods Drive" abutting Lot 2 prior to recording of final plat. The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 8. Lot 2's driveway elevations and grades shall align with the future street improvement of "Lotus Woods Drive". A detail showing the elevations and conformity of future street grades and driveway grades shall be submitted prior to grading. 9. A sign approved by the city shall be placed in the ROW at the corner of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. 10. Updated plans illustrating the location and connection methodologies of sanitary and water services for Lot 1 will be required prior to the issuance of building permits. From as -built information, it appears there was water and sanitary laterals stubbed to the property in 1975. If these services are currently in use by an existing property, the developer shall relocate those services to avoid having private service lines running through the subdivision. If these services are not in use, the developer shall field verify their locations and serviceability prior to connecting services to the laterals. 11. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 12. The applicant shall provide an estimate of cost for the proposed public water main and sanitary sewer main extensions prior to the recording of the final plat. 13. The applicant shall provide an estimate of cost for the grading and construction of the future street "Lotus Woods Drive", abutting Lot 2, prior to the recording of the final plat. 14. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. 15. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 16. The development of Lots 1 and 2 will be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 17. The applicant shall enter into a Development Contract. Mr. Paul T. Eidsness June 13, 2019 Page 3 Water Resources: 1. Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Section 19-143. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the two 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 $5,800. Environmental Resources Coordinator: 1. The easterly 140 feet of Lot 1 and the westerly 40 feet of Lot 2 shall be covered by a Conservation Easement. 2. Tree preservation fencing will be required on each lot. Fencing must be installed at the edge of grading limits prior to the start of any construction activities. Final plat documents must be submitted to the city four weeks prior to the City Council meeting in which you wish 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 952.227.1134 or e-mail at saliaff&ci.chanhassen.mn.us. Sincerely, Sharmeen AI-Jaff Senior Planner Enclosure ec: Paul Otto Eric Henricksen 9:\plan\2017 planning cases\17-06 lotus woods (formerly eidsness) subdivisioMapril 2019 resubmittsl\appmal letter preliminary plat.doc 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, stormwater 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. 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. Engineers 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 j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/z" x 11"), and a digital copy in of format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Existing Conditions ,-Intersection of the centerlines / of Fern Rood and Lakeview / Drive per the plot of CARVER I BEACH AT LONG LAKE I -Centerline of Fox Hill Drive (F.K.A. Fern Rood) �1 t .,.,edge of ai€ `7 �J V F c \ m AO d 1 MA� M tov =926, 93 W nv=924.03 30 tx. MHj/Son .—Rir�ix�='922.51 \ NSInv=3`13.7 LEGEND f012 — denotes Existing Contour FOl2,OOX denotes Existing Spot Elevation -{;}- denotes Power Pole — OHE denotes Overhead Electric Line — W denotes Watermoln — SS — denotes Sanitary Sewer Line — ST — denotes Storm Sewer Line denotes Woter Valve denotes Hydrant denotes Light Pole 1�//'� IA//--)/-1 n� L-,' /\ 7 I V V �,/ �_/ U Survey • 93727 ,-• I � fn % — LPL. V LJ. Exist. wm A l / i T I I^ L _ /—I t CM Q _ vLU W a z �=� W O U� � 2 U 0 20 40 Feet Rim=938.9 k Inv=922. 8 i SSd tO Ma w PROPERTY DESCRIPTION: Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plot thereof. AND That port of Government Lot 5, Section 12, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Rood and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota, and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Mop of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.00 feet at right angles from the South Line of said Section 1, and said line there terminating. UJ U �.L U � A U o .� ('14 U Jm W 1 n_ I W ro V i � � t L ) Q o t 3 ma ro O. C ro O � m o � yE,c�c,�o ra''a �,a0i f c y N O N J '\ U C O O 4i v+C� Xz a J O C m `N Quo, _ O C O � � C O N O Q.Q,C C j 0 3 �W�2 3 Y o JJ L Ci� aviU yLn Q) O June 13, 2019 Mr. Paul T. Eidsness 1217 Cape Coral Parkway East #346 Cape Coral, FL 33904 Dear Mr. Eidsness: This letter is to formally notify you that on June 10, 2019, the City Council adopted the following motion: "The Chanhassen City Council approves the preliminary plat to subdivide 1.17 acres into two lots and a variance to allow a 50-foot public right-of-way as shown in plans stamped Received April 22, 2019, subject to the following conditions and adoption of the Findings of Fact and Decision: SUBDIVISION Engineering: The applicant shall submit an ALTA survey illustrating the existing conditions including all existing easements on, and abutting, the subdivision prior to the recording of the final plat. 2. The applicant shall add drainage arrows to the grading plan to sufficiently illustrate the route drainage will take around the buildings and throughout the site for review and approval by the city prior to grading. 3. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 4. A copy of the executed construction easement shall be provided to the city prior to grading. 5. Updated plans illustrating retaining wall elevations shall be provided prior to grading. 0 Mr. Paul T. Eidsness June 13, 2019 Page 2 6. The applicant will be required to dedicate 50 feet of right-of-way (ROW) to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". 7. The developer shall put into escrow the cost for construction (see condition 14) of the future street construction of "Lotus Woods Drive" abutting Lot 2 prior to recording of final plat. The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 8. Lot 2's driveway elevations and grades shall align with the future street improvement of "Lotus Woods Drive". A detail showing the elevations and conformity of future street grades and driveway grades shall be submitted prior to grading. 9. A sign approved by the city shall be placed in the ROW at the corner of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. 10. Updated plans illustrating the location and connection methodologies of sanitary and water services for Lot 1 will be required prior to the issuance of building permits. From as -built information, it appears there was water and sanitary laterals stubbed to the property in 1975. If these services are currently in use by an existing property, the developer shall relocate those services to avoid having private service lines running through the subdivision. If these services are not in use, the developer shall field verify their locations and serviceability prior to connecting services to the laterals. 11. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 12. The applicant shall provide an estimate of cost for the proposed public water main and sanitary sewer main extensions prior to the recording of the final plat. 13. The applicant shall provide an estimate of cost for the grading and construction of the future street "Lotus Woods Drive", abutting Lot 2, prior to the recording of the final plat. 14. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. 15. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 16. The development of Lots 1 and 2 will be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 17. The applicant shall enter into a Development Contract. d Mr. Paul T. Eidsness June 13, 2019 Page 3 Water Resources: Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Section 19-143. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the two lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the c t single- family park fee rate of $5,800 per dwellin the total park fees would be Environmental Resources Coordinator: � t(5 Ofr I (e!� `v 1 `) 1. The easterly 140 feet of Lot 1 and the westerly 40 feet of Lot 2 shall be covered by a Conservation Easement. 2. Tree preservation fencing will be required on each lot. Fencing must be installed at the edge of grading limits prior to the start of any construction activities. Final plat documents must be submitted to the city four weeks prior to the City Council meeting in which you wish 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 952.227.1134 or e-mail at saliaff &,ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure ec: Paul Otto Eric Henricksen gAplan\2017 planning cases\17-06 lotus woods (formerly eidsness) subdivision\april 2019 resubmittaltapproval letter preliminary plat.docx 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, stormwater 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 d. Streets, sidewalk and trails. e. Erosion control. including cleaning and maintenance. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2" 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 any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow MEMORANDUM TO: Erik Henricksen, Project Engineer Todd Hoffman, Parks & Recreation Director Jill Sinclair, Environmental Resource Specialist Eric Tessman, Building Official Renae Clark, Water Resources Coordinator FROM: Sharmeen Al-Jaff, Senior Planner DATE: June 21, 2019 SUBJ: Lotus Woods Final Plat Review The final plat for Lotus Woods was submitted on Friday, June 21, 2019 and is scheduled for City Council review and approval on July 22, 2019. Please review the conditions in the preliminary plat letter of approval against the 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 Thursday, July 11, 2019. Project documents can be found at www.ci.chanhassen.mn.us/2017-06. Please return plans to Sharmeen. SCANNED g:\plan\2017 planning cases\17-06 lotus woods (formerly eidsness) subdivisionUnal plat review memo 6-21-19.docx PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN • MINNESOTA 55317 QSTTO SOCIATES Engineers & Land Surveyors, Inc. To: City of Chanhassen Attn: Sharmeen AI-Jaff P.O. Box 147 Chanhassen, MN 55317 CITY OF CHANHASSEN RECEIVED JUN 21 2019 CHANHASSEN PLANNING DEPT Transmittal Date: 6120119 Project: LOTUS WOODS Location: Chanhassen, Minnesota Project No: 16-0139 We are sending to you: ❑ By Mail ® By Delivery ❑ Picked up by Client No. of Copies: Sheet No.(s): Dated: Description: 3 1-6 Construction Plans (full size) 3 1-6 Construction Plans (50 scale) 1 Engineers Estimate — Lotus Woods 3 1-5 Future Plans (full size) 3 1-5 Future Plans(50 scale) 1 Engineers Estimate — Future Lotus Woods Dr. 5 Final Plat (full size) 1 Final Plat (8.5 x 11) 5 Final Plat Lot Tabulations 5 Easement Exhibit (full size) 1 Easement Exhibit (8.5 x 11) 5 Existing Conditions Survey (full size) 1 Existing Conditions Survey (8.5 x 11) ❑ For your use ❑ For your information ❑ For your approval ® For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested ❑ For your processing ❑ Remarks: CC: Paul Eidsness (1 copy each) From: Paul E Otto, P.L.S., P.E. pa u I (a)ottoassociates.com 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com (� Y a L&J in w rn Z_ "ii°g aE I = M NLU pjp f E � E i f€ � z d& 8 { � = Z cv'r] z Z O Q w s J U ` _ arr `=8a t a g }} 3± tga r it Y4`ES S kt�t $ E�� g 5p j% Iy: E yE .tOT 1M.O6 22$I1% 8 :S t gt}gi d [` a4 - t 3A1OO SO", 07 �'C, � E { ! - __l� g � si}(fg�F}•sE a}%3g � € aJ g;E �ii} p a til �'t� ail It - I e y gaay 8g� .xaaya- ato-I 2 s•yy%F€ .IYYj ase% xx j r ',a l N Es $t}� Y�$ Eig ga I $ `• 1✓(s k; .— 4 iS , I 43 :gpp p 2F ' a ez$ge}j=j$e%gg ti6 tia I [£`t4 cr og ig}gb2fs$ _'-gjFep% a j--ji}� E 3 r--------- - d}4,Aj'{aa { %}i.dgy g} Y Fa pp f y 0 15 f•9+� agg=fil t@¢gSy} % IR --- y a'• a € I J " :$afFE%�s €%i€x� }� `�i ite7 EIr ij o I o (a J e 11 g> f al. eg 2 t 5 e C I' a FFEa-j%# � F $JSEE. aY q [}g I c] s a g s Hit-. E'.g�$Yi �YEta! 14 * J a E [yyi �G F " E L: it II a� Sg a %g •�` �'�'��� f'�'Et A � Eq g� yCY � � ' • \ ��� �.r�ii s E3- Ye Easement Exhibit \ — PROPOSED CONSERVATION EASEMENT.* ` I The East 140.00 feet of Lot 1, Block 1, and the West \ 40.00 feet of Lot 1, Block 1, LOTUS WOODS. Carver olf�eo --��yyeo County, Minnesota, according to the recorded plot thereof Ili \ - S89a379T I8003 (� I I `UO2 - 40.01 ''so EASEMENT AREA = 16.610.56 Sf. ternnl,^ C� \ vi vJ o i ,o YYVVU.. 1" .r r.aoa 4aoa \ r•*�' � P -,PROPOSED LONSERVA iION EASEM£NIT` W. M of the Barr I I 60 \16 C . uB.00 tea or Lot r,-.-_.._.. ii e U r eaaL r. Lens aoas L. I , r, E. t o of Z 6Yst 41.00 h `—�\i ✓�' , h f� f 6-9•rr47' .._..._..._..._..._her of Lae 9, rbon r. ,��4 r✓ 6�7'3107 l-'zf.6J L-40.16", I LOWS 1W0aS 71 Ib938'O9Tr� C.8r9-N86'55'3r'W > IV urrinn•. •._...�R.BlS 00 Chtl.49. 15 $ 1 f T Y OF CHANHASSEN RECEIVED JUN 21 Z019 = \ 20 sb \ 'fir/` IU/1 /1n^ nnr I Inrrr� I I AhC- lyl \L- JHASSEN PLANNING DEPT \ 0 dawlesiwinanumenf/uund (hereby certify that this survey. Plan, or Requested By Revised: report was prepared by me or under my — offoessociates.com o darolesl,21rchbyl41nch direct supervision and Mafamaduly Eidsness Law Offices PLC iron pipe setend marked by Licensed Lend Surveyor under the 1eves f 9 West Division Street License M0061 Bu o/Bre Sfero olM/nnewfe. Rab, MN 55313 Oefe Ore. By Scale: Checked Sy: (763)68I<717 Project No, Fax:(763j6B2.357Y Peal E.O ao6-18-19 T.J.B. 1"=40' P.E.O. ssoraarEs 16-0139 Lk9nse #40087 Data: 6-18-19 Engineers B Land Surveyors, fnc. nt l,l-91 av'.^a..sun vuna.3 v«+ am:mrw, 03'd .02=.1 '9'f'1 9L-S9 a. w m Old 'sao!mp Mel ssauspi3 DOE n 1 I �� "�, y e ag .aa4E8{$iC E�$ 14 Nill £ f 3 $�tyEB� eF EIS$ s I # HH y p ai. EE$8'C =3 I CC U 0 # �� G � I C U) •H X W IV / I 1 / / D z s1 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CHONSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL respondPlease review and ..deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: April 22, 2019 May 9, 2019 ril 19, 2019 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 saljaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: May 21, 2019 at 7:00 p.m. June 10, 2019 at 7:00 p.m. June 18, 2019 Application: Consider a request for a Subdivision of 0.65 acres into 2 single family lots with variances for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Sin le Famil Residential (RSF). A licant/Owner.. Paul Eidsness. Planning Case: 2017-06 Web Pa e: www.ci.chanhassen.mn.us/2017-06 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: Adiacent 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 El Carver County El Victoria ® Water Resources ❑ Lower Riverr El Minnehaha Creek El Law Enforcement Adiacent Counties: ® Riley -Purgatory -Bluff Creek Carver County Agencies: Hennepin Agencies: Utilities: ❑ Scott ❑ Community Development ❑ Engineer ® Cable TV — Mediacom School Districts: ❑ Environmental Services ❑ Electric — Minnesota Valley ® Electric — Xcel Energy ❑ Eastern Carver County 112 ❑ Historical Society ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ® Soil & Water Conservation District ® Natural Gas — CenterPoint Energy ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ElBoard of Water & Soil Resources Authority ElMN Landscape Arboretum El Health ❑ Historical Society ❑ SouthWest Transit ❑ Natural Resources -Forestry ❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control SCA(#*Z ❑ Transportation CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2017-06 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 21, 2019 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a subdivision of 0.65 acres into two single-family lots with variances for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant/Owner: Paul Eidsness. 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/2017-06 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: saliaff(&ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on May 9, 2019) gAp1an\2017 planning taus\17-06 eidsness -subdivision lotus woods\april 2019 nsubmiaW\ph notice to villaguAmx CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNI7-06 NG is HEREBY GASE NO. IVEN that the Chanhassen Planning Commission will hold a public hearingonTuesdaY May21, 2019at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a subdivision of 0.65 acres into two single-family lots with variances for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant/Owner: Paul Eidsness. 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/2017-06 or at City Hall rveolar business hours. to attend this puorrc neanug and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: sal]aff@ci.chanhassen. mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, May 9, 2019 No 9730 SCANNED Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No._qj_J_.� was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefgbijklmnopgrstuvwxyz y. W Laurie A. Hartmann Subscribed and sworn before me on this day of 2019 RATE INFORMATION JYMME JEANNETTE BARK NOTARY PUBLIC - MINNESOTA MY COMMISSION EXPIRES 01/31123 Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ........................ _...... $31.20 per column inch Rate actually charged forthe above matter .............................................. $13.62 per column inch jDr-1 17-O<- 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 May 9, 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 subdivision of 0.65 acres into two single-family lots with variances located at the northeast intersection of Carver Beach Road and Big Woods Boulevard and zoned Single Family Residential (RSF), Planning Case File No. 2017-06 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 thisl� day of nq,,,A , 2019. Wl'vVV'- Public JEAN M STECKLING NotW Pubio Mlrnesm ► V cm.rrm aew. im $1, 2M a SCANNED 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 dos 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. 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 tices 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, indemnify, 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 NAME» aTAX_ADD_L1» eTAX_ADD_L2»,<<TAX_ADD_L3» «Next RecordaaTAX_NAME» «TAX_ADD_LU aTAX_ADD_L2»,sTAX_ADD_L3» Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: ' Tuesday, May 21, 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. Request for a subdivision of 0.65 acres into two single-family Proposal: lots with variances. Applicant: Paul Eidsness Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Outlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential (RSF). 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 What public hearing through the following steps: Happens at 1. Staff will give an overview of the proposed project. the Meeting: 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/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliafftcDci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department 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 u I City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezomngs, Comprehensive Plan Amentlments and Code Amendments require a public hearing before Me Planning Commission. City ordinances require all property within 500 feel of the subject site to be notified of the application in writing. Any interested parry is invited to attend the meeting. • Staff prepares a report on the 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 Wowed for the public to speak about the proposal as a pert 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 will or pertly the Planning Commission's recommendation. Remnings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallindustrial. • Minnesota State Statute 519 99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several momhs 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 confect for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal, Staff is also available to review the project with any interested persons) • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will W included in the report to the City Coul If you wish to have something to be indutletl in the report. please contact the Planning Staff person named on the notification. Date &Time Tuesday, May 21, 2019 at 7:00 P.M. This hearing may not start until ' later in the evening, depending on the order of the agenda. Locatiorl City Hall Council Chambers 7700 Market Blvd. Request for a subdivision of 0.65 acres into two single-family Proposal: lots with variances. Applicant: Paul Eidsness Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Outlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential (RSF). 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 steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 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 prodect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff ccD.ci.chanhassen.mmus or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department 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. NEWI 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 the Planning Commission. City ordinances require all property within 500 feet of the subject site to W notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that induces all pertinent information and a recommendation. These reports ere available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose 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. Remnings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial(ndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 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 spokespersonfrepresentative is encouraged to provide a contact for the city. 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 Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. PIN BLDG_NU I STREETNAI STREETTYF CITY CITY_USPS ZIP ZIP4 TAX —NAME TAX _ADD —Li TAX_ADD_L2 TAX—ADD-1-3 SHAPE.STAreaO 251090101 CHANHASSEN PAULTEIDSNE55 1217 CAPE CORAL PKWY E 8346 CAPE CORAL FL 33904 257930090 520 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8805 CHARLES & ANNETTE BUENGER 520 BIGHORN DR CHANHASSEN MN 55317-8805 520 BIGHORN DR 251602400 620 FOX HILL DR CHANHASSEN CHANHASSEN 55317 9512 CHRISTOPHER M LANDON 620 FOX HILL DR CHANHASSEN MN 55317-9512 620 FOX HILL DR 251090070 501 BIG WOOL BLVD CHANHASSEN CHANHASSEN 55327 4504 DAVID 0 & RACHELA IGEL 501 BIG WOODS BLVD CHANHASSEN MN 55317-4504 501 BIG WOODS BLVD 257930050 560 BIGHORN OR CHANHASSEN CHANHASSEN 55317 9805 ARMIN C & NANCY E DREISSIGER 560 BIGHORN OR CHANHASSEN MN 55317-8805 560 BIGHORN DR 251602330 631 BROKEN A DR CHANHASSEN CHANHASSEN 55327 9569 ALLEN I & BARBARA S OLSON 631 BROKEN ARROW DR CHANHASSEN MN 55317-9569 631 BROKEN ARROW DR 257930040 570 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8805 TRUST OF RICHARD I&JUDITH L WILLIAMS 570 BIGHORN DR CHANHASSEN MN 55317-8805 570 BIGHORN DR 251090040 549 BIG WOO[ BLVD CHANHASSEN CHANHASSEN 55317 4504 IAN P O'CONNELL 549 BIG WOODS BLVD CHANHASSEN MN 55317 549 BIG WOODS BLVD 251602310 671 BROKEN A DR CHANHASSEN CHANHASSEN 55317 9569 GEOFFREY 1 SCHROF 671 BROKEN ARROW DR CHANHASSEN MN 55317-9569 671 BROKEN ARROW DR 251602380 CHANHASSEN JAMESV&MARY L FRERICH 651 BROKEN ARROW DR CHANHASSEN MN 55317-9569 251090010 597 BIG WOO[ BLVD CHANHASSEN CHANHASSEN 55317 4504 SAMUEL R & NANCY L COTE 597 BIG WOODS BLVD CHANHASSEN MN 55317-4504 597 BIG WOODS BLVD 251990300 610 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8806 JOHN C & VICKI L FRAZIER 610 BIGHORN DR CHANHASSEN MN 55317-8806 610 BIGHORN DR 257930010 6DO BIGHORN DR CHANHASSEN CHANHASSEN 55317 BEGS DANIELT&DAWN R BENDELL 600 BIGHORN DR CHANHASSEN MN 55317-8806 ODD BIGHORN DR 251990290 620 BIGHORN DR CHANHASSEN CHANHASSEN 55317 9806 JEFFREY K CLARK 620 BIGHORN DR CHANHASSEN MN 55317-8806 620 BIGHORN DR 250010300 650 CARVER BI RD CHANHASSEN CHANHASSEN 55317 2101 CONSTANCE M CERVILIA 650 CARVER BEACH RD CHANHASSEN MN 55317-2101 650 CARVER BEACH RD LOTUS TRL CHANHASSEN CHANHASSEN 55317 9559 SUSAN PARAULT DOWDS 6940 LOTUS TRL CHANHASSEN MN 55317-9559 6940 LOTUS TRL 251602440 251090080 6940 500 BIG WOO[ BLVD CHANHASSEN CHANHASSEN 55317 4504 GREG & MARIA LINDSLEY 500 BIG WOODS BLVD CHANHASSEN MN 55317-4504 500 BIG WOODS BLVD 257930020 590 BIGHORN DR CHANHASSEN CHANHASSEN 55317 9805 DAVID A&JULIANNE OLSON 590 BIGHORN DR CHANHASSEN MN 55317-8805 590 BIGHORN DR 257930080 530 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8805 RICHARD & SANDRA MONSETH 530 BIGHORN DR CHANHASSEN MN 55317-8805 530 BIGHORN DR 599 BROKEN A DR CHANHASSEN CHANHASSEN 55317 9569 CRAIG RHATIGAN 599 BROKEN ARROW RD CHANHASSEN MN 55317-9569 599 BROKEN ARROW DR 251602371 251602410 600 FOX HILL DR CHANHASSEN CHANHASSEN 55317 9512 RICKI LEE HALE 600 FOX HILL DR CHANHASSEN MN 55317-9512 600 FOX HILL DR 250125900 630 CARVER BI RD CHANHASSEN CHANHASSEN 55317 2101 KEITH & BARBARA THOMAS 630 CARVER BEACH RD CHANHASSEN MN 553174101 630 CARVER BEACH RD 257930070 540 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8805 SCOTT L ROGNEBY 540 BIGHORN OR CHANHASSEN MN 55317-8805 540 BIGHORN DR 251602430 6900 LOTUS TRL CHANHASSEN CHANHASSEN 55317 9559 PATRICK T MCRAITH 6900 LOTUS TRL CHANHASSEN MN 55317-9559 6900 LOTUS TRL 258590100 730 PREAKNES LN CHANHASSEN CHANHASSEN 55327 9238 KENNETH W & COLLEEN 1 VERMEER 730 PREAKNESS LN CHANHASSEN MN 55317-9238 730 PREAKNESS LN BIGHORN DR CHANHASSEN CHANHASSEN 55317 8906 CHRISTENSON LIVING TRUST 630 BIGHORN DR CHANHASSEN MN 55317-8806 630 BIGHORN DR 251990280 250010200 630 581 FOX HILL DR CHANHASSEN CHANHASSEN 55317 9538 ROBERT IAN AMICK 581 FOX HILL DR CHANHASSEN MN 55317-9538 581 FOX HILL DR 250125600 606 CARVER BI RD CHANHASSEN CHANHASSEN 55317 2101 RICHARD S HINTZ 606 CARVER BEACH RD CHANHASSEN MN 553174101 606 CARVER BEACH RD 251602130 621 CARVER BI RD CHANHASSEN CHANHASSEN SS317 2101 JUSTIN BIKERS 621 CARVER BEACH RD CHANHASSEN MN SS317 621 CARVER BEACH RD 257930030 580 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8805 JUSTIN D GRENZ 580 BIGHORN DR CHANHASSEN MN SS317 580 BIGHORN DR WOO[ BLVD CHANHASSEN CHANHASSEN 55317 4504 MICHAEL N SWEET 565 BIG WOODS BLVD CHANHASSEN MN 55317-4504 565 BIG WOODS BLVD 251090030 565 BIG CHANHASSEN 55317 9569 JAMESV&MARY L FRERICH 651 BROKEN ARROW DR CHANHASSEN MN 55317-9569 651 BROKEN ARROW DR 251602320 651 BROKEN OR CHANHASSEN 55317 9238 DANIEL L OKSNEVAD 720 PREAKNESS LN CHANHASSEN MN 55317-9238 720 PREAKNESS LN 258590110 720 PREAKNES LN CHANHASSEN CHANHASSEN 4504 RICHARD ARTHUR SHEA 533 BIG WOODS BLVD CHANHASSEN MN 55317-4504 533 BIG WOODS BLVD 251090050 533 BIG WOO[ BLVD CHANHASSEN CHANHASSEN 55317 FRANK P & BONNIE L FILKO 550 BIGHORN OR CHANHASSEN MN 55317-8805 550 BIGHORN DR 257930060 550 BIGHORN DR CHANHASSEN CHANHASSEN 55317 8805 685 CARVER BEACH RD CHANHASSEN MN 55317 685 CARVER BEACH RD 251600430 685 CARVER BI RD CHANHASSEN CHANHASSEN 55317 2101 ELIEZER MUNOZ 640 CARVER BEACH RD CHANHASSEN MN 55317-9428 640 CARVER BEACH RD 250D10100 640 CARVER BI RD CHANHASSEN CHANHASSEN 55317 9428 JON ALAN LANG 517 BIG WOODS BLVD CHANHASSEN MN 55317-4504 517 BIG WOODS BLVD 251090060 517 BIG WOOC BLVD CHANHASSEN CHANHASSEN 55317 4504 ANDREW 1 LEMKUIL 581 BIG WOODS BLVD CHANHASSEN MN 55327-4504 581 BIG WOODS BLVD 251090020 581 BIG WOOL BLVD CHANHASSEN CHANHASSEN 55317 45D4 JEFFREY R NOWAK 516 BIG WOODS BLVD CHANHASSEN MN 55317-4504 516 BIG WOODS BLVD 251090090 516 BIG WOO[ BLVD CHANHASSEN CHANHASSEN 55317 4504 MATTHEW T & LISA A KOEPPEN 651 BROKEN ARROW DR CHANHASSEN MN 55317-9569 651 BROKEN ARROW OR 251602390 651 BROKEN A DR CHANHASSEN CHANHASSEN 55317 9569 JAMES V & MARY L FRERICH CHANHASSEN MN 55317-2101 655 CARVER BEACH RD 251602180 655 CARVER BIRD CHANHASSEN CHANHASSEN 55317 2101 JEFFREY L KLEINER REV TRUST 655 CARVER BEACH RD 251602420 580 FOX HILL DR CHANHASSEN CHANHASSEN 55317 9538 KATHLEEN HANSEN 580 FOX HILL DR CHANHASSEN MN 55317-9538 580 FOX HILL DR 9569 TODD & KRISTIN JACKSON 621 BROKEN ARROW DR CHANHASSEN MN 55317-9569 621 BROKEN ARROW DR 251602340 622 BROKEN A DR CHANHASSEN CHANHASSEN 55317 Property Card Parcel ID Number 251090101 Taxpayer Information Taxpayer Name PAUL T EIDSNESS Mailing Address 5338 MAJESTIC CT 2 CAPE CORAL, FL 33904-5942 0 a Property Address Big Woods Btvd Address MEADOW t City GREEN PARK Parcel Information Uses Res V Land GIS Acres 1.17 Net Acres Deeded Acres 1.17 Plat BIG WOODS ON LOTUS LAKE Lot Block Tax Description Building Information Building Style ova Grade Finished Sq Ft Bedrooms Year Built Garage N Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 1 WS 064 RILEY PURG BLUFF N I N I N Assessor Information Estimated Market Value 2015 Values (Payable 2016) 2016 Values (Payable 2017) Last Sale Land $118,200.00 $127,200.00 Date of Sale Building $0.00 $0.00 Sale Value Total $118,200.00 $127,200.00 The data provided herewith is for reference purposes only. This data is.1 suitable for lecal. engineering. surveying or other similar purposes. Carver County does not guarantee the accuracy of the information contained hatted. This data is furnished on an as is basis and Carver County makes no representations or warranties, either expressed or implied, for the memhantahgity or r ss of the information provided for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and Me user of the data provided berm admdwleddes Nat Carver County shall not he hable for any damagesand by using this data in any way expressly waives all claims, and agrees to defend. in hold harmless Caner County. its offidals. officers. agents, employees. etc from any and! all claims brought by anyone who uses Me information provided for herein, its employe mar or third parties whldt arise Out of users access. By acceptance of this data. Me user agrees not to bansaut this data or provide access to it or any pad of it to another party ant s the user includes with the data a copy of Nis disclaimer. Wednesday, February 22, 2017 Carver County, MN Bradley W. Solheim, Esq. Direct Dial: (952)442-7766 Email Address: bwsolheim@mhslaw.com Ms. Sharmeen AI-Jaff Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Aftk NID..CHIRr • HUBERT • SJODIN A Professional Limited Liability Partnership ATTORNEYS AT LAW December 5, 2018 Re: Paul Eidsness Proposed Subdivision Dear Ms. AI-Jaff, 121 West Main Street, Suite 200 Waconia, Minnesota 55387 Telephone (952) 442-7700 BRANCH OFFICES Chaska, Minnesota Hutchinson, Minnesota www.mhslaw.com Thank you for meeting with us in November. We are working with Paul Eidsness to potentially subdivide his lot in Chanhassen (the "City"), with Parcel Identification (PID) 251090101. One option is to sell the property "as is," with the future owner either living with just one lot or deciding to split at some point in the future. As far as we can determine, there is no City action to be taken if we sell the property "as is." The new owner can apply for a building permit and the City will go through the review process. There will not be any assessment, the sole interaction with the City will be just the building permit. We will consider selling the property "as is," but we'd prefer to reach a final agreement with the City on a proposed subdivision where the current property would be split into two new parcels. The property maybe, in fact, more valuable as two lots rather than one large one. In discussions, the City prefers platting the property and has concerns about how the roadway on the east side will be handled. We have carefully reviewed our options regardingthe proposed subdivision. The baseline is two- fold: the City ordinances and the parties' agreement from 2006. Pursuant to section 18-37 of the City's Code, a metes and bounds subdivision of two lots can be approved "if both resulting lots meet the minimum requirements of the zoning ordinance and abut a public or private street." In this case, the proposed lots would meet the minimum zoning standards for the area and both lots would abut public streets. A small sliver of the Eidsness property is an outlot for the Big Woods on Lotus Lake plat and is thus not technically a metes and bounds lot. However, it does MELCHERT • HUBERT • SJODIN, PLLP Ms. Sharmeen AI-laff December 5, 2018 Page 2 not appear this small sliver precludes the use of the metes and bounds exemption for a subdivision. The ordinance seems intended to allow simple subdivisions (sometimes called a minor subdivision) to be approved without requiring the applicant to go through the platting process. This proposal fits squarely within the four corners of the simple subdivision ordinance. The proposed subdivision here certainly meets the criteria of a simple subdivision, where the new lot line would be parallel with the existing property line and meets all other requirements of section 18-37. From our review, we are not sure why this should not be a simple subdivision. Mr. Eidsness is happy to grant the City drainage and utility easements as part of the simple subdivision process. However, we recognize this exemption from the City's subdivision ordinance is permissive, and we are willing to continue to talk through the City's needs, including perhaps the expense of the plat approval process. We have also reviewed the Corrective Development Contract and Special Assessment Agreement (the "2006 Agreement"), dated June 14, 2006, between the City and Andrea and Paul Eidsness. The 2006 Agreement addressed the subdivision of property to the east of the currently proposed subdivision. The 2006 Agreement split the lake home from the rest of the property owned by the Eidsnesses. As part of the 2006 Agreement, the Eidsnesses granted the City an easement, and the City agreed to construct a public street within a 50-foot easement granted by the Eidsnesses, over the eastern 50 feet of the property Mr. Eidsness currently seeks to subdivide. The 2006 Agreement also provides for the payment of certain City fees, as well as payment to the City to be applied to the City's cost in constructing the public street. Our initial reading is the deal has been struck, the 2006 subdivision occurred, a permanent easement has been granted to the City and the parties allocated costs. The City is the party to build the street. While we were not present at the table at the time of the 2006 transaction, all the action makes all the sense in the world. Assessing the parcel to the east made sense, as that parcel would benefit directly from the proposed street, whereas the remaining lot already had convenient access to the abutting two public streets. The 2006 Agreement refers to two parcels: the "Assessed Parcel" and "Parcel B." The Assessed Parcel is the property Mr. Eidsness is currently seeking to subdivide, while Parcel B is undefined. The Agreement explicitly defines the Assessed Parcel with the legal description attached as Exhibit A to the 2006 Agreement. The initial legal description for the Assessed Parcel was incorrect, so the 2006 Agreement was corrected and re -recorded to include the appropriate legal description of the Assessed Parcel. There is no definition of Parcel B in the 2006 Agreement. It is reasonable to say that Parcel B must be the parcel immediatelyto the east of the Assessed Parcel, the parcel the Eidsnesses sold, because no other parcel would be relevant to the 2006 Agreement. Further, the Eidsnesses did not own any other property. Admittedly, it is troubling MELCHERT • HUBERT • SJODIN, PLLP Ms. Sharmeen AI-Jaff December 5, 2018 Page 3 that the Assessed Parcel refers to property that was not actually assessed. However, given that Parcel B was originally part of what came to be referred to as the Assessed Parcel, and that Parcel B and the Assessed Parcel were under common ownership, it seems likely the parties were not terribly concerned with which property was labeled as the Assessed Parcel. In short, the odd naming of the two parcels at issue does not overcome the clear language of the 2006 Agreement, which explicitly refers to two distinct parcels of land. Parcel B almost certainly refers to the parcel to the east of the Assessed Parcel; there is no way to read it otherwise. The 2006 Agreement defers the special assessments for the cost of construction of a public street, as well as surface water management fees, until the public street on the eastern boundary of the Assessed Parcel is constructed. Notably, the assessments are placed on Parcel B, not the Assessed Parcel. Parcel B will be the lot which fronts the new street. Again, the Agreement makes all the sense in the world. There is no need for the street but for the east lake lot. Our current parcel has no need or use for the new street. The street at issue in the 2006 Agreement is the same street the City has talked to us about perhaps being constructed as part of the current subdivision proposal. Payment for the construction of the public street should not be a condition of approval of the currently proposed subdivision of the Assessed Parcel, because the cost of constructing the street was already established in the 2006 Agreement, and the costs have already been assessed to the neighboring parcel to the east; the lot which will front the street. It should be noted there is no reason to construct the street at this time. The triggering events for construction of the street suggest the City was concerned more with future subdivisions to the east and north of the Assessed Parcel —not further subdivision of the Assessed Parcel. While the 2006 Agreement provides the City with the authority to construct the street whenever the City deems construction to be necessary, it is clear the parties were not concerned with further subdivision of the Assessed Parcel. This makes sense, because the Assessed Parcel, if subdivided, would have access to existing public streets, while further subdivision of the parcels to the north and east would require the construction of a public street for access. Any attempt to assess the lot we are currently talking about will fail because the parcel is not benefited by the new street. An application to subdivide the Assessed Parcel is not a triggering event for the street construction. While the City can choose to construct the public street at any time, there is no need to do so as a result of the proposed subdivision, as any home constructed on either of the new lots can easily obtain access to the existing public streets through other means. While a building permit for the Assessed Parcel is one of the triggering events, no building permit is currently being sought for the property. At this point, any events triggering street construction are purely speculative. Given the Assessed Parcel is not the property burdened by the cost of MELCHERT • HUBERT • SJODIN, PLLP Ms. Sharmeen AI-Jaff December 5, 2018 Page 4 construction of the street, the current subdivision proposal should not be impacted by potential street construction. The City has already been granted an easement for roadway purposes necessary for construction of the street, and the street will be paid forthrough the already -levied special assessment. In short, the construction of the street is not an impediment to the approval of the proposed subdivision. When we talked, one issue was access to public streets. In reviewing potential driveway options, there are several ways to provide access to the proposed lots without the construction of a public street, while also not impacting the roadway agreement governing the existing shared driveway. 1. The lots could utilize a shared driveway for just these two lots, constructed next to the existing shared driveway. 2. Each owner could decide in the future where to place the respective driveway for each parcel. While the site has some grading challenges, the grading is not so extreme as to prevent the construction of a driveway that complies with the City's driveway ordinance. The parcel to the west could have its driveway connect directly to Carver Beach Road, while the parcel to the east could connect to Big Woods Boulevard in several locations. One option would be to construct the driveway within the existing roadway easement running in favor of the City. The owner of the parcel to the west of the roadway easement does own the title to the easement area in fee simple. There is nothing which would prohibit the owner from constructing a driveway on the easement. The driveway would not negatively impact the easement owner, the City. When the City chooses to construct the public street as the surrounding properties develop, the property would still have a driveway, but the driveway would connect directly to the new street. 3. The two lots could share a common driveway from Big Woods Boulevard, forming a "T" between the two parcels. This is very attractive because the lots are wider than they are long. A very attractive home can be built with the garage on the one end, entering from the side. Mr. Eidsness has no preference as to the driveway location, but there is substantial flexibility to provide access to the subdivided properties. In part, this may be a decision made by the purchaser of the lots. The design of the homes and the location of on the lots may be the deciding factor. Mr. Eidsness seeks a simple subdivision. The subdivision would someday result in the construction of homes that are consistent with the existing homes in the neighborhood. After reviewing the issues identified by the City, it does not appear there are any outstanding issues which would preclude approval of this simple subdivision. We are happy to provide updated drawings to the City showing various options for access to potential new homes. Ideally, the owner of the property will decide, and the decision on the driveway may depend on design. In any event, as part of the permitting process, the City will address the driveway at that time. There MELCHERT • HUBERT • SJODIN, PLLP Ms. Sharmeen AI-laff December 5, 2018 Page 5 does not appear to be a violation of any City ordinance on the slope of the driveway which cannot be addressed in the design. The discussion on the street on the east 50 feet is settled and the agreement signed a decade ago. The costs are fixed, and the benefited property identified. We would like to stay out of that discussion entirely at this point. If you have any questions, please feel free to contact me. Bradley rA PC 1"7-oi 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 9, 2017, 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 a request for a subdivision of 0.65 acres into 2 single family lots with variances for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant/Owner. Paul Eidsness, 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 this _ day of 2017. Notary Public Kim T. Wuwissen, Deputyk Clerk SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 21, 2017 at 7:00 P.M. This headng may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for a subdivision of 0.65 acres into 2 single family lots Proposal: with variances. A licant: Paul Eidsness Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Outlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential RSF .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 steps: What Happens W 1. Staff will give an overview of the proposed project. at the Meeting: 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/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saljaff(o)ci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department 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. NEWI 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! Cky R9W—Procedure: • Subdivisions. manned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Fan Amendments and Code Amendments require a public hearing before the Fanning Commission. Oty, ordinances require all property within 500 feel 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 appllc l that includes all pertinent Information and a recommendatlon. These reports are available by request At the Fanning Commission metal staff will give a verbal ovens" of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the public heartrg and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Fanning Commission's recommendation. Rezonings, land use and Code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialfindustdal. • Mnnesota State Statute 519.99 requires all applications to be processed within SO days unless the applicant wolves this standard. Some applications due to their Complexity may take several months to complete. Any person wishing to follow an Item through Me process should check with the Fanning Department regarding its status and scheduling for the City Council Meeting. • A neighborhood spokesperson/representative Is encouraged to provide a contact for the city. 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 Fanning Commission holds the public heading. the City Council does not. Minutes ere taken and any corespondence regarding the application will be included In the report to the City Council. If you wish to have something to be included in the report, lease contact the Manning Stall person named on Me notification. Date & Time: Tuesday, November 21, 2017 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. Request for a subdivision of 0.65 acres into 2 single family lots Proposal: with variances. Paul Eidsness -Applicant. Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Outlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential RSF .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 steps: What Happens W 1. Staff will give an overview of the proposed project. at the Meeting: 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 promect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saljaffa_ci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: helpful to have one copy to the department 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. NEWI 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 Fan Reviews. Contlltional and IM06M Uses. Weiland Alterations, Rezonings, Comprehensive Fan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feel 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 the subject application Mat includes all pertinent information and a recommendation. These reports are available by request. At the Fanning Commission meeting, staff will give a verbal mel of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the headng process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council, The City Coundl may reverse, effort or modify wholly or partly the Fanning Commission's recommendation. Rei land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercla Andustrlel. • Minnesota Stale Statute 519.99 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 Fanning Department regarding its status and scheduling for the City Council meeting. • A nelghbornood spokespersonlrepresentative is encouraged to provide a Contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested personls). • Because the Fanning Commission holds the public heading, the City Council does not. Minutes are taken and any correspondence regarding the application will be induced in the report to the City Coundl. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. 0 Taxpayer Name Property Address Property CRy-State-Zip Taxpayer Address Taxpayer Clty-State-Zip ALLEN I & BARBARA S OLSON 631 BROKEN ARROW DR CHANHASSEN, MN 55317 631 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 ANDREW 1 LEMKUIL 517 BIG WOODS BLVD CHANHASSEN, MN 55317 517 BIG WOODS BLVD CHANHASSEN, MN 55317-45D4 ARMIN C & NANCY E DREISSIGER 560 BIGHORN DR CHANHASSEN, MN SS317 560 BIGHORN DR CHANHASSEN, MN 55317-8805 CARVER BEACH PROPERTIES , MN 3322ND ST EXCELSIOR, MN 55331-2806 CHAD R & ROBIN E POINTER 6896 NAVAJO DR CHANHASSEN, MN 55317 6896 NAVAJO DR CHANHASSEN, MN 55317-9571 CHARLES & ANNETTE BUENGER 520 BIGHORN DR CHANHASSEN, MN 55317 520 BIGHORN DR CHANHASSEN, MN 55317-8805 CHR15TOPHER M LANDON 620 FOX HILL DR CHANHASSEN, MN 55317 620 FOX HILL DR CHANHASSEN, MN 55317-9512 CONSTANCE M CERVILLA 650 CARVER BEACH RD CHANHASSEN, MN 55317 650 CARVER BEACH RD CHANHASSEN, MN 55327-2101 COREY P IUREK 720 PREAKNESS LN CHANHASSEN, MN 55317 720 PREAKNESS LN CHANHASSEN, MN 55317-9238 CRAIG RHATIGAN 599 BROKEN ARROW DR CHANHASSEN, MN 55317 599 BROKEN ARROW RD CHANHASSEN, MN 55317-9569 DALE & PAMELA I STAHL 580 BIGHORN DR CHANHASSEN, MN 55317 580 BIGHORN DR CHANHASSEN, MN 55317-8805 DANIEL T& DAWN R BENDELL 600 BIGHORN DR CHANHASSEN, MN 55317 600 BIGHORN DR CHANHASSEN, MN 55317-8806 DAVID A & JULIANNE OLSON 590 BIGHORN DR CHANHASSEN, MN 55317 590 BIGHORN DR CHANHASSEN, MN 55317-8805 DAVID O & RACHEL A IGEL 501 BIG WOODS BLVD CHANHASSEN, MN 55317 501 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 DEAN T & SUSAN L STANTON 500 BIGHORN DR CHANHASSEN, MN 55317 500 BIGHORN DR CHANHASSEN, MN 55317-9805 DONALD N MEHL 490 BIGHORN DR CHANHASSEN, MN 55317 490 BIGHORN DR CHANHASSEN, MN 55317-9801 FRANK P & BONNIE L FILKO 550 BIGHORN DR CHANHASSEN, MN 55317 550 BIGHORN OR CHANHASSEN, MN 55317-8805 GEOFFREYJ SCHROF 671 BROKEN ARROW DR ICHANHASSEN, MN 55317 671 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 GREG & MARIA UNDSLEY SOO BIG WOODS BLVD I CHANHASSEN, MN 55317 500 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 JACOB VOELTZ 685 CARVER BEACH RD ICHANHASSEN, MN 55317 685 CARVER BEACH RD CHANHASSEN, MN 55317-2101 JAMES HENDERSON 678 BROKEN ARROW DR CHANHASSEN, MN SS317 678 BROKEN ARROW DR CHANHASSEN, MN 55317.9569 AMES V & MARY L FRERICH 651 BROKEN ARROW DR CHANHASSEN, MN 55317 651 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 JEFFREY K CLARK 620 BIGHORN DR CHANHASSEN, MN 55317 620 BIGHORN DR CHANHASSEN, MN 55317-8806 JEFFREY L KLEINER REV TRUST 655 CARVER BEACH RD CHANHASSEN, MN SS317 655 CARVER BEACH RD CHANHASSEN, MN 55317-2101 JEFFREY R NOWAK 581 BIG WOODS BLVD CHANHASSEN, MN 55317 581 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 OHN C & VICKI L FRAZIER 610 BIGHORN DR CHANHASSEN, MN 55317 610 BIGHORN DR CHANHASSEN, MN 55317-88M OHN C PENHOLLOW 549 BIG WOODS BLVD CHANHASSEN, MN 55317 549 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 ON ALAN LANG 640 CARVER BEACH RD CHANHASSEN, MN 55317 640 CARVER BEACH RD CHANHASSEN, MN 55317-9428 KEITH & BARBARA THOMAS 630 CARVER BEACH RD CHANHASSEN, MN 55317 630 CARVER BEACH RD CHANHASSEN, MN 55327-2101 KENNETH W & COLLEEN J VERMEER 730 PREAKNESS IN CHANHASSEN, MN 55317 730 PREAKNESS LN CHANHASSEN, MN 55317-9238 LANA LEE MATSON 6893 NAVAJO DR CHANHASSEN, MN 55317 6893 NAVAJO DR CHANHASSEN, MN 55317-9572 MASOOD SAJADY 510 BIGHORN DR CHANHASSEN, MN 55317 510 BIGHORN DR CHANHASSEN, MN 55317-8805 MATTHEW T& LISA A KOEPPEN 516 BIG WOODS BLVD CHANHASSEN, MN 55317 516 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 MICHAEL N SWEET 565 BIG WOODS BLVD CHANHASSEN, MN 55317 565 BIG WOODS BLVD CHANHASSEN, MN 553174504 NORTHERN INVESTMENT PROPERTY LLC 691 CARVER BEACH RD CHANHASSEN, MN 55317 PO BOX 694 WAYZATA, MN 55391-0694 PATRICK T MCRAITH 6900 LOTUS TRL CHANHASSEN, MN 55317 6900 LOTUS TRL N CHANHASSEN, MN 55317-9559 PAUL A SUSTMAN PAUL T EIDSNESS PHILIP M HANSON 590 BROKEN ARROW RD 621 CARVER BEACH RD CHANHASSEN, MN 55317 , MN CHANHASSEN, MN 55317 BROKEN ARROW RD 5338 MAJESTIC CT 1621 CARVER BEACH RD CHANHASSEN, MN 55317-9569 CAPE CORAL, FL 33904-5942 CHANHASSEN, MN SS317-2101 RANDY SCHLUETER 580 FOX HILL DR CHANHASSEN, MN 55317 580 FOX HILL DR CHANHASSEN, MN 55317-9538 RICHARD & SANDRA MONSETH 530 BIGHORN DR CHANHASSEN, MN 55317 530 BIGHORN DR CHANHASSEN, MN 55317-8805 RICHARD ARTHUR SHEA 533 BIG WOODS BLVD CHANHASSEN, MN 55317 533 BIG WOODS BLVD CHANHASSEN, MN 55317.4SO4 RICHARD S HINTZ 606 CARVER BEACH RD CHANHASSEN, MN 55317 606 CARVER BEACH RD CHANHASSEN, MN 55317-2101 RICKI LEE HALE 600 FOX HILL DR CHANHASSEN, MN 55317 600 FOX HILL DR CHANHASSEN, MN 55317-9512 ROBERT IAN AMICK 581 FOX HILL DR CHANHASSEN, MN 55317 581 FOX HILL DR CHANHASSEN, MN 55317-9538 SAMUEL R & NANCY L COTE 597 BIG WOODS BLVD CHANHASSEN, MN 55317 597 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 SCOTT L ROGNEBY 540 BIGHORN DR CHANHASSEN, MN 55317 540 BIGHORN DR CHANHASSEN, MN 55317-MS SUSAN PARAULT DOWDS 6940 LOTUS TRL CHANHASSEN, MN 55317 6940 LOTUS TRL CHANHASSEN, MN 55317-9559 TODO & KRISTIN lADK50N 621 BROKEN ARROW DR CHANHASSEN, MN 55317 121 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 TRUST OF RICHARD 1 &IUDITH L WILLIAMS 570 BIGHORN DR CHANHASSEN, MN SS317 570 BIGHORN DR ICHANHASSEN, MN 55317-MM COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 0 CITE OF CBANBASSEN AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: October 25, 2017 Agency Review Response Deadline: November 9, 2017 Date Application Filed: October 20, 2017 Contact: Contact Phone: Contact Email: Sharmeen AI-Jaff 952-227-1134 saljaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: November 21, 2017 at 7:00 p.m. December 11, 2017 at 7:00 p.m. December 19, 2017 Application: Consider a request for a Subdivision of 0.65 acres into 2 single family lots with variances for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential RSF . A licant/Owner: Paul Eidsness. PlanningCase: 2017-06 Web Pa e: www.ci.chanhassen.mn.us/2017-06 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. 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N ro s�: m all=o CORION CCCCCCCCMISS i 6L�LC«t����ILE[�L�CL L911 CCCCCCCCCCCCC R',.'I C 2 CI � �• / U)z O Ow to ZDI ; I "Al I llVl I / � I 71, 0 �WWA pN 20 � U ?a wz o � m w w � i y I S, •. v� I kesww� cn Z 3 Q $ I - � co I Y I � / q Hj g ci I /—i i 9�n 3s ca 0 aN •- okk 3 I I 8€a3 Wc7 o- 00 0/ / 41 ' pl# O to I - lag \ 1 6 10 LI ga I i co QSTTO SOCIATES Engineers & Land Surveyors, Inc. To: City of Chanhassen Attn: Sharmeen AI-Jaff P.O. Box 147 Chanhassen, MN 55317 Transmittal Date: 10/25/17 Project: LOTUS WOODS Location: Chanhassen, Minnesota Project No: 16-0139 We are sending to you: ® By Mail ❑ By Delivery ❑ Picked up by Client No. of Copies: Sheet No.(s): Dated: Description: 7 1-11 10-24-17 Preliminary Plans (full size) ❑ For your use ❑ For your information ❑ For your approval ® For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested ❑ For your processing ❑ Remarks: CC: Eidsness Law Offices, PLC (1 copy) From: Paul E Otto, P.L.S., P.E. paul 6ottoassociates. com 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com 1-7-o60 CITY OF CHANHASSEN Chanhassen is Community for Life -Providing forToday and Planning for Tomorrow March 15, 2017 Mr. Paul Eidsness 1217 Cape Coral Parkway E #346 Cape Coral, FL 33904 Dear Mr. Eidsness, This is an informational letter explaining the development review timeline requirement for your Preliminary Plat application. Minnesota State Statue M462.358 OFFICIAL CONTROLS: SUBDIVISION REGULATION; DEDICATION-Subd. 3b.Review procedures, permits a municipality to act on a Preliminary Plat application within 120 days following delivery of an application. Your application was submitted on February 17, 2017. The 120 day deadline to act on this application is June 17, 2017. However, this application has been rescheduled for a public hearing before the Planning Commission on April 18, 2017 and City Council on May 8, 2017. If you have any questions, please contact me at 952-227-1134 or email at saliaff(a`,ci.chanhassen.mn. us. Sincerely, "ff"Sk"MMOMEW � 1, LiSm" � Sharmeen Al-Jaff Senior Planner SCANNED PH 952.227.1100 • www.ci.chanhassenan.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL CITY OF CHANEASSEN Agency Review Request Date: February 21, 2017 Agency Review Response Deadline: March 9, 2017 Date Application Filed: February 17, 2017 Contact: Contact Phone: Contact Email: Sharmeen AIJaff 952-227-1134 sagaff@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: March 21, 2017 at 7:00 p.m. Aril 10, 2017 at 7:00 p.m. Aril 18, 2017 Application: Consider a request for a Subdivision of 0.65 acres into 2 single family lots with a Variance for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Fa! il Residential RSF . A licant/Owner: Paul Eidsness. Planning Case: 2017-06 Web Page: www.ci.chanhassen.mn.us/2017-06 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. Citv Departments: ❑ Attorney ® Building Official ® Engineer ® Fire Marshal ® Forester ® Park Director ® Water Resources ❑ Law Enforcement Carver County Agencies: ❑ Community Development ❑ Engineer ❑ Environmental Services ❑ Historical Society ❑ Parks ® Soil & Water Conservation District State Agencies: ❑ Board of Water & Soil Resources ❑ Health ❑ Historical Society ❑ Natural Resources -Forestry ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation Federal Agencies: ❑ Army Corps of Engineers ❑ US Fish & Wildlife Watershed Districts: ❑ Carver CountyW MO ❑ Lower MN River ❑ Minnehaha Creek ® Riley -Purgatory -Bluff Creek Utilities: Cable TV — Mediacom Electric — Minnesota Valley Electric — Xcel Energy Magellan Pipeline Natural Gas — CenterPoint Energy Phone — CenturyLink Adjacent Cities: ❑ Chaska ❑ Eden Prairie ❑ Jackson Township ❑ Minnetonka ❑ Shorewood ❑ Victoria Adjacent Counties: ❑ Hennepin ❑ Scott School Districts: ❑ Eastern Carver County 112 ❑ Minnetonka 276 Other Agencies: ❑ Hennepin County Regional Railroad Authority ❑ MN Landscape Arboretum ❑ SouthWest Transit ❑ TC&W Railroad CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF RESCHEDULED PUBLIC HEARING Dear Property Owner: On March 9, 2017, the City of Chanhassen mailed a public hearing notice to you regarding the following proposal: • Request for a subdivision of 0.65 acres into 2 single family lots with a variance at the Northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant: Paul Eidsness The public hearing has been RESCHEDULED for April 18, 2017 in the City Hall Council Chambers. The meeting will begin at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. If you have questions regarding this proposal, contact Sharmeen AI-Jaff at 952-227-1134 or by email: saliaffCcDci.chanhassen.mn.us, or visit the city's projects web page at www.ci.chanhassen.mn.us/serv/plan/17-06 CITY OF CHANHASSEN PLANNING COMMISSION NOTICE OF RESCHEDULED PUBLIC HEARING Dear Property Owner: On March 9, 2017, the City of Chanhassen mailed a public hearing notice to you regarding the following proposal: • Request for a subdivision of 0.65 acres into 2 single family lots with a variance at the Northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant: Paul Eidsness The public hearing has been RESCHEDULED for April 18, 2017 in the City Hall Council Chambers. The meeting will begin at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. If you have questions regarding this proposal, contact Sharmeen AI-Jaff at 952-227-1134 or by email: saliaff(a)ci.chanhassen.mn.us, or visit the city's projects web page at www.ci.chanhassen.mn.us/serv/plan/l 7-06 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2017-06 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday March 21 at 7:00 pm. inthe Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a subdivision of 0.65 acres into 2 single family lots with a variance for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant/Owner. Paul Eidsness. A plan showing the location of the proposal is available for public review on the city's web site at wwwa.chanhassen. mn.us/2017-06 or at City Hall during regular business hours. M interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen Al-Jaff, Senior Planner Email: saljaff@ci.chanhassen. mn.us Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday March 9, 2017 No 4420) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended ' ] (B) The printed public notice that is attached to this Affidavit and identified as No. `( / L/V V was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghilklmnopgrstuvwxyz o-"(. Laurie A. Hartmann Subscribed and sworn before me on this T+ day of �2017 JYMME JEANNETTE BARK L/ NOWN PLBUC - MANESOTA MY COMMSSION DPA S 01/31/' 6 Norjullie RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch 'CANNE,� (- I-?- a(, CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on March 9, 2017, 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 a request for a subdivision of 0.65 acres into 2 single family lots with a variance for property located at the northeast intersection of Carver Beach Road and Big Woods Boulevard, Outlot A, Big Woods on Lotus Lake and part of government Lot 6 and zoned Single Family Residential (RSF). Applicant/Owner: Paul Eidsness, 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. Kim' . Meuwissen, Depubr..Cle Subscribed and sworn to before me this _ day of 2017. Notary Public SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 21, 2017 at 7:00 P. M. This hearing may not start later in the evening, depending on the order of the agenda. on: CityHall Council Chambers, 7700 Market Blvd. sal: Request for a subdivision of 0.65 acres into 2 single family lots Puntil with a variance. Aant: Paul Eidsness Northeast intersection of Carver Beach Road and Big Woods rty Boulevard, Outlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential RSF .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 What Happens public hearing through the following 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.us12017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saljaff(Mci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department 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. NEWI 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, Planed Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings. Comprehensive Plan Amendments and Code Amendments require a Public hearing before the 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 the subject application that includes all pertinent information and a rewmmentlation. 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 pan of the hearing Process The Commission will dose 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 Me Planning Commission's rewmmentlation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commendaUnduslnal. • Minnesota State Statute 519 99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any person wishing to folow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighbontootl spokespersoNrepreseMative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their preposal. Staff is aim available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will bar inducted in the report to the City Coundlff you wish to have come ing to be included in the report, lease contact the Planning Staff person named an the notification. Date & Time: Tuesday, March 21, 2017 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. Proposal: Request for a subdivision of 0.65 acres into 2 single family lots with a variance. Paul Eidsness -Applicant: Northeast intersection of Carver Beach Road and Big Woods Property Boulevard, Outlot A, Big Woods on Lotus Lake and part of Location: government Lot 6 and zoned Single Family Residential RSF .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 What Happens public hearing through the following 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/2017-06. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saljaff(cDci.chanhassen.mn.us or by phone at 952- Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department 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, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of me application in writing Any interested party is invited to attend the meeting. • Staff prepares a report on the 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 antl a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose 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 rewmmentlation. Remnings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential m wmmercialindustnal. • Minnesota State Statute 519.99 requires all applications to be processed will 60 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 Counal meeting. • A neighborhood spokespersonfrepresentative Is encouraged to provide a contact for Me city. 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 hobs the public hearing, the City Counal does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Couni If you wish to have something to be included in the report, lease contact the Planning Stag person named on the notification. L k LEN I & BARBARA 5 OLSON 631 BROKEN ARROW DR (CHANHASSEN, MN 55317 631 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 1NDREW 1 LEMKUIL 517 BIG WOODS BLVD CHANHASSEN, MN 55317_ 517 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 1RMIN C & NANCY E DREISSIGE_R 560 BIGHORN DR CHANHASSEN, MN 55317 560 BIGHORN DR _ CHANHASSEN, MN 55317-8805 :ARVER BEACH PROPERTIES ,MN 3322ND ST EXCELSIOR, MN 55331-1806 :HAD R & ROBIN E POINTER 6896 NAVAJO DR CHANHASSEN, MN 55317 6896 NAVAJO OR !CHANHASSEN, MN 55317-9571 :HARLES & ANNETTE BUENGER 520 BIGHORN DR CHANHASSEN, MN 55317 520 BIGHORN DR CHANHASSEN, MN 55317-MS :HRISTOPHER M LANDON _ 620 FOX HILL DR CHANHASSEN, MN 55317 620 FOX HILL DR CHANHASSEN, MN 55317-9512 .ONSTANCE M CERVILLA 650 CARVER BEACH RD CHANHASSEN, MN 55317 650 CARVER BEACH RD CHANHASSEN, MN 55317-2101 ;GREY P IUREK 720 PREAKNESS LN CHANHASSEN, MN55317 720 PREAKNESS UN CHANHASSEN, MN 55317-9238 ;RAIG RHATIGAN 599 BROKEN ARROW DR CHANHASSEN, MN 55317 ,599 BROKEN ARROW RD CHANHASSEN, MN 55317-9569 )ALE & PAMELA I STAHL 580 BIGHORN DR CHANHASSEN, MN 55317 580 BIGHORN DR CHANHASSEN, MN 55317-8805 )ANIELT & DAWN R BENDELL 600 BIGHORN DR CHANHASSEN, MN 55317 600 BIGHORN DR CHANHASSEN, MN 553174806 )AVID A & JULIANNE OLSON 590 BIGHORN DR CHANHASSEN, MN 55317 590 BIGHORN DR CHANHASSEN, MN 55317-8805 )AVID 0 & RACHEL A IGEL 501 BIG WOODS BLVD CHANHASSEN, MN 55317 501 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 )EAN T & SUSAN L STANTON 500 BIGHORN DR CHANHASSEN, MN 55317 '', SOO BIGHORN DR CHANHASSEN, MN 55317-8805 )ONALD N MEHL 490 BIGHORN DR CHANHASSEN, MN 55317 490 BIGHORN DR CHANHASSEN, MN 55317-8801 'RANK P & BONNIE L FILKO 550 BIGHORN DR CHANHASSEN, MN 55317 550 BIGHORN DR CHANHASSEN, MN 55317-8805 3E0fFREV15CHROF 1671 BROKEN ARROW DR CHANHASSEN, MN 55317 '671 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 5REG & MARIA UNOSLEY 500 BIG WOODS BLVD CHANHASSEN, MN 55317 500 BIG WOODS BLVD CHANHASSEN, MN 55317-45N ACOB VOELTZ 685 CARVER BEACH RD CHANHASSEN, MN 55317 685 CARVER BEACH RD CHANHASSEN, MN 55317-2101 AMES HENDERSON 678 BROKEN ARROW DR CHANHASSEN, MN 55317 1678 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 _ AMES V & MARY L FRERICH �651 BROKEN ARROW OR CHANMASSEN,_MN 55317 651 BROKEN ARROW DR ,CHANHASSEN, MN 55317-9569 IEFFREY K CLARK 620 BIGHORN DR CHANHASSEN, MN 55317 620 BIGHORN DR CHANHASSEN, MN 55317-SM IEFFREY L KLEINER REV TRUST 655 CARVER BEACH RD CHANHASSEN, MN 55317 655 CARVER BEACH RD !CHANHASSEN, MN 55317-2101 IEFFREY R NOWAK _ 581 BIG WOODS BLVD CHANHASSEN, MN 55317 581 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 — IOHN C & VICKI L FRAZIER 610 BIGHORN DR _—. CHANHASSEN, MN 55317 610 BIGHORN DR CHANHASSEN, MN 55317-8806 IOHN C PENHOLLOW 549 BIG WOODS BLVD CHANHASSEN, MN 55317' 549 BIG WOODS BLVD _ 'CHANHASSEN, MN 55317-4504 ON ALAN LANG 640 CARVER BEACH RD CHANHASSEN, MN 55317 640 CARVER BEACH RD CHANHASSEN, MN 55317-9428 CEITH & BARBARATHOMAS 630 CARVER BEACH RD CHANHASSEN, MN 55317 630 CARVER BEACH RD CHANHASSEN, MN 55317-2101 KENNETH W& COLLEEN J VERMEER _ 730 PREAKNESSLN CHANHASSEN, MN 55317 730 PREAKNESS LN CHANHASSEN, MN 55317-9238 ANA_ LEE MATSON _ 6893 NAVA10 DR CHANHASSEN, MN 55317 6893 NAVAJO DR CHANHASSEN, MN 55317-9572 MAS000 SAJADV 510 BIGHORN DR ICHANHASSEN, MN 55317 1510 BIGHORN DR CHANHASSEN, MN 55317-8805 _ MATTHEW T & LISA A KO_ EPPEN 516 BIG WOODS BLVD CHANHASSEN, MN 55317 516 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 knrunoi u CWCrT -- 565 RIG WDODS BLVD [HANHA55EN. MN 55317 565 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 )RTHERN INVESTMENT PROPERTY LLC 1TRICK T MCRAITH 691 CARVER BEACH RD 6900 LOTUS TRL ICHANHASSEN, MN 55317 1 PO BOX 694 _ WAY[ ]A, MN e�eyi-wan CHANHASSEN,I 55317 16900 L0TUS TRL CHANHASSEN, MN 55317-9559 1UL A SUSTMAN 590 BROKEN ARROW RD (CHANHASSEN, MN 55317 1590 BROKEN ARROW RD !CHANHASSEN, MN 55317-9569 LULT EIDSNE55 ,MN 5338 MAJESTIC CT CAPE CORAL, FL 33904-5942 11LIP M HANSON 621 CARVER BEACH RD CHANHASSEN, MN 55317 1111 CARVER BEACH RD ICHANHASSEN, MN 55317-2101 WDY SCHLUETER 580F0X HILL DR CHANHASSEN,MN 55317 580 FOX HILL DR CHANHASSEN, MN 55317-9538 CHARD & SAND(tA MONSETH 530 BIGHORN DR CHANHASSEN, MN 55317 530 BIGHORN DR CHANHASSEN, MN 55317-88OS CHARD ARTHUR SHEA 533 BIG WOODS BLVD CHANHASSEN, MN 55317 533 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 ICHANHASSEN, CHARD S HINTZ 606 CARVER BEACH RD CHANHASSEN, MN 55317 606 CARVER BEACH RD MN 55317-2101 CKI LEE HALE 600 FOX HILLDR CHANHASSEN, MN 55317 600 FOX HILL OR CHANHASSEN, MN 55317-9512 )BERT IAN AMICK 581 FOX HILLDR CHANHASSEN, MN 55317 581 FOX HILL OR CHANHASSEN, MN 55317-9538 1MUEL R & NANCY L COTE 597 BIG WOODS BLVD CHANHASSEN, MN 55317 597 BIG WOODS BLVD CHANHASSEN, MN 55317-4504 :OTT L ROGNEBY 540 BIGHORN DR ICHANHASSEN, MN 55317 540 BIGHORN OR CHANHASSEN, MN 55317-MS JSAN PARAULT DOWDS 6940 LOTUS TRL CHANHASSEN, MN 55317 6940 LOTUS TRL CHANHASSEN, MN 55317-9559 )DD & KRISTIN JACKSON 621 BROKEN ARROW DR CHANHASSEN, MN 55317 11621 BROKEN ARROW DR CHANHASSEN, MN 55317-9569 JUST OF RICHARD J &JUDITH L WILLIAMS 570 BIGHORN OR CHANHASSEN MN 55317 570 BIGHORN DR CHANHASSEN, MN 55317-8805 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 02/17/2017 3:38 PM Receipt No. 00339883 CLERK: AshleyM PAYEE: Paul Eidsness 35 Interlachen Place Tonka Bay MN 55331- Lotus Woods ------------------- ------------------------ Sa.1tft-} Plat-;1wom 300.00 Subdivision.* irr INq Co.+ 700.00 Variance 200.00 GIS List 147.00 Sign Rent 200.00 Total Cash Check 5081 Change 1,547.00 0.00 1,547.00 0.00 RECEIVED FEB 17 2011 CITY OF CHANHASSEN COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENTREVIEW 4 Submittal Date: PC Date: CC Date: 7 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 (LIP) ❑ 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 ..... :...... ....................... r............... $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 ( lots) ❑ 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) 93 Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) Residence ............................... $150 HSingle-Family 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. t 3'Notification Sign (City to install and remove)...................................................................................................................... $200 Er"Property Owners' List within 500' (City to generate after pre -application meeting) ........................ ....... l............. $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) TOTAL FEE: Section 2: Required Information Description of Proposal: Preliminary Plat—Caj4S Property Address or Location: NEQ of Carver Beach Road and Big Woods Boulevard in Chanhassen, Minnesota Parcel #: 251090101 Legal Description: Outlot A, BIG WOODS ON LOTUS LAKE & Part of Gov't Lot 6 Total Acreaae 1.04 Wetlands Present? P9 Yes 0 No 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. Name: P 'r C i Asst tst Contact: Address: 1 t 7 CAP• Go fA L fK W1 E 0 3 " Phone: city/state/ZiB: Z.ae.. t- ej .'0 FL 3370Y Cell: lit -L g $Gi - S 7 L y Email:_ Fax:���173— Signature: Dater Z 3.o 17 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: Otto Associates Engineers & Land Surveyors, Inc. Contact: Paul E. Otto, P.L.S., P.E. Address: 9 West Division Street Phone: (763) 682-4727 City/State/Zip: Buffalo, MN 55313 Cell: (763) 439-4115 Email: paul@ottoassociates.com Fax (763) 682-3522 Who should receive copies of staff reports? ® Property Owner Via: ❑ Email ❑ Mailed Paper Copy ❑ Applicant Via: ❑ Email E] Mailed Paper Copy 'Other Contact Information: Name: _ Address: I QSTTO soc►ares Engineers & Land Surveyors, inc. To: City of Chanhassen Attn: Sharmeen AI-Jaff PO Box 147 Chanhassen, MN 55317 Transmittal Date: 5/20/2016 Project: LOTUS WOODS Location: Chanhassen, MN Project No: 16-0139 We are sending to you: ® By Mail ❑ By Messenger ❑ Picked up by Client No. of Copies: Sheet No.(s): Dated: Description: 7 1 toll 5/20/16 Preliminary Plan Set (full size) 1 5/18/16 Stormwater Report ❑ For your use ❑ For your information ❑ For your approval ® For your review ❑ Revised and resubmitted ❑ For your distribution ❑ As you requested ❑ For your processing ❑ Remarks: CC: Eidsness Law Offices, PLC I sef i"s P From: Paul E. Otto, P.L.S., P.E. paulno ottoassociates.com - -- --•- ---, -tv uoo 10 - too-ooL-4/L/ • t-ax /b3-obz-3ozz • www.Ottoassociates.com 30t!jj 01-:7V COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN 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 Date: PC Date: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Applcation 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......................................................... U25 ❑ 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 ❑ CommerciaulndustrialDistricts*......................$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 ( lots) ❑ 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 ❑ 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. XNotification Sign (City to install and remove) ......... ................................................................ ..................... ..... ................ ( $200 Property Owners' List within 500' (City to generate after pre -application meeting) ............................................... $3 per address ( addresses) $ ty7 ElEscrow 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.) x ❑ Easements( easements) TOTAL FEE: Section 2: Required Information Description of Proposal: Preliminary Plat Property Address or Location: NEQ of Carver Beach Road and Big Woods Boulevard in Chanhassen, Minnesota Parcel #: 251090101 Legal Description: Total Acreage: 1.04 Wetlands Present? Present Zoning: Single -Family Residential District (RSF) Present Land Use Designation: Residential Low Density Existing Use of Property: Wooded ❑ Check box is separate narrative is attached. Outlot A, BIG WOODS ON LOTUS LAKE & Part of Gov't Lot 6 ❑ Yes ® No Requested Zoning: Single -Family Residential District (RSF) Requested Land Use Designation: Residential Low Density 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, 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: Contact: Address: Phone: City/State/Zip: Cell: Email: 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: Otto Associates Engineers & Land Surveyors, Inc. Contact: Paul E. Otto, P.L.S., P.E. Address: 9 West Division Street Phone: (763) 682-4727 City/State/Zip: Buffalo, MN 55313 Cell: (763) 439-4115 Email: paul@ottoassociates.com Fax: (763) 682-3522 Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: v❑ 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 (required). SAVE FORM PRINT FORM SUBMIT FORM Dimulllelt No. OFFICE OF THE T 11111111111 158745 REGISTRAR OF TITLES Cert. ##.2325837 Fee: $ 48 00 Certified Recorded on 06-16-2006 at2 00 [:]AM WPM Ep MIINII��III�INIIII��� Carl Registrar of Titles W. Hanson, Jr CORRECTIVE GRANT OF TEMPORARY AND PERMANENT EASEMENTS This Corrective Grant of Temporary and Permanent Easements is given to correct the legal description of the property used in a former Grant of Temporary and Permanent Easements between the parties hereto, dated February 13, 2006, and recorded in the Office of the Registrar of Titles for Carver County, Minnesota, on February 15, 2006, as Document No. T 157035. PAUL T. EIDSNESS and ANDREA S. EIDSNESS f/k/a ANDREA S. JOHNSON, husband and wife, "Grantors", in consideration of One Dollar [$1.00] and other good and valuable consideration_, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF CHANHASSEN, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, a temporary construction easement over, on, across, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A" ["Temporary Easement Premises"]. TO HAVE AND TO HOLD the same, unto the City, its contractors, agents, servants and assigns, commencing upon execution of this document and expiring 90 days after the date of acceptance by the City of Chanhassen of the SCANNED completion of the contemplated roadway, sewer, water, curb, gutter and utility installation within the Permanent Easement Premises, hereinafter described, together with the right of ingress to and egress from the temporary easement premises, for the purpose of constructing, reconstructing, inspecting, repairing, and maintaining the property of the City, at the will of the City, its successors and assigns. Grantors hereby grant the uses herein specified without divesting themselves of the right to use and enjoy the above described Temporary Easement Premises, subject only to the right of the City to use the same for the purposes herein expressed. The City, its agents and assigns, will restore the Temporary Easement Premises to a condition as nearly equal as possible to that which existed prior to construction or maintenance authorized hereunder within a reasonable time after completion of that construction. It is agreed, however, that trees, shrubs, and other plants will not be replaced and that the City will not be responsible for payment of damages resulting from the removal of or damage to trees, shrubs and other plants. FURTHERMORE, in consideration of One Dollar [$1.00] and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantors do hereby grant unto the City, its successors and assigns, forever, a permanent easement for public roadway, drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A" [Permanent Easement Premises"]. 2 INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Permanent Easement Premises at all reasonable tunes to construct, reconstruct, inspect, repair, and maintain said public roadway, drainage and utility systems over, across, on, under, and through the Permanent Easement Premises, together with the right to grade, level, fill, drain, and excavate the Permanent Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public roadway, drainage and utility easements. Upon any dedication in a plat that includes the property burdened by the Permanent Easement Premises to the public for public roadway purposes, this Grant of Easements shall cease to be carried as a memorial on the Certificate of Title for the parcel burdened by the easement. The above named Grantors, for themselves, their heirs and assigns, do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Permanent and Temporary Easement Premises; that they have the sole right to grant and convey the easements to the City; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. 3 IN TESTIMONY WHEREOF, the document this 1 y - day of STATE OF MINNESOTA ) 11FiVirBP1n1 ) SS. COUNTY OFFER Grantors hereto have signed this 2006. GRANTORS: Paul T. Eidsness yv' Andrea S. Eidsness f/k/a Andrea S. Johnson The foregoing instrument was aelmowledged before me this day of June, 2006, by Paul T. Eidsness and Andrea S. Eidsness, f/k/a Andrea S. Johnson, husband and wife, Grantors. THIS INSTRUMENT WAS DRAFTED BY: Rice Law Firm, Chartered 525 West 78th Street, Suite 201 P.O. Box 1180 Chanhassen, Minnesota 55317-1180 M is '� U/.�_ , .. ,• . S► UY MARIE JAMMM w aw.ww bow a.31. sa EXHIBIT "A" TO CORRECTIVE GRANT OF TEMPORARY AND PERMANENT EASEMENTS (PARCELS A and B) A permanent easement for public roadway, drainage and utility purposes over, under and across the East 50.00 feet of the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. TOGETHER WITH a temporary easement for construction purposes over, under and across the West 20.00 feet of the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. . That lies Easterly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. Page A - 2 Document No. OFFICE OF THE T 158746 REGISTRAR OF TITLES VER STA 111111111111 ChRe ##32C89TM MFee $E4°lm Certfied Recorded on 0&1Cr at ❑ AM V] PM 2006-W IIIIIII �I I�IIII�I� N stHanson, lsr CORRECTIVE GRANT OF PERMANENT EASEMENTS This Corrective Grant of Permanent Easements is given to correct the legal description of the property used in a former Grant of Permanent Easements between the parties hereto, dated February 13, 2006, and recorded in the Office of the Registrar of Titles for Carver County, Minnesota, on February 15, 2006, as Document No. T 157036. PAUL T. EIDSNESS and ANDREA S. EIDSNESS, f/k/a ANDREA S. JOHNSON, husband and wife, "Grantors", in consideration of One Dollar [$1.00] and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF CHANHASSEN, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for public roadway, drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A" ["Permanent Easement Premises"]. INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Permanent Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public roadway, drainage and utility systems over, across, on, under, and through the SCANNED Permanent Easement Premises, together with the right to grade, level, fill, drain, and excavate the Permanent Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public roadway, drainage apd utility easements. The above named Grantors, for themselves, their heirs and assigns, do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Permanent Easement Premises; that they have the sole right to grant and convey the easements to the City; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantors hereto have signed this document this �`�day of _TOA-, _ 2006. GRANTORS: Paul T. Eidsness IM�t'it,Pd� Andrea S. Eidsness f/k/a Andrea S. Johnson STATE OF MINNESOTA 1 C QUNTY OF R NEPj ss. The foregoing instrument was acknowledged before me this day of 4Rpe, 2006, by Paul T. Eidsness and Andrea S. Eidsness, f/k/a Andrea S. Jo}j*n, husband and wife, Grantors. 'A" THIS INSTRUMENT WAS DRAFTED BY: Rice Law Firm, Chartered 525 West 78th Street, Suite 201 P.O. Box 1180 Chanhassen, Minnesota 55317-1180 V-j Vila NAW JACK MRMVRAW-//IE = rlcmdo"a"ALS1.06 EXHIBIT "A" TO GRANT OF PERMANENT EASEMENTS (PARCEL A) A permanent easement for public drainage and utility purposes over, under and across the West 10.00 feet, the North 5.00 feet and the South 5.00 feet of the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Easterly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the Southne of s� LiSection 1, and said line there terminating. TOGETHER WITH a 23.00 foot permanent easement for sanitary sewer and watermain purposes over, under and across the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. Said easement being 13.00 feet to the right and 10.00 feet to the left of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 900.59 feet to the point of beginning of said line to be described; thence South 01 degrees 40 minutes 38 seconds East; thence South 13 degrees 54 minutes 28 seconds East, a distance of 3.32 feet to a line 100.00 feet at right angles from the North Line of said Section 12, and said line there terminating. A-2 The side lines of said easement shall terminate at the North line of Section 12 and at a line 100.00 feet at right angles from the North line of said Section 12. A-3 Project Information Calculator Version: Project Name: User Name / Company Name: Date: Project Description: Site Information Retention Requirement (inches) Site's Zip Code: Annual Rainfall (inches): Phosphorus EMC (mg/1): TSS EMC (mg/): Total Site Area Version 2: June 2014 Lotus Woods Otto Associates, Inc. 5-16-16 2 lot subdivision 1.1 55317 29.9 0.3 54.5 Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected forest/open space or reforested land 0.25 0.25 Managed Turf - disturbed, graded for yards or other turf to be mowed/managed 0.5 0.5 Impervious Area (acres) 0.3 Total Area (acres) 1.05 She Areas Routed to BMPs Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0.1 0.1 forest/open space or reforested land Managed Turf - disturbed, graded for yards or other turf to be mowed/managed 0.5 0.5 Impervious Area (acres) 0.3 Total Area (acres) 0.9 Summary Information Performance Goal Requirement Performance goal volume retention requirement: 1198 113 Volume removed by BMPs towards performance goal: 1198 ft3 Percent volume removed towards performance goal 100 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 0.8802 acre-ft Annual runoff volume removed by BMPs: 0.7692 acre-ft Percent annual runoff volume removed: 87 % Post development annual particulate P load: OA Ibs Annual particulate P removed by BMPs: 0.37 Ibs Post development annual dissolved P load: 0.32 Has Annual dissolved P removed by BMPs: 0.29 Ibs Percent annual total phosphorus removed: 92 % Post development annual TSS load: 130 Ibs Annual TSS removed by BMPs: 123 Ibs Percent annual TSS removed: 95 % BMP Summary Performance Goal Summary BMP Volume Volume Volume Volume Percent BMP Name Capacity Recieved Retained Outflow Retained (11:3) (ft3) (113) (ft3) M 1- Bioretention basin (with underdrain) 1261 1198 1198 0 100 1 Annual Volume Summary Volume Volume From Direct From Volume Volume Percent BMP Name Upstream Retained outflow Retained Watershed (acre-ft) BMPs (acre-ft) (acre-ft) M) (acre-ft) 1 - Bioretention basin (with underdrain) 0.8701 0 0.7692 0.1009 88 ,J J Particulate Phosphorus Summary Load From Load From Load Outflow Percent BMP Name Direct Upstream Retained Load Retained Watershed BMPs (Ibs) (Ibs) (Ibs) (Ibs) (%) 1 - Bioretention basin (with underdrain) 0.39 0 0.37 0.02 94 4 1 r' Dissolved Phosphorus Summary Load From Load From BMP Name Direct Upstream Load Outflow Percent Watershed BMPs Retained Load Retained (Ibs) (Ibs) (Ibs) (Ibs) (%) 1 - Bioretention basin (with underdrain) 0.32 0 029 0.03 90 TSS Summary Load From Load From BMP Name Direct Upstream Load Outflow Percent Watershed BMPs Retained Load Retained (Ibs) (Ibs) (Ibs) (Ibs) (%) 1 - Bioretention basin (with underdrain) 129 0 123 6 95 u BMP Schematic Biorelention Sod Mix B (by volume). 70S washed sond JOT organic leof compost Ye. s'k'tt "P, hp Geogrid MYop, connected with zip ties - 7" Choker Course, A 178, or 189 Stone 157 Stone, Pipe width + T Above Ppe- Biaretenfion Sod Mix B Geogrid NYop, connected with zip ties 7� Choker Course, A 178. or 189 Stone h /57 Stone, Pipe width + 7" Above Pipe I I.I3' Shredded Bark Mulch Bitetention Plants GCB 7 RCP �6' PVC Solid Pipe Tionsifion from Solid to Perforated Pipe 6" Perforated Pipe Non -Compacted Subgrode In -situ sods shop be ripped to a depth of rT prior to placing amended sods with o chisel plow, ripper or sub -sailer r—�Biofiltration with Elevated Underdrain Nat To Scale STORMWATER REPORT LOTUS WOODS Chanhassen, Minnesota May 18, 2016 Otto Project No. 16-0139 This 1 acre site is proposed to be platted into 2 single family lots. The majority of the site is wooded. There is an existing driveway along the north side of the property which will be removed. A public street will be installed along the east side of the property (approx. 100' in length). Impervious area proposed is 0.3 acres. This project does not trigger a NPDES Stormwater permit but does trigger a permit from Riley Purgatory Bluff Creek Watershed District. The entire site drains to Lotus Lake. A filtration basin is proposed in the SW corner of the site to provide rate control, volume abstraction and water quality treatment. The basin provides 1198 CF of volume abstraction, 92% phosphorus removal and 95% TSS removal. Below is a table summarizing the runoff rates: Runoff (cfs) Runoff to SW 1 Year 10 Year 100 Year Existing Runoff 0.39 1.54 5.06 Proposed Runoff 0.14 0.41 5.06 Snowmelt Calculation: Snowmelt depth = 4" Snow water equivalent = 0.09" Drainage area to basin = 1.32 acres Snowmelt Volume = 1.32 ac. x 4" x 0.09" = 1725 cf Elevation within basin = 932.2 I hereby certify that these specifications were prepared by me or under my direct supervision and that I am a duly Regiistte�"'"`�re�d Professional Engineer under the laws of the State of Minnesota. is Cara Schwahn Otto - - 0& Reg. No. 40433 Date May 18, 2016 QSTTO SOCIATES Engineers & Land Surveyors, Inc. CIT 0FCHANHASSEN RECEIVED FEB 1 7 2017 CHANHASSEN PLANNING DEPT 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com Existing Area E1 I Existing Area E2 I �Su ccat ,Reach on Link i 16-0139 EXISTING Prepared by Otto Associates, Engineers & Land HvdroCAD@ 10.00-14 s/n 03113 © 2015 HvdroCAD Sc Type 11 24-hr 2 yr Rainfall=2.87" Inc. Printed 5/18/2016 Summary for Subcatchment 1S: Existing Area E1 Runoff = 0.39 cfs @ 12.15 hrs, Volume= 0.036 af, Depth> 0.32" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.100 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 1.140 60 Woods, Fair, HSG B 1.340 63 Weighted Average 1240 92.54% Pervious Area 0.100 7.46% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.4 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" Summary for Subcatchment 2S: Existing Area E2 Runoff = 0.16 cfs @ 12.21 hrs, Volume= 0.014 af, Depth> 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2 yr Rainfall=2.87' Area (ac) CN Description 0.070 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 0.150 60 Woods, Fair, HSG B 0.320 69 Weighted Average 0.250 78.13% Pervious Area 0.070 21.88% Impervious Area Tc Length Slope Velocity Capacity Description 24.3 215 0.0805 0.15 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 16-0139 EXISTING Prepared by Otto Associates, Engineers & Land HYdroCAD@ 10.00-14 s/n 03113 © 2015 Hvdror:AD Sr Type 1124-hr 10 yr Rainfall=4.27" Inc. Printed 5/18/2016 Summary for Subcatchment 1S: Existing Area E1 Runoff = 1.54 cfs @ 12.12 hrs, Volume= 0.106 af, Depth> 0.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Descriotion 0.100 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 1.140 60 Woods, Fair, HSG B 1.340 63 Weighted Average 1.240 92.54% Pervious Area 0.100 7.46% Impervious Area Tc Length Slope Velocity Capacity Description 17.4 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" Summary for Subcatchment 2S: Existing Area E2 Runoff = 0.43 cfs @ 12.19 hrs, Volume= 0.035 af, Depth> 1.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.070 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 0.150 60 Woods, Fair, HSG B 0.320 69 Weighted Average 0.250 78.13% Pervious Area 0.070 21.88% Impervious Area Tc Length Slope Velocity Capacity Description 24.3 215 0.0805 0.15 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 16-0139 EXISTING Type 11 24-hr 100 yrRainfall=7.38" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/18/2016 Summary for Subcatchment 1S: Existing Area E1 Runoff = 5.06 cfs @ 12.10 hrs, Volume= 0.324 af, Depth> 2.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr Rainfall=7.38" Area (ac) CN Description 0.100 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 1.140 60 Woods Fair HSG B 1.340 63 Weighted Average 1.240 92.54% Pervious Area 0.100 7.46% Impervious Area Tc Length Capacity Description 17.4 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" Summary for Subcatchment 2S: Existing Area E2 Runoff = 1.21 cfs @ 12.18 hrs, Volume= 0.094 af, Depth> 3.51" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr Rainfall=7.38" Area (ac) CN Description 0.070 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 0.150 60 Woods, Fair, HSG B 0.320 69 Weighted Average 0.250 78.13% Pervious Area 0.070 21.88% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 24.3 215 0.0805 0.15 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 1S Proposed Area P1 5$ 5P Proposed rea P5 Proposed Area P2 Catch Basin 4S Proposed Area P4 S4 Reach A Llnk Area P4 Pond 16R] Area to Southwest 3S Proposed Area P3 16-0139 PROPOSED Type 11 24-hr 2 yr Rainfall=2.87" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 Summary for Subcatchment 1S: Proposed Area P1 Runoff = 0.56 cfs @ 12.00 hrs, Volume= 0.029 af, Depth= 1.04" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.150 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.330 78 Weighted Average 0.180 54.55% Pervious Area 0.150 45.45% Impervious Area Tc Length Slope Velocity Capacity Description 4.5 30 0.1000 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 2.1 35 0.1400 0.28 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.3 80 0.0380 3.96 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.1 345 0.0100 5.26 6.46 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 Concrete pipe, bends & connections 8.0 490 Total Summary for Subcatchment 2S: Proposed Area P2 Runoff = 0.12 cfs @ 12.13 hrs, Volume= 0.011 af, Depth= 0.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.040 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair, HSG B 0.270 66 Weighted Average 0.230 85.19% Pervious Area 0.040 14.81 % Impervious Area Tc Length Slope Velocity Capacity Description 17.1 165 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land H droCAD® 10.00-14 s/n 03113 (D 2015 HvdroCAD Sr Type 11 24-hr 2 yr Rainfall=2.87" Inc. Printed 5/19/2016 Summary for Subcatchment 3S: Proposed Area P3 Runoff = 0.05 cfs @ 12.16 hrs, Volume= 0.006 af, Depth= 0.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87' Area (ac) CN Descriotion 0.020 61 >75% Grass cover, Good, HSG B 0.250 60 Woods, Fair HSG B 0.270 60 Weighted Average 0.270 100.00% Pervious Area Tc Length Slope Velocity min) (feet) (ft/ft) (ft/sec) 17.2 166 0.1100 0.16 Description Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Subcatchment 4S: Proposed Area P4 Runoff = 0.29 cfs @ 12.20 hrs, Volume= 0.031 af, Depth= 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87' Area (ac) CN Descriotion 0.120 98 Paved parking & roofs 0.400 61 >75% Grass cover, Good, HSG B 0.200 60 Woods Fair, HSG B 0.720 67 Weighted Average 0.600 83.33% Pervious Area 0.120 16.67% Impervious Area Tc Length Slope Velocity Capacity Description 9.3 60 0.0670 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 13.3 115 0.0140 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.6 115 0.0390 2.96 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fos 23.2 290 Total Summary for Subcatchment 5S: Proposed Area P5 Runoff = 0.03 cfs @ 12.10 hrs, Volume= 0.003 af, Depth= 0.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type 11 24-hr 2 yr Rainfall=2.87" 16-0139 PROPOSED Type 1124-hr 2 yrRainfall=2.87" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 Area (ac) CN DescriDtion 0.010 98 Paved parking & roofs 0.060 61 >75% Grass cover, Good HSG B 0.070 66 Weighted Average 0.060 85.71 % Pervious Area 0.010 14.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 14.8 110 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Reach 6R: Area to Southwest Inflow Area = 1.660 ac, 19.28% Impervious, Inflow Depth = 0.42" for 2 yr event Inflow = 0.14 cfs @ 12.14 hrs, Volume= 0.058 of Outflow = 0.14 cfs @ 12.14 hrs, Volume= 0.058 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Summary for Pond 4P: Catch Basin Inflow Area = 0.270 ac, 14.81 % Impervious, Inflow Depth = 0.48" for 2 yr event Inflow = 0.12 cfs @ 12.13 hrs, Volume= 0.011 of Outflow = 0.12 cfs @ 12.13 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.1 min Primary = 0.12 cfs @ 12.13 hrs, Volume= 0.010 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 938.53' @ 12.13 hrs Surf.Area= 16 sf Storage= 21 cf Plug -Flow detention time= 31.3 min calculated for 0.010 of (96% of inflow) Center -of -Mass det. time= 8.6 min ( 918.9 - 910.3 ) Volume Invert Avail.Storage Storage Description #1 933.40' 240 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf -Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 933.40 4 0 0 938.50 4 20 20 939.00 200 51 71 939.50 475 169 240 Device Routing Invert Outlet Devices #1 Device 2 938.50' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 933.40' 15.0" Round Culvert L= 190.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 933.40' / 931.50' S= 0.0100'P Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf 16-0139 PROPOSED Type // 24-hr 2 yr Rainfall=2.87" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 Primary OutFlow Max=0.11 cfs @ 12.13 hrs HW=938.53' (Free Discharge) t2=Culvert (Passes 0.11 cfs of 10.07 cfs potential flow) 't-1 =Orifice/G rate (Weir Controls 0.11 cfs @ 0.58 fps) Summary for Pond 5P: Area P4 Pond Inflow Area = 1.320 ac, 23.48% Impervious, Inflow Depth = 0.64" for 2 yr event Inflow = 0.72 cfs @ 12.05 hrs, Volume= 0.070 of Outflow = 0.09 cfs @ 13.54 hrs, Volume= 0.070 af, Atten= 88%, Lag= 89.8 min Discarded = 0.03 cfs @ 13.54 hrs, Volume= 0.022 of Primary = 0.06 cfs @ 13.54 hrs, Volume= 0.048 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 931.96' @ 13.54 hrs Surf.Area= 2,572 sf Storage= 1,108 cf Plug -Flow detention time=125.5 min calculated for 0.070 of (100% of inflow) Center -of -Mass det. time= 125.5 min ( 1,014.4 - 889.0 ) Volume Invert Avail Storage Storage Description #1 931.50' 8,747 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.50 2,265 0 0 932.00 2,600 1,216 1,216 933.00 3,300 2,950 4,166 934.00 4,135 3,718 7,884 934.20 4,500 864 8,747 Device Routing Invert Outlet Devices #1 Primary 927.50' 12.0" Round Culvert L= 24.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.50' / 927.33' S= 0.0071 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 932.85' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Discarded 931.50' 0.450 in/hr Exfiltration over Surface area #4 Device 1 931.50' 1.000 in/hr Exfiltration over Surface area above 929.30' Excluded Surface area = 0 sf #5 Primary 933.20' 143.0 deg x 4.0' long x 1.00' rise Sharp -Crested Vee/Trap Weir Cv= 2.47 (C= 3.09) Discarded OutFlow Max=0.03 cfs @ 13.54 hrs HW=931.96' (Free Discharge) t3=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.06 cfs @ 13.54 hrs HW=931.96' (Free Discharge) 1=Culvert (Passes 0.06 cfs of 7.52 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) =Exfiltration (Exfiltration Controls 0.06 cfs) =Sharp -Crested Veerrrap Weir( Controls 0.00 cfs) 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Type �� 24-hr 10 yr Rainfall=4.27" �droCAD®10.00-14 s/n 03113 � 9n1s u,,, —. A �_4..___ Y ... Printed 5/19/2016 Summary for Subcatchment IS: Proposed Area P1 Runoff = 1.15 cfs @ 12.00 hrs, Volume= 0.058 af, Depth= 2.10" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" 0.150 98 0.180 61 0.330 78 0.180 0.150 Tc Length Paved parking & roofs Weighted Average 54.55% Pervious Area 45.45% Impervious Area Slope Velocity Capacity Description /pl4\ in• 4.5 30 0.1000 0.11 Sheet Flow, 2.1 35 0.1400 0.28 Woods: Light underbrush n= 0.400 P2= 2.87" Sheet Flow, 0.3 80 0.0380 3.96 Grass: Short n= 0.150 P2= 2.87" Shallow Concentrated Flow, 1.1 345 0.0100 5.26 Paved Kv= 20.3 fps 6.46 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' 8.0 490 Total r- 0.31' n= 0.013 Concrete pipe, bends & connections Summary for Subcatchment 2S: Proposed Area P2 Runoff = 0.38 cfs @ 12.11 hrs, Volume= 0.028 af, Depth= 1.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0 040 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair, HSG B 0.270 66 Weighted Average 0.230 85.19% Pervious Area 0.040 14.81% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (fUft) (ft/sec) (cfs) 1 / 1 165 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 16-0139 PROPOSED Type 11 24-hr 10 yr Rainfall=4.27" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 Summary for Subcatchment 3S: Proposed Area P3 Runoff = 0.25 cfs @ 12.12 hrs, Volume= 0.020 af, Depth= 0.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.020 61 >75% Grass cover, Good, HSG B 0.250 60 Woods. Fair. HSG B 0.270 60 Weighted Average 0.270 100.00% Pervious Area Tc Length Description 17.2 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Subcatchment 4S: Proposed Area P4 Runoff = 0.90 cfs @ 12.19 hrs, Volume= 0.079 af, Depth= 1.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.120 98 Paved parking & roofs 0.400 61 >75% Grass cover, Good, HSG B 0.200 60 Woods Fair HSG B 0.720 67 Weighted Average 0.600 83.33% Pervious Area 0.120 16.67% Impervious Area Tc Length Slope Velocity Capacity Description 9.3 60 0.0670 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 13.3 115 0.0140 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.6 115 0.0390 2.96 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 23.2 290 Total Summary for Subcatchment 5S: Proposed Area P5 Runoff = 0.11 cfs @ 12.08 hrs, Volume= 0.007 af, Depth= 1.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type 11 24-hr 10 yr Rainfall=4.27" 16-0139 PROPOSED Type 11 24-hr 10 yr Rainfall=4.27" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 �roCADO 10.00-14 s/n n3i 1 A n oni s u.. __ - 0.010 98 0.060 61 Paved parking & roofs 0.070 66 Weighted Average 0.060 85.71 % Pervious Area 0.010 14.29% Impervious Area Tc Length 14.8 110 0.0700 0.12 Description Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Reach 6R: Area to Southwest Inflow Area = 1.660 ac, 19.28% Impervious, Inflow Depth = 1.02" for 10 yr event Inflow = 0.41 cfs @ 12.11 hrs, Volume= 0.141 of Outflow = 0.41 cfs @ 12.11 hrs, Volume= o 0.141 af, Atten= 0 /o, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Summary for Pond 4P: Catch Basin Inflow Area = 0.270 ac, 14.81% Impervious, Inflow Depth = 1.25" for 10 yr event Inflow = 0.38 cfs @ 12.11 hrs, Volume= Outflow = 0.38 cfs @ 12.11 hrs, Volume= 0.028 af, 0.028 of o Primary = 0.38 cfs @ 12.11 hrs, Volume= 0.028 of Atten= 0 /o, Lag= 0.1 min Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 938.57' @ 12.11 hrs Surf.Area= 31 sf Storage= 22 cf Plug -Flow detention time=12.4 min calculated for 0.028 of (98% of inflow) Center -of -Mass det. time= 2.9 min ( 878.2 - 875.3 ) #1 933.40' 240 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum _ (feet) (sg-ft) (cubic feet) -Store (cubic feet) 933.40 4 0 938.50 4 20 0 20 939.00 200 51 71 939.50 475 169 240 #1 Device 2 938.50' 23.0', Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 933.40' 15.0" Round Culvert L= 190.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 933.40' / 931.50' S= 0.0100 'P Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land HydroCAD® 10.00-14 s/n 03113 @ 2015 HvdroCAD Sr Type/1 24-hr 10 yr Rainfall=4.27" Inc. Printed 5/19/2016 Primary OutFlow Max=0.36 cfs @ 12.11 hrs HW=938.57' (Free Discharge) t2=Culvert (Passes 0.36 cfs of 10.10 cfs potential flow) t1=Orifice/Grate (Weir Controls 0.36 cfs @ 0.86 fps) Summary for Pond 5P: Area P4 Pond Inflow Area = 1.320 ac, 23.48% Impervious, Inflow Depth = 1.49" for 10 yr event Inflow = 1.90 cfs @ 12.03 hrs, Volume= 0.164 of Outflow = 0.13 cfs @ 14.30 hrs, Volume= 0.164 af, Atten= 93%, Lag= 136.1 min Discarded = 0.03 cfs @ 14.30 hrs, Volume= 0.050 of Primary = 0.10 cfs @ 14.30 hrs, Volume= 0.114 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 932.86' @ 14.30 hrs Surf.Area= 3,200 sf Storage= 3,701 cf Plug -Flow detention time= 396.0 min calculated for 0.164 of (100% of inflow) Center -of -Mass det. time= 396.0 min ( 1,258.1 - 862.2 ) Volume Invert Avail.Storage Storage Description #1 931.50' 8,747 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.50 2,265 0 0 932.00 2,600 1,216 1,216 933.00 3,300 2,950 4,166 934.00 4,135 3,718 7,884 934.20 4,500 864 8,747 Device Routing Invert Outlet Devices #1 Primary 927.50' 12.0" Round Culvert L= 24.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.50' / 927.33' S= 0.0071 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 932.85' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Discarded 931.50' 0.450 in/hr Exfiltration over Surface area #4 Device 1 931.50' 1.000 in/hr Exfiltration over Surface area above 929.30' Excluded Surface area = 0 sf #5 Primary 933.20' 143.0 deg x 4.0' long x 1.00' rise Sharp -Crested Vee/Trap Weir Cv= 2.47 (C= 3.09) Qiscarded OutFlow Max=0.03 cfs @ 14.30 hrs HW=932.86' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.09 cfs @ 14.30 hrs HW=932.86' (Free Discharge) Culvert (Passes 0.09 cfs of 8.33 cfs potential flow) 2=Orifice/Grate (Weir Controls 0.01 cfs @ 0.27 fps) =Exfiltration (Exfiltration Controls 0.07 cfs) 5-Sharp-Crested Vee/Trap Weir( Controls 0.00 cfs) 16-0139 PROPOSED Type 11 24-hr 100 yr Rainfall=7.41" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HydroCAD® 10.00-14 s/n 03113 ©2015 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 1S: Proposed Area P1 Runoff = 2.59 cfs @ 11.99 hrs, Volume= 0.133 af, Depth= 4.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.150 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.330 78 Weighted Average 0.180 54.55% Pervious Area 0.150 45.45% Impervious Area Tc Length Slope Velocity Capacity Description 4.5 30 0,1000 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 2.1 35 0.1400 0.28 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.3 80 0.0380 3.96 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.1 345 0.0100 5.26 6.46 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r- 0.31' n= 0.013 Concrete pipe. bends & connections 8.0 490 Total Summary for Subcatchment 2S: Proposed Area P2 Runoff = 1.15 cfs @ 12.10 hrs, Volume= 0.079 af, Depth= 3.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.040 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair, HSG B 0.270 66 Weighted Average 0.230 85.19% Pervious Area 0.040 14.81 % Impervious Area Tc Length Slope Velocity Capacity Description 17.1 165 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land HvdroCAD® 10.00-14 s/n 03113 © 2015 HvdmCAD So Type 1124-hr 100 yr Rainfall=7.41 " Inc. Printed 5/19/2016 Summary for Subcatchment 3S: Proposed Area P3 Runoff = 0.93 cfs @ 12.10 hrs, Volume= 0.065 af, Depth= 2.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.020 61 >75% Grass cover, Good, HSG B 0.250 60 Woods, Fair HSG B 0.270 60 Weighted Average 0.270 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min (feet) (fUft) (ft/sec) (cfs) 17.2 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Subcatchment 4S: Proposed Area P4 Runoff = 2.66 cfs @ 12.17 hrs, Volume= 0.218 af, Depth= 3.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.120 98 Paved parking & roofs 0.400 61 >75% Grass cover, Good, HSG B 0.200 60 Woods, Fair, HSG B 0.720 67 Weighted Average 0.600 83.33% Pervious Area 0.120 16.67% Impervious Area Tc Length Slope Velocity Capacity Description 9.3 60 0.0670 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 13.3 115 0.0140 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.6 115 0.0390 2.96 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 23.2 290 Total Summary for Subcatchment 5S: Proposed Area P5 Runoff = 0.32 cfs @ 12.07 hrs, Volume= 0.021 af, Depth= 3.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type 11 24-hr 100 yr Rainfall=7.41" 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land HydroCAD@ 10.00-14 s/n 03113 © 2015 HvdroCAD Sn Area (ac) CN Description 0.010 98 Paved parking & roofs 0.070 66 Weighted Average 0.060 85.71 % Pervious Area 0.010 14.29% Impervious Area Tc Length Slope Velocity Capacity Description Type 1l 24-hr 100 yr Rainfall=7.41 " Inc. Printed 5/19/2016 14.8 110 0.0700 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Reach 6R: Area to Southwest Inflow Area = 1.660 ac, 19.28% Impervious, Inflow Depth = 3.27" for 100 yr event Inflow = 5.06 cfs @ 12.17 hrs, Volume= 0.452 of Outflow = 5.06 cfs @ 12.17 hrs, Volume= 0.452 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Summary for Pond 4P: Catch Basin Inflow Area = 0.270 ac, 14.81 % Impervious, Inflow Depth = 3.53" for 100 yr event Inflow = 1.15 cfs @ 12.10 hrs, Volume= 0.079 of Outflow = 1.15 cfs @ 12.10 hrs, Volume= 0.079 af, Atten= 0%, Lag= 0.1 min Primary = 1.15 cfs @ 12.10 hrs, Volume= 0.079 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 938.65' @ 12.10 hrs Surf.Area= 63 sf Storage= 25 cf Plug -Flow detention time= 5.1 min calculated for 0.079 of (99% of inflow) Center -of -Mass det. time= 1.5 min (845.5 - 844.0 ) Volume Invert Avail Storage Storage Description #1 933.40' 240 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 933.40 4 0 0 938.50 4 20 20 939.00 200 51 71 939.50 475 169 240 Device Routing Invert Outlet Devices #1 Device 2 938.50' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 933.40' 15.0" Round Culvert L= 190.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 933.40' / 931.50' S= 0.0100'/' Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf 16-0139 PROPOSED Type // 24-hr 100 yr Rainfall=7.41" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HydroCAD@ 10.00-14 s/n 03113 @ 2015 HydroCAD Software Solutions LLC Page 13 Primary OutFlow Max=1.15 cfs @ 12.10 hrs HW=938.65' (Free Discharge) t2=Culvert (Passes 1.15 cfs of 10.17 cfs potential flow) t1=Orifice/Grate (Weir Controls 1.15 cfs @ 1.27 fps) Summary for Pond 5P: Area P4 Pond Inflow Area = 1.320 ac, 23.48% Impervious, Inflow Depth = 3.91" for 100 yr event Inflow = 5.15 cfs @ 12.03 hrs, Volume= 0.430 of Outflow = 4.09 cfs @ 12.19 hrs, Volume= 0.430 af, Atten= 21%, Lag= 9.4 min Discarded = 0.04 cfs @ 12.19 hrs, Volume= 0.064 of Primary = 4.05 cfs @ 12.19 hrs, Volume= 0.366 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 933.19' @ 12.19 hrs Surf.Area= 3,462 sf Storage= 4,822 cf Plug -Flow detention time= 209.1 min calculated for 0.430 of (100% of inflow) Center -of -Mass det. time= 209.1 min ( 1,044.4 - 835.3 ) Volume Invert Avail.Storage Storage Description #1 931.50' 8,747 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.50 2,265 0 0 932.00 2,600 1,216 1,216 933.00 3,300 2,950 4,166 934.00 4,135 3,718 7,884 934.20 4,500 864 8,747 Device Routing Invert Outlet Devices #1 Primary 927.50' 12.0" Round Culvert L= 24.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.50' / 927.33' S= 0.0071 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 932.85' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Discarded 931.50' 0.450 in/hr Exfiltration over Surface area #4 Device 1 931.50' 1.000 in/hr Exfiltration over Surface area above 929.30' Excluded Surface area = 0 sf #5 Primary 933.20' 143.0 deg x 4.0' long x 1.00' rise Sharp -Crested Vee/Trap Weir Cv= 2.47 (C= 3.09) 4iscarded OutFlow Max=0.04 cfs @ 12.19 hrs HW=933.19' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=4.05 cfs @ 12.19 hrs HW=933.19' (Free Discharge) 1=Culvert (Passes 4.05 cfs of 8.62 cfs potential flow) 2=Orifice/Grate (Weir Controls 3.97 cfs @ 1.92 fps) =Exfiltration (Exfiltration Controls 0.08 cfs) =Sharp -Crested Veerrrap Weir( Controls 0.00 cfs) :.-edge It ex. oit. dIw ` \ .siA+9 1 dIt so 6 \ -El_ 944 3� 942 - �_- s\ - —ex. rock ref -wail '�'•mm=wmmm R M� Ex. AO 97 Ex. CB= ex su mour�tobk' -Rim=9J061� qullir r` ; S -Rlm- _ Mv=927.J.i '` BI IS SS �S �— SS SS'�— SS SS S SS Inv=922.66 W \ \V(J J� 5�5{� SS e W W W W W — W -�•-- W W W Exisf. wm r W W: � W K, in SS �} Zcc ix 3t W.I9971/0J I I I Er.MH 30 Rim=9J- EXISTING ORAI AGE MAPI nv=922. SS Inv+912.�0 NW.M'91, i I I 4 NSMv=,91.171 L IN PRI INPq -------- DR VMY .9410 LO ZX ExAdH PROPOSED DRAINA GE MAP M,922.. NV Project Information Calculator Version: Version 2: June 2014 Project Name: Lotus Woods User Name / Company Name: Otto Associates, Inc. Date: 5-16-16 Project Description: 2 lot subdivision Site Information Retention Requirement (inches): 1.1 Site's Zip Code: 55317 Annual Rainfall (inches): 29.9 Phosphorus EMC (mg/1): 0.3 TSS EMC (mg/1): 54.5 Total Site Area Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0.25 0.25 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 0.5 0.5 other turf to be mowed/managed Impervious Area (acres) 0.3 Total Area (acres) 1.05 Site Areas Routed to BMPs Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0.1 0.1 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 0.5 0.5 other turf to be mowed/managed Impervious Area (acres) 0.3 Total Area (acres) 0.9 Summary Information Performance Goal Requirement Performance goal volume retention requirement: 1198 ft3 Volume removed by BMPs towards performance goal: 1198 ft3 Percent volume removed towards performance goal 100 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 0.8802 acre-ft Annual runoff volume removed by BMPs: 0.7692 acre-ft Percent annual runoff volume removed: 67 % Post development annual particulate P load: 0.4 Ibs Annual particulate P removed by BMPs: 0.37 Ibs Post development annual dissolved P load: 0.32 Ibs Annual dissolved P removed by BMPs: 0.29 Ibs Percent annual total phosphorus removed: 92 % Post development annual TSS load: 130 Ibs Annual TSS removed by BMPs: 123 Ibs Percent annual TSS removed: 95 % BMP Summary Performance Goal Summary BMP Volume Volume Volume Volume Percent BMP Name Capacity Recieved Retained Outflow Retained (ft3) (ft3) (ft3) (ft3) M) 1 - Bioretention basin (with underdrain) 1261 1198 1198 0 100 Annual Volume Summary Volume Volume From Direct From Volume Volume Percent BMP Name Watershed Upstream Retained outflow Retained (acre-ft) BMPs (acre-ft) (acre-ft) (%) (acre-ft) 1 - Bioretention basin (with underdrain) 0.8701 0 0.7692 0.1009 88 i, r Particulate Phosphorus Summary Load From Load From BMP Name Direct Upstream Load Outflow Percent Watershed BMPs Retained Load Retained (Ibs) (Ibs) (Ibs) (Ibs) (%) 1 - Bioretention basin (with underdrain) 0.39 0 0.37 0.02 94 r Dissolved Phosphorus Summary Load From Load From Load Outflow Percent BMP Name Direct Upstream Retained Load Retained Watershed BMPs (Ibs) (Ibs) M (Ibs) (Ibs) I - Bioretention basin (with underdrain) 0.32 0 0.29 0.03 90 TSS Summary Load From Load From Load Outflow Percent BMP Name Direct Upstream Retained Load Retained Watershed BMPs (Ibs) (Ibs) ('Yo) (Ibs) (Ibs) 1 - Bioretention basin (with underdrain) 129 0 123 6 95 BMP Schematic Bioretention Sod Mix B (by v Iume). 70% washed sand 30% organic leof composf tBioretenti' So? Mir B Geo9,' Wiop, connected with zip ties ' Choker Course. //a 178. or 189 Stone 57 Sfonq Pipe width + 2' Above Pipe Shredded Bork Mulch Bioretention Plonfs�CB 2 G' Choke, , qp.Co se. 18tetl with zip ties - 2" Cooker Course, /8, /78 or /B9 Stone 157 Sfane, Pipe width + 2" Above Pipe 12' RCP I 6' PkL Solid P;oe Transition rZ7 Said to Per/oroted Pipe 6" Pe foroted P;pe Non-Compocfed Subgrode In -situ sods shall be ripped to o depth of 12' prior to p/ocing amended soils with a chisel plow, ripper or sub-soiler i 1 Biofiltrotion with Elevated Underdroin Not To Scae STORMWATER REPORT LOTUS WOODS Chanhassen, Minnesota May 18, 2016 Otto Project No. 16-0139 This 1 acre site is proposed to be platted into 2 single family lots. The majority of the site is wooded. There is an existing driveway along the north side of the property which will be removed. A public street will be installed along the east side of the property (approx. 100' in length). Impervious area proposed is 0.3 acres. This project does not trigger a NPDES Stormwater permit but does trigger a permit from Riley Purgatory Bluff Creek Watershed District. The entire site drains to Lotus Lake. A filtration basin is proposed in the SW corner of the site to provide rate control, volume abstraction and water quality treatment. The basin provides 1198 CF of volume abstraction, 92% phosphorus removal and 95% TSS removal. Below is a table summarizing the runoff rates: Runoff (cfs) Runoff to SW 1 Year 10 Year 100 Year Existing Runoff 0.39 1.54 5.06 Proposed Runoff 0.14 0.41 5.06 Snowmelt Calculation: Snowmelt depth = 4" Snow water equivalent = 0.09" Drainage area to basin = 1.32 acres Snowmelt Volume = 1.32 ac. x 4" x 0.09" = 1725 cf Elevation within basin = 932.2 I hereby certify that these specifications were prepared by me or under my direct supervision and that I am a duly Regiiistte�re�d Professional Engineer under the laws of the State of Minnesota. Cara Schwahn Otto - - "'"`� Reg. No. 40433 Date May 18. 2016 'O SSOCIATES Engineers & Land Surveyors, Inc. CITY OFCHANHASSEN, RECEIVED FEB 1 7 2017 CHANHASSEN PLANNING 0EPT 9 West Division Street, Buffalo, MN 55313 • 763-682-4727 • Fax 763-682-3522 • www.ottoassociates.com isD Existing Area El 2S Existing Area E2 Subcat Reach on Link Routing Diagram for 16-0139 EXISTING Prepared by Otto Associates, Engineers 8 Land Surveyors, Inc., Pnnted 5/18/2016 HydroCADe 10.00-14 s/n 03113 © 2015 HydroCAD Software Solutions LLC 16-0139 EXISTING Prepared by Otto Associates, Engineers & Land HvdroCAD(R 10.00-14 s/n 03113 © 2015 HvdroCAD Sc Type 11 24-hr 2 yr Rainfall=2.87" Inc. Printed 5/18/2016 Summary for Subcatchment 1S: Existing Area E1 Runoff = 0.39 cfs @ 12.15 hrs, Volume= 0.036 af, Depth> 0.32" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.100 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 1.140 60 Woods, Fair, HSG B 1.340 63 Weighted Average 1.240 92.54% Pervious Area 0.100 7.46% Impervious Area Tc Length Slope Velocity min) (feet) (ft/ft) (ft/sec) 17.4 166 0.1100 0.16 Description Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" Summary for Subcatchment 2S: Existing Area E2 Runoff = 0.16 cfs @ 12.21 hrs, Volume= 0.014 af, Depth> 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.070 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 0.150 60 Woods Fair HSG B 0.320 69 Weighted Average 0.250 78.13% Pervious Area 0.070 21.88% Impervious Area Tc Length Slope Velocity Capacity Description 24.3 215 0.0805 0.15 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 16-0139 EXISTING Prepared by Otto Associates, Engineers & Land HydroCAM 10.00-14 s/n 03113 @ 2015 HvdrnCAn Sn Type ll 24-hr 10 yr Rainfall=4.27" Inc. Printed 5/18/2016 Summary for Subcatchment 1S: Existing Area E1 Runoff = 1.54 cfs @ 12.12 hrs, Volume= 0.106 af, Depth> 0.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.100 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 1.140 60 Woods, Fair, HSG B 1.340 63 Weighted Average 1.240 92.54% Pervious Area 0.100 7.46% Impervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (f /sec) (cfs) 17.4 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" Summary for Subcatchment 2S: Existing Area E2 Runoff = 0.43 cfs @ 12.19 hrs, Volume= 0.035 af, Depth> 1.30" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.070 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 0.150 60 Woods, Fair HSG B 0.320 69 Weighted Average 0.250 78.13% Pervious Area 0.070 21.88% Impervious Area Tc Length Slope Velocity Capacity Description 24.3 215 0.0805 0.15 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" 16-0139 EXISTING Prepared by Otto Associates, Engineers & Land Hvc1m('.Anrlid 1n nn-1d s/n n3113 ©2015 HvdroCAD Sc Type 1124-hr 100 yr Rainfall=7.38" Inc. Printed 5/18/2016 Summary for Subcatchment 1S: Existing Area E1 Runoff = 5.06 cfs @ 12.10 hrs, Volume= 0.324 af, Depth> 2.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr Rainfall=7.38" Area (ac) CN Description 0.100 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 1.140 60 Woods Fair HSG B 1.340 63 Weighted Average 1.240 92.54% Pervious Area 0.100 7.46% Impervious Area Tc Length Slope min) (feet) (ft/ft) 17.4 166 0.1100 Velocity Capacity Description 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" Summary for Subcatchment 2S: Existing Area E2 Runoff = 1.21 cfs @ 12.18 hrs, Volume= 0.094 af, Depth> 3.51" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr Rainfall=7.38" Area (ac) CN Description 0.070 98 Paved parking & roofs 0.100 61 >75% Grass cover, Good, HSG B 0.150 60 Woods Fair HSG B 0.320 69 Weighted Average 0.250 78.13% Pervious Area 0.070 21.88% Impervious Area Tc Length Slope Velocity Capacity Description 24.3 215 0.0805 0.15 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.80" (is) Proposed Area P1 5P Proposed Area P2 Catch Basin 4S Proposed Area P4 Subcat Reach on Link Area P4 Pon\ b 6R Area to Southwest 3S P5 Proposed Area P3 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land Surveyors, Inc. HvrimCArM 10.00-14 s/n 03113 © 2015 HvdroCAD Software Solutions L Type 1124-hr 2 yr Rainfall=2.87" Printed 5/19/2016 Summary for Subcatchment 1S: Proposed Area P1 Runoff = 0.56 cfs @ 12.00 hrs, Volume= 0.029 af, Depth= 1.04" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87" Area ac CN Description 0.150 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good HSG B 0.330 78 Weighted Average 0.180 54.55% Pervious Area 0.150 45.45% Impervious Area Tc Length Slope Velocity Capacity Description 4.5 30 0.1000 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 2.1 35 0.1400 0.28 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.3 80 0.0380 3.96 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.1 345 0.0100 5.26 6.46 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013 Concrete pipe bends & connections 8.0 490 Total Summary for Subcatchment 2S: Proposed Area P2 Runoff = 0.12 cfs @ 12.13 hrs, Volume= 0.011 af, Depth= 0.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87" Area ac CN Description 0.040 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair HSG B 0.270 66 Weighted Average 0.230 85.19% Pervious Area 0.040 14.81 % Impervious Area Tc Length Slope Velocity Capacity Description 17.1 165 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 16-0139 PROPOSED Type 1/ 24-hr 2 yr Rainfall=2.87" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HydroCAD@ 10.00-14 s/n 03113 @ 2015 HydroCAD Software Solutions LLC pang Summary for Subcatchment 3S: Proposed Area P3 Runoff = 0.05 cfs @ 12.16 hrs, Volume= 0.006 af, Depth= 0.29" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.020 61 >75% Grass cover, Good, HSG B 0.250 60 Woods, Fair HSG B 0.270 60 Weighted Average 0.270 100.00% Pervious Area Tc Length Slope 17.2 Capacity Description 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Subcatchment 4S: Proposed Area P4 Runoff = 0.29 cfs @ 12.20 hrs, Volume= 0.031 af, Depth= 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 2 yr Rainfall=2.87" Area (ac) CN Description 0.120 98 Paved parking & roofs 0.400 61 >75% Grass cover, Good, HSG B 0.200 60 Woods, Fair HSG B 0.720 67 Weighted Average 0.600 83.33% Pervious Area 0.120 16.67% Impervious Area Tc Length Slope Velocity Capacity Description 9.3 60 0.0670 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 13.3 115 0.0140 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.6 115 0.0390 2.96 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fos 23.2 290 Total Summary for Subcatchment 5S: Proposed Area P5 Runoff = 0.03 cfs @ 12.10 hrs, Volume= 0.003 af, Depth= 0.48" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type 11 24-hr 2 yr Rainfall=2.87" 16-0139 PROPOSED Type 11 24-hr 2 yr Rainfall=2.87" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 Area (ac) CN Description 0.010 98 Paved parking & roofs 0.060 61 >75% Grass cover, Good HSG B 0.070 66 Weighted Average 0.060 85.71 % Pervious Area 0.010 14.29% Impervious Area Tc Length Slope min) (feet) (ft/ft) 14.8 110 0.0700 Capacity Description 0.12 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Reach 6R: Area to Southwest Inflow Area = 1.660 ac, 19.28% Impervious, Inflow Depth = 0.42" for 2 yr event Inflow = 0.14 cfs @ 12.14 hrs, Volume= 0.058 of Outflow = 0.14 cfs @ 12.14 hrs, Volume= 0.058 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Summary for Pond 4P: Catch Basin Inflow Area = 0.270 ac, 14.81% Impervious, Inflow Depth = 0.48" for 2 yr event Inflow = 0.12 cfs @ 12.13 hrs, Volume= 0.011 of Outflow = 0.12 cfs @ 12.13 hrs, Volume= 0.010 af, Atten= 0%, Lag= 0.1 min Primary = 0.12 cfs @ 12.13 hrs, Volume= 0.010 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 938.53' @ 12.13 hrs Surf Area= 16 sf Storage= 21 cf Plug -Flow detention time= 31.3 min calculated for 0.010 of (96% of inflow) Center -of -Mass det. time= 8.6 min ( 918.9 - 910.3 ) Volume Invert Avail Storage Storage Description #1 933.40' 240 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 933.40 4 0 0 938.50 4 20 20 939.00 200 51 71 939.50 475 169 240 Device Routing Invert Outlet Devices #1 Device 2 938.50' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 933.40' 15.0" Round Culvert L= 190.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 933.40' / 931.50' S= 0.0100'P Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf 16-0139 PROPOSED Prepared by Otto Associates, HvdroCAD® 10.00-14 s/n 03113 Type lI 24-hr 2 yr Rainfall=2.87" & Land Surveyors, Inc. Printed 5/19/2016 ,cnn Sinf wnra Rnlntinnc I I C Paae 5 Primary OutFlow Max=0.11 cfs @ 12.13 hrs HW=938.53' (Free Discharge) t2=Culvert (Passes 0.11 cfs of 10.07 cfs potential flow) t1=Orifice/Grate (Weir Controls 0.11 cfs @ 0.58 fps) Summary for Pond 5P: Area P4 Pond Inflow Area = 1.320 ac, 23.48% Impervious, Inflow Depth = 0.64" for 2 yr event Inflow = 0.72 cfs @ 12.05 hrs, Volume= 0.070 of Outflow = 0.09 cfs @ 13.54 hrs, Volume= 0.070 af, Atten= 88%, Lag= 89.8 min Discarded = 0.03 cfs @ 13.54 hrs, Volume= 0.022 of Primary = 0.06 cfs @ 13.54 hrs, Volume= 0.048 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 931.96' @ 13.54 hrs Surf.Area= 2,572 sf Storage= 1,108 cf Plug -Flow detention time=125.5 min calculated for 0.070 of (100% of inflow) Center -of -Mass det. time= 125.5 min ( 1,014.4 - 889.0 ) Volume Invert Avail.Storage Storage Description #1 931.50' 8,747 cf Custom Stage Data (Prismatic)Listed below (RecaIc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.50 2,265 0 0 932.00 2,600 1,216 1,216 933.00 3,300 2,950 4,166 934.00 4,135 3,718 7,884 934.20 4,500 864 8,747 Device Routing Invert Outlet Devices #1 Primary 927.50' 12.0" Round Culvert L= 24.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.50' / 927.33' S= 0.0071 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 932.85' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Discarded 931.50' 0.450 in/hr Exfiltration over Surface area #4 Device 1 931.50' 1.000 inlhr Exfiltration over Surface area above 929.30' Excluded Surface area = 0 sf #5 Primary 933.20' 143.0 deg x 4.0' long x 1.00' rise Sharp -Crested Vee/Trap Weir Cv= 2.47 (C= 3.09) D rded OutFlow Max=0.03 cfs @ 13.54 hrs HW=931.96' (Free Discharge) ttExfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.06 cfs @ 13.54 hrs HW=931.96' (Free Discharge) Culvert (Passes 0.06 cfs of 7.52 cfs potential flow) 2=Orifice/Grate ( Controls 0.00 cfs) =Exfiltration (Exfiltration Controls 0.06 cfs) -Sharp-Crested Vee/Trap Weir(Controls 0.00 cfs) 16-0139 PROPOSED Type 11 24-hr 10 yr Rainfall=4.27" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HydroCAD@ 10.00-14 s/n 03113 @ 2015 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: Proposed Area P1 Runoff = 1.15 cfs @ 12.00 hrs, Volume= 0.058 af, Depth= 2.10" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.150 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good HSG B 0.330 78 Weighted Average 0.180 54.55% Pervious Area 0.150 45.45% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (f /ft) (fUsec) (cfs) 4.5 30 0.1000 0.11 Sheet Flow, 2.1 35 0.1400 0.28 Woods: Light underbrush n= 0.400 P2= 2.87" Sheet Flow, 0.3 80 0.0380 3.96 Grass: Short n= 0.150 P2= 2.87" Shallow Concentrated Flow, 1.1 345 0.0100 5.26 Paved Kv= 6.46 Pipe Channel, fps 15.0" Round Area= 1.2 sf Perim= 3.9' r- 0.31' 8.0 490 Total n= 0.013 Concrete i e, bends & connections Summary for Subcatchment 2S: Proposed Area P2 Runoff = 0.38 cfs @ 12.11 hrs, Volume= 0.028 af, Depth= 1.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.040 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.050 60 Woods Fair HSG B 0.270 66 Weighted Average 0.230 85.19% Pervious Area 0.040 14.81 % Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 17.1 165 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 16-0139 PROPOSED Prepared by Otto Associates, Engineers & Land HydroCAD® 10.00-14 s/n 03113 © 2015 HvdroCAD Sc Type 1l 24-hr 10 yr Rainfall=4.27" Inc. Printed 5/19/2016 Summary for Subcatchment 3S: Proposed Area P3 Runoff = 0.25 cfs @ 12.12 hrs, Volume= 0.020 af, Depth= 0.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.020 61 >75% Grass cover, Good, HSG B 0.250 60 Woods Fair HSG B 0.270 60 Weighted Average 0.270 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) 17.2 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Subcatchment 4S: Proposed Area P4 Runoff = 0.90 cfs @ 12.19 hrs, Volume= 0.079 af, Depth= 1.31" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 10 yr Rainfall=4.27" Area (ac) CN Description 0.120 98 Paved parking & roofs 0.400 61 >75% Grass cover, Good, HSG B 0.200 60 Woods, Fair, HSG B 0.720 67 Weighted Average 0.600 83.33% Pervious Area 0.120 16.67% Impervious Area Tc Length Slope Velocity Capacity Description 9.3 60 0.0670 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 13.3 115 0.0140 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.6 115 0.0390 2.96 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps 23.2 290 Total Summary for Subcatchment 5S: Proposed Area P5 Runoff = 0.11 cfs @ 12.08 hrs, Volume= 0.007 af, Depth= 1.25" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type 11 24-hr 10 yr Rainfall=4.27" 16-0139 PROPOSED Type // 24-hr 10 yr Rainfall=4.27" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HvrfrnCArw in nn I A _,-�,I I - ---. -.. ___ _ Area (ac) CN Description 0.010 98 Paved parking & roofs 0.060 61 >75% Grass cover, Good HSG B 0.070 66 Weighted Average 0.060 85.71 % Pervious Area 0.010 14.29% Impervious Area Tc Length Slope Velocity _min) (feet) (ft/ft) (ft/sec) 14.8 110 0.0700 0.12 Description Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Reach 6R: Area to Southwest Inflow Area = 1.660 ac, 19.28% Impervious, Inflow Depth = 1.02" for 10 yr event Inflow = 0.41 cfs @ 12.11 hrs, Volume= 0.141 of Outflow = 0.41 cfs @ 12.11 hrs, Volume= 0.141 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Summary for Pond 4P: Catch Basin Inflow Area = 0.270 ac, 14.81% Impervious, Inflow Depth = 1.25" for 10 yr event Inflow = 0.38 cfs @ 12.11 hrs, Volume= 0.028 of Outflow = 0.38 cfs @ 12.11 hrs, Volume= 0.028 af, Atten= 0%, Lag= 0.1 min Primary = 0.38 cfs @ 12.11 hrs, Volume= 0.028 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 938.57' @ 12.11 hrs Surf.Area= 31 sf Storage= 22 cf Plug -Flow detention time=12.4 min calculated for 0.028 of (98% of inflow) Center -of -Mass det. time= 2.9 min ( 878.2 - 875.3 ) #1 933.40' 240 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sg-ft) (cubic feet) (cubic feet 933.40 4 0 0 938.50 4 20 20 939.00 200 51 71 939.50 475 169 240 #1 Device 2 938.50' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 933.40' 15.0" Round Culvert L= 190.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 933.40' / 931.50' S= 0.0100 'P Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf 16-0139 PROPOSED Type // 24-hr 10 yr Rainfall=4.27" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/1912016 Primary OutFlow Max=0.36 cfs @ 12.11 hrs HW=938.57' (Free Discharge) 't-- -Culvert (Passes 0.36 cfs of 10.10 cfs potential flow) 1=Orifice/Grate (Weir Controls 0.36 cfs @ 0.86 fps) Summary for Pond 5P: Area P4 Pond Inflow Area = 1.320 ac, 23.48% Impervious, Inflow Depth = 1.49" for 10 yr event Inflow = 1.90 cfs @ 12.03 hrs, Volume= 0.164 of Outflow = 0.13 cfs @ 14.30 hrs, Volume= 0.164 af, Atten= 93%, Lag= 136.1 min Discarded = 0.03 cfs @ 14.30 hrs, Volume= 0.050 of Primary = 0.10 cfs @ 14.30 hrs, Volume= 0.114 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 932.86' @ 14.30 hrs Surf.Area= 3,200 sf Storage= 3,701 cf Plug -Flow detention time= 396.0 min calculated for 0.164 of (100% of inflow) Center -of -Mass det. time= 396.0 min ( 1,258.1 - 862.2 ) Volume Invert Avail Storage Storage Description #1 931.50' 8,747 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sg-ft) (cubic -feet) (cubic -feet) 931.50 2,265 0 0 932.00 2,600 1,216 1,216 933.00 3,300 2,950 4,166 934.00 4,135 3,718 7,884 934.20 4,500 864 8,747 Device Routing Invert Outlet Devices #1 Primary 927.50' 12.0" Round Culvert L= 24.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.50' / 927.33' S= 0.0071 'P Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 932.85' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Discarded 931.50' 0.450 in/hr Exfiltration over Surface area #4 Device 1 931.50' 1.000 in/hr Exfiltration over Surface area above 929.30' Excluded Surface area = 0 sf #5 Primary 933.20' 143.0 deg x 4.0' long x 1.00' rise Sharp -Crested Vee/Trap Weir Cv= 2.47 (C= 3.09) Discarded OutFlow Max=0.03 cfs @ 14.30 hrs HW=932.86' (Free Discharge) L3=Exfiltration (Exfiltration Controls 0.03 cfs) Primary OutFlow Max=0.09 cfs @ 14.30 hrs HW=932.86' (Free Discharge) Culvert (Passes 0.09 cfs of 8.33 cfs potential flow) 2=Orifice/Grate (Weir Controls 0.01 cfs @ 0.27 fps) =Exfiltration (Exfiltration Controls 0.07 cfs) =Sharp -Crested Vee/Trap Weir( Controls 0.00 cfs) 16-0139 PROPOSED Type 1124-hr 100 yr Rainfall=7.41 " Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 Summary for Subcatchment IS: Proposed Area P1 Runoff = 2.59 cfs @ 11.99 hrs, Volume= 0.133 af, Depth= 4.85" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.150 98 Paved Darkina & roofs 0.330 78 Weighted Average 0.180 54.55%" Pervious Area 0.150 45.45% Impervious Area Tc Length Slope Velocity Capacity Description 4.5 30 0.1000 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 2.1 35 0.1400 0.28 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.3 80 0.0380 3.96 Shallow Concentrated Flow, Paved Kv= 20.3 fps 1.1 345 0.0100 5.26 6.46 Pipe Channel, 15.0" Round Area= 1.2 sf Perim= 3.9' r- 0.31' n= 0.013 Concrete pipe, bends & connections 8.0 490 Total Summary for Subcatchment 2S: Proposed Area P2 Runoff = 1.15 cfs @ 12.10 hrs, Volume= 0.079 af, Depth= 3.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.040 98 Paved parking & roofs 0.180 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair HSG B 0.270 66 Weighted Average 0.230 85.19% Pervious Area 0.040 14.81 % Impervious Area Tc Length Slope Velocity Capacity Description 17.1 165 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 16-0139 PROPOSED Type 11 24-hr 100 yr Rainfall=7.41" Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HydroCAD@ 10.00-14 s/n 03113 @ 2015 HvdroCAD Software Solutions LLC pane 11 Summary for Subcatchment 3S: Proposed Area P3 Runoff = 0.93 cfs @ 12.10 hrs, Volume= 0.065 af, Depth= 2.90" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.020 61 >75% Grass cover, Good, HSG B 0.250 60 Woods, Fair, HSG B 0.270 60 Weighted Average 0.270 100.00% Pervious Area Tc Length Slope Velocity Capacity Description 17.2 166 0.1100 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Subcatchment 4S: Proposed Area P4 Runoff = 2.66 cfs @ 12.17 hrs, Volume= 0.218 af, Depth= 3.64" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type II 24-hr 100 yr Rainfall=7.41" Area (ac) CN Description 0.120 98 Paved parking & roofs 0.400 61 >75% Grass cover, Good, HSG B 0.200 60 Woods, Fair, HSG B 0.720 67 Weighted Average 0.600 83.33% Pervious Area 0.120 16.67% Impervious Area Tc Length Slope Velocity Capacity Description 9.3 60 0.0670 0.11 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" 13.3 115 0.0140 0.14 Sheet Flow, Grass: Short n= 0.150 P2= 2.87" 0.6 115 0.0390 2.96 Shallow Concentrated Flow, Grassed Waterwav Kv= 15.0 fps 23.2 290 Total Summary for Subcatchment 5S: Proposed Area P5 Runoff = 0.32 cfs @ 12.07 hrs, Volume= 0.021 af, Depth= 3.53" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Type 11 24-hr 100 yr Rainfall=7.41" 16-0139 PROPOSED Prepared by Otto Associates HvdroCAD® 10.00-14 s/n 03113 Area (ac) CN Description Type 1124-hr 100 yr Rainfall=7.41 " & Land Surveyors, Inc. Printed 5/19/2016 iCAD Software Solutions LLC Page12 0.010 98 Paved parking & roofs 0.060 61 >75% Grass cover, Good HSG B 0.070 66 Weighted Average 0.060 85.71 % Pervious Area 0.010 14.29% Impervious Area Tc min) Length (feet) Slope (ft/ft) Velocity (ft/sec) 14.8 110 0.0700 0.12 Description Sheet Flow, Woods: Light underbrush n= 0.400 P2= 2.87" Summary for Reach 6R: Area to Southwest Inflow Area = 1.660 ac, 19.28% Impervious, Inflow Depth = 3.27" for 100 yr event Inflow = 5.06 cfs @ 12.17 hrs, Volume= 0.452 of Outflow = 5.06 cfs @ 12.17 hrs, Volume= 0.452 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Summary for Pond 4P: Catch Basin Inflow Area = 0.270 ac, 14.81% Impervious, Inflow Depth = 3.53" for 100 yr event Inflow = 1.15 cfs @ 12.10 hrs, Volume= 0.079 of Outflow = 1.15 cfs @ 12.10 hrs, Volume= 0.079 af, Atten= 0%, Lag= 0.1 min Primary = 1.15 cfs @ 12.10 hrs, Volume= 0.079 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 938.65' @ 12.10 hrs Surf.Area= 63 sf Storage= 25 cf Plug -Flow detention time= 5.1 min calculated for 0.079 of (99% of inflow) Center -of -Mass det. time= 1.5 min ( 845.5 - 844.0 ) Volume Invert Avail.Storage Storage Description #1 933.40' 240 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store _(feet) (sq-ft) (cubic -feet) (cubic -feet) 933.40 4 0 0 938.50 4 20 20 939.00 200 51 71 939.50 475 169 240 Device Routing Invert Outlet Devices #1 Device 2 938.50' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #2 Primary 933.40' 15.0" Round Culvert L= 190.0' RCP, rounded edge headwall, Ke= 0.100 Inlet / Outlet Invert= 933.40' / 931.50' S= 0.0100'/' Cc= 0.900 n= 0.013 Concrete pipe, bends & connections, Flow Area= 1.23 sf 16-0139 PROPOSED Type // 24-hr 100 yr Rainfall=7.41 " Prepared by Otto Associates, Engineers & Land Surveyors, Inc. Printed 5/19/2016 HvdroCAD® 10.00-14 R/n 03113 n 9015 HvrtrnCAn RnftwnrB Rnlutinns I I C. panes 13 Primary OutFlow Max=1.15 cfs @ 12.10 hrs HW=938.65' (Free Discharge) t2=Culvert (Passes 1.15 cfs of 10.17 cfs potential flow) 1=Orifice/Grate (Weir Controls 1.15 cfs @ 1.27 fps) Summary for Pond 5P: Area P4 Pond Inflow Area = 1.320 ac, 23.48% Impervious, Inflow Depth = 3.91" for 100 yr event Inflow = 5.15 cfs @ 12.03 hrs, Volume= 0.430 of Outflow = 4.09 cfs @ 12.19 hrs, Volume= 0.430 af, Atten= 21%, Lag= 9.4 min Discarded = 0.04 cfs @ 12.19 hrs, Volume= 0.064 of Primary = 4.05 cfs @ 12.19 hrs, Volume= 0.366 of Routing by Stor-Ind method, Time Span= 0.50-100.00 hrs, dt= 0.01 hrs Peak Elev= 933.19' @ 12.19 hrs Surf.Area= 3,462 sf Storage= 4,822 cf Plug -Flow detention time=209.1 min calculated for 0.430 of (100% of inflow) Center -of -Mass det. time= 209.1 min ( 1,044.4 - 835.3 ) Volume Invert Avail.Storage Storage Description #1 931.50' 8,747 cf Custom Stage Data (Prismatic)Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 931.50 2,265 0 0 932.00 2,600 1,216 1,216 933.00 3,300 2,950 4,166 934.00 4,135 3,718 7,884 934.20 4,500 864 8,747 Device Routing Invert Outlet Devices #1 Primary 927.50' 12.0" Round Culvert L= 24.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 927.50' / 927.33' S= 0.0071 T Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 932.85' 23.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads #3 Discarded 931.50' 0.450 in/hr Exfiltration over Surface area #4 Device 1 931.50' 1.000 in/hr Exfiltration over Surface area above 929.30' Excluded Surface area = 0 sf #5 Primary 933.20' 143.0 deg x 4.0' long x 1.00' rise Sharp -Crested Veerrrap Weir Cv= 2.47 (C= 3.09) Qcarded OutFlow, Max=0.04 cfs @ 12.19 hrs HW=933.19' (Free Discharge) 53=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=4.05 cfs @ 12.19 hrs HW=933.19' (Free Discharge) 1=Culvert (Passes 4.05 cfs of 8.62 cfs potential flow) 2=Orifice/Grate (Weir Controls 3.97 cfs @ 1.92 fps) =Exfiltration (Exfiltration Controls 0.08 cfs) =Sharp Crested Veerrrap Weir( Controls 0.00 cfs) - --7 ye f o L \ wed Sol ex. , . e h n to 949 O \ \ Awr vi \ .�+' i`jt:. _' T' --_• ' �— 940 ` ''. ,�, ..-�.. , 942 �..._ _.._ \\ • \. 938 1 --� '_ 415 I f0\ 344 \ -Rim- ou Rx ' � ex. Inv=9173! 55�� is �— SS 55�— 55 5 SS 0,922.88 \ ; -Rim=9 97 -o W W W W' W W '�_ W, "' _ f -- SSy� —r —� U5 SS 55 N Exisf. wm W W W W vt =� W ` _-W.v�9Y14.10.7 In Mv= I fx.MM SS\ N I I 92. ss EXISiIING DRAINAGE MAP' I Q ss s ,t 1 „_40' 1 (( Inr=972.� R�� 91257 i • r-NM./nv�9/J4 1 � NS/n.�913.7171 F7 Y -- '"' l"•. A� „ a -; ti Ott! WA Y 442.5 MIII. lLO •L a \� —ex. Ink rel-IW, —+ UH- 1 92Sy7 ec aumd�artfr �••.:� .`� 1 •/ pn+ JL r ; Inv=977.88 f .� �`-•35 ^ ^ 55'` — 55 SS 5 5 ss _ =' �Y w w— w w— w y 9S0 w • w w �y Exisf. wm w �w 'w PROPOSED DRAIN,�►GE MAP i i Mi922J ;.�. _. � 1 4 0 po N1Y.lnr. S71 I I IS77 Project Information Calculator Version: Version 2: June 2014 Project Name: Lotus Woods User Name / Company Name: Otto Associates, Inc. Date: 5-16-16 Project Description: 2 lot subdivision Site Information Retention Requirement (inches): 1.1 Site's Zip Code: 55317 Annual Rainfall (inches): 29.9 Phosphorus EMC (mg/1): 0.3 TSS EMC (mg/1): 54.5 Total Site Area Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 025 0.25 forest/open space or reforested land Managed Turf - disturbed, graded for yards or 0.5 0.5 other turf to be mowed/managed Impervious Area (acres) 0.3 Total Area (acres) 1.05 Site Areas Routed to 8MPs Land Cover A Soils B Soils C Soils D Soils Total (acres) (acres) (acres) (acres) (acres) Forest/Open Space - Undisturbed, protected 0.1 0.1 forest/open space or reforested land Managed Turf - disturbed, graded for yards or other turf to be mowed/managed 0.5 0.5 Impervious Area (acres) 0.3 Total Area (acres) 0.9 Summary Information Performance Goal Requirement Performance goal volume retention requirement: 1198 ft3 Volume removed by BMPs towards performance goal: 1198 ft3 Percent volume removed towards performance goal 100 % Annual Volume and Pollutant Load Reductions Post development annual runoff volume 0.8802 acre-ft Annual runoff volume removed by BMPs: 0.7692 acre-ft Percent annual runoff volume removed: 87 % Post development annual particulate P load: 0.4 Ibs Annual particulate P removed by BMPs: 0.37 Ibs Post development annual dissolved P load: 0.32 Ibs Annual dissolved P removed by BMPs: 0.29 Ibs Percent annual total phosphorus removed: 92 % Post development annual TSS load: 130 Ibs Annual TSS removed by BMPs: 123 Ibs Percent annual TSS removed: 9S % BMP Summary Performance Goal Summary BMP Volume Volume Volume Volume Percent BMP Name Capacity Recieved Retained Outflow Retained (ft3) (ft3) (ft3) (ft3) M 1 - Bioretention basin (with underdrain) 1261 1198 1198 0 100 F Annual Volume Summary Volume Volume From Volume Volume Percent BMP Name From Direct Upstream Retained outflow Retained Watershed BMPs (acre-ft) (acre-ft) M (acre-ft) (acre-ft) 1 - Bioretention basin (with underdrain) 0.8701 0 0.7692 0.1009 88 Particulate Phosphorus Summary Load From Load From Load Outflow Percent BMP Name Direct Upstream Retained Load Retained Watershed BMPs (Ibs) (Ibs) M (Ibs) (Ibs) 1 - Bioretention basin (with underdrain) 0.39 0 0.37 0.02 94 F Dissolved Phosphorus Summary Load From Load From Load Outflow Percent BMP Name Direct Upstream Retained Load Retained Watershed BMPs (Ibs) (Ibs) (%) (Ibs) (Ibs) 1 - Bioretention basin (with underdrain) 0.32 0 0.29 0.03 90 TSS Summary Load From Load From Direct Upstream Load Outflow Percent BMP Name Retained Load Retained Watershed BMPs (Ibs) (Ibs) (Ibs) (Ibs) (%) 1 - Bioretention basin (with underdrain) 129 0 123 6 95 u BMP Schematic Bioretention Sa➢ Mix B (by volume): 70T washed sand 30S organic lea! compost ✓Wo_., ,yrn yroe Iro. Geogrid MYap, connected with zip ties — 2" Cholre Course, A, 178, or /89 Stone 07 Stone, Pipe width + 2" Above Ppe- h Broretention Sail Aix B Ceogrid NYup, connected with zip ties 2' Choker Course, j$ 178, or 189 Slone 157 Slone, Pipe width + 2" Above Pipe Shredded Bork Mulch Bicretention Plants _ 12' �6" PVC Solid Pipe Transition born Solid to Perforated Pipe 6- Perforated Pipe Non -Compacted Subgrode In -situ sots "I be rpped to a depth of 12" prior to plocilg amended soils with o chisel plow, ripper or sub -sale Biofiltrotion with Devoted Underdroin Not To Score F .edge Of 5 1ililljlllllllllllllllillillill} f IN es 952 10 _ 10 946 i4t 9 � 3, zz \ \ 942 940 to 91, \ \ —01. rock rel-roll illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilillill111111111111111i \ El. ce 9J0.61 % r= /, ex S✓fllgu / /,, \ �.� /nr�977.JJ BI S SS �1� \ CExMN- , W �` IS �'— SS ($6/�// /��' SS'' — SS SS S Mv=972'R8 I —\ W W W — W —WI — W W`�LJ �J S SS S SS \ \ W y� i /�''��jlf��'S -..� Exisl. wm W W � � —1. 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S, air 1`.._—S5 55 SS 55 — �y 55 —.�\5 55 / wr.912M ? Y may SpILL— 91 — ■ W �' Ix s per. st p� `�. �1�\ IA//1/-1n /'1A/ f /lITI I^ 1 A/��[- �p' p — � \ L� 1 17 I V Y 1../ I,_/ L-1 lJ I Y L . �./ I V I L .n 1 \ L_ D w RD. s \ I I ` lS�a'}r l InY'Y� 22. 90 Mr SW $P4LIIGY I \ \ -r BENCHMARK: � TOP NUT HYDRANT LOCATED 9b \X\ \\ ♦ / AT THE INTERSECTION OF FOX \ \ '• /� // /�//� / Li �* LM 7i1r, T, I w. r _-- � a - "' 1 1 ` I A .-�f • rz- �{1n, r i,y l.S jS � p^a`i.'` . `((•. Iil �i �•i/ + a I t` ..- •1�. .1� . �12 � {,../t`: � ; �.. _ .� "ti. ��? .'rr�l � � 1�-'`��l � R� t .�. � - '. i a, � �.. .. - Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. E.netsch Joel J. Jamnik Andrea McDowell Poehler Matthew K. Brokl' John F. Kelly Soren M. Mattick Henry A. Schaeffer, Ill Alina Schwartz Craig R. McDowell Marguerite M. McCarron Gina M. Brandt • Also 11crosed in Wiscomin (fir-11-\CJ '-&5emetl-- io(Ulv>eft-4S C�iJC11 0 �Il j�e�r btr ky ee fit�q Ilfp b 1390 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Faa 651-a52-5550 wwwxk-law.com CAMPBELL KNUTSON Professional Associedon RECEIVED ,.. Direct Dial; (65I) 234-6222 E-mailAddress: snelson(a�ck-law.eom AUG 14 2005 August 10, 2006 CITY OF CHANHASSEN Ms. Kim Meuwissen Chanhassen City Hall 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN - RECORDED DOCUMENTS ➢ Eidsness Lot Split — Corrective Documents (� - G,� Dear Kim: Enclosed please find the following documents which have been recorded with Carver County in connection with the above matter: 1) Corrective Notice of Land Combination for Zoning Purposes was recorded on June 16, 2006 as Torrens Document No. T158743. 2) Corrective Development Contract and Special Assessment Agreement was recorded -- on June 16, 2006 as Torrens Document No. T158744. 3) Corrective Grant of Temporary and Permanent Easements was recorded on June 16, 2006 as Torrens Document No. T158745. 4) Corrective Grant of Permanent Easement for Parcel A was recorded on June 16, 2006 as Torrens Document No. T158746. 5) Corrective Grant of Permanent Easement for Parcel B was recorded on June 16, 2006 as Torrens Document No. T158747. 6) Corrective Quit Claim Deed from Eidsness to Eidsness for the Lakeshore parcel was recorded on June 16, 2006 as Torrens Document No. T158748. 7) Corrective Quit Claim Deed from Eidsness to Eidsness for the Carver Beach Road parcel was recorded on June 16, 2006 as Torrens Document No. T158749. 8) Corrective Declaration of Easement for Driveway and Access and Amendment of "Road Agreement" was recorded on June 16, 2006 as Torrens Document No. T158750. Regards, CAMPBELL KNUTSON Professional Association `� usan R. Nelson-, As ' tant SRN:ms Enclosures cc: Sharmeen AI-Jaff (letter only) SCANNED ROAD AGREEMENT THIS AGREEMENT entered into this '� day of November, 1978, by and between Keith H. South and Lucille A. South, husband and wife, parties of the first part, and Arnold J. Chulfk and Hannah M. Chulik, husband and wife, parties of the second part;;- WITNESSETH: WHEREAS, parties of the first part are owners of the following described property, to -wit: That part of Government Lot B. Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet southeasterly from the point of intersection of the center line of Lakeview Drive with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less. to the highwater mark of Long Lake (also known as Lotus Lake); thence southerly along the highwater mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1 a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distantt243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of Carver Beach on file and of record in the Office of'the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22nd 1941. WHEREAS, parties of the second part are the owners of the following described property, to -wit: Beginning at a point in the center line of Lake View Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the inter- section of the center line of Fern Road and Lake View Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along thedivision line between Sections 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected easterly; thence northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lake View Drive; thence North 22 degrees 21 minutes 40 seconds Nest 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of Title No. 1726. EXt1181T" 8---- PAGE OF ZL PAGES WHEREAS, the section line between Sections 7 and 12, Township 116, Range 23, forms a connon boundary between the above two described tracts of land; and WHEREAS, there presently exists a driveway running along the South section line of Section 1, Township 116, Range 23, commencing at the inter- section of the south line of said Section 1 and Lakeview Drive as designated on the plat of Carver Beach running thence Southerly approximately 500 feet; and WHEREAS, said roadway is centered on the South line of Section 1-116-23 and lies six feet on either side of said Section line and therefore lying equally on the respective properties of each of the parties hereto; and WHEREAS, it is the desire of the parties hereto to enter into an agreement as to the continued maintenance, repair and reconstruction of said roadway and to assure each of the parties hereto continued access over said roadway; NOW, THEREFORE, in of the mutual promises and covenants hereinafter set forth, it is agreed by and between the parties hereto as follows: 1. First parties do hereby grant, bargain, quit claim and convey unto second parties and second parties hereby grant, bargain, quit claim and convey unto first parties an easement over that property above described, said ease- ment being described as follows: An easement for roadway purposes, lying 6 feet on either side of the hereinafter described line, said line being described as follows: Commencing at the intersection of the south line of Section 1, Township 116, Range 23, and the centerline of Lakeview Drive as shown on the plat of Carver Beach; thence running South 89*31'29" East along said Section line a distance of 500 feet and there terminating. That the cost of repair, reconstruction and maintenance of said roadway, exclusive of snowplowing, shall be borne equally between the parties hereto. Each party hereto shall pay one half of the cost of any repair or expense required in the maintenance, reconstruction and repair of said roadway. The cost of snowplowing said road shall be as agreed by and between the parties EXHIBIT "._.06 " PAGE a OF 'AGES -2- LA hereto by a means other than this agreement. In the event that any cos•q of repair, reconstruction or maintenance shall be in excess of $100 such work shall not be done without consultation of the other property owner and agreement that the repair, reconstruction or maintenance is necessary. As to costs of repair, reconstruction or mainten- ance the total cost of which shall be less than $100, said work may be ordered by either party and if arrangements for payment thereof are not made prior to one party Taking payment in full, payment of said party's share shall be paid promptly upon demand. by the other party. if payment is not so made within thirty days after demand same shall be considered -.a breach of this agreement. 2. This Agreement shall run with the land, shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto and shall continue in full force and effect for a period of ninety- nine (99) years from and after date hereof, unless earlier terminated. IN WITNESS WHEREOF, the parties have hereunto caused this Agreement to be executed the day and year first above written. Dated:y,Ti�.v;r:.j Da ted:�'•�a�uv��frt ...pro Dated:A.•>'�::.v-G•e ff,/;1 (, STATE OF MINNESOTA Keith SouthrL , .�Q• a. /7 Lucille uth ,G�241`C Ar of . Chulik �dc k chi X✓• Hannah N. Chulik ) SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of November, 1978, by Keith H. South and Luci le. A. South, husband and wife. Ci�sw LURE MELCHERT /R Ylllt abIM1 NtK—YIYN o4RA \IIe�NJM cMvu wuYn 1/,ELt;HER T, HUUL?T r, iiJu[ wr iMio 6yM.yra !•IW ATTORNEYS AT LAVI CHASKA, MINNESOfA 55318 3 EXHIBIT " 6 " PAGE 3QF PAGES ' ` I ^3'✓ STATE OF MINNESOTA ) )) COUNTY OF CARVER SS The foregoing instrument was acknowledged before me this % e✓ day of November, 1978, by Arnold J. Chulik and Hannah M. Chulik, husba-nT-and wife. Notary Public THIS INSTRUMENT WAS DRAFTED BY: Luke Melchert, Attorney at Law MELCHERT, HUBERT, HOWE I YOUNG P.O. 67, 400 Chestnut Street Chaska, Minnesota 55318� .(612) 448-3121 LUME MELCH:RT NOIART IO YIMH:SJIA $ aRvERca couwr, M C~-S, txok„ Api S, IRRi EXHIBIT " PAGE �GF-vT—PAGES -4- ! S39dd7-4073'JVd 9 1181HX3 '� IJ 0 w i L p � E PRELIMINARY PLAT OF LOTUS WOODS��1 maw saaw— all ti r g l i0. . �. __ - ••ate t. _ _ JI 5 \��,� •• =j vuamo I r. I IIi:�i f}• f � 1 � ' ll `. A F e FElf3! 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B b f1 SHff/5 n� DoCu111@nt No. OFFICE OF THE T 158745 REGISTRAR OFTITLES ARVER COUNTY, SOTA 11111111111Cert. ##�q2537 hFee $ 4800 Certified Recorded on 06-16-2006"at2:00 ❑ AM N PM 2006-06-16 111111111111111111 � W.Hanson, Jr. CORRECTIVE GRANT OF TEMPORARY AND PERMANENT EASEMENTS This Corrective Grant of Temporary and Permanent Easements is given to correct the legal description of the property used in a former Grant of Temporary and Permanent Easements between the parties hereto, dated February 13, 2006, and recorded in the Office of the Registrar of Titles for Carver County, Minnesota, on February 15, 2006, as Document No. T 157035. PAUL T. EIDSNESS and ANDREA S. EIDSNESS f/k/a ANDREA S. JOHNSON, husband and wife, "Grantors", in consideration of One Dollar [$1.001 and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF CHANHASSEN, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, a temporary construction easement over, on, across, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A" ["Temporary Easement Premises"]. TO HAVE AND TO HOLD the same, unto the City, its contractors, agents, servants and assigns, commencing upon execution of this document and expiring 90 days after the date of acceptance by the City of Chanhassen of the 8GNNED completion of the contemplated roadway, sewer, water, curb, gutter and utility installation within the Permanent Easement Premises, hereinafter described, together with the right of ingress to and egress from the temporary easement premises, for the purpose of constructing, reconstructing, inspecting, repairing, and maintaining the property of the City, at the will of the City, its successors and assigns. Grantors hereby grant the uses herein specified without divesting themselves of the right to use and enjoy the above described Temporary Easement Premises, subject only to the right of the City to use the same for the purposes herein expressed. The City, its agents and assigns, will restore the Temporary Easement Premises to a condition as nearly equal as possible to that which existed prior to construction or maintenance authorized hereunder within a reasonable time after completion of that construction. It is agreed, however, that trees, shrubs, and other plants will not be replaced and that the City will not be responsible for payment of damages resulting from the removal of or damage to trees, shrubs and other plants. FURTHERMORE, in consideration of One Dollar [$1.00] and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantors do hereby grant unto the City, its successors and assigns, forever, a permanent easement for public roadway, drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A" ["Permanent Easement Premises"]. 2 INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Permanent Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public roadway, drainage and utility systems over, across, on, under, and through the Permanent Easement Premises, together with the right to grade, level, fill, drain, and excavate the Permanent Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public roadway, drainage and utility easements. Upon any dedication in a plat that includes the property burdened by the Permanent Easement Premises to the public for public roadway purposes, this Grant of Easements shall cease to be carried as a memorial on the Certificate of Title for the parcel burdened by the easement. The above named Grantors, for themselves, their heirs and assigns, do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Permanent and Temporary Easement Premises; that they have the sole right to grant and convey the easements to the City; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. 3 IN TESTIMONY WHEREOF, the Grantors hereto have signed this document this > V - day of GRANTORS: Paul T. Eidsness Vv" Andrea S. Eidsness f/k/a Andrea S. Johnson STATE OF MINNESOTA ] //'NNeP/n/ ] ss. COUNTY OFF ] The foregoing instrument was acknowledged before me this /V-A day of June, 2006, by Paul T. Eidsness and Andrea S. Eidsness, f/k/a Andrea S. Johnson, husband and wife, Grantors. VAi VA THIS INSTRUMENT WAS DRAFTED BY: Rice Law Firm, Chartered 525 West 78th Street, Suite 201 P.O. Box 1180 Chanhassen, Minnesota 55317-1180 Cl ------------ SHLUY RVA JAamm ratuwPAW4MIE89T11 r�ca..rr.cyrwwam.an EXHIBIT "A" TO CORRECTIVE GRANT OF TEMPORARY AND PERMANENT EASEMENTS (PARCELS A and B) A permanent easement for public roadway, drainage and utility purposes over, under and across the East 50.00 feet of the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. TOGETHER WITH a temporary easement for construction purposes over, under and across the West 20.00 feet of the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. . That lies Easterly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. Page A - 2 Document NO. OFFICE OF THE T 158744 REGISTRAR OF TITLES CARVER CCherk ert##15889 M ESOTA 2910 $4800 Certed Recorded on 06-16-2006at ifiat 202-00 ❑ AM �g PM Carl W. istrarofTdlesJr. eg CORRECTIVE DEVELOPMENT CONTRACT AND SPECIAL ASSESSMENT AGREEMENT Corrective Development Contract and Special Assessment Agreement dated June 14, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation ["City"]; and PAUL T. EIDSNESS and ANDREA S. EIDSNESS f/i/a ANDREA S. JOHNSON, husband and wife, [hereinafter referred to as the "Developer"]. This Corrective Development Contract and Special Assessment Agreement is given to correct the legal description of the property used in a former Development Contract and Special Assessment Agreement between the parties hereto, dated February 13, 2006, and recorded in the Office of the Registrar of Titles for Carver County, Minnesota, on February 15, 2006, as Document No. T 157034. RECITALS A. The Developer has applied to the City for the subdivision of the land described on into two lots, one of which lots is legally described on the attached Exhibit "A" ["Assessed Parcel"]. The City has approved the subdivision subject to certain conditions including that the Developer enter into this Agreement. B. As a condition of subdivision approval, the City required the construction of a street. The Developer has asked the City to construct the street as a public improvement project. SCANNED NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. Public Improvements. The City shall construct a public street in the public easement as described on Exhibit A ["Easement Premises"]. Street construction may commence, in the City's discretion, upon the occurrence of any of the following events, whichever first occurs: when property immediately abutting the Assessed Parcel to the east is further subdivided, when a building permit is issued for construction on the Assessed Parcel, when the property to the north of the Assessed Parcel is developed, or when the City determines it is appropriate to construct the street. 2. Surface Water Management Fees. As a condition of subdivision approval the Developer is required to pay a surface water quality fee of $2,383 and a surface water quantity fee of $5,987. The Developer has asked to defer payment of the fees until one of the events triggering the street construction referred to in paragraph 1 above occurs. 3. Special Assessments. Parcel B is specially assessed for: [1] street project in the amount of $10,000.00; [2] the surface water quality fee in the amount of $2,383; and [3] the surface water quantity fee in the amount of $5,987. The assessments shall be deemed adopted on the date this Agreement is approved by the City Council. The assessments shall be deferred without interest until the street is constructed. When the deferment ends, the assessments shall be paid over a five [5] year period, together with interest commencing as of the date the deferment ends at a rate of eight percent [8%] per year on the unpaid balance. 4. Waiver. The Developer waives any and all procedural and substantive objections to the improvements and the special assessments, including but not limited to hearing requirements and any claim that the assessment exceeds the benefit to the property; and further waives any appeal rights otherwise available pursuant to M.S.A. § 429.081. 2 IN WITNESS WHEREOF, this Corrective Development Contract and Special Assessment Agreement was executed by the parties the day and year first above written. CITY OF BY I "sue-C Thomas A. Furlong, Mayor AND odd Gerhardt, City Manager/Clerk DEVELOPER: Paul T. Eidsness I/� lCC/I.PI� Andrea S. Eidsness f/k/a Andrea S. Johnson STATE OF MINNESOTA ] ] ss. COUNTY OF CARVER ] The foregoing instrument was acknowledged before me this �Je t�i day of June, 2006, by Thomas A. Furlong and by Todd Gerhardt, respectively the Mayor and City Manager/Clerk of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. a KAREN J. ENGELHARDT �uc.� Notary Public -Minnesota •i...., ,,fy Commiasbn Ferns Jan 31, 2010 N66uy Pu ' 3 STATE OF MINNESOTA ] #eAWF/'jhl ] ss. COUNTY OF e*RVER ] The foregoing instrument was acknowledged before me this /IP, day of June, 2006, by Paul T. Eidsness and Andrea S. Eidsness, f/k/a Andrea S. Johnson, husband and wife. DRAFTED BY: Rice Law Firm, Chartered 525 West 78th Street, Suite 201 P.O. Box 1180 Chanhassen, Minnesota 55317-1180 4 eempu,Aa.a -r, SHERY KC- JACKSON igTAMPUWC•WESOTA *CNOMMyYrArfl.iM rd EXHIBIT "A^ TO CORRECTIVE DEVELOPMENT CONTRACT AND SPECIAL ASSESSMENT AGREEMENT ASSESSED PARCEL: Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plat thereof. FRI-61 That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. EASEMENT PREMISES: A permanent easement for public roadway, drainage and utility purposes over, under and across the East 50.00 feet of the above -described property. Page A - 2 Document No. OFFICE OF THE T 1587Igqq''46REGISTRAR OF TITLES CARVER �I�II��pllllll CeSOTA rt. ##325889T�Y Mce $ E4800 Certified Recorded on 06-16- at 02:OO ❑ AM Q PM 2006-16�— 1111111111111W111111111 Carl W. Registrar ofTAlesr CORRECTIVE GRANT OF PERMANENT EASEMENTS This Corrective Grant of Permanent Easements is given to correct the legal description of the property used in a former Grant of Permanent Easements between the parties hereto, dated February 13, 2006, and recorded in the Office of the Registrar of Titles for Carver County, Minnesota, on February 15, 2006, as Document No. T 157036. PAUL T. EIDSNESS and ANDREA S. EIDSNESS, f/k/a ANDREA S. JOHNSON, husband and wife, "Grantors", in consideration of One Dollar [$1.00] and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF CHANHASSEN, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for public roadway, drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A" ["Permanent Easement Premises"]. INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Permanent Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public roadway, drainage and utility systems over, across, on, under, and through the I192TN-4-1 Permanent Easement Premises, together with the right to grade, level, fill, drain, and excavate the Permanent Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with tke location, construction, and maintenance of said public roadway, drainage and utility easements. The above named Grantors, for themselves, their heirs and assigns, do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Permanent Easement Premises; that they have the sole right to grant and convey the easements to the City; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantors hereto have signed this document this �`�day of 70A.)� , 2006. GRANTORS: Paul T. Eidsness Ul �vr �Pd Andrea S. Eidsness f/k/a Andrea S. Johnson 2 STATE OF MINNESOTA I gQUNTY OF R NEPj ss. The foregoing instrument was acknowledged before me this —H]66 day of J zle, 2006, by Paul T. Eidsness and Andrea S. Eidsness, f/k/a Andrea S. Joj pn, husband and wife, Grantors. �I IN .%/_ Igmugum THIS INSTRUMENT WAS DRAFTED BY: Rice Law Firm, Chartered 525 West 78th Street, Suite 201 P.O. Box 1180 Chanhassen, Minnesota 55317-1180 vi SKLLY 11MiJACKSON WTMY PL"-YMIE80G1 wo,.r,"boni.„.ma EXHIBIT "A" TO CORRECTIVE GRANT OF PERMANENT EASEMENTS (PARCEL A) A permanent easement for public drainage and utility purposes over, under and across the West 10.00 feet, the North 5.00 feet and the South 5.00 feet of the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Easterly of a line, described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of _ Section 1, and said line there terminating. TOGETHER WITH a 23.00 foot permanent easement for sanitary sewer and watermain purposes over, under and across the following described property: That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of title No. 1726, Carver County, State of Minnesota. Said easement being 13.00 feet to the right and 10.00 feet to the left of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 900.59 feet to the point of beginning of said line to be described; thence South 01 degrees 40 minutes 38 seconds East; thence South 13 degrees 54 minutes 28 seconds East, a distance of 3.32 feet to a line 100.00 feet at right angles from the North Line of said Section 12, and said line there terminating. A-2 The side lines of said easement shall terminate at the North line of Section 12 and at a line 100.00 feet at right angles from the North line of said Section 12. A - 3 G j � 0 o l t S40 �z _W ui PI !.msxERr • Hustxr • s�oow MML a v�f�^^� r„mee iadrn w,mnnro 121 W Main Street Waconia, MN 55387 www.mhslaw.com QUNN P.O'REI LLY Attorney at Law Direct 952.442.7718 goreilly@mhslaw.com 1. Public Improvements. The City shall construct a public street in the public easements between Parcel A and Parcel B. Street construction may commence, in the City's discretion, upon the occurrence of any of the following events, whichever first occurs: when Parcel B is further subdivided, when a building permit is issued for construction on Parcel B, when the property to the north of Parcel B is developed, when the City determines it is appropriate to construct the street. 2. Surface Water Management Fees. As a condition of subdivision approval the Developer is required to pay a surface water quality fee of $2,383 and a surface water quantity fee of $5,987. The Developer has asked to defer payment of the fees until one of the events triggering the street construction referred to in paragraph 1 above occurs. 3. Special Assessments. Parcel B is specially assessed for: (1) street project in the amount of $10,000.00; (2) the surface water quality fee in the amount of $2,383; and (3) the surface water quantity fee in the amount of $5,987. The assessments shall be deemed adopted on the date this Agreement is approved by the City Council. The assessments shall be deferred without interest until the street is constructed. When the deferment ends, the assessments shall be paid over a five (5) year period, together with interest at a rate of eight percent (8%) per year a� -°? �` ��� y66 6 I Sec. 20-1122. - Access and driveways. The purpose of this section is to provide minimum design criteria, setback and slope standards for vehicular use. The intent is to reduce interference with drainage and utility easements by providing setback standards; reduce erosion by requiring a hard surface for all driveways; to limit the number of driveway access points to public streets and to direct drainage toward the street via establishment of minimum driveway slope standards. Parking and loading spaces shall have proper access from a public right-of-way. The number and width of access drives shall be located to minimize traffic congestion and abnormal traffic hazard. All driveways shall meet the following criteria: (1) Driveways shall be setback at least ten feet from the side property lines, except on lots that access off of a cul-de-sac "bubble", neck or flag lot where the lot frontage may prohibit meeting the side yard setback requirement. Beginning 20 feet from the front property line, driveways may be setback a minimum of five feet from the side property line or the distance of the existing drainage and utility easement on the particular lot or parcel. Encroachment into a side yard drainage and utility easement must be reviewed and approved by the city and may require an encroachment agreement. (2) Driveway grades shall be a minimum of one-half of one percent and a maximum grade of ten percent at any point in the driveway. If extenuating circumstances exist, the city engineer may approve driveway grades in excess of ten percent. Examples of extenuating circumstances include: bluffs, existing steep grades, shoreland setbacks, wetland conditions, and tree preservation. (3) Within the right-of-way driveways should access city streets at 90 degrees. (4) In areas located within the Metropolitan Urban Services Area (MUSA) as identified on the comprehensive plan, driveways shall be surfaced with bituminous, concrete or other hard surface material, as approved by the city engineer. In areas outside the MUSA, driveways shall be surfaced from the intersection of the road through the right-of-way portion of the driveway with bituminous, concrete or other hard surface material, as approved by the city engineer. (5) On corner lots, the minimum corner clearance from the roadway right-of-way line shall be at least 30 feet to the edge of the driveway. (6) For A-2, PUD-R for single-family detached houses, RR, RSF, R-4 and RLM for single-family detached residential uses, the width of the driveway access shall not exceed 24 feet at the right- of-way line. No portion of the right-of-way may be paved except that portion used for the driveway. Inside the property line of the site, the maximum driveway width shall not exceed 50 feet. For flag/neck lots the lot coverage of the driveway access within the neck portion of flag/neck lots shall not exceed 33 percent of the neck's area. For all lots the minimum driveway width shall not be less than ten feet. (7) For all other uses, the width of the driveway access shall not exceed 36 feet in width measured at the roadway right-of-way line. No portion of the right-of-way may be paved except that portion used for the driveway. (8) Driveway setbacks may be reduced subject to approval by the city engineer and the following criteria: a. The driveway will not interfere with any existing drainage swale or easement in which a utility is contained; b. Shall require an easement encroachment agreement from the engineering department; c. The driveway must be designed to maintain stormwater drainage runoff on the property to ensure that it will not cause runoff onto adjacent properties; d. Snow storage may not be placed on adjacent properties; and e. Lot frontage on lots that access off of a cul-de-sac "bubble", neck or flag lot do not permit adequate driveway access width or side yard setback. (9) Accessory driveways shall be maintained as natural grass or be constructed of bituminous, concrete, or paver surface. (10) One driveway access is allowed from a single residential lot to the street. (11) A turnaround is required on a driveway entering onto a state highway, county road or collector roadway as designated in the comprehensive plan, and onto city streets where this is deemed necessary by the city engineer, based on traffic counts, sight distances, street grades, or other relevant factors. If the engineer requires a turnaround, this requirement will be stated on the building permit. (12) Separate driveways serving utility facilities are permitted. (13) All driveways must be constructed in accordance with current construction requirements/details. A driveway permit is required when any alteration is made to a driveway in the public right-of-way. A zoning permit may be required for any other driveway work not in the public right-of-way along with other requirements to determine if the improvement will meet zoning ordinance requirements of the particular lot or parcel. (Ord. No. 117, § 1, 1-8-90; Ord. No. 330, § 1, 11-13-01; Ord. No. 409, § 6, 1-9-06; Ord. No. 452, § 3, 7-9-07; Ord. No. 507, § 3, 6-28-10; Ord. No. 612, § 9, 12-14-15; Ord. No. 619, § 18, 2- 27-17; Ord. No. 628, § 46,12-11-17) V I \6_ \too \ �e At - Ic �\ map _ �ufaRf-tN«n-�n,—, Nw99i 11 m.-97J D) flp - $S Si.. — 55 - W _ W +� p 926 }.- �( L 1 1 r R w)3 Q It-9Jd5 0.� I r1�fAC'F°N I , 1 1 \ l0 �,— ---- —T 947 y 3 [[m- -- ss Nr 7788 - m.. rry SS s� SS! M-92JJ 96 mr=917l, � I � •r �-7 lh vl�e e5,5 ROAD AGREEMENT THIS AGREEMENT entered into this day of November, 1978, I - by and between Keith H. South and Lucille A. South, husband and wife, parties of the first part, and Arnold J. Chulk and Hannah M. Chulik, husband and wife, parties of the second part;; WITNESSETH: WHEREAS, parties of the first part are owners of the following described property, to -wit: That part of Government Lot 8, Section 1, Township 116, Range 23, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 221.029 feet southeasterly from the point of intersection of the center line of Lakeview Drive with the center line of Fern Road; thence North 79 degrees 37 minutes East 611 feet; thence North 75 degrees 07 minutes East 248.5 feet, more or less, to the highwater mark of Long Lake (also known as Lotus Lake); thence southerly along the highwater mark of said lake to the South line of said Section 1; thence North 89 degrees 31 minutes 29 seconds West along the South line of said Section 1 a distance of 950 feet more or less to a point in the center line of said Lakeview Drive distant,243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East from the point formed by the intersection of the center line of said Lakeview Drive and Fern Road; thence along the center line of said Lakeview Drive on a bearing North 22 degrees 21 minutes 40 seconds West a distance of 22.489 feet to the point of beginning. Above mentioned Lakeview Drive and Fern Road being shown on the plat of Carver Beach on file and of record in the Office of the Registrar of Titles in and for Carver County, Minnesota. Subject to an easement granted to the Northern States Power Company July 22nd 1941. WHEREAS, parties of the second part are the owners of the following described property, to -wit: Beginning at a point in the center line of Lake View Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the inter- section of the center line of Fern Road and Lake View Drive, as designated and delineated on the'Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along thedivision line between Sections 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected easterly; thence northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lake View Drive; thence North 22 degrees 21 minutes 40 seconds West 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidenced by Certificate of Title No. 1726. r 0 EXHIBIT PAGE : OF 5 PAGES x,rilLss - WHEREAS, the section line between Sections 1 and 12, Township 116, Range 23, forms a common boundary between the above two described tracts of land; and WHEREAS, there presently exists a driveway running along the South section line of Section 1, Township 116, Range 23, commencing at the inter- section of the south line of said Section 1 and Lakeview Drive as designated on the plat of Carver Beach running thence Southerly approximately 500 feet; and WHEREAS, said roadway is centered on the South line of Section 1-116-23 and lies six feet on either side of'said Section line and therefore lying equally on the respective properties. of each of the parties hereto; and WHEREAS, it is the desire of the parties hereto to enter into an agreement as to the continued maintenance, repair and reconstruction of said roadway and to assure each of the parties hereto continued access over said roadway; NOW, THEREFORE, in of the mutual promises and covenants hereinafter set forth, it is agreed by and between the parties hereto as follows: 1. First parties do hereby grant, bargain, quit claim and convey unto second parties and second parties hereby grant, bargain, quit claim and convey unto first parties an easement over that property above described, said ease- ment being described as follows: An easement for roadway purposes, lying 6 feet on either side of the hereinafter described line, said line being described as follows: Commencing at the intersection of the south line of Section 1, Township 116, Range 23, and the centerline of Lakeview Drive as shown on the plat of Carver Beach; thence running South 89*31'29" East along said Section line a distance of 500 feet and there terminating. That the cost of repair, reconstruction and maintenance of said roadway, exclusive of snowplowing, shall be borne equally between the parties hereto. Each party hereto shall pay one half of the cost of any repair or expense required in the maintenance, reconstruction and repair of said roadway. The cost of snowplowing said road shall be as agreed by and between the parties E:XWBIT " PAGE a OF s PAGES -2- �.• 0 hereto by a means other than this agreement. In the event that any co�-t;pf repair, reconstruction or maintenance shall be in excess of $100 such work shall not be done without consultation of the other property owner and agreement that, the repair, reconstruction or maintenance is necessary. As to costs of repair, reconstruction or mainten- ance the total cost of which shall be less than $100, said work may be ordered by either party and if arrangements for payment thereof are not made prior to one party making payment in full, payment of said party's share shall be paid promptly upon demand, by the other party. If payment is not so made within thirty days after demand same shall be considered.a breach of this agreement. 2. This Agreement shall run with the land, shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto and shall continue in full force and effect for a period of ninety- nine (99) years from and after date hereof, unless earlier terminated. IN WITNESS WHEREOF, the parties have hereunto caused this Agreement to be executed the day and year first above written. Keith H. South Dated:) ,4.(cPl.,rla•E Lucille g,-AQUth Da ted !, •t -1, J AAr of J' Chulik Hannah M. Chulik STATE OF MINNESOTA ) SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of November, 1978, by Keith H. South and Lucille A. South, husband and wife. , X LUKE MELCHERT y RbTARY PUBLIC — MINNESOTA CARVER COUNTY MY CagNlssion Expires April S, 1962 0 MiLUCHERT, HUGI:i'T � H0`0*1:E ATTORNEYS AT LACY CHASKA, MINNESOrA 55318 -3- •j.1 , EXHIBIT of �j ,� ; PAGE.OF 'PAGES STATE OF MINNESOTA ) COUNTY OF CARVER ) SS The foregoing instrument was acknowledged before me this "'/ day of November, 1978, by Arnold J. Chulik and Hannah M. Chulik, husband and wife. THIS INSTRUMENT WAS DRAFTED BY: Luke Melchert, Attorney at Law MELCHERT, HUBERT, HOWE b YOUNG P.O. 67, 400 Chestnut Street Chaska, Minnesota 55318' .(612) 448-3121 Notary Public LUKE MELCHLRT .l NBTARY PUBLIC — MIN tI_SJTA ` CARVER COUNTY ` My Commnlion Eipira April 5. 1962 EXHIBIT ' 5- PAGES PAGE � OF .�-- -4- 6� 9 - a8Q ao� ..S -"ice al � _ s m Co O � s .D . D (T1 - N 0 0 PRELIMINARY PLAT OF LOTUS WOODS Intersection of the centerlines of Fern Rood and Lakeview / Drive per the plot of CARVER I BEACH AT LONG LAKE a� c o DTI y sc� U y c 0 E c s Y 0 L 0 120 40 N -ej Feet O O R �'.-Centerline of Fox Hill Drive \ (F, K. A. Fern Rood) — 7� ..-� +� , 1 I o �� JAL PLAT AREA = 45,341.08 S.F. (1.04 ACRES) • o a N . edge of 1,;t. x 957.27 l ` ` j m o r. 99.47 U N d g % 956,47 d \ } 1 d�,, o O O I'IF" D\ c- LU o m CM 10 \ r �.. i \ d \' •,%t I ` 7 l S� .r" _ � o z O O t0 cn. m0 } \,, r"` .,,^" \ �\ 'tea.. -.__ 1 I \ /' '`•\ w c� S d) m 50 � z LU c / \ o ¢LO O c \ •, `� \ \ ~`' S. line of 4ec. 1, r- ...,,„,� "-.. ., JON ALAN LANG x �n v \ 7 T, 116, R. , 23 -- I U 3 `t \ r ^-. ,� 64` CAR, VER BEACH RD l� N cn `'```�� _.,•u. ."". �,. / CHANHASSEN, MN 55317 -'� /'`P O V1 a - _ f A a • 'rn �..._ ..-Found k noiT "' :� --..."..., _ I / ---, C T wn p / i S89V 29�E 927t meal. 569:3129 E 950t deed - / \ i -, r --edge a! b;tI 32.57 530.06 59.93 - - - - - - - - - - - - - -�'- _. -0�omoge and Utility Eat amen!-.. ...� 157.43 : , � �- 50.12 \ \ {�� — — ____ •� _..... � � -� Drohoge d UtlityEosEm t ���,. �J� .0 1° \ \. �--- \•. _.._..� �-^ - - — - — - - -• - - - - - - - J - - - - - "'._ ..�"_ ' -,,." '• ., Edge of -I.-, O1 \\ \ T : f---- -� I--------- -� "" o \ `i0 Oti0"v; �Gravelt I W \ — aN-Dina-e/S€c. 12, r r I?. 5I---------------- _m-•=�-T-- C 1 \ \ ...."'"` ..,."' •--... ,.-."-'- T. 116, R. 2371 I_.10 PHILIP M HANSON REV IRUS7` Z N Z \ """' ---- -.._- .--- '' I --�" -�I �\ \ N r- 621 CARVER BEACH RD CHANHASSEN, MN 55317 r ��t �S \\ Z� \ --- --- ---_.. ---_. I .- t^""' "`- I ♦ vJ I \ \ 1 gas Area 27._W& 02 S. __ $46 ' \ 1%433.06 S.F. Are I Iri N oo \ t \1 t \ o'' \ \ ® - 5a4 _ 944 I l 'g I-.._ _._.. ._.�._.. (' Jr 1 LOG ('t(1 3 a • I .i 'u \ L y[3 942 P • �" ..„„ = \ 0 2 \ �- _•--• - "' '' = -ereinape and _.._� - _ ._.. 10 - .O t _.....,, �.. -Utility EasemWrt'•---._,.. g I �_ .— ._ I 2 44 7 V50 ...� 20 / L_lJ 1" /-1 ..._.._.._.._..._--- _ _ -J L- '/I �\------------ ex, rock ret-wall j 900'0" tz o -� _ \ �---------- t � _ t .� Drainage and . �,.Utility Easement \ N890329W 934t meos. N893129"W 965t deed : 3- " _._..5897809 I / . ...d=T3201"-1=1275 1 R= ...` ` a o F5 R-300.00 I 1 NBt10329"IY 52..12 �l z mQ o \ N890329 W L 30.46 �W — C.=121.54 C.Br9,=N86'S5'S0"W 5 t3 _ Y19 25 W \ _ zx N21'S8 �8 W9� �G a83.29 C.Br9.- $8 _ t _ �., - i \� " NO30132"W MA TTHEW & BIG W KOEPDS wD-.. c - d=11'IS'S8 L=t72.05 R=875.00 \ �&27 CHAN N, MN 5531� Ex.MH-Son r' I C.=171.77 C.Br9.=1588'47'49"W x cam£ Rim=9332f Ez,MH-San \ -' SxCH :' Inv=923.97 r'` fix, Surmountable ..:.--.. �*- Rim=9389� m po \ J+ -'...'-..Rim®9,it7.51 g :tcr Inv=922.88 / $3 I / S SS - `- - SS SS SS SS --- -- sa> _ e __ SS S fnv=927..=.3 1 \ 2 � 1 A //1 /l 11 . S"✓ SS S - SS - SS ._ s SS SS SS S L y L4 / t/ n S — 44 071 W,Y SY N :gin, V# -----'-._. }y-..iV vN 930 \ E _ _.._.._.-..-..-.. xca N,inv-926.93 I L A r i SAMUEL R & NANCY L COTE I JEFFREY R NOWAK & JENNIFER BUTENHOFF \ I \ 597 BIG WOODS BL VD 581 BIG WOODS BLVD JOHN C P£NHOLLOW 30 CHANHASSEN, MN 55317 I CHANHASSEN, MN 55317 MICHAEL N SWEET 549 BIG WOODS BLVD I 565 BIG WOODS BLVD I CHANHASSEN, MN 55317 „--CHANHASSEN, MN 55317 L l \ 2 I V V L �x.MHr/Son . -gym zw -R%rit; 922.5t NWInv=9138D\ PROPERTY DESCRIPTION: NSInv=91371 /.- ,f Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plot thereof. AND That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: LEGEND DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Beginning of o point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds denotes Existing Contour ' East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the 1012.00X denotes Existing Spot Elevation 5 �l Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for d.'i- denotes Power Pole I I said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and — °HE denotes Overhead Electric Line ff-5 along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction - - - - - - I- - - - - - - along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is — W — denotes Wotermoin projected Easterly; thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; — SS —denotes Sanitary Sewer Line thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a port of Government Lot No. 6, Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver County, State of — Sr --denotes Storm Sewer Line Minnesota. denotes Water Valve BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, That lies Westerly of a line described as follows: denotes Hydrant AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 10 FEET IN denotes Light Pole WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT. Commencing of a point in the center line of Lakeview Drive, distant 243.518 feet on a beoring of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the — denotes Building Setback Line Map of Carver Beach, at Long Loke, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for Front = 30' said County and State of Minnesota, and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Side = 10' Section 12, o distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 Rear = 30' seconds East to o point 100.00 feet of right angles from the South Line of said Section 1, and said line there terminating. delineated Wetland— 8, 050 Rlrrr-f" 6IG ltav-9277,ui V \ .x.C& 11 � �� N.lnv=92E.93 \ 4Y, to v= 924.03 Al 30 Oo '1/00� RD �t \ POND \ \ edge of pond- \ \ t II REV. NO. I DATE BY DESCRIPTION 1 110-24-171 TJ.B. I UPDATE PROPOSED ROAD 2 3-13-19 1 T.J.B. I UPDATE DRAINAGE & UTILITY EASEMENTS & HOUSE LOCATIONS 3 3-29-19 1 S.O.S. I FILTRATION BASIN & STORM SEWER & RETAINING WALL DESIGNED DRAWN P.E.O. T.J.B. CHECKED P. E.O. rx.mn-ion -- - Rim=933.21 tr:v=923.97 ex. surmountable A,... SS SSgutfer - � S w - W --- W 1 L,It7 Ex_ 15 "OMP —N.Inv=91795 Sdnv=91744 :R MY DIRECT SUPERVISION AND THAT I AM A DULY ;TERED PROFESSIONAL ENGINEER UNDER THE LAWS OF STATE OF MINNESOTA. A _ DATE: 3-29-19 LICENSE NO. 40062 �D SS W sw www.ottoassociates.com TTo 9 West Division Street Buffalo, MN 55313 (763)6824727 SSOCIATES Fax:(763)682-3522 & Land Surveyors, Inc. Edge of �- Duel i \ garage 9 \ � a 0 Z to \ CPWi 3 _Him =Y'56. 91 �"-� tnv-922.88 SS 4S 5 - SS --- SS xst. wm w w �' W --L w w M9 SS ExMH - Rim =933.95 �r It nit I\ L LOTUS WOODS CHANHASSEN, MN l rl /{' r- / L_ 0 30 60 Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1, ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. PRELIMINARY UTILITY PLAN SHEET NO. 2 OF 7 SHEETS PROJECTNO: 16-0139 5-20-16 o b r i Ix 0 I �E E OHE p � ex. lit. d/. ex. grove/ i U q \ «Eb rOW—,_� I; o) oHE I v b M M �.F� SA A f'VC 1. r . l / 2+00 �— 3+00_ �— �.-MHI�IiFR 5 f) ti 5� p 1,o' 1+00 I / 01918 i 0 3 8" Cam'. W 4 \l\) \co 5+17 \ l / ti6I 6k l9/ 'P� ST8j8 TO \ v ex. bit. d/w h / y°ch _�-- 3 a b�. /o +.F c t m�bo 0 50 100 Fee[ BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1, ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS, FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. ( \ delineatedwetlond- 9h7.32 \ ..\ \ 956 N 0 30 60 Fee[ f SCALE: 1"=30' \ \\\ / `\- / •gsi ra / I I \ / Recommended Toe -In Method / \ J I O "' -----. �- .i• / ? -"•� / / , I j / \ Set Posts Firmly (Post Shall Be Oak \ \ \ ` .,� �• I ` or green treated) Fabric per M Loth. ails Foslen with Loth, Nails or \\ \ J I ` �" nternotionoloOrange r shall be w edge of bit.- � . asz2r \ \ -1 \ \ \ 1 \ 6 Mrn Depth ex. bit. d/ h6 +9IA/7 °o - g .9i2.63 S� \ dl'N . De / / \ \ A• \ \ \ I I / / e+. \ \ '> 0Dig or Disc Trench QB Lay in Fabric & Bockfll - i - J . _ \ ( / / f \ \ /` \ J 9� 9�p EROSION�s1 \ FENCE TYPE 1 A x \` ^-�.. \ _..___ ~ �' \ \' / / t / I / I X O• \ .p 9p 40 \ \ \ Steel Fence Posts shall be used to F - RET. WALL g ,,._... ,"port Snow Fence _ 1 (Woven wire maySubs;tbe �; '\ / Sa .-.....__ �-. --e ...�• { '�.� �-___ / / .--•-• \ \ \ \ \ \ Fence) led for Snow .. •. \ .,edge of bit.-- / �,,,,, \ ` ( \ \ � ' \ • '•• l ' .. t`9•\O 5 - .'-gs•�=OCAigQge and Utility osemen - �... /� :; �`�. �=.•• :.. .:. ' - - - - - - - = _ - - -'"` ino e nd Utility £ e t--.�.. \ ------ �.._, i 10 _, 4 . l 0 f � � , 5r - T 7- - - - - - - - - - 46 �� gAa' Edge ll _1 ` \ EROSION CONTROL \ o_ L r 948 A FENCE -TYPE 2 949.5 � LO C +g►wwAnnnn� 41,1 is 0 � V A p cS p--"" o I �N shall Steel Fence Posts a°�3 _"' "`- 94 A \� V to gq(7ge \ \ \ Support Snow Fence ..� (Woven Wire may 9� \.. ...�.1"� be Subsituted for 6a" ..\ . Snow Fence) ., �,_� Drainage and .� � 7 / �\ `O-!-•� Silt Fence r •" 7! .nW wM tieroogh bole ( 1 �\ \ 94 - 944 ` - -i �' os ent \ lC- I : / \ INBoleto 2bae into a round. / t>~£ 3fl S o ti:. 20' CONSTRUCTlOV4 grobelow und. T grove. y I S42 I 944 I LO / �. I \ o"_\cCSEMEN� `.. ... (� l ` \ o� �,.. rOs 9 s' 940 '^.... ..----' I ®... '� I I .1 �• b A \ NW-DBoles ogralecble Moelerol. o - 942 / r I ! �. ' gA2 f g p j- I \ / I EROSION CONTROL rma- I tp S _ _ `� I \ \ 1 \ FENCE -TYPE 3 j x r1 N i \ 0 3 - \ RET, 940 ALC ?- i_ r 33t3 -=•- - _ _ I I 1 , / \ \ n qq 9 Q a� 10 19g4 \ \ \ \ 4 --\ 1 l `a�uz\ ? art`- �L)_ -� gn \ , g+r23 - RET. WALL - - - j V L 3 s \� -� A as4 o A _ + - - 941 �\ SILT FENCE DETAIL GRADING AND EROSION CONTROL NOTES -ex. rack ret-wall EX.MH-Son 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN - Rim=933.21 i' - ^-.-.� Ex. CB ex, surmountoble�_ F Ex.MH- APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT Inv= 923. % Rim 93 .92 g�2 Rim=930.61 % - &`putter 3 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES Inv=922. 8 _ Inv-92 .33 SS SS"' SS SS S .� . � � � ��y SS SS � TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE gro•�l W W W _ SS OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL -- W W W W exist. w W t W �SS , UNDERGROUND UTILITIES. " 930 a !/ 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL \ O - _ ! CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL -mCB9 1 I EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES �In v- 6. 3 \ S 92� W.Inv= 4. 3 �- T _ - � � TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS \ Rx.MH .96 OF THIS PERMIT AND AGREES TO ABIDE BY THEM. S \ SS N 30� I I I I Inv=922.37 \ 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY \ / \ UNLESS OTHERWISE NOTED. SS g2y 204. ALL DISTURBED AREAS SHALL BE STABILIZED NTH MN/DOT SEED MIXTURE 250 V / \ // (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). O \\ S I /�� /� ^ n n / l n T / / ^ l n FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN OG,^I 1 S \ /� _ - THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN ^p vVO 1\ \ L i % V U U LJ I U / V L _ U l Li I L _/ I % \ L_ 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1. AND 21 DAYS FOR SLOPES FLATTER THAN J I 10:1. \ KD. S �x. H-S n 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR . 1 - 922t551 ✓F 22•0 NY91nv-91380 I I I OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING NSlnv=913:71 CONSTRUCTION. \\ \ 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. \ \ \ \ I 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION \ \ 9?? I CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT \ BE LIMITED TO THE FOLLOWING: a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON COMPLETION O b. REEMOVESLTWHENNACCUMULL ACCUMULATION REACHESONE-THIRDTHE \ \ I I I HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING \ CONSTRUCTION MAY BE NECESSARY. \\ 1\\ \ \ d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS POND \ \\ OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. edge or Pond--'� \\ \ 'p ` - - 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD \ SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. \ \ \ 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND Ex. 15"CMP SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. -N.Inv=91795 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, SInv=91744 PLASTIC. FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS, I1 \ \ 1 \ 11• STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES l \ MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED BENCHMARK: TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND P NUT HYDRANT LOCATED WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE TOP THE INTERSECTION A FOX A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. HILL DRIVE & CARVER BEACH 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH ROAD. ELEVATION = 942.96 AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. 14. WOOD CHIPS MAY BE USED TO STABILIZE SLOPES. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.ottoassociates.com PRO✓ECTNO: 1 10-24-17 T.J.B. UPDATEPROPOSEDROAD UNDER RE DIRECT SUPERVISION AND THAT I T A DULY LOTUS WOODS PRELIMINARY GRADING PLAN P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9WestDivisionStreet 2 3-13-19 T.J.B. UPDATE DRAINAGE S UTILITY EASEMENTS &HOUSE LOCATIONS THE STATE OF MINNESOTA. /I _�O TTo (763)6, MN55313 (SECONDARY) 16-0139 3 3-29-19 S.O.S. DRIVEWAY &GRADES & FILTRATION BASIN CHECKED /�Ckf. (% P.E.O. Paul E. Otto SSOCIATES Fax :(763)682-3522 CHANHASSEN, MN SHEET NO. 4 OF 7 SHEETS DATE: 5-ZO-1G DATE: 3-29-19 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. < 970 C__� Na F u V \ I t' (, •� 77�Ns 2z so 24 h I" tt 0 04J �� r r5 0 Tr u� 69 6 20 7 47 2 R L 4 Y 5 9 2 'ti.''`-'`ice^-^�.-v��..- n.�..1....•`.tin_ti.,^....��.., 42 t �\ 12 BIG WOODS BL V[) c__ --•- I On ,. � '..:,a� <,::.i :.. :, a \�lzE..'^'�\\"c%. \�'°\�\``�,.``\ '.:' .:'�,�`. 'xa � `• ��,s, `` •,.:,ul:.`:. :�`\,���.�'��.,.3`Ztti t 1;':\ .�..a2 _ 20 Lam` \r n.. 000 ` L as �w x a i ea. �.a .'`�• .a..<.. ;:,. �a,,. ... �: �'.� ems,::\\:. \\� �.: e �\`� ��. , \ `` x � ., `, .�� NN 10 \\. • ~, \aIN \ `' POND • ._ edge of pond \ LI EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (727.) 0 30 60 Feet SCALE: 1 "=30' Number Type Size Condition 1 boxelder 15 fair -poor 2 maple 26 fair -poor 4 basswood 30 good 5 ash 8 fair 6 maple 10 good 7 boxelder 8 good 8 maple 10 good 9 butternut 16 fair -good 10 boxelder 10 good 11 bllocust 10 poor 12 basswood 10 good 13 basswood 10 good 14 basswood 12 fair 15 ash 8 fair 16 basswood 10 good 17 basswood 8 fair 18 basswood 12 fair 19 basswood 8 Poor 20 ash 14 good 21 basswood 10 22 basswood 14 good 23 ash 10 good 24 basswood 10 poor 25 ash 16 good 26 basswood 10 good 27 ash 14 good 28 ash 12 good 30 ash 8 good 32 red oak 28 good 33 ash 12 good 34 maple 18 35 maple 4 36 maple 4 38 basswood 16 good 39 basswood 16 ood 40 basswood 10 fair 41 basswood 10 fair 42 maple 16 good 43 ash 12 good 44 ash 16 good 47 ash 14 good 50 maple 24 poor 51 ash 14 good 52 basswood 12 good 63 ash 12 good 64 boxelder 14 good 65 boxelder 20 fair 69 ash 10 good 71 basswood 24 fair 77 elm 12 83 red oak 36 dead 87 maple 12 fair 88 maple 14 good 97 maple 12 fair 98 basswood 24 fair 99 maple 36 poor 1116 oak 24 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN P,E.O. T.J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I T A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. n �D j/l�.✓(// www.ottoassociates.com 9 West Division Street TTo Buffalo, MN55313 SSOCIATES Fax. (763)682-3522 Engineers & Land Surveyors, Inc. LOTUS WOODS C H AN HAS S E N , M N EXISTING TREE INVENTORY PROJECTNO. 16-0139 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD 2 3-13-19 T.JB. UPDATE DRAINAGE &UTILITY EASEMENTS &HOUSE LOCATIONS 3 3-29-19 S.O.S. DRIVEWAY & GRADES & FILTRATION BASIN Paul E. Otto DATE: 3-29-19 LICENSE NO. 40062 SHEET NO. 5 OF 7 SHEETS DATE: 5-20-16 Xl wetland — hp / � -.'"` � •��� � 4 s4raa \ � ` � � i � 9�415 0 30 60 Feet SCALE: 1 =30 DENOTES TREES TO BE REMOVED \ V •�l .,� --- '� •� Y_ DURING SECONDARY CONSTRUCTION \ Y -949.47 -' \ ; 50 \A— irn ex. Olt, d1w 952-Otvin.. nd Utility. \ 10 4 18 — ------ T - , ---- - ---- g46 ae Of _. - _ - 950 (. egg 5 5 8 .948 �R�-- 3$ 3 ` / m C=949.0S9495 64 j TF-90.0 � 23eO LL-48 40 � a1 5� 6 �\ 32 ,.t \•, 25 \ 9 p9e 1 \ � I ....... I a �) � .. ..,. ---_._ -•--_ -__. S jgB � 17 ---• 3 \ \ ` tt 1 V\ 2 13 6 3p 1 �� - \ a77, s4 — 9zd2`^,--i_ 30 f I _. r —24 — �% -_ 1_ � 84 -- I j� �944 I - 69 C:945.2 5 3 vo5 _n Ana n t J6 2 0 I L� J> 34 t 47.5 b L� \�) 9 _ yc� 2 I I 941LL 938.5 r I- r' yOs 71 �. 940— ` "' I _.I 1'L-. I LO R O \ \ ~ \ 87 1 A.. �y -_' 'y _ I 5I I \_ _ g a, g44 \ Ir. I ` I -- --�'r -1 L© 50 \ Z _ ---942 - 42 SF SF SIF SF \ V 4 SF, SF SF _ SF SF SF \� \ � �✓ 4�`6 V I V °ji c� gutter •. SF .. SF _-�rr� \ C / \ \714 WOODS l B VD. 928 If oI�innr�;, I nn It I i /1Tl I� I~ 0 otv000. _ .� \\ \ L,i�� VVUU[��. �� v L_L/ i �.� L-/—If L_ . RD. C \ / I IRPO POND edge of pond— \ '� \ o A� EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (72i) \ MINIMUM CANOPY COVERAGE ALLOWED = 24,661 S.F. (469) t \ \ \ II \ EXISTING CANOPY COVERAGE PRESERVED (AFTER SECONDARY CONSTRUCTION) = 14980 S.F. (24z) \. CANOPY AREA REQUIRED = 9,681 S.F. REFORESTA TION REQUIRED = 9,681 S. F. X 7.2 = 11, 617 S. F. REQUIRED PLANTING (11,617 S.F. / 1089) = 11 TREES REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.ottoassociates.com PROJECTNO: 1 10-24-17 T.JB. UPDATE PROPOSED ROAD UNDER DIRECT SUPERVISION AND THAT A DULY LOTUS WOODS TREE INVENTORY P.E.O. T.J.B. REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF 9 West Division Street 2 3-13-19 T.J.B. UPDATE DRAINAGE & UTILITY EASEMENTS &HOUSE LOCATIONS THE STATE OF MINNESOTA. /I �O Buffalo, MN55313 (AFTER SECONDARY CONSTRUCTION) 16-0139 S. 3 3-29-19 S.O.DRIVEWAY & GRADING & FILTRATION BASIN CHECKED TTo j�// (/J (763)682-4727 P.E.O. Poul E. Otto SSOCIATES Fax: (763)682-3522 C HAN HASS E N, M N DATE: DATE: 3-29-19 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 6 OF 7 SHEETS 5-20-16 delineated wetland8,050 - - — — - v956 \ 1 \-edge O'rr,as72r \ \ \ \ d ) \ ex. `- �h� l \ ova \ sas.ar \ dx / l /.436.4? ---- j / � � � \ � 501 -Oro noQe on3�r f , g — ----— - - _---- — �=-- - roiooge and Utility Eosement �0\ ----- ------ -`—— Edge o � 5 5r — '--------------� -949.0 / \ \ Lc 59410¢� _. (} __ I 2 1 I \ \ 9aL,°9e _ _ — Ir 94 G=945.2 \ �� \ I ;' __ 94- I —rF-9475 1 \ \ - I I CL=938.5 1t \ Y. LO 2A \0 940 — _------_-- _1 -- V I i \ n✓,_n..._ s._, 942 \ .. h? t SIF SF SF _SF SF \ \ O SF SF eorr- c - _. SF SF SIF SF, S - " `r �--__ STOP SIGN F \ Tj �6 I G �f &gutter ". � \� WOODS �— — — o� STREET SIGN In Bt VD. \ 928 o�Ii� IA/��r,; I nA I I I n�I I I A /���- O o wpOO — , �\ \ L l l J I V V lJ lJ CU �. I lJ / V L _ t/ I lJ �. I L _ / I / \ L _ . RD. t \ \ POND 0 30 60 Feet SCALE: 1 "=30' g DENOTES STOP SIGN + DENOTES STREET SIGN ❑ DENOTES PARK SIGN SF SF — DENOTES SILT FENCE TPF TPF— DENOTES TREE PRESERVATION FENCE DENOTES EXISTING TREES AFTER CONS TRUC TION 0 DENOTES TREES TO BE PLANTED (11 REQUIRED) 0 DENOTES TREES TO BE PLANTED AFTER HOME CONSTRUCTION FOR TREE SIZE & SPECIES REQUIREMENTS REFER TO THE CITY OF CHANHASSEN CODE OF ORDINANCE CHAPTER 18, ARTICLE III DESIGN STANDARDS, SECTION 18-61 LANDSCAPING & TREE PRESERVATION REQUIREMENTS. 4 \ EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (729) MINIMUM CANOPY COVERAGE ALLOWED = 24,661 S.F. (46%) k \ j' EXISTING CANOPY COVERAGE PRESERVED (AFTER SECONDARY CONSTRUCTION) = 14980 S.F. (247) ' ! x � CANOPY AREA REQUIRED = 9,681 S.F. REFORESTATION REQUIRED = 9,681 SF X 1.2 = 11,517 S.F. REQUIRED PLANTING (11,617 S.F. / 1089) = 11 TREES REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HLKLt1T I:t"" IHAI IHIJ FLAN wA� FKtF'AKtu IdT Mt UK www.ottoassociates.com PROJECTNO: 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD T. UNDER DIRECT SUPERVISION AND THAT A DULY LOTUS WOODS TREE PLANTING & P.E.O, ,J.B. REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF 9 West Division Street 2 3-13-19 T.J.B. UPDATE DRAINAGE & UTILITY EASEMENTS & HOUSE LOCATIONS THE STATE OF MINNESOTA. /I �O TTo Buffalo, MN55313 SIGNAGE PLAN 16-0139 3 3-29-19 S.O.S. DRIVEWAY & GRADING & FILTRATION BASIN CHECKED j// (// P.E.O. Paul E. Otto SSOCIATES Fax (763)682-3522 C HAN HASS E N , M N SHEET NO. 7 OF 7 SHEETS DATE. DATE: 4-4-19 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. 5-20-1 6 Intersection of the centerlines / of Fern Rood and Lakeview / Drive per the plot of CARVER BEACH AT LONG LAKE "'•.-Centerline of Fox Hill Drive (F.K.A. Fern Rood) PRELIMINARY PLAT OF LOTUS WOODS ao az.5 N c 0 L�L L co 0 20 40 _J Feet O rz O (Cp 2 TOTAL PLAT AREA = 45,341.08 S.F. (1.04 ACRES) y15 \ O \ \ -edge p1 bit! — — x 95727 \ \ ' a M M \ ew x 949.47 j c Otr) to bit. d— ah� ` x 952.63 0�� \ \ { y Z 50 C 1 line of ec. 1, `-JQN ALAN LANG -... N 5 T. If 6, R. 23 / / ---- g ^--. 640'GAfjVER BEACH RD U � \ \ to •\ ` \ \' .,,f 1 CHANHASSEN, MN 55317 / / -'� I , I \ Vi � S69'03294 927t meos S89 3129E 9504 d d ~' / / / - , I U N 32.57 10 \ \ PHILIP M HANSON REV TRUST` 2r \ Z tZa \ Z \ 621 CARVER BEACH RD - N CHANHASSEN, MN 55317 \ r \n\ ' L, �- \ it Q. -7 i 32.57 N89 0329 m _ \ 0 0 \ C J N2158 L T F \ 1 � c' c m A r a - 9 x �s m AO --ex. grovel d/\ y�4 ee -edge of bit.- �� � 530.06 f - - - 289.93 r'f. ex. bit. d w vv 157.43 \ V 50 0.0,0 Edge of •r 950�.. _A/ ins-&f � 12, — .,. ��_ 5 5 � .--'" ..-�-' 10 � � I i � \ravel I /1 I W r > x - j - 948 948 � 1 � _ 946 Area = 27.998.$2 5.-r 946 TT33.F. 06 S< •'" o __ P 9 - 8 �..._ '- 944 -- ---_ /--_I ._-._.... � t , { � --_ -e --.,_ `` '� r' I � � ri p � � � � � � Q � � � •\ Drainage and Utility Easement '� - '' I -- _.-., / O I � (It Q is 10 940 - \. �... _ _..._...-l/ V 1 L_ I \ \ 89 940x 941.23 - - ex. rock ret -wall -..� ` \• '-..._... ��...� Drainage and _ 1 0�'� j' 'Utility Easement� t =300.00 - - 30.46--, % : - d=7'320=121.63 R= �— l 7 �- N8917329"W 934t meas. N893129"W 965f dee� 1 s J s83.55 R 58978'09"W 925.00 - 1 — 5Y �g =1'19 25"W C.=121.54 C.Br9.=N86'55'50"W _ 329 NB 0 ' S0 12 ^ r:.g C•8 _ \ j j �' \ ~` �. 11 MATTHEW & LISA A KOEPPEN =83.2 "-'�..:' .. N030132"W BIG WOODS BLVD --'� „� �6.27 CHAN N, MN d=!1'15'S8 L�1ZZ.05 R=875.00 \ Ex.MH-Son / �' C.-171.77 C.Br9.=f788'47'49W Rim=93321 ex, surmountable ' Ex.MH-Son r I Ex. CB Inv=9239 & gutter- � 'f� 4 3 .Rim=938.92\ -Rim=930.61 ` 17� SS `N-- SS SS SS -�— � SS SS SS SS/� Inv=922.88 \ t SS SS SS SS SS SS SS SS SS S Inv= 927.33 -{ w-SS W �W \\ w w w Vv w w w ~ w VV wvU� /_ — LiL.VLJ. ss _ / W W ~W ..� W W W Exist. wm w ! _� — W W W W W W W % 91310 \ W .! Ex. CB - Rim=930.15 928/ - N.In v= 926.93 W.ln v= 924.03 'I 1\ SAMUEL R & NANCY L COTE f \ 597 BIG WOODS BLVD 30 CHANHASSEN, MN 55317 Ex.MH Son S e t2251 NW.Inv=91380\ NSInv=91371 LEGEND 1012 --- denotes Existing Contour 101200X denotes Existing Spot Elevation -0- denotes Power Pole OHE — denotes Overhead Electric Line — W denotes Watermoin — SS — denotes Sanitary Sewer Line — ST — denotes Storm Sewer Line pQ denotes Water Valve denotes Hydrant v denotes Light Pole denotes Building Setback Line Front = 30' Side = 10' Rear = 30' T ti ^ r- JEFFREY R NOWAK & JENNIFER BUTENHOFF 581 BIG WOODS BLVD CHANHASSEN, MN 55317 MICHAEL N SWEET JOHN C PENHOLLOW I BL VD 565 BIG WOODS BLVD I CHA BIG WOODSNHASSEN, MN 55317 CHANHASSEN, MN 55317 CHA LIf 7 I If if lJ L/ LJ .� i v L_ U I PROPERTY DESCRIPTION: Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plot thereof. AND That port of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: DRAINAGE AND U7ILITY EASEMENTS ARE SHOWN THUS' Beginning at 0 point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the 5 --I Mop of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for I I said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and �5 along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake, thence in a Southeasterly direction - - - - along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, Section 12, Township 116, Range 23, same being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, That lies Westerly of a line described as follows: AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 10 FEET IN Y WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT Commencing at a point in the center line of Lakeview Drive, distant 245.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Mop of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described,thence South 03 degrees 01 minutes 32 seconds East to o point 100.00 feet at right angles from the South Line of said Section 1, and said line there terminating. delineoted J \ wetland 8, 050 -Sr— w SS Sg OO �. ss w _ RD. �\ Iriv=J22.90 NW.Inv-W NSlnv-91. OND \\ \ \ e of pond=':�� \\ -O Ex.15 "CMP \ N.Inv=91795 S. In v= 917.44 L I^ V V W — W ti nA / y A v r+ A/ 1I L u A �r l /1 TI t Edge ot-v. A� \ \ garage \ 9 \ 0 \ a \ PWa h oS --� cc Lx.mn - Rim=933.96 Inv= 922.37 / /1 / �' r - L _/-1 / \ L- 0 30 60 Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1. ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED, 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST. 7. SERVICES SHALL BE STUBBED TO 9 FEET BEYOND THE RIGHT OF WAY EXCEPT LOTS 5 & 6. 8. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. REV NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T,J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS NLAN WAS HKLNAKLU BY ME UK UNDER RE DIRECT SUPERVISION AND THAT I T A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /) _ZDw www.ottoassociates.com 9 West Division Street Buffalo,/'/��-f// TTo (763)682-4727313 Fax (763)682-3522 Q Engineers & Land Surveyors, Inc. LOTUS WOODS CHANHASSEN, MNSOCIATES PRELIMINARY UTILITY PLAN PROJECTNO. 16-0139 Paul E. Otto DATE: 5-20-16 LICENSE NO. 40062 SHEET NO. 2 OF 11 SHEETS DATE - ` delineated wetland- 8, 050 S� i / / / / / / / / / PL 4" Topsoil, Seedy & Mulch or Sod. Surmountable Concrete Curb 0 30 60 Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 CL 25' i 25' 14' to Back 14' to Bock Wear Course to be 1/2" Above Edge of Gutter 1 1 1 3.0% PL 2.0% —I 1.5 : 1 1 1/2"—Plant Mixed Bituminous Wearing Course Type #41WEA50055B Tack Coat — 2357 2"—Plant Mixed Bituminous Bose Course Type #318BB500008 12"—Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.28 Select Granular Borrow (See Note 7) NOTES 1. Right —of —Way Required — 50'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrode shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrode correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based on the test roll. TYPICAL RESIDENTIAL STREET SECTION-5200 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY www.ottoassociates.com PROJECT NO: P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9WestDivisionStreet LOTUS WOODS PRELIMINARY STREET PLAN THE STATE OF MINNESOTA. /� �O TTo (763)6-47MN55313 16-0139 CHECKED Buffalo,/�// P.E.O. Paul E. Otto QSSOCIATES Fax (763)682-3522 C HAN HASS E N , MN SHEET NO. 3 OF 11 SHEETS DATE: DATE: 5-20-16 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. LOTUS TRAIL .� II1T i I P 2 I • a I I y o c I i 0 E OHE ex. grovel1w — I � I � 0 2+00_ i s � i I I I I II STRUCTURE NO. SIZE CASTING BUILD CB1 24X36 NEENAH R-3067-V 5.71 : CBMH1 48o NEENAH R-4342 5.10 CBMH2 480 NEENAH R-3067-V 6.05: C82 489 NEENAH R-4342 5.35: It 3+00 — o HFUTURE STREET EXTENSION a h v L1 J 'V SEE DETAIL A - BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1. ALL STORM SEWER SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. 2. INSTALL WIMCO INLET PROTECTION (OR APPROVED EQUAL) IN ALL CURB INLET STRUCTURES. CONTRACTOR SHALL 6E RESPONSIBLE FOR MAINTENANCE OF ALL INLET PROTECTION OVER THE LIFE OF THE CONTRACT AT NO ADDITIONAL COST. 3.INSTALL 2 STRIPS OF SOD BEHIND BACK OF CURB AFTER PRIVATE UTILITY INSTALLATION. 4. INSTALL 4" PERFORATED DRAIN TILE BEHIND ALL CURB ACCORDING TO DETAIL. CONNECT DRAINTILE TO C81 & CBMH2. 5. RIPRAP & FILTER FABRIC SHALL BE PROVIDED AT THE INLET TO THE PROPOSED POND AND AT THE END OF THE DISCHARGE PIPE THAT OUTLETS TO THE WETLAND WITHIN 24 HOURS OF PIPE INSTALLATION. 6. PRIOR TO INSTALLATION OF CASTINGS. STORM SEWER INLET SHALL BE PROTECTED BY DRAPING FABRIC OVER THE STRUCTURE AND PLACING A STEEL PLATE ON THE STRUCTURE TO HOLD THE FABRIC IN PLACE (INCIDENTAL). I.......I.......I.......I.......I.......I.......I....... ...... ...... ...... .......I.......I.......I......I • • ' • ' ' ;'; LABELED; STORM ;SEWER . . . t I � � I I EXIS ......: :::::::1:::: 4LFIi2":::::I.:::::::I:::::::j:::::::1:::::::j:::::::1 910 I ::::::::::::::::............. _.- - 2 �9NN ��TA - - ----T-----1----.-T.-..--.7-.-. 1-----r---------,-----r---------,----.. ...-----,---RCP.�0:71;r--. .T._-_7------,-----r----.� T I.......1.......I.......I.......I....... .......I.......I I.. I.... I.. I.......I I.......I.......I.. :I.......I.. I.......I I (CORE DRILI;); l ...... I .... :: ;,6 ::::: ;,,I ; : : : : : �I� ::::: i,!n.::::: �tl r� ::::: ol4 ::::: �I4 ::::: III:::::: �„I'; ::::: olo :::::: 1 :::::::..... :......I ::::'oi/•, tol�.....NIA.'.'nlv'..`°I...... 11,..... -lo.'::'°'I"''.::.001. 0to''::::I:::::::........ ....... ....... :j:....:mj�::..:mj�.. :mj�::..:NIA:: :,'r*,I�: ...ZIL0 ..:a,a::....t't vla::..:�,a: ...,... ., .....,.. ., ......, ., ...., , ... ..,... I......., 900 ::::_.1_.....a,lo,--- �y�'--- o'-1------- �L�---- 1°i--- 01 --- °'Lv'--- �'1� --- L----1-----'-----L----1-----'-----L----1—---'-----L----� —1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 104 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR REV. NO. DATE 8Y DESCRIPTION DESIGNED DRAWN www.ottoassociates.com UNDER MY DIRECT SUPERVISION AND THAT I T A DULY LOTUS WOODS CHECKED P.E.O. T,J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9WestDiv/sionStreet THE STATE OF MINNESOTA. /) � O TTo Buffal8 727313 /S�!^'TO P.E.O. Paul E. Otto SSOCIATES Fax (763)682-3522 C H A N H AS S E N, M N DATE: 5-20-16 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. • 970 ••f • �mf �N 920 910 m shed TEN;O MING0 0 Feet DETAIL A DETAIL B MH-WM i Ex.MH-Son I Rim=935.84—' l / 947.61 IJ— -r Inv-92Z17 10 J O 1 1 PRELIMINARY STREET & STORM SEWER PLAN SHEET NO. 4 OF 11 SHEETS If �ry g u o, J PROJE16-0139 4 k^ I ' op 3 o \ \ \C I O OHE� OHEIl I e,. tlit. d%� _ ex. grove/-9 I I I ti 0 I oielL. /e` �9t/v 70 SS I Py� 8'�._ C — 1 2+00, I h � 8'P `Y ,too N ch �� `� $.�' i 4 81 Cy l ckj ex. bit. d/w I� yoall,h r�LyJ �Qy / O / m} --- �-,i rAT / O tY9i �. a36o 0 0 50 100 Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1, ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5, ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST. 7. SERVICES SHALL BE STUBBED TO 9 FEET BEYOND THE RIGHT OF WAY EXCEPT LOTS 5 & 6. 8. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION, 1"=50'HOR 1" = 10' VIER EXISTING FUTURE CENTERLINE PROFILE 970 PROPOSED FUTURE CENTERLINE PROFILE 970 ... I ....... !:.U:.:.......W..... .......... I! ................. .... . . . . . I. .:. .:. .:. .:. .:. .:. .:. 11I:.:.:.:.::....I . :. :. :. :. . . !.II :....... .I ...:.:.:.:.I.I : ::i ::::::::::::::::::::::: :::::: .:RTA_3+8 29STTBTgmw LSOODS: ............. NIn . . . I 960 94011 93011 92011 91011 -954.52 < \\ i t Feel SCALE: 1"=30' JRecommended Toe -In Method \ t ``�� Set Posts Firmly (Post Shall Be Oak bit-'� \ �, edge of .9572E \\ green treated) \ \ \ w ` l \ \ \ I\ l 1 ` \ or re Fabric per MNDOT ails ex, bit. d� r �y10 \ .s'�� \ \ \ =s:t a? I\ i I �I V1 dl4 \ 4 �0" Stapes.with Colora shall Nails or " 952.65 / - .956.47 / II caP l international Orange 19, m 1 6" Min. Depth -9S4 -^- _,.,� t ,/ --- II asp �.I *5' \ `� \ QA Dig or Disc Trench OB Loy in Fabric & Backfll ^ EROSION CONTROL V ` \ - - - � ;,edge o/ bit._.. \ � - 1 FENCE TYPE 1 t \, � I \ Steel Fence Posts - - - - - - d w h - - - - h shall be used to ex t j0 / \ - .._..._ -�.... y .,«r- I �� - - - - - - - dce ge of � '\ (Woven Wirow e may be E �� \ �� �. ti I \ f \ �.-•g50 � � , '-'��' ,5� �„✓ � ip oJle/ �\ Subsituled for Snow \� �` 0��' 11t \ \ Fence) .r -r$--- ...-�� °--�_ ,1'`. "`• 8 r l �',.r^w ,, Ca952.0 r . \ A-T-944.0-..._...�94 7x=9573AJ O E A \ T-9430-_. _ �1 8-939.0 \. B-g 90 � . LL=�433 y, �/ i�� 9�y 9 \ \ - / j f �� �� y r 1E�I t , \ "� EROSION CONTROL 1 I i 30 ••.. / - _ .. j FENCE -TYPE 2 7 J \ - -, , i-9r+i ° v 944 / A v 1 1 5t r'2.5 �s3 ` I_ G Mh -- s r _ t F e c. Steel Fence Posts 1 1 1 �\ \ Ox 9q?' L l ;s / I I U ?J38 "I'll \.i20� CONSTRU T/ON ✓� �\,' _ \`' T TO 9 -J .-J' �- LO } a rn� SENT/ hpport Snow Fence v - - - 42all be used to i r 1 s �` \ a \ / s� V 1 \ `e l 9A .�--ij,+42 _'- ` \ B- �9A� ."'N.. - ---� �'� I rfaL '(--.- I \ 4` \ (Woven Wire may Lv 4 'FRET. WALLS-f-9.380-•- / ` '--� ✓ """-- ." \ 940 '-"` L-bb� \ \ // be Subsituled for Q 7 �r ie-9 0 \ \ / I .. --.__. - ✓ I \ \ \ 1 Snow Fence) .r Nm, or Strew Mae / 2 \ I /f''` HN109332 �3� _ I 51 / / I i 10 20� 8g \ / I Silt Fence Two tenors onto a oughground. dole G3; f _ - - _ \ F \ C. Sol to 2 e into the roans. O I �\ .' ..•,: •.•: ... Boles to de receeeea 6 below / DUI 36 r.., I V r f - �. J L_ " �V J Q .J groan. ,30 4 2, _ �- _ _ ? .-^ - = _..___ �. �} Drainage and - - - - - - - - - -P - - 94 Bole, ore w de caa with o �� �' j it Easement \ EROSIONCONTROLNon-Degroeobie Moteral. -ex. rock ret-wall � CBMH1 940 FENCE TYPE 3 SE 4 932 Sr Ex. i' - ' 94 \ Ex.MH� SILT FENCE DETAIL Ex. CB Inv=92,3 ex. surmountable-- o'� 0 F F _Rim= 3d.92 �l t •� Rim=930. 61 _ F Inv=927.33- ASS- - SS SS'� SS SS S SS SS Inv-922. 8 ✓"r Y � y� \ W W W e - _ GRADING AND EROSION CONTROL NOTES �ewA W W W W 930 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT \ 4 T LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES \ Ex.C_B I � / TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE -\}\ Rim-9 1 T \ g285 �lnv=�Jn6.g33 I �- /� OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL S Inv 4. Ex.MH - UNDERGROUND UTILITIES, Rim 22.37 \ 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE S \ \ I I I Inv=922.37 \ SS 30 / MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL 1 14CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL \ SS g2 2D EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES �V/ TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS \ 4 S \ /i / / 1 I A / �� /� n A �� T t / ^ /I �{ r OF THIS PERMIT AND AGREES TO ABIDE BY THEM. L<� V L _ U l U L _/ I I \ L- 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY UNLESS OTHERWISE NOTED. � \D• S Tx.A�H/-S n 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 _15"FF9 .Rim=922�551 ' Inv= 22. 0 IN Inv=91380 t --� NS In v=913: 71 `l \ \ BENCHMARK: \ \\ \ TOP NUT HYDRANT LOCATED INTERSECTIONAT THE HILL DRIVE& CARVER BEACH ROAD. ELEVATION = 942.96 POND 1,70 LEIS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED), FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN 10:1. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. PL CL PL 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. 25' 1 25' 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY 14' to Bock 14' to Back OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT Wear Course to be 1/2" Above Edge of Gutter a \09 13 S• BE LIMITED TO THE FOLLOWING: a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) 3.0% 2.0% b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE - / / edge of pond=' - \ \ P'D Ex.15"CMP o \-N.Inv=917.95 t } nv=917.44 4 o B� SI l FILTER FABRIC \I \ \\ \ \\ \ l \ 6 MINIMUM DEPTH 1si�r� +3 1 - 2" WASHED ROCK G�< F'1'Cr �OSN MtN`MUM 16" MINIMUM CUT OFF BERMSITE 20 TO MINIMIZE RUNOFF FROM NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. ROCK CONSTRUCTION ENTRANCE DETAIL USED STA OPES A A HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) °+ 1. c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING 1.5 : 1 CONSTRUCTION MAY BE NECESSARY. 4" Topsoil, Seed LL 1 1 2"-Plant Mixed Bituminous Wearing 9 Course d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS & Mulch or Sod. Type #41WEA50055B OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS Surmountable Tack Coat - 2357 2"-Plant Mixed Bituminous Base Course CLEANED. Concrete Curb Type Q31BB650000B B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD 12"-Closs 5 Aggregate Base, 100% Crushed SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE 24" MNDOT 3149.28 Select REMOVED WITHIN 24 HOURS OF DISCOVERY. Granular Borrow (See Note 7) 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. NOTES 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, 1. Right-of-Woy Required - 50'. 2. Maximum street grade 7.0%. PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST 75% 3. Minimum street grade 0.75%. BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 4. 4.0" Topsoil placed in disturbed areas. 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. season following placement of the bituminous base. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED 7. A test roil of the prepared subgrode shall be performed by the owner TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND in the presence of a city inspector. The city has the authority to require WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE additional subgrode correction or to reduce the requirement of 24" MNDOT A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. Select Granular Borrow to 12" based on the test roll. 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST TYPICAL RESIDENTIAL STREET SECTION-5200 ACTIVITIES THAT FORMED THE STOCKPILE. 14 WOOD CHIPS MAY BE TO ZE S D.L. L NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.ottoassociates.com L,f PROJECTNO: UNDEP.E.O. T.J.B. REGSTEREDMY DIRECT PRO ESSIONALIEION AND THAT I NGIN ER UNDERAM A DULYHE LAWS OF LOTUS WOODS blz"�5�� PRELIMINARY GRADING PLAN TT BWestffaloDivision 51treet (PRIMARY) 16-0139 THE STATE OF MINNESOTA. /I (763)682-4727 CHECKED /��/// Buffalo, MN 55313 P.E.O. Paul E. Otto SSOCIATES Fax:(763)682-3522 CHANHASSEN, MN SHEET NO. 6 OF 11 SHEETS DATE: DATE: 5-20-16 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. 1 \ 1 -wet/and-•-• 8,050 sw \ ,. \ \II,/ / \\o\\ J T.I I \\ i ( 9,32 j �I `, / / / � ,,, � ' .� �• \ gap\ / � `�� l i\ \ 1 �• \ \ \ \\� \ j \\ \ 1 � � \ . - -954,52 460 Feet / �.95,525 \ ( •sssro T \\ � / SCALE: 1"=30' \\ \\ I \ Recommended Toe -In Method Set Posts Firmly (Post Shall Be Oak 1 or green treated) Fabric per MNDOT 3886, Fasten with Lath, Nails or .---- \\ (\ 1 /� l 1 -} jam" , international Color be tional0 Orange �edge bit. dw of bit.-.: .� j ex. /0� t \ �j 1 emu, , v,n,7 11 1 !' .\ g t •eszss �, \ \ 1 y d� \ \ \ 6' Mn. Depth e+_ 00110 1 -�.,,�i9, QA Dig or Disc Trench BQ Loy in Fabric & Bockfill \\ \ } \ 1 1 / �...}.._ { \ _...•!� j r' \ - , I \\ 5 38 l FENCE -CTYPE 1 �� �O \ Steel Fence Posts \ \ shall be used to aZ �, j(/ •"'' Ix/ I `^--- wp. Support Snow Fence 954 -. ( / --- mod, \ (Woven Wire may be •„_- `--•,. J �• II 9 I �°\ '\ Subsituted for Snow V y \ Fence rn -ed9a of bit- � � �' � O" �►� 11 -'� II --'•- I � �. � � � ) ;`•• :, .� ./ .-- � � I \ .•. ..':! • 10 /� r' --- ---- ---- �... Ed a of I 9- I 5¢ / yi _P 4j 10 9pti �. ov�el FENCE - TYPE 2 ,1 h� 1 \ \ EROSION CONTROL 950 --`. ____-��i?�� � rD`� a • \ 0 ' V � WALL r' _� G-952.0 �• "� --"" - \ Steel Fence Posts \ \ 1.-T-944.0-...-...� 48 .'\ f=95T.3 ✓ I trj �,. \ a e \ shall be used to T-$430"�- .,'LL=943.3 -•� I �- 9� 9 \ \ Support Snow Fence B-939. 94 \ s B " (Woven Y Ire may 1(� ✓\ ._.-•� -'--�' i T-9. 0 •24.&_ 61 ,.t '.. w I �� .,>.f' '•i , 1 �� , \ Se b DSIIE tea for 5� I 9 \ \ ...,.. Fen 1 \ 1 Y 30 \ - �) 1.� \ ' `• • - - 944 •„.�-. G=9!15. r. \ N1,%.. \ r r +,: ew or Strov Balsa n V� 1.� 2.5`` 944`'. I I IF=347.� �r`' ^,...... I Silt Fence Two reoors ar',ven enr n bole OX \ - 94 9 l ,: s I I ' ` ` * I �938 5 9 I"',. N a d off:: 20' CONSTRUCTION 1.5' to 2.0' into tea q Duna. 944. .1k42 _9?L I' I `9 4 LO4� vb q pti o� a' a' I \ `�°�='"\`E�ISEMEN� y9°roue. to be recessed 6' below _ 4 B-�` 9 �`"'. .,---I 0 1 I b2 - A s V ``__ Soles ore to be cea slur o �'�RET. WALLS f-9)8.0 '� 0 9 I EROSION CONTROL Non-Degrodoble Material. I I L - I \ \ \ \ \ FENCE - TYPE 3 -.- r •_. p - - - _ 940 I I / \ I 10 20� 9 \ \ / -- 1 s4o - 93B9s _«_ _ I 5 / \ a1 I o - 44 `1 \ I l / L <" ? 1 HWL=933.2 _ - - - _ I / g ag �,t.as RET. WALL o I 7 3 - L °°" �\ j _ _ J I SILT FENCE DETAIL Drainage and \- - - - - - - - - - - w , CB�,t J \ �---••. y s j %lit Easement BMH ) fP> \ 9 34 s3ex. rock rat -wall 4 CBMH1 94-0 ImoGRADING AND EROSION CONTROL NOTES ',...x� � 932�"-•yam � \ 34 Ex.MH-Son o 94 j �� 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN : -Rim=93321 i' �� 0 Ex.MH- '`-`� Ex. CB ex. surmountable F APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 2 -Rim=930.61 Inv=923. /� _Rim=93 92 / 93 &�outter 3 Inv=9221�8 \ / LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES _ Inv=92733- SS SS � EOFZ � - �� SS SS S?t SS SS \ i TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE \ OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL \g vel 93p5S Y W W W -�-- �- _ - - �i- - 1 SPILLWA W �� W W Wxist. w W W W SS S 1 UNDERGROUND UTILITIES. r I , 930 �I 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE T MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL \ O RE.CB I CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL -(Ryim-9 1 In 6T IT EVENTS OF 0.5' OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES S G 92&� 1 W.In v ��4.�� I � Ex.MH - � � TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS S \ I Rim=93396 OF THIS PERMIT AND AGREES TO ABIDE BY THEM. � � SS U, 7 I I Inv=922.37 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY 30 UNLESS OTHERWISE NOTED. \ SS 92 20� I I �� <r I r - 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 �I (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). D S I r1 /�1 �1 /� ^ n /\ / / � T/ / ^ / A �{� /- FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN OG/Iw,,, ' S \ / i _ THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN ryp vY0 V V U U LJ U I V L _ U l :� L _/ 1 \ L_ 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN 10:1. \D• S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR x. H-S n Inv=9"F jrl 922. 1 EE qp I I OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING 2210 N .Inv=91`380 I N571 CONSTRUCTION. 11 -� =913.6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: o. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON \ \ I \ \ COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) \ \ \ I I b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE \ HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING CONSTRUCTION MAY BE NECESSARY. POND\ \ `N `\\ \ d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. edge of pend= \\ \ s 1 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE \ \ ry \ REMOVED WITHIN 24 HOURS OF DISCOVERY. 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. N \ I \-N.Inv=91795 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, SInv=91744 PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED BENCHMARK: TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND P NUT HYDRANT LOCATED WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE TOP THE INTERSECTION A FOX A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. HILL DRIVE & CARVER BEACH 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH ROAD. ELEVATION = 942.96 AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. 14. WOOD CHIPS MAY BE USED TO STABILIZE SLOPES. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY www.ottoassociates.com PROJECT NO: P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF LOTUS WOODS PRELIMINARY GRADING PLAN THE STATE OF MINNESOTA. O 9Walo,est MI Division (SECONDARY) 16-0139 �'O, P TT (763)682-4727313 CHECKED P.E.O. Poul E. Otto SSOCIATES Fax:(763)682-3522 CHANHASSEN, MN DATE: DATE: 5-20-16 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 7 OF 11 SHEETS 1 u Ak :.:y �? 20 mV" r\ k �'Fi.. ... _. POND edge of pond 7 71 2 SLO '5r S A w a. , e EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (721w.) 0 30 60 Feel Number Type Size Condition 1 boxelder 15 fair -poor 2 maple 26 fair -poor 4 basswood 30 good 5 ash 8 fair 6 maple 10 good 7 boxelder 8 good 8 maple 10 good 9 butternut 16 fair -good 10 boxelder 10 good 11 bllocust 10 poor 12 basswood 10 good 13 basswood 10 good 14 basswood 12 fair 15 ash 8 fair 16 basswood 10 good 17 basswood 8 fair 18 basswood 12 fair 19 basswood 8 poor 20 ash 14 good 21 basswood 10 22 basswood 14 good 23 ash 10 good 24 basswood 10 poor 25 ash 16 good 26 basswood 10 good 27 ash 14 good 28 ash 12 good 30 ash 8 good 32 red oak 28 good 33 ash 12 good 34 maple 18 35 4 36 —maple maple 4 38 basswood 16 good 39 basswood 16 good 40 basswood 10 fair 41 basswood 10 fair 42 maple 16 good 43 ash 12 good 44 ash 16 good 47 ash 14 good 50 maple 24 poor 51 ash 14 good 52 basswood 12 good 63 ash 12 good 64 boxelder 14 good 65 boxelder 20 fair 69 ash 10 good 71 basswood 24 fair 77 elm 12 83 red oak 36 dead 87 maple 12 fair 88 maple 14 good 97 maple 12 fair 98 1 basswood 1 24 fair 99 —maple 36 poor 1116 oak 24 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T.J.B.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE TE LAWS OF THE STATE OF MINNESOTA. n _�D� www.ottoassociates.com 9WestDivisionStreet O Buffalo, MN 55313 TT (763)682-4727 QSSOCIATES Fax .(763)682-3522 Engineers & Land Surveyors, Inc. OTUS WOODS CHANHASSEN, MN EXISTING TREE INVENTORY PROJECTNO: _ Poul E. Otto DATE: 5-20-16 LICENSE NO. 40062 SHEET NO. 8 OF 11 SHEETS DATE: \ t y[o \ o / g26 20 \ r i POND edge of pond I X' L IAinnr�^ V V v vV(J[J� L- — — — iri— \'.y A �r l nTI I,^ OL VD. / A L _/—I (\ L_ 0 30 60 Feet DENOTES TREES TO BE REMOVED DURING PRIMARY CONSTRUCTION REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.ottoassociates.com PROJECTNO. UNDER DIRECT SUPERVISION AND THAT I A DULY LOTUS WOODS TREE INVENTORY P.E.O. T,J.B. REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF 9 West Division Street THE STATE OF MINNESOTA. /� TTo Buffalo, MN55313 (AFTER PRIMARY CONSTRUCTION) 16-0139 CHECKED (763)682-4727 P.E.O. Pout E. Otto QSSOCIATES Fax: (763)682-3522 CHANHASSEN, MN DATE.- DATE: 5-20- I6 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 9 OF 11 SHEETS I\ I ` I \ \ �49 _ _ \ \ ex_gro;z yea lr \ o I 926 2000 °�. r J \ i \ POND edge o/ pond L 1 I n^ V V A `r l /1 TI I 9qi� O t. \ b ` \ a gcl Fge 1 90 \ \ \ t '9$4 \\ / A /< - /-- L -/—I / \ L_ 0 30 60 Feet DENOTES TREES TO BE REMOVED DURING SECONDARY CONSTRUCTION EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (727.) MINIMUM CANOPY COVERAGE ALLOWED = 24,561 S.F. (4675) EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDARY CONSTRUCTION) = 7,435 S.F. (12%) CANOPY AREA REQUIRED = 17,226 S.F. REFORESTATION REQUIRED = 17,226 S.F. X 1.2 = 20,671 S.F. REQUIRED PLANTING (20,671 S.F. / 1089) = 19 TREES REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HLHEBY ULKIIFY IHAI IHIS PLAN WAb rKtrAKLU UY Mt UK UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY www.ottoassociates.com PRO✓ECTNO: TREE INVENTORY West Division Street P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF LOTUS WOODS THE STATE OF MINNESOTA. �I �D B CHECKED Buffalo, MN55313 (AFTER SECONDARY CONSTRUCTION) 16-0139 TTo (763)6824727 P.E.O. Paul E. Otto SSOCIATES Fax .(763)682-3522 CHANHASSEN, MN DATE: DATE: 5-20-16 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 10 OF 11 SHEETS \ _ wet/and - ` 8, 050SF - / \ J 947, 32 \ p f a� i c `956 \ d 1 REV. NO. I DATE I BY Nr. 926 \ 20 \ \ 7 I\ POND \edge of pond— ...�' \\ a\ \ V vvUJ L ' 1 IA V V V DESIGNED DRAWN I HLKLtJY CLKIIFY IHAI IHIJ FLAN WAJ r'Ktl'AKLU t37 Mt UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY P•E.0. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED _1 P.E.O. Pmil F. Otter LICENSE NO. 40062 DATE: www.ottoassociates.com TTo 9 West Division Street Buffalo, MN 55313 (763)6824727 SSOCIATES Fax:(763)682-3522 & Land Surveyors, Inc. Ad \ 0 30 60 Feet CF DENOTES STOP SIGN + DENOTES STREET SIGN ❑ DENOTES PARK SIGN SF SF — DENOTES SILT FENCE TPF TPF— DENOTES TREE PRESERVATION FENCE .. ` DENOTES EX/STING TREES AFTER r } CONSTRUCTION 0 DENOTES TREES TO BE PLANTED (20 REQUIRED) 0 DENOTES TREES TO BE PLANTED AFTER HOME CONSTRUCTION FOR TREE SIZE & SPECIES REQUIREMENTS REFER SF F STOP SIGN 1 ✓ TO THE CITY OF CHANHASSEN CODE OF ORDINANCE }` CHAPTER 18, ARTICLE III DESIGN STANDARDS, SECTION STREET SIGQi BL VD. 18-61 LANDSCAPING & TREE PRESERVATION REQUIREMENTS l 14 L / A /,,' /_- L _/-1 / \ L_ EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (727.) MINIMUM CANOPY COVERAGE ALLOWED = 24,661 S.F. (46%) EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDARY CONSTRUCTION) = 7,435 S.F. (127.) CANOPY AREA REQUIRED = 17,226 S.F. REFORESTATION REQUIRED = 17,226 S.F. X 1.2 = 20,671 S.F. REQUIRED PLANTING (20,671 S.F. / 1089) = 19 TREES LOTUS WOODS CHANHASSEN, MN TREE PLANTING & SIGNAGE PLAN SHEET NO. 11 OF 11 SHEETS PROJECTNO: 16-0139 PRELIMINARY PLAT OF LOTUS WOODS Intersection of the centerlines / of Fern Road and Lakeview / Drive per the plot of CARVER BEACH AT LONG LAKE � 8N Qo C O � c � CO 0 20 40 y to Feet N Centerline of Fox Hill Drive..,...' (F.K.A. FernRood) --.----...-. _.._. ,_,._.._. .. \ TOTAL PLAT AREA = 45,341.08 S.F. (1.04 ACRES) y v w — — — ,edge o1 bit. _ � � \ 1 � � 957 27 � � � s `2 b bit. d/w l ;' ° > U Nex. N — — ��A 956.47 rr /f dm ��IRcMo n° o _ J'J,— =b 50 ti 3 '� w �• -,,, ---.. - .-S. line of ?Sec. 1, I , ..,. JQN ALAN LANG T. 116, R. 23 / 9Sq 1 �,.,, "--- .�M1 J/ t. 640'6A(tVER BEACH RD I C3 G \ "--- .._,._.._ -^"- ._ _.s e--/. •.,. CHANHASM N 55317 % / 0 � N, r % S69103'20E 927t mess. S89 3/ 29 £ 9501 deed 3157 1� j -..._J 530.06 l �--------------------- -.---- -- -------------------- bit. d/w 157.43 -- 5012 _._ - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 289 93 _ to r ex \V v v — 5 5I — 10 ° 0"� EGravel� i W _._ n _N-..line-ef 3€c.- 12, - �.� I 1 I 50 C PHILIP M HANSON REV TRUSP \ Z wi Z \ \4d --_._ -,.. „_ .-- — -..., ___,-.._.... -..._ �� I I I -^-- �~ �„... ._-- "__ ' I Q \ \•\ \ \ \ \\ ` 621 CARVER BEACH RD CHANHASSEN, MN 55317 v _ _ _ ___. I l� • a v s46 Area 27998.fY2 S Fs p '�40 to i) V '� m \ _ I AoR f7 433.06 S. F. v� J I t 0 3 �'` \ 94 _ s�. I _.- L_ —--- _ 1 { M 0 o i �.,...N _1394 J I ( (1 0 ''. - _ -O _ I I I P I IQ w Q \ 942 9 % _- N�in'OreinaQe Ond Utility EosemWrrt- I �-- ._ ..J i 10 �5 I 2� U 2 g., 20 940_ --- IDu 001. � ex. rock ret-wo/l�� o ice. __ ___ - --`� �,. \�- — — — — — — — — — — — — — m m 1. -� .,.. �_ - - - _____ -` __ - S Drainage and 32.57 < �- _ - - y Easement t __ �..� _ ._.._ j �Ulilil -� NB9'0329"W 934t meas. N893129"W 965i• d / z-m S C N890329"W I o ._ '" `� _• ; •- 30.46 ' - �• ; '- d=T820=!?1,63 = � �_ti t / -�— _ l S8978'09"W 1 C 11 5 �— �o o \ / _ 57,.28• L_ 119-25W 4 C.Brg.=N86'S5'50"W _ - \'� \ 329" 5 .12 - —� = 1 1 e0 N 0 0 0 J N215848"W� _ �15 C.Br9 -S$ _ \ N —� - Z ^ F \ 17. 09'�.. ""� C s83.29 -_ 1 ��` - "� N0301 32"W MATTHEW & LISA A KO£PPEN i c' n < A \ ` d=11'15'S8 L-172.05 R=875.00 \� BIG WOODS BLVD-­ \ _PS_ -. `- -6.27 CHAN N, MN 55-117"' y A --- £x. MH-Son Rim=93321 �'� C.-171.77 C.Brg.=lk88-47'49"W -' cn p _ _ Ex.MH-San A 111 Ex. CB ex. surmountable -- < \ In ' & utter :� 3 Rim=938.92,, -Rim 927JJ1 SS SS g SS --\ sti SS SS SS ss z SS ��— lnv=922.88 ' - - / lnv=92733 -{ SS SS SS SS � SS - S'= /n n n —, ss ss ss s , Y Y U . .-'` / I / Fl SS S �. vet d/\ / w V — W \ w w w w v l� f _ 'n — Lj L . V (J . o SS _ w w w w w w w w w w w w -W w "' w W Exist. wm w W W �1 . � Ri -Rim= 930.15 9 In v= 924. N..3 L _ _ SAMUEL R & NANCY L COTE \ f \ 597 BIG WOODS BL VD I ✓EFFREY R NOWAK & JENNIFER BUTENHOFF30 CHANHASSEN, MN 55317 581 BIG WOODS BL VD JOHN C PENHOCLOW CHANHASSEN, MN 55317 MICHAEL N SWEET 565 BIG WOODS BLVD I 549 BIG WOODS BLVD ,.� CHANHASSEN, MN 55317 CHANHASSEN, MN 55317 20 \ Y \ L , l l 7 I V V L/ L/ LJ �: l�' / V L _ L/ / lJ .� I L _ / I / I I I Vicinity Map ; Not to Scale . x MH� on Riri7.=922.51 S NWInv=91380\ PROPERTY DESCRIPTION: ,yt ' NSlnv=91371 Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plat thereof r AND a That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: LEGEND 1012 — denotes Existing Contour DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Beginning of a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds 1012.00X denotes Existing Spot Elevation East, from the point formed by the intersection of the center lines of Fern Rood and Lakeview Drive, as designated and delineated on the 5 Mop of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for b o- denotes Power Pole I I said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and .; OHE — denotes Overhead Electric Line F�5 along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction — — — — — — J �- — — — — — — along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is w denotes watermain projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; °"1°igrner SS —denotes Sanitary Sewer Line thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 6, St —denotes Storm Sewer Line Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. denotes Water Valve BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, w� rn yw denotes Hydront AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 10 FEET IN That lies Westerly of a line described as follows: y denotes Light Pole WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT. Commencing of a point in the center line of Lakeview Drive, distant 243.518 feet on a bearing of South 22 degrees 21 minutes 40 seconds denotes Building Setback Line East, from the point formed by the intersection of the center lines of Fern Rood and Lakeview Drive, as designated and delineated on the v Front = 30' Map of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for `�T said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said +� Side = 10' Rear 30' Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 = seconds East to a point 100.00 feet at right angles from the South Line of said Section 1, and said line there terminating. J �w U L.L U Cn W U o CV O U r J °6 f N O • � W I LO ^I L J 0 h 914 \ �7� '/ V l delineated \ wetland- -y 8, 050 -SF- ex. gro Nav, Z N. In v= 926.93 S W Inv=924.03 S \ C C sg \ s 30 SS 20 Opo O ss .77"\ s RD. = 22.9D —Rim=92. Inv NW.In v=: 1 NS.In v= c POND \\ \ \ \ edge o/ pond—...i' \\ \ -O- II 7 Ex. 15"CMP N.Inv=91795 SInv=91744 L V V t xist. wm W \\\ C \\\\ \\\ \ 1 � — \ garage \Pt \ 9 \ 0 u, m um� QWa \ '\ y W W I W W SS —O — s �r l /1 TI I Ex. MH Rim =933.95 Inv=922.37 / Ar- L _/-I 0 30 60 Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1. ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS AS NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST. 7. SERVICES SHALL BE STUBBED TO 9 FEET BEYOND THE RIGHT OF WAY EXCEPT LOTS 5 & 6. 8. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION, REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR w"-ottoassociates.com PROJECTNO: 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD P.E.O. TUNDER RE DIRECT SUPERVISION AND THAT AMA DULY LOTUS WOODS .J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9West DivisionStreet PRELIMINARY UTILITY PLAN THE STATE OF MINNESOTA. /I TTO (763)682 MN27313 16-0139 CHECKED /� r// P.E.O. Paul E. Otto Q SOCIATES Fax.(763)682-3522 CHANHASSEN, MN DATE: DATE: 10-24-17 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 2 OF 11 SHEETS 5-20-16 delineoted wetlond- - 8,05 ,SF- / / / / / / / / 0 30 60 Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 PL CL PL L14 4" Topsoil, Seed N & Mulch or Sod. Surmountable Concrete Curb 25' 1 25' 14' to Back 1 14' to Bock Wear Course to be 1/2" Above Edge of Gutter 1 1 1 3.0% 2.0% 1.5 : 1 1 1/2"-Plant Mixed Bituminous Wearing Course Type #41WEA50055B Tack Coat - 2357 2"-Plant Mixed Bituminous Base Course Type #318BB50000B 12"-Class 5 Aggregate Bose, 100% Crushed 24" MNDOT 3149.2E Select Granular Borrow (See Note 7) NOTES 1. Right-of-Woy Required - 50'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrode shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrode correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based on the test roll. TYPICAL RESIDENTIAL STREET SECTION-5200 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T.J.B. CHECKED P,E.O. I HEREBY CERTIFY IHAT THI5 PLAN WA5 PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT A DULY REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. n '�'�/ www.ottoassociates.com 9WestDivisionStreet 763)682--4N27313 TTo (Buffalo, M5 Q SOCIATES Fax:(763)682-3522 Engineers & Land Surveyors, Inc. LOTUS WOODS CHANHASSEN, MN PRELIMINARY STREET PLAN PROJECTNO: 16-0139 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD Paul E. Otto DATE: 10-24-17 LICENSE NO. 40062 SHEET NO. 3 OF 11 SHEETS DATE: 5-ZO-1G LOTUS TRAIL i� Zoo qua If ex. �_ OFIf _ I c -a I I 0 ex. bit. d/W ¢o V)° D h I / t'.F u I o€ EO ex. grovel1w _ � a m 2+p0 lop w _ i N O 'C / 6 Jy r° 0-1 m 3+00 0 FUTURE STREET EXTENSI s sm�=zaac� j ko� \ y o' ro \ _C� C 2 1 5P N v � ,. -co � C.,SEE DETAIL A BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1. ALL STORM SEWER SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED. 2. INSTALL WIMCO INLET PROTECTION (OR APPROVED EOUALI IN ALL CURB INLET STRUCTURES. OONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL INLET PROTECTION OVER THE LIFE OF THE CONTRACT AT NO ADDITIONAL COST. 3.INSTALL 2 STRIPS OF SOD BEHIND BACK OF CURB AFTER PRIVATE UTILITY INSTALLATION. 4• INSTALL 4" PERFORATED DRAIN TILE BEHIND ALL CURB ACCORDING TO DETAIL. CONNECT DRAINTILE TO CB1 & CBMH1. 5. RIPRAP & FILTER FABRIC SHALL BE PROVIDED AT THE INLET TO THE PROPOSED POND AND AT THE END OF THE DISCHARGE PIPE THAT OUTLETS TO THE WETLAND WITHIN 24 HOURS OF PIPE INSTALLATION. 6. PRIOR TO INSTALLATION OF CASTINGS, STORM SEWER INLET SHALL BE PROTECTED BY DRAPING FABRIC OVER THE STRUCTURE AND PLACING A STEEL PLATE ON THE STRUCTURE TO HOLD THE FABRIC IN PLACE (INCIDENTAL). 990 990 950 940 930 E?zj 910 P1018i .� . ^1 1, i 41 _' of of �28i LF 12" ., II ; III Ij It RC p ® 0.50% ' DETAIL A 11 ��°� �� �WQ o li a 950 ---- 4 _� t� 4i g _,t2 - -- -� -1� --__' - „_ __ - .. __ _-e � L W to u _ j PROPO ED FUTURE CENTERLINE PROFILE--" 940 _CONNECT TO EXIST, "` ` EXISTjG FUTURE CENTERLINE ROFILE I r i j _%T GB (CORE DRILL)- - - 4 r r € ! �, c 3.00% o PROPOSED CENTERLINE PROFILE i m rn ETAI B j o I I EXISTINGCENTERLINE; PROFILE-- t O III _ 930 - -_. STRUCTURE SCHE ULE DETAIL A I W w� STRUCTURE NO. SIZEASTING BUILD CB1 24X36 NE AH R-306 -V 6,36 - __-CBMH1 CBMH2 48o ! NEE AH R-4341 4.00' MH1 48e NEE I AH R-1642' 4.531 Z I . HARD :PVC ..... c) i920 f I a — - - - - _ o --4- - I - ------ - -'��- - o T ° o I I NN i.: p • LABELED STORM SEWER O: 100 LF 12 RCP ® 2.�4% - 2 ° Z 22 910 02 / --�-r— } _ _ -- -------- •-y- _ -- - 3 14 LF 1�- RCP 0 1.00%-•`' �} "� .� et n€O O ^ '")iv. WIO. to'^ o)i� cV 0 �i� I O O ap;op h e N of Of od n co et h "�I�1 e co tol�o � h h� v u v v v v v v 900 m:rn 01 01ip 0),0). (bio) 0)ia) 0) 0) q a) O)ia) 0),0) O1d0) i € Feet DETAIL A 4, 4 -5+12 DETAIL B O u �A 0 0 o O7r '77 Y RVER ACH S5 o CA _e a of bit—. q y44V Ex.MH-Son o Ex.MH WM i Rim=935.84 —Ri g47.61 11_ -r Inv=92717 \ o0 / L> io / o0 < i qk 11_ ` 1 J / / / - r REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR wwwottoassociates.com PRELIMINARY STREET & PROJECTNO: 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD PUNDER DIRECT SUPERVISION AND THAT I A DULY LOTUS WOODS ,E.O. T.J.B. REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF gWest Division Street THE STATE OF MINNESOTA. /j TTo Buffalo, MN55313 STORM SEWER PLAN 16-0139 CHECKED (763)682-4727 P.E.O. Paul E. Otto SSOCIATES Fax.(763)682-3522 CHANHASSEN, MN DATE: DATE: 10-24-17 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 4 OF 11 SHEETS 5-20-16 �3 1 u� 06 (5�I ex. grovel 1w _ 1 I 130 O 1 6 QYE ® OHE O - 00i ex. bit. d/w i —�nc� 4 I �n .F of�L m m o ry� � tv � v H �'oti / 4 0k �{ / 0 u / i I a I \ L; a 0 61 ' / e s 3+00— 4 s*a DRIB`900 CV...� y 2 h 0 J 0 50 100 NEI Feet BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 II / / NOTES: / 1. ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE / IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED, MEGALUGS SHALL BE COMPATIBLE / WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK / OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE / SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 6" PVC SDR 26 AND / SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH / 1" CORP. 5. ALL HYDRANT LEADS SHALL BE 6" DIP CLASS 52. 6. CONTRACTOR SHALL INSTALL HYDRANT EXTENSIONS / AS NECESSARY WHERE WM HAS BEEN LOWERED TO AVOID CONFLICT WITH OTHER UTILITIES. EXTENSIONS / SHALL BE CONSIDERED INCIDENTAL TO HYDRANT COST, 7. SERVICES SHALL BE STUBBED TO 9 FEET BEYOND THE / RIGHT OF WAY EXCEPT LOTS 5 & 6. 8. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. / Nally VI911l1 • i1 Mill • m1 • t1 91011 V1114I1 Lo 95110 \ Feet SCALE: 1"=30' \A Recommended Toe -in Method Set Posts Firmly (Post Shall 8eOak green treated) Fabric per wmVOTJn86. \ n�v,n^mn^sv, v o|o,o�uxo� oo|Orange ~~~\ �-'6,Mix.Dcnth Dig o,Disc Trench @ Loy ioFabric &Bocxfi|| an EROSION CONTROL FENCE TYPE 1 `ex. bit. d1w In Steel Fence Posts snu//beused tv Support Snow Fence (Woven Wine may be `^^ \ 3u�nko�eu/o,S^o* `LO C-K 0\ Fence) 944( EROSION CONTROL G=945.2 FENCE TYPE 2 ���e|rrxcrPv��� IN CONSTRUCITION 938,5 e Shall be \ `^ Support Snow Fence ",4 (Woven Wire may 0� be Subsituted for Snow Fence) 1 H,, or Straw Raise G|�reo�e /wo'e»on�u'~oopw000m,w �mzv/^w�m, o Bales to V ` ~�--- �»� mo/sare m»wtied With o EROSION CONTROL Non-Degrod"����l. —ex. rock ret—wall SILT FENCE DETAIL GRADING AND EROSION CONTROL NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UT0D[5 ARE SHOWN IN AN WM ---_--_ _-_ APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT --------_ ---- LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES | `-`-``` Y3� ` / � � -`. °p _------- � � ---- � � ---' � TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES 0m|Cx MIGHT DE 'dv ' --T—``-` -'-� | ```` ' ��� � � --- --_ � _-_ � � � �_ OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PR[5[RY[ ANY AND ALL »zv�� � -` -`���� . / / SS �/� UNDERGROUND UTILITIES. ~� \ | R�i=9JJ95 � � m����7 ~~ � 2� CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE SC � / / \ � MpCA NpDES PHASE || PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONDUCT WEEKLY EROSION CONTROL |m3P[C�VwSINSPECTIONS AFTER 24 HOUR RAINFALL \''~ 'Y " . ` r6/� / | �- `./ �/- �� EVENTS OF 0.5 OR MORE AND M4|mTA|m INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES ~� ��/ � TAKEN. 8Y BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS / | � ' \/ \ 1 A///-\//`\/--�/-� ' //^\A / / //-\-7—/ //-` / /1 /<,/'/-- 0FTHIS PERMIT AND AGREES TOABIDE BYTHEM. -- /-~� -- ^~�� \ L,,/\7 / KK\ /\�/ /``^, \ //\/ /_ \ | /�_/ / /--\/\/__ 3.ALL SILT FENCE SHALL 8[INSTALLED PRIOR TOANY GRA0N8ACT|\4TY | UNLESS OTHERWISE NOTED. Ex _/5 FE__ _ � __ / . � 4`_ALL DISTURBED AREAS SHALL BE STABILIZED NTH MN/DOT SEED MIXTURE 250 � �v delineated , � wet/and- 8,050 -V- \ \ \ \956 ' \r � It E -954,52 Feet / •955,25 v ��/ j SCALE: 1"=30' �� fii / / _- j • 4S5 tC. 1\\ �` t li \ � 7 '.. Recommended Toe -In Method Set Posts Firmly (Post Shall Be Oak \\ tr or green treated) It j+' 1� +t Fabric per MNDOT 3886, Fasten \\ with Loth, Noils or 4 -0- Staples. Color sholl be international Orange 1 � f 1 edge of bi t 1 V A ex, bit. d/w _ 6` w xss.e, \ es;..s.� 11 00c dl \ L 6" Min. Depth l / }. +k-,- A � �A Dig or Disc Trench 8� Loy in Fabric & BOCk(ill 7 � 6 \ EROSION CONTROL A t 1 Steel Fence PostsFENCE TYPE 1 Ax / ni a n shall be used to Support Snow Fence uo "`-- '.^ "� _ � II II a ti (Woven Wire may be \ --RET. WALL --_. �s� .--�- t- r' . _, ��. .�_ . Y,_.. r / � \ �ry1 ._. � �-..- d for Snow �v----- W / f II II V rn Fence) -edge o/ bit.- -.� �... ubsrtule hh -------- --- .w- t '�`.. 94A' Edge o /r... i \ q-� 5 gAB� EROSION CONTROL 949. - �O CK /'� �° _._.:%� 06 Ake gAA� I ti FENCE - TYPE 2 ( 0 �`--4R -'' - �{ i �„`. �...�.. v �' Steel Fence Posts - ` \ 94 _ �o I ' , v gq?ge shall be used to p 0p J ;-}.- _ _. - r - rn Support Snow Fence '_` ./' > I" 946. _ -�'� 1 (Woven Wire may u. �c ' � 9p ` t. A '..i--A. � � e S itul for SnowFence)_r .tom , A_,r "h Q-ie5.2�� V t° \ Mov or Straw Bolas • `I t� p y�. .- Droino a and..-�: - +�' 1rI .r -' 94\ / I / ` g Tror 4,47 I \ ! 1 I Silt Fence Two rebors drive. through bob g. �__ 4 --.✓ r".�Jtil ly-Easem`�M--t1� F' 9 ls' to 2.0' into the round. \\ 948 - \ / LLs938.3., a o 20' CONSTRUI TION g. Bales to be recessed 6 below m 1= \-'4 L_ t t 1 ie+r LO 1, k rn ��� SEMENT / O - �r, 05 Lf� / �+ ; ;.•.; ..: ' - '^ I I 9 "^ 4 \ Bales are lox tied with o L I \ m \ 9. A _ 14 - -` sue_` B-934.0 ., l-` \. yk - I \ EROSION CONTROL Non -Degradable Material. II _ I ° FENCE - TYPE 3 1 1 / :-RET, WAf� '• �. v=9330 I -y I O j \ i \ \ �...-RET. WALL - - '• _ - 1 �35 $1 10 1.30 0 20 944 \ \ \ `J l/ v 2 4 1- �f=-_------ - _ --_ SILT FENCE DETAIL ' "' ' ` _ _ _ _ _HW_L _93487 _ 11.- ,84 V 1 � ^ zz RE WALL r-� I `�.` ,•. `1 g_ _ _ _ _ _ - .=. c. ._ M, - 940 sad \ \ `ex. rock ret-won \ �x-934.9 EOF 934 - - ---------------- GRADING AND EROSION CONTROL NOTES r -= s--- -� 3 MHO Ez.MH-Son - 938 I �� _� 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN Rim= 933.21-' SF, Ex. CB ex. surmountable F REx. MH im=9 �_ APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT In 923,97 _Rim= 93 .92 \ �,•y2 Rim=930.61 i''F _ &_gutter �r - In 8 ,,- LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES nv=92733- I '- - J .,� l �'-�- SS' SS SS S� SS g5 � 1 TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE SS �^ OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL r' -ex. grovel w W yy \ yy _ o SS t __- W W W W Wxist. w W W W SS UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE 1 MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL .1 T w� �- \ 0q, IJInv=8.33 I MEASURES W I CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL _ T � y EVENTS OF O S" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE S Inv= 4. I Ex.MH - � � TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS \ Rim=933.96 OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 30 7 I I I I Inv=822.37 \ \ 3. ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY UNLESS OTHERWISE NOTED. \ A S o2t 20 I z ii �/ _r 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 S ( I I �I (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). O� S / / 1 I A A / ( T I I ^ ( /j ��/ r FERTILIZER SHALL BE 24/12/24. THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN OG,^. S \ /� THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN L i (/ U U l� U l V L _ :� ( U L _/ 1 % \ L- 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN o. _ -/ . S 10:1. EX.MH-SnS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR 1 �lnv=922.P0 NInv=91`380 I I I OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING NSInv =913:71 CONSTRUCTION. 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. 1 T THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION \ g CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY \ \ OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: i a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE i \ I HEIGHT OF THE SILT FENCE. WITHIN 72 HOURS c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING CONSTRUCTION MAY BE NECESSARY. POND \ , \ d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS `o \ \ CLEANED. N edge o/ pond- � , � � � � g. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE N REMOVED WITHIN 24 HOURS OF DISCOVERY. 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND l Ex.15"CUP SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY. \ \ N.Inv=917.95 \I \ o \\ \ 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, \ S.Inv=91744 PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. STORAGE AND DISPOSAL OF OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED BENCHMARK: TO A DEFINED AREA OF THE SITE. & CLEARLY LABLED AS SUCH. RUNOFF MUST BE CONTAINED AND TOP NUT HYDRANT LOCATED WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE AT THE INTERSECTION OF FOX A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. HILL DRIVE &CARVER BEACH 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH ROAD. ELEVATION = 942.96 AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. 14. WOOD CHIPS MAY BE USED TO STABILIZE SLOPES. REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.ottoassociates.com UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY PRELIMINARY GRADING PLAN PROJECT NO: 1 10-24-17 T.JB. UPDATE PROPOSED ROAD P•E.0. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF LOTUS WOODS TTo 9 WestBuffalo, Street (SECONDARY) 16-0139 THE STATE OF MINNESOTA. /I (763)682 727313 CHECKED P.E.0. Poul E. Otto SSOCIATES Fax (763)682-3522 C HAN HASS E N , M N DATE.' DATE: 10-24-17 LICENSE N0. 40062 Engineers &Land Surveyors, Inc. SHEET NO. 7 OF 11 SHEETS 5-20-16 30 60 Feet Number Type Size Condition 1 boxelder 15 fair -poor 2 maple 26 fair -poor 4 basswood 30 good 5 ash 8 fair 6 maple 10 good 7 boxelder 8 good 8 maple 10 good 9 butternut 16 fair -good 10 boxelder 10 good 11 bllocust 10 poor 12 basswood 10 good 13 basswood 10 good 14 basswood 12 fair 15 ash 8 fair 16 basswood 10 good 17 basswood 8 fair 18 basswood 12 fair 19 basswood 8 poor 20 ash 14 good 21 basswood 10 22 basswood 14 good 23 ash 10 good 24 basswood 10 poor 25 ash 16 good 26 basswood 10 good 27 ash 14 good 28 ash 12 good 30 ash 8 good 32 red oak 28 good 33 ash 12 aood 34 maple 18 35 maple 4 36 maple 4 38 basswood 16 good 39 basswood 16 good 40 basswood 10 fair 41 basswood 10 fair 42 maple 16 good 43 ash 12 good 44 ash 16 good 47 ash 14 good 50 maple 24 poor 51 ash 14 good 52 basswood 12 good 63 ash 12 good 64 boxelder 14 good 65 boxelder 20 fair 69 ash 10 good 71 basswood 24 fair 77 elm 12 83 red oak 36 dead 87 maple 12 fair 88 maple 14 good 97 maple 12 fair 98 basswood 24 fair 99 maple 36 poor 1116 oak 24 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T.J.B. CHECKED P.E.O. HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I A DULY REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /I �DBuffalo, www.ottoassociates.com 9 West Division Street TT o (763)682-472755313 QSOCiATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. LOTUS WOODS C HAN HAS S E N , M N EXISTING TREE INVENTORY PROJECT NO. 16-0139 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD Poul E. Otto DATE: 10-24-17 LICENSE NO. 40062 CC A,V, CJ p SHEET O• OF 11 SHEETS DATE. 5-20-16 delinewetlandated -... 8,05n �5a- -.._� r f 9�� o\/ •s+Ts2 ��"..\ �� \ 956 Ile l - -955,10 \ ,edge of bit l \ � \ pit. dew ex. ��0 952.63 \ 01151 � .,_ �i� 0►4 \ 501 v \ •` :-edge of bit.- Ln Is II —`J �947.5✓ j I 1 i 3 Edge \Y\ o\f�N 70 Ge/0 C�18 �,�5� 950.� t LLf�432 \\ eG=949.0 —40 64 2_.£A Sw 83 I 1 g p 98 — - % 17 3 3"100 4 97 724 5 3 4 302 J 9G5522942 gA2LL-938.5 ___J 34 \ iI \ \I j \\ \ �_ J rn \ \ LO 87 / \ 2 , 1 1 \ .- 940 2 "- - - 5 I �0 -- 9 44 - _ \ �' ' 42 \ 940 3�2� - wo I w x�34.9 EOF 4 ,T "- 9-----� -� .za Z ��,.. hex. surmountable— � -" p \ \ — -i / .�% g2 / R✓ I V gutter N ` r l _9 WOODS - - - - \ BL VD. - 93r I \ � I I g26 \ 20 00 �.. \� %lip IAi�nF^ �n / I / /1TI I{�� o WO } — .. \ - L , l \ 2 I V V L/ lJ L/ �. I lJ / V I L _ lJ / lJ .� I L _ /-I / \ L _ _00 ''RD. C \ N POND edge o/ pond- REV NO. DATE BY I DESCRIPTION 1 110-24-171 T.J.B. I UPDATE PROPOSED ROAD DESIGNED DRAWN P.E.O. T.J.B. CHECKED P.E.O. JNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Pout E. Otto DATE: 10-24-17 LICENSE NO. 40062 www.ottoessociates.com TTo 9 West Division Street Buffalo, MN553f3 (763)682-4727 SSOCIATES Fax: (763)682,3522 & Land Surveyors, Inc. LOTUS WOODS CHANHASSEN, MN 0 30 60 Feet DENOTES TREES TO BE REMOVED DURING PRIMARY CONSTRUCTION TREE INVENTORY (AFTER PRIMARY CONSTRUCTION) SHEET NO. 9 OF 11 SHEETS PROJECTNO: 16-0139 DATE: 5-20-16 �' delineated "�. - 'v �j\ / — — — Wet/ond p , ,05 asp I l j I t r i 1 — � l _ � ,edge �\ 1 ex. bit. d" of bit * szr3 \, 9494i + g y 47�` A 11 i on° \ (t yp 501 t 11 ti 4 � I II ,� 'QQ \ \ �D — a = ---- -- I ------ ---- — ---- 9^bb Edge ex it d w v� ,o 940 VO 1 G-9`�9.0 949�5G64� t S .5 8 9 f 6� - fi5 pA .� r TF=950.0 r _ 4D `6 3 LL-941.0`" �.rs a .�_ ___ _-•-- - - 23.--"' tj 32 - lV ` \ _ _ _ � — - &��� -- .o - - - • I i `v a v v 9a�"o9e ` 14 , __ �. -- _. - ✓� 9b -_ g4 17 --3 2 r: 19. 77 30 -. --'��� 24 t 4 i� w .. ,. � fix- 69 G=995.� 5 -J -,._ H2 34 TF 947.5 = 15 ►0 -_ .. ,- .._ 6 _ cldL=938.5 1- .9 AV A -�r._ \ . _J V=933.0 _ - a \ 67 - _ __ - �- 0 ,� \ ' 5 50_a \ y 41 \ - r7G� 2 _ x ` - - 38 yio 91`l. I ,I \ \ ` _ hlWi=934.87 933'- . 4-40 _- o w_.WOMEN - - %' 934 - - 4 -ex. rock ref-woll x�34.9 EOF SE 936 ~ �. � R ex. surmountable- _ ,,/ F ' V I &gut ter WOODS�___�\ o B'L y n V QQ ,, A L � / ryp'wpp \ L l \ 7 I V V lJ lJ LJ .� I lJ / V I L _ lJ / lJ �. I L _ / L _ \ \ \ POND 't edge or pond- i 0 30 60 Feet DENOTES TREES TO BE REMOVED DURING SECONDARY CONSTRUCTION A \ EXISTING BASE LINE CANOPY COVERAGE = 38,546 S.F. (729') \�; \ MINIMUM CANOPY COVERAGE ALLOWED = 24,661 S.F. (467.) I\ r \ I 1 \ EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDARY CONSTRUCTION) = 7,435 S.F. (127.) CANOPY AREA REQUIRED — 17 226 S F REFORESTATION REQUIRED = 17,226 S.F. X 1.2 = 20,671 S.F. REQUIRED PLANTING (20,671 S.F. / 1089) = 19 TREES REV NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.ottoassociates.com TREE INVENTORY PROJECTNO: 1 10-24-17 T.J.B. UPDATE PROPOSED ROAD PE.UNDER DIRECT SUPERVISION AND THAT A DULY LOTUS WOODS .O. T.J.B, REGISTERED OFRMINNESOOTAL ENGINEER UNDER THE LAWS OF gWest Division Street TTo Buffalo, MN55313 (AFTER SECONDARY CONSTRUCTION) 16-0139 CHECKED �D SSOCIATES Fax Fax: (82 4727 C HAN HAS S E N , M N P.E.O. Pout E. Otto 763)682-3522 DATE: DATE: 10-24-17 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 10 O!�C 11 SHEETS 5-20-16 —z i VA11 I �r 7 delinected wetland 8,05 `.� \ tt ( `../ .. \\\\ I 11 tt rt} I yt , /f 99 f i c � iii- y 11151o2 i f f \tom / ^' / I 4 - ...., .- 11 `✓' / \1 t ' - ` t �� \ i f t f i �`r J e Of r � dlw edge bit— ex. bit. ems« 11 �1 c,\ 1 I 501 I sA c II I I' ,,edge of bit. —ex ' -- — — d wLO to 10 Edge o _ — in 0 G=949 0 a V LL=sKro° -- - 1 - ��_.. - - vv vv garage 's. r _ 94�- B LOCK N __ �_ L._ L — 3x LL=938.5 o �— I -� V \ _ i __ • - _51- 77i / . 50 r 1-t _ — — — — "-- 0 g 1 r \ M---sex. rock ref —wall SE SE SF SE sp' ex. surmoun toble�_ � / F r BIG & gutter STOP SIGN �. gr6 el' w WOOD c [— _ _ _ \ STREET SIGN' � �/ f _ 9, V `' V D. .\ -N .\ I e vu Iti ti OQ RD. F ' t1 1 POND i edge o1 pond- �r l �-T-I I L_l/ I A /�� r— L -/-I / L_ 0 30 60 Feet g DENOTES STOP SIGN + DENOTES STREET SIGN ❑ DENOTES PARK SIGN SF SF — DENOTES SILT FENCE TPF TPF— DENOTES TREE PRESERVATION FENCE DENOTES EXISTING TREES AFTER CONS TRUC TION DENOTES TREES TO BE PLANTED (20 REQUIRED) DENOTES TREES TO BE PLANTED AFTER HOME CONSTRUCTION FOR TREE SIZE & SPECIES REQUIREMENTS REFER TO THE CITY OF CHANHASSEN CODE OF ORDINANCE CHAPTER 18, ARTICLE III DESIGN STANDARDS, SECTION 18-61 LANDSCAPING & TREE PRESERVATION REQUIREMEN \ \ \ I EXISTING BASE LINE CANOPY COVERAGE = 38,545 S.F. (729) MINIMUM CANOPY COVERAGE ALLOWED = 24,661 S.F, (469) \ \\\ \ \ \ EXISTING CANOPY COVERAGE PRESERVED (AFTER PRIMARY & SECONDARY CONSTRUCTION) = 7,435 S.F. (129) CANOPY AREA REQUIRED = 17,226 S.F. REFORESTATION REQUIRED = 17,226 S.F. X 1.2 = 20,671 S.F. REQUIRED PLANTING (20,671 S.F. / 1089) = 19 TREES i NLKLUT ULN11rT IHAI info rUary wNZI rrctrAKLU t3T Mt UK -- REV NO. DATE BY DESCRIPTION DESIGNED DRAWN www.ottoassociates.com PROJECT NO. t 10-24-17 T.J.B. UPDATE PROPOSED ROAD UNDER MY DIRECT SUPERVISION AND THAT I A DULY LOTUS WOODS TREE PLANTING & P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9WestDivisionStreet THE STATE OF MINNESOTA, n �D jfN7313 16-0139 CHECKED TTO �763)6822SIGNAGE PLAN CHANHASSEN, MN P.E.O. Paul E. Otto SSOCIATES Fax (763)682-3522 CC A, DATE. DATE: 10-24-17 LICENSE NO. 40062 Engineers&Land Surveyors, Inc. SHE T ,VO- 11 OF 11 SHEETS 5-20-16 New York Book Fa a) T"V Action OcroUer<, 2X9 ,Chanhassen Tuesday, July Time 3:00 PM I Senior Center - Reirnaging 16, 2019 Event Group Notes Design meeting Center I Mary B, Sharmeen, Mary K, Connie S Farmhouse, Shabby, Walkthrough at CSC Mary B, Sharneen, Mary K, Connie S flooring, cabinet doors, Blinds, Coffee station, Entry Porch, Fireplace Asset Storage Mary B, Sharmeen, Mary K, Connie S Chairs, tables Discuss Signage, Door, Bookcase design Mary B, Sharmeen, Chan Woodworkers Outdoor, Hallway areas EDO Complete Lay It Forward form Al N, Connie S Lumber Liquidators EOD Email cabinet door selection to Brian Connie S EOD lErnail Wednesday. July Time Fire lace dimensions to Tim M lConnie 17, 2019 Event Meet with Chan Sr Ctr Champions S Group Mary B, Sharmeen, Chan Graphic Design Notes Meet with Chan Sr Ctr Champions Mary B, Sharmeen, Chan Woodworkers Meet with CertaPro - Wall/Hall project Connie S, Kelty M Remove Current Assets for replacement Chan Volunteer Champions Armoire, Desk, Tables/chairs r Time in Delivery of Assets for store a Event Move Coat Rados from W Entry to E Entry Love INC Volunteers Group Notes Chan Volunteer Champions Coordinate Cabinet Door Installation Chan Volunteer Champions Selection & Transformation Bar Assets Chan Volunteer Champions Kitchen Shutter finalization Installation Chan Volunteer Champions Display Case/Bookcase Reima a Chan Volunteer Champions Floor Installation Wall Paint Completion Si na a construction Source Fire lace Insert, Brick r19 Time Event Blind Installation Tim Mulcrone Notes Fireplace lnserVTV/Monitor Installation Si na a Installation r • Time �., M Event r- -ca rrvri., Notes June 13, 2019 Mr. Paul T. Eidsness 1217 Cape Coral Parkway East #346 Cape Coral, FL 33904 Dear Mr. Eidsness: This letter is to formally notify you that on June 10, 2019, the City Council adopted the following motion: "The Chanhassen City Council approves the preliminary plat to subdivide 1.17 acres into two lots and a variance to allow a 50-foot public right-of-way as shown in plans stamped Received April 22, 2019, subject to the following conditions and adoption of the Findings of Fact and Decision: SUBDIVISION En ing eering: 1. The applicant shall submit an ALTA survey illustrating the existing conditions including all existing easements on, and abutting, the subdivision prior to the recording of the final plat. 2. The applicant shall add drainage arrows to the grading plan to sufficiently illustrate the route drainage will take around the buildings and throughout the site for review and approval by the city prior to grading. 3. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 4. A copy of the executed construction easement shall be provided to the city prior to grading. 5. Updated plans illustrating retaining wall elevations shall be provided prior to grading. t Mr. Paul T. Eidsness June 13, 2019 Page 2 6. The applicant will be required to dedicate 50 feet of right-of-way (ROW) to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". The developer shall put into escrow the cost for construction (see condition 14) of the future street construction of "Lotus Woods Drive" abutting Lot 2 prior to recording of final plat. The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 8. Lot 2's driveway elevations and grades shall align with the future street improvement of "Lotus Woods Drive". A detail showing the elevations and conformity of future street grades and driveway grades shall be submitted prior to grading. 9. A sign approved by the city shall be placed in the ROW at the corner of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. 10. Updated plans illustrating the location and connection methodologies of sanitary and water ervipes, 9.r Lot 1 will be required prior to the issuance of building permits. From N y �s-bunt to driii J it Aa%r th&b vas oaiei-anti Vaitary laterals stubbed to the �ro�rty ifi't 995 �' f�thb's� �8i0iC�s�te terrsrdtrin d� tlj�rezi�� �edy,�tt�e; i developer shall relocate those services to avoid having private service lines running through the subdivision. If these services ale not in use, the developer shall field verify their locations and serviceability prior to_cotr Wgidg geivibes.eo.thu ktenls. 2 S �; 11. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 12. The applicant shall provide an estimate of cost for the proposed public water main and sanitary sewer main extensions prior to the recording of the final plat. 13. The applicant shall provide an estimate of cost for the grading and construction of the future street "Lotus Woods Drive", abutting Lot 2, prior to the recording of the final plat. 14. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. 15. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 16. The development of Lots 1 and 2 will be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 17. The applicant shall enter into a Development Contract. 1 Mr. Paul T. Eidsness June 13,2019 Page 3 Water Resources: Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Section 19-143. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the two 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 $5,800. Environmental Resources Coordinator: 1. The easterly 140 feet of LRt 1 anld the westerly 40 f et of Lot 2 shall b r'ov ed b a , Conservation Easement. L:O► t ia^ a44a fee l Wt�t! "9 • y w� INS A C.tiS&V&+#A eA4CMe..� UXt( x 9'4i&4ed M lots l444 2 a Sk'zAKAVk , 2. Tree preservation fencing will be required on each lot. Fencing must be installed a the edge of grading limits prior to the start of any construction activities. his CAVQ+tJ;A is +," 4-fpGci. Final plat documents must be submitted to the city four weeks prior to the City Council meeting in which you wish 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 952.227.1134 or e-mail at saligff@ci.chanha.ssen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure ec: Paul Otto Eric Henricksen 9:\plan\2017 planning cases\17-06 lotus woods (formerly eidsness) subdivision\aptil 2019 resubmittal\approval letter preliminary plat.docx 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, stormwater 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 j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (81/2" x 11"), and a digital copy in of format. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. C -'X \ `A Easement Exhibit 0 40 80 Feet I /1TI !^ L_V I U 7 3\ / i 1 0 W. line of the East 2 , 140.00 feet of Lot 1,- f1 r;'. t j_ Block 1, LOTUS WOODS L4 9.71 \ N89'18.09 E CITY OF CHANHASSEN RECEIVED 30 JUN 21 2019 Zo \ CHANHASSEN PLANNING DEPT denotes iron monument found 0 denotes 1/2 inch by 14 inch iron pipe set and marked by License #40062 l hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. )&zo. Paul E. Otto License#40062 Date: 6-16-19 L%Ik7 PROPOSED CONSERVATION EASEMENT• The East 140.00 feet of Lot 1, Block 1, and the West 40,00 feet of Lot 2, Block 1, LOTUS WOODS, Carver County, Minnesoto, according to the recorded plot thereof. EASEMENT AREA = 18,610.56 S F. _...-....... -._...-.......-...-...-...-....... _... .. .. b 140.00 40.00 0 _o - W PROPOSED CONSERVATION EASEMENT-;�... ... 00 P / g d-2'3T47- d=7'3201 L=121.63 "—L=40.16-.. R-925.00 Chd-121.54 C.Br9=N86'55'51-W \ % 1 A YVVVLJ _; IA/nn/-1^ V V lV l/ tJ .: 50 E, line of the West 40.00 of Lot 2, Block 1, LOTUS *=S d=373'09' L-49.16 R=875.00 Chd=49.15 C.Brg=S844624 E h tz LPL_ V LJ. VV/ VL/..: VI�V I L. l./ i UL.r tt .: I \L- ' r � I i Requested By: Eidsness Law Offices, PLC Date: I Drawn By I Scale: I Checked By 6-18-19 1 T.J.B. 1 1"=40' 1 P.E.O. Revised: www ottoassocia tes. com TT o 9 West St reet treet Buffalo, MN ion55313 St (763)682-4727 Project No. SSOCIATES Fax (763)682-3522 Engineers & Land Surveyors, Inc. 16-0139 LOTUS WOODS FINAL PLAT AREAS JOB NO.16-0139 4/3/19 Parcel Area Report Client: Eidsness Law Offices, PLC Project Name: S:\16\16-0139\16-0139 FINAL PLAT.dwg Project Description: Report Date: 4/3/2019 10:45:01 AM Prepared by: S.O.S. Parcel Name Square Feet Acres BLOCK 1 - LOT 1 27908.02 0.64 BLOCK 1 - LOT 2 17433.19 0.40 CARVER BEACH ROAD 3257.20 0.07 LOTUS WOODS DRIVE 5012.02 0.12 CITY OF CHANHASSEN RECEIVED JUN 21 Z019 CHANHASSEN PLANNING DEPT CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow MEMORANDUM TO: Erik Henricksen, Project Engineer Todd Hoffman, Parks & Recreation Director \Jill Sinclair, Environmental Resource Specialist Eric Tessman, Building Official Renae Clark, Water Resources Coordinator FROM: Sharmeen Al-Jaff, Senior Planner DATE: June 21, 2019 SUBJ: Lotus Woods Final Plat Review The final plat for Lotus Woods was submitted on Friday, June 21, 2019 and is scheduled for City Council review and approval on July 22, 2019. Please review the conditions in the preliminary plat letter of approval against the 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 Thursday, July 11, 2019. Project documents can be found at www.ci.chanhassen.mn.us/2017-06. Please return plans to Sharmeen. g:\plan\2017 planning cases\17-06 low woods (formerly eidsness) subdivision\11inal plat review memo 6-21-19.docx PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 4 i AAAAAAAAA \ A • � � \ yf__ —95T _ >> BLOCK- \. --- \ \ \ \ \ —944 10 \ i \ / i — T —9s \ gm WOO / BLVD. BIG w e 9A129) / / _ RJe �••• - Rn.910.13 hy0 — — LECENO -101- doates Esistn9 Cenfour 1012aJ. derrofes oE�s�isth, Spot Elewflan —M11a— eanotes prr esed C faur fm>:s X denofe. Propo.ad Spot Elewtb denofes Aw.sed 0,.mo 1R ewu d ofes Future Top of Wdl Elewfion Bw-9Ldo dwiofas Future Batten of Wdl Elewflon O denotes Power Pde ONE-- — don.f.s Ororneod EleofH Lire — • — donates Rbfe,moA — w —cheat.: San;twy Sewer Lire — sT—dw•ates Storm Sewer L:ne PG aWofes Mete, Vdw denotes HTdronl denoles Liof pd. Q denotes o buous Tree - - - - - - denotes Oroii and Ufiify Easement denotes tlu94i+O SetOxi Lire A.t 30' Side 10, Raw - 30' P ppesed 0n'wway --�� denotes Tee Protection fence CITY OF CHANHASSEN RECEIVED JUN 2 1 2019 CHANHASSEN PLANNING DEPT "' "°" OES NED DRAWN P.E.O. T.J.8. NENLW aRTf. TMT 1N15 RAII RA] PNEPAMV "'.E °" UNDER W q CT SUPERN5,0N HID TINT , Q A DULT REG51ERE0 PROTESSON ENpGIN,E,ER UNDER TIE l M R — wiw. oa.-ss�. 'es mm LOTUS WOODS FUTURE GRADING EXHIBIT G NE STAX OE Y,NNEWTA BM b MH5SitJ TT� s 11MN ""` HOUSE GRADING (LOT 1) 16-0139 1r7. ,.o< m re,r _. w CHANHASSEN, MN SHEET NO. 1 OF 5 SHEETS oArE 6-18-19 P9u, L W. _ MT C a-fs-la oDETSE W. a Eren...asl.,dse..>aa, L.,r. 3 1 I I 1 I 1 I I I I ' I 1 I I II __________ a w / I I I I r`O I I I I I I BLO I I I I I I I I � L. ,T _ —ice • I I 1 I 1\ w twy K -- I / I 1 I I 1 I o'1p/ II \\\ p rn-9rse_ i ee.wr.e � e 9 /\ x941 3 - - .� \ --------- F. I. -Edo, w W—.,w,._,l I 1 � I 1 II —A A A —A%—A 35 A 55 A --55 \ A A A/A 55 4 55 Si' i5 A 52 A _ BIG WOODS 1 --- ��- 1 ----j-_ w \ C::fl. en t CiIN-$ems w / w w Yn�9ISee L� _ >YQ 1 T SCJyE: 1'd0' rr {EQR� -rpu- — Denotes EWl , Cmtoor IOFIWX Wholes Eeislhq Spot Elewtim —1ma— I/ W. P1105e &Hp cme.r rar]ox Wnotw Pndee Cne Spot Elvmfiwr —Two— denotes Proposed Cmtmr rm3 % Wnofes Hoposed Spot Elewti denotes Proposed Orsinoge rW-swo Wnofes Future Top of "I Elewtion ew-scao =n tes Future got,. of W Elewfion O emotes P.. Pde pK — Emotes Ofmneo0 Eleofr Gene - w - een.tes Wntmman — ss —L otes Sonitory Sealer line — sT —emote Sto.n sealer lme x emotes Halm ✓dw emotes Hydrmt L` emotes Eglrt Pde Q emotes ZWc oos Tee - - - - - - emotes ZWONol and Wit, Easement — — dmolee lt.ddoy Selb cw lime rant - io' Sid. - ro' w Ro- 30• Emotes Proposed wiwwoy —0 O denotes rree Protection Fence kaaarlwev CE3ki� MAH1V P.E.O. T.J.B. P.E.O.Pawl Tu A dr wr. w russr t.sl�wT nwl I� rslw THAT uom w o.En vvERvmon erw I w w ouEr AIOES901ML EN EER UXMR THE UH Of STATE a T. t0.47 ..,..o^�eeooaree.pw" 9Wes101yss.a'i5awf TTo <,z 3 taoawTn .66R ErpeHawe(wdSereyaw, hoc LOTUS WOODS CHANHASSEN, MN FUTURE GRADING EXHIBI HOUSE GRADING (LOT 2) I nu 16 0139 E.oua BNTE: a-re-n MENSE NO. 9 62 SHEETNO. 2 OF 5SHEETS aE I _ 6-78-19 A e As i._Bwvws L en`w. _ _ eWUYMw , --_— — -- J u ------------- BLOCK _ - i is x• • y' � 10 944 _ I / 20 \ _-------- — — — — — — go BIGWOODS W Lr® �Y �w �w -SM9 L. San Fm-9D31 .-el}9] / N ._ SCALE: 1'=10' L CEND — —mis— — deaafes Frothy Confaw iorl �ti denotes Erhfhq Spot Elewfion —rorB denotes Roposed Cantaw ions x denotes ReposM Spot E/ewta oenotas RopouH Ceohaye rw-v[co Ee'.oles fulwe top o/ MbN Elewfia er-ewc dmoles Eulwe Bottom o/ BbB Elewfian -` drrofea poww Pde d ofes Oweh Eb tH Lhe — w denotes Wofermoh — 4 —denotes Sonifwy Seww Lne — s* —denotes StSeww Lhe >< denotes Wafer Vd.a denotes Htdrant la denotes Liynt Pde J d .I. DeC%dYW9 Tree ------ denotes LAohaye and OH(fy Ea mf — - de.wtes BuBdhy Selfwck Lhe S. o' R = f0' Row = Jfl° .'�'.'. dnoto Reposed Odwmy �. dMotee Roposed Snow Sfwaye P.E.0, 'T.J"& P.E.O. ..�.a. CWC, P.E.O. UNOEB ur am surm.>E Nn me. Av A wnr �aGs Aw BeoELsnwL ENGeEwEB „� IA1e3 TME sort rr wxr.Esou n � ^•w'- eO°" Bey env; r31 Faz,CHANHASSEN, INTLTco ma LOTUS WOODS MN FUTURE SNOW EXHIBIT SNOW STORAGE PLAN (LOT 1)a-le-/B i7-!) 1 39 PoW E. (Nlo ME sE Bo. woes SHEET NO. 3 OF Jr SHEETS 6-18-19 \ I , 1 1 1 I 1 I L 1 1 I --------- �l-,r-----a I ------------- 1 — r\{ I I i 1 I BLOCK _ - 1 I I • 1 I I — I I 1 ae n 1 -�� FA U0 FUM1PF NWSF/ / / t0 y-wv IF�W>.3 10 / Lo -----*9412 ---------- I -Eva •. ar,.,�a•,..�1 r ...... / 1 e ed � I \ / \ 55 A S5 — R 55 SSI 55 SS 55 55 AI 55 A A I A _ WOODS BLVD. ' BIG _ — " w ! / R W trhf. .m 1 W LcIN-Sm� w \ —.-MM MF W � w P.E.O. T.J.B. IKOISIEAED PltOFEAIONAL fMECKEO LXE STALE OF MINNESOTA, P.E.O. o—, F ..., OF isOOfm LOTUS WOODS CHANHASSEN. MN LctXw -1012- — denotes Existing 6mlour 1012WX denotes EsiSIng Syof Elewlim —Imo— denofes 1%. One Cmfmr rol}OX denotes Prose One Spot Elewltmn —1010— dMofes Prao.9 Co ft. 101T.3 X denotes Proposed Spot Elewtb denotes Proposed Orofnoye 1w-900.0 denotes Future Toy of WOII Vouattan ew-mao chty. Future Botfdn of Will Elewti O dmotes Power Pde — 0, — denotes O•erkcad Elecfrk Lne w — hnofn Wofamon — $S —d otes SMitory SeRV Life — ST —d We3 Stcvm Sewn Lite �< denotes Woter Va. 'ty dmafes N}drool i" dmotes Light Pee Q dwotes Deciduous Tres - - - - - - dnl0les Ordnoge and Witty Eesoh ohl denotes Buici l Setbock Let. Frml . JO' Stile - to' Rem = JO' d otw Proposed Oiwwoy Cenote3 Proposed S starer FUTURE SNOW EXHIBIT SNOW STORAGE PLAN (LOT 2) IEET NO. 4 OF 5 SHEETS 16-0139 B --, c---------- a d I r —e" o.•s e ------------- I---- ---------------- '� _e+e� scu.E: r.lo' I nee — — — — — — �. °ra,•t: :'•.•.. 18 I _ denote, EWi q Cmt. rmz.oi d otee Existmq Spot E/ewtton —1010— denotes Fvlvre C.I. 1 'p i a'� • \\ \ �` rdrzaX Wnofex fufws Spat Etewfpn —I— — — gy _ - I • , •'r• Q eeea rd X denotes Proposed Spot EMwti Etevtlon s,mo denote Fufure Bottom oe NUB Etewt an ti dv ••• \ 4 PPde denote head Eimttk LNc denotes MIDtermoo Lm BLOCK I) : }, 5 —dawfe S o w5ewe Lne e 1 — I 1 e \ _ —\� -i DC denotes wotr vdw r--_—_ • I •/ denotes Rkbonf ' I - —s«— .,� I I I O ♦ 11 deooles Light Pde I \ I I I _I I pZr \♦ O denote, BBaio .. Tree ------ denotes Oroinage wd Wily Easement denote Budding Setback Line I I I ]B t 8-�Y8 5s \ — \ denotesSidPropose0d' Rew =J0' Y-n rp � 2 Bifumnaus (Fufure) I m i• rw,aie_7 Br_wr.s goy / 8g ♦\ ew-n.r.o mt SS y3 g Ss�_ 4 ss 4 fm — £5 55 Q tt 5 / SS SS iS 55 -- S-iI` 55 yg - - / BIG WOODS BLVD. � / 8 w� —Nin.9199n � N Mr93Iee w � M � BBM•MEO IMM P.E.O. r.aB. nE1Eas eSTBx nNr 1f6 nUet r5 PxEPIFEO m E[ W w oaEct swEavaM W n T r M k IMY EnfIEEA UBF E u s a *rw.afbmadrraa*^ LOTUS WOODS FUTURE GRADING EXHIBIT L��o eNE STAIE lY YMNESOrA M �l-, B , McLsn 4leef TTQ Bad.�p.k«+�+r9 FUTURE LOTUS DRIVE P.E.O. CHANHASSEN, MN PaW E. mt. SHEET NO. 5 OF 5 SHEETS ageuxa m a-rB-rB W. eddy B, S q e; T 16-0139 661 i •95Z \ 934 .. 946--,. 32 `v ' BLVD• \ \ i BIG WOODS Ex. C,9 = \ -932 r w \ / Ex. CB Rim=930.15 N.Inv=926.93 930 Ex.MN-Son Rim =933.21 Inv=923.97 / �S SS L SS SS - SS W — .. W IN - w W 0 10 20 Feet SCALE: 1"=10' LEGEND '012— — denotes Existing Contour denotes Existing Spot Devotion —1010— denotes Proposed Contour 1017.5 X denotes Proposed Spot Elevation denotes Proposed Drainage TW=9000 denotes Future Top of Woll Elevation 9w=900.0 denotes Future Bottom of Wall Elevation -0- denotes Power Pole — OHE denotes Overhead Electric Line — W denotes Wotermoin — SS —denotes Sanitary Sewer Line — ST —denotes Storm Sewer Line denotes Water Valve denotes Hydrant denotes Light Pole t denotes Deciduous Tree - — — — — - denotes Drainage and Utility Easement — denotes Building Setback Line Front = JO' Side = 10' Rear = 30' denotes Proposed Driveway ter—❑ denotes Tree Protection Fence CITY OF CHANHASSEN RECEIVED JUN 21 2019 CHANHASSEN PLANNING DEPT REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T.J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I A DULY REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. f O [� www.ottoassociates.com 9 West Division Street O Buffalo, MN55313 TT (763)682-4727 Q SOCIATES Fax: (763)682-3522 Engineers& Land Surveyors, Inc. LOTUS WOODS C HAN HAS S E N , M N FUTURE GRADING EXHIBIT HOUSE GRADING (LOT 1) PROJECTNO. 16-0139 Pout E. Otto DATE: 6-18-19 LICENSE NO. 40062 SHEET NO. 1 OF 5 SHEETS DATE: 6-18-19 r \ 952, 952- /� a O F 1 t "\ Bituminous Driveway A 1 r ��...�...—Drainage and UtHity Easement-...—...-'...�...� % �...�..\ �..—Edge of Bituminous—,.\/ —950 _ --- —' 1Grovel 5 5 --- o %. \\ 1 0 10 20 Q L _-- I —.------ ----- --- ----- _-...... �.'..� �- t C-... ,� � l Feet I---------lam ------------ \ %" \ � SCALE: 1 "=10' p I I ----"' e o 0 o e o a o 0 0 0 o I � ✓� j\ o'a o o e o e o 0 0 0 0 \ o e P o o P o 0 0 o a I �_ \ �}' \ A o i °°°oae I \ \ �CqP LEGEND \ \ o�o e o 10 ''�.., 0 e o o I —tot 2- denotes Existing Contour oPO ee Pee°eoeP eaa oeoeoa aePe Pa a0e0 ¢ 10120ax 44 oe' oe.Oa¢eo0,0a0e0 0 0oac°o°a° °0°o°O°o \ \ denotes Existing Spot Elevation 9 o e o 0 0 0 0 o a o o a o o}o a o o e a o o P a e o \ \ —1010— denotes Phase One Contour o 0 0¢ o o e o e o e o 0 o a o e o 0 o e e o o \ 0 0 o a o 0 0 0 0 0 0 e o 0 0 o e o o e e o e o e o e e e e o e e o 0 e P e e n e a a e a 0 0 e� a e s a e e P 0 0. O e 0 P e a s e a V J \\ `\ 1012.OX denotes Phase One Spot Elevation e e°• o°•°° e°° o o a° o e e e° o o e o 0 k o o e o o e o o e o o e o o e o e i e e e e e e o 0 0 0 e e e e o e e o e \ .-- P• e e e P e a e e o a¢ P P e e e e e e P a e P e e e P e e e e e e e a P Q \ `� —fo10— denotes Proposed Contour o°° o e e o o e o 0 o a o 0 0 0 o e e e} e o o \ \ \ p e e e o e o e o e e a o o a e 000 o e o e e o o a o 0 0 o e o s e o e o 0 0 e e P a P a e e¢ P P e P e a P e a e e e e P a e \ \ 1017.5 X denotes Proposed Spot Elevation e o e a e e o 0 0 0 o e a e o 0 0 o e d e e e o e o e e e \ \ e o e o e e e o 0 0 o e o e e o 0 a a o 0 0 o e o a e e e e o 0 o e e e e e o •°°•°°•°•° Pa °°°°°° °°° �ro°° °° °°••°°°• ° \ -� denotes Proposed Drainage .aee eaaaaaaaaa a Pea aea¢aee a¢aPa eoe-•+�'o°000 p�o}ooeoeo oe eogooeo ooe00000eo oe \ \ _.sW0 denotes Future TO of Wall Elevation e. a £w�ATe a e P a e e e a e e e e e e a a� P P a e e e P P e¢ \ rw P e o o e e p e o o a o e e o e e o 0 0 0 0 o a o 0 o e o e s o e e e e e e e o s e o e a o 0 0 0 0 0 0 0 0 0 0 0 0 a° e e e ee•eeeoo•ee ogee \ \ 9W=9C1J denotes Future Bottom o/ Wall Elevation o e e e e e o e e o o e e e o 0 o e e e o o e o o b o e e o e a e e o e e e o o \ noPaoaoa°°•ao°e 000aaao°eao o°e°o °000°e ae °o a e¢eoo 0 o eaooeeoeooe0 °oeeo 00 \ \ denotes Power Pole o o e eoqoe a ee 0 Poe e o o o e 0 0 o oe 0 ee a0 oo 0 ee \\ \ OHE—denotes Overhead Electric LineeaoaoPePo¢o.eaaa P a e 10 P e aoP P P a a eoe ee oo eoo — W denotes Watermoin e oee°P KLO0ee0e °0eoe °a° SS —denotes Sanitary Sewer Line C e000000000e 0000 e a o eao eoaoe e e o e0e X. o0 o 0 o A e o ° e°o°sae° a o°sae°oae � '�-•_ \ � - J 944- I r ISd ` I j ° e ° ° ° e ° 0 ST denotes Storm Sewer Line i / c:denotes Water �- 944 I j t I 4 oae°eX.% a 0°0°0 •P \ �q, denotes Hydrant 0/Ve °,°o°, °°e \\ denotes Light Pole °� I ' �I✓� / I / I 0e000e ee°e°e°eaa e \ I e e e e P e P e e P e a P e e \ denotes Deciduous Tree e°e°e• ea0e denotes Drainage and Utility Easement 0000aoo°evee \\ denotes Building Setback Line FUTLIRE .. IOUSF` �� 0 L ae�aP°P°P ee \ Front = 30' - PeePeeeee - \ I I G-9412 .5 I 1 oeoe°Ple¢ePPa ve• __ -- Side = 10 I LL=93B5 a' I eoa000 oeoeo �eoPo s Pa \ Rear LO eePPOeaeeee ePe e e P denotes Propos ed Driveway 42 9e° Paae° ❑ denotes Tree Protection Fence 15 5 I eon,°,°,a,e e,eee N TW=944.0 _..I I BW=942.0 I e 4� e Pea o P a e o I / \ TW 945.8 _.� BW=941.5 BW=941.0 (I-a°a°O00°0°0° I\ RET. WALL—T' I �` eeeo°oeoo � --_ j� ^ > e e e e e o e o L — — ~ / i / "\ X G — — — — J O eoeo 0 0 ae o°Po0 �O P O O tL0 O -mil -- e O O O O O O O"O \ _ _ _ _ �_ — �"-. Drainage and—.._..,.-.,,�.,,—.•._: _ . � ._. o uG7ity Easement 94p °°a°a° a°°°°°°o°°° e o 0 0 e o o e e / e e e e o e o o e a ,. .,\ } oo•000 00000000000 —aT o o e e o 0 o e e a � •�.,,•, v i \ c aa' i c — SS sS Ss ss ,- SS ss Ss Ss Ss SS/— Ss Ss Ss SS S5 � SS SS --- SS 5S — — — �BIG WOODS BLVD. 5+fs ss — ss CC _ =-- w ` - - sa� --- � ��: - - -- w W w -w v�— \ __.___..` w l £xiSf. wm `� EX.MH-Barr - w � — Rim=938.92 / WIn v= 922.88 I w -7- I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR REV NO. DATE BY DESCRIPTION DESIGNED DRAWN www.ottoassociates.com PROJECT NO: UNDER DIRECT SUPERVISION AND THAT I A DULY LOTUS WOODS CHECKED /�/(// FUTURE GRADING EXHIBIT P.E.O. T.J.B. REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF 9WestDivlsionStreet THE STATE OF MINNESOTA. /� _�O TTo Buffal,MN55313 HOUSE GRADING (LOT 2) 16-0139 (763)6824727 P.E.O. Poul E. Otto SSOCIATES Fax:(763)682-3522 CHANHASSEN, MN SHEET NO. 2 OF 5 SHEETS DATE. 6-18-19 DATE: 6-18-19 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. - 1 � ".�-954-..... \ .-._-edge of s \ TW= 50.5 Feet t zo \ -946- 9 RET. WALL. '- t-- TW= 52.0 _ _ SCALE: 1"=10� i age on --952--ye - It # + # +\ + + + + + + + — -� a — — LEGEND + + t + + + + + + + + + + +' + + + t + + t + t + t "^.. \ + # +�+ + + + + + + + + ... + . + + . t - a -- of -- denotes Existing Contour oao° i + + r + +\ + + r t + + + '+ + + + iQ t + + t t t + + �— + 4 denotes Existing Sot Elevation F _ i 0 0 o t. + + + + t + + + ♦ + + + + t + + + t air 9 83 0f2.0,.: X g p + + + + + + —1010 denotes Proposed Contour d` o o a o a o a a ro a s o o a o c o o a \\ aa aN.°q.�ao,{!qRa L�t oo a �ia Ky W°0 �0 ° 0 0 o ao aa ao o0 °a0 0a o0 e0 o0 0 o 1017.5 X denotes Proposed Spot Elevation Adp000000° 0 0 0 --9SOi denotes Proposed Drainage a o o qqqqqq o a o 0 o a a o o a 00 0 0 0 o a o¢ o o a s o p o 0 0 0 o a o w o 0 0 0 o a o 0 0 0 o a o 0 0 0 0 o a o 949.5 a a a a a a ¢. a s a a a a a a a a a\a a s aaa aaaa a e a a a e a a a a a a a a a Tw=soo.o denotes Future Top o/ Wall Elevation a a o o a o a o 0 o a o o a a a o 0 o a o 0 0 0 0 o aYa—A—o 0 0 0 0 0 0 o a o a e a o o a o �0 o`ya • S �--`'� o 0 0 o a ® o °aaa°o°'At•.a o°�o o° o 0 o\a a o a o a o 0 o e o a o o} o 0 000� 0 0 0 0 0 0 "�-..._ BW=900.0 denotes Future Bottom of Wall Elevation � 0 0 0qp 0 0 y \ v� o o eo\ao a o \o aaa a aaa a Aa aawAaaa¢aaa.>°aaaaaaaaaeaa denotes Power Pole O O O O O O O O@ :i 9 >i° a a0000°O°O\6' °+�-_2J1°00000—p,,,, f14&'T °0000000000000°009°O°OOtl°O O f \O O o OAV O o fl O c - C s• +6 a 000 J OHE— denotes Overhead Electric Line BLOCK "� �� W denotes Wa n "--+..,, ,,.,... SS — denotesSanitarnary Sewer Line �� 0 _ "'~ ~_ 0 o r+—" 948 *+- ----- Y 0 o a a o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 + t t O�O 0 0 o tl 0 0 0 O O o 0 0 0 o O o 0 0 o O o° — °°°°°°°°°a°°°°° °°°°°tl°a°°°a°tl°a°°°a°°°° 46 ST denotes Storm Sewer Line a°a°o°o°o°o°°°o° °o°o°o°a°o o°a°o°o°o°o°o°o FUTURE HOUSE 9 \ ` + + oo°aaooao°oaaoaoaa Oa0°O0o0°0°°OOOa000 0 0 0 _.-- /__.. .. _ o denotes Water Valve denotes Hydrant \ \ +++ o e o 0 0 0 0 0 0 0° a a o-A--a" o e o 0 0 G=949.0 'W" --�."" denotes Light Pole 0 e o o a a o o a w o 0 0 0 0 0 0 09 o 0 0 0 0 0 0 o c �9�60 0 0 0 0 0 o LL=941.0 _ _ --`-- +++ o o a o a o o a o a o o�e o 0 0 o e `Y A `` g• 'gyp \ \\ 111 "�•� _ ++ * ++'o +'\0__4ae aaa aa-.aa—®a- a 0 0a oA w¢ aa'oa' a 0a a 0a a 0a e 0a a 0a TF=950.0 -" ~"L �..---s..._ � Q denotes Deciduous Tree o 0 0 o 0 0o 0 0 o SWO denotes Drainage and Utilit Easement a a a e aawAaaa tl a a ++\r 0 944 -946 denotes Building Setback Line t t r a a a a o 0 0 0 0 0 0 0 0 0 0 ++ r. o o° a o 0 0 o c o �o o a o 0 + # + aaaaa Front 30' ^ t\+ + +\+ + + + + + t + + t Side 10' + Z 1 # # # # + + + + + + Rear 30� -- \+ + + + + + + + + + - \ + + ' * " + + + + + + �0 * * *9 * + * -" --944 _ — e,°,°,° denotes Proposed Driveway \ \ "r \ t t +4�+ g42 — o + + + -�944 + r denotes Proposed Snow Storage ae — — — — — A BW=944.8 \ \ 0 \ 942 , �942--\,.___.�""��..._ - `✓ ,� ��.._TW=9475 \ \ f BW=940.5 o �-- \ RET. WALL-'-�- -938- z f r,.- \ �• \ ex, roc ret-wall-- �- \ 938 _ — _. _ — ~ _...- �.``_ 936, =936'- \ - :� 934 / �`-•-.. ,�` "--.. 934- \ -932 ex. grovel d/W / - X WOODS BLVD. � Ex. MH—son BIG Rim=93321 / Ex, CB i `- Rim=930.61 Inv=927.33 N W W W Ex. CB Rim=930.15 / N.Inv=926.93 / W,lnv=924.03 1 �Inv-92397 f S SS SS SS - - SS W W W —- W W W W REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR www.oftoassociates.com PROJECTNO: 9WestDivisionStreef UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LOTUS WOODS FUTURE SNOW EXHIBIT P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF CHECKED THE STATE OF MINNESOTA. /� TTo Buffalo, MN55313 SNOW STORAGE PLAN (LOT 1) 16-0139 (763)682-4727 P.E.O. Poul E.Otto SSOCIATES Fax:(763)682-3522 CHANHASSEN, MN DATE' DATE: 6-18-19 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 3 OF 5 SHEETS 6-18-19 I I I I I a I I s 952 `A T A A ~f A�J A A A A A A A A A and Utility �f 50/ i9 s I 1 i l I I \ / Gravel o ' .:' / - --- ----- ----- --- + + + + + + + + + + + + t + + ^`\ / �� —r.------- t- t -+—+ + + a a + + �' \ + + + —.' V48- ----- ��—� _.....-_ ..u.— _ ` 9k1 v -946 A- - - - '6 BLOCK =u� � I Bituminous Driveway f l —Edge of # + i 4 _ o e o a o 0 0 0 o a a o + + + + + + { + + + + + + + + + o'o e o 0 0 0 o a e o o f\ \ a o 0 0 0 o a o a o 0 0 + + + + + + + t + + + + + t +', 0 o e o o e o a o 0 0 0 0 0 +. + + + a+"+ '+ + + + + + + + I \M110\ �\ 0 0 0 0 o A a o ¢ .o-o a o 0 + + + + + + + "+ t 4 + a + # + A \ c o O O } # i i + t I i + a a \ \ e0aaaa aA¢eaaa poogo + } + + + # + + N. �. o 0 0 0 o 0 0 e a e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o A o o a -- 944 \ 0 0 0 o a o 0 o e o 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 o a o 0 o a o o a o®° o 0 0 0 o e o o P o 0 0 0 o e o 0 o a \ \ O O O O O O O O O O O O O O O O O O 9 O O O O O O P O O O O old O O.00000 O O O o o a o o e o 0 0 0 0 0 o a e o 0 0 0¢ o 0 0 0 0 0 0 0 0 o e o 0 0 o e \ 0 0 0 0 0 0 0 0 0 0 o a a o o e o 0 0 o 0 0 0 o a o o a o 0 0 0 o d o o a o 0 0 0 o e o o e o e o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 o 0 o e o o a o o a o 0 0 o e o 0 0 0 0 0 0 0 0 0 \ a a a P a e¢ a e P e a a a a a a P e e e a a a e e e e a P e a e e e e e a a e a e e e a e e e a A a a a e a a e a A a a a P a o P P a e a P e a a a a a \ \ O O a O O a O O O A O O O O O O O O¢ O 4 O O O O O O O O O O¢ O O O A O O P o 0 o e o 0 0 0 0 o e o 0 o a o 0 0 0 o V•R o o e a do o o e o e o 0 0 0 \ o e o; o-�-epr-�-op�po �(w�� �o//�q'yy" 0 o a o 0 0 0 0°° O e} o o O ° O do* ° o° 0 0 0 o e O l ate`" o o°oeo oFY 0 T'4pMA'Oo°�eoo°a°o°o°a°o s°o o°o° �o°o°o°eao°oCJo°o°o°o°o°a o°o°o °a°oo O O O O O O O o O o a O O o9 O o O 0 0 0 O O O O O O 4 4 0 0 0 O O O O O o \ O P O O O O O O O O O O O O P O O O O O O O O O O O e O O O O O O A \ \ 0 0 0 0 0 0 0 0 o%e o o° oio o a o o e o° O o o e o a s o 0 0 0 0 o 0 0 0 0 0 \ \ a o 0 0 o 0 o o a o a o 0 0 0 o a o a o 0 0 0 0 0 o e o o e o 0 0 { R o 0 o a o o e o 0 0 0 0 0 0 0 o a o o a ,o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ J A F O P O O O O O O O O e fl O O O O P O • O O O O O O O O pp O A O O \ 0 0 0 0 0 0 o e o o a o o a o o m a o a o 0 0 0 o e o oto 0 0 0 0 \ j o 0 0 o a o a e o 0 0 o e o 0 o a e a e o o e e o 0 0 0 0 ° o e°° 0 a P \ 0 0 0 0 0 o A e o \ 0 o a o o g o 0 0 0 o e o 0 0¢ o a o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o A \ Nt ti o 0 0 0 offo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p O¢ O O O p O a O o O O o O O O 0 O O O O O° O O A A° O O O O O O O O P \ ^'"r /OA o 0 0 0 0 e 0 0 0 0 0 o e o e e o e e a 0 e o 0 0 0 0 0 0 0 o a o e o 0 0 0 0 \ O O O O O O O O O P O O O R O O O O O O O O O O O O O O �• A + + + } + { + + + + + + + #, # + + a e 0 01P a a a e 0 + + + + + + + + + + + + + + + + + ♦ a o 0 + + + + + + + + + + + o a A a o 0 0 0 0 o \ + + { + + + + f + t + + + + + + + o 0 o a o 0 o e aa0°00 0000 \ FUTURE HOUSE--`'— 0 + + + # + '{ + + + + + + + t + + + + + + } +. + + t + + + + + + o o e o 0 0 \ 0=945.2 g�1 I + + �+ + + + + + + + + + + TF=9475 + +#.+�+++++++++ +#}+++.++.+++#++++ o e 0 0 0 0 .,do.* r--' LL=938.5 9Aa_ + L + + + + + + + + + + + + { 0 0 0 0 0 0 0 o a o o O.o 0 a e e e e P "^--- /1 LO I ++++.t+t++ +++++t++++++t+++ aoo°o e o Qe e L o e I /f t +. + t { + t + # { + O°OOC° °O°0040°Oa0 I f' ..� ....� +.. + + t + + + + { + t . �+ °0000e oo°0 0 0 0 t °� `t+++} ++++ `+++++`,+++ °C o00.0o"aoea. + + + + +/F ++ + e o 0 0 0 0 .0 + + 4Z + + + + + q 5 I �/++++++++++ 000Q e0000eo 0000ao tJ TW=943.7 _./ I + + i + + + ++++++0"0000a�0oo4°eo0o°0 .0 TW=944.0l BW=9420 +++++ o o BW=941.5 oe°°° rw=9458 o°0°'0oo0° °w _ + } + + + aooo oo eo 0000 0000 \ BW-941.0 ` +++ ++ 0000. 0 0 0 0 0 0 RE L WALL +++++.+} ooa o aoo 0 0 0 0----.,.. / x 941.23 ( I +a� aaaea °ooe o 0 0 000000o �O _ - \ \ —o°oeo°o°"e'v° \ / -- ---------- o 0 0 0 o e a o 0 DrOinoge and —.. _....—. s..._.,� �. _ — — — — — — — — — — — — — — — — — 940 0000°e oaaoo°oaaoo do. e o 0 0 0 o e Utilif Eosement _ 0 0 0 o e o 0 A r — SS SS SS SS/f SS -- SS SS SS ------ Ss .. W W W W W W — W - W --- W - S5 SS SS SS` SS — - SS S; ____ Sa -- SS� SS SS Sx f�BIG WOODS BLVD. W W_.. W W Exist. wrn _.._.._.._. J h W ExUH-Son W _ Rim=938.92 / W - In v= 922 88 J ----�_ . 0 10 ` 20 Feet SCALE: 1"=10' LEGEND — -1012- — denotes Existing Contour 101200X denotes Existing Spot Elevation —1010 — denotes Phase One Contour 10120X denotes Phase One Spot Elevation —1010 denotes Proposed Contour 1017.5 X denotes Proposed Spot Elevation denotes Proposed Drainage TW=90U0 denotes Future Top of Wall Elevation Bw=900.0 denotes Future Bottom of Wall Elevation -0- denotes Power Pole -- OHE -- denotes Overhead Electric Line — W — denotes Watermain — SS —denotes Sanitary Sewer Line — ST —denotes Storm Sewer Line X4 denotes Water Valve denotes Hydrant denotes Light Pole (D denotes Deciduous Tree - — — — — - denotes Drainage and Utility Easement — denotes Building Setback Line Front = 30' Side = 10' Reor = 30' 0 0 denotes Proposed Driveway a a a e a a a denotes Proposed Snow Storage + HLKLt1Y ULKIIFY IHAI IH15 PLAN WAS I-KLHAKLU by ML UK FUTURE SNOW EXHIBIT PROJECTNO: REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN www.ottoassociates.com UNDER RE DIRECT SUPERVISION AND THAT T A DULY LOTUS WOODS P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9WestDivisionStreet THE STATE OF MINNESOTA. /� TTo Buffalo, MN55313 SNOW STORAGE PLAN (LOT 2) 16-0139 CHECKED /�Z1Ja fl/ (763)682-4727 P.E.O. Poul E. Otto SSOCIATES Fax:(763)682-3522 CHANHASSEN, MN DATE: DATE: 6-18-19 LICENSE NO. 40062 Engineers & Land Surveyors, Inc. SHEET NO. 4 OF 5 SHEETS 6-18-19 I I I I 1 and Utility Easemen r-- r r r I Bituminous Driveway dge of Bituminous 5 I °--------- s 0 \ -f �---- ------------ --1 ---------�---- ---------------- 946 948- I "�'�I-- I �k Ia g1Ash aoa000aaaooa 10 fl o O O O O O O O O 5 o O e> •i(" a ea00aO0O0a00a0aPPOOn Oa OaOa? a I I aaaeaaPaOPaaaa,paaz` IO O O O O O a O 9 O O O d O d O O O P a P O O c O C OJJ O O O O P O I rt Ja P a O a O O O O O O a 9 O O L O a .. I 946 � o a o 0 o e o 0 o c o a o e t I � - I 000a0000 o rrvb"Wd"3�r�'oA�o� p�p oo?Y'o-�f i _ I o 0 o a o a a a o 0 0 0 0 ola o s o a a a e o a f o a e a o e o 0 0 o a o a o a a o 0 o a a a O O O A O O 9 4 O c O O O 4q 6 O J II P O O a P O C< `-%�.1.,_. I �`9sr6, 000aoeoao P0000aeoo P.�oo 000 000aooaoa oaaaoa Oooa a a�'F, ...... BLOCK I O o 0 o e a a o cR o 0 0 0 0 o e c a a c I P a O O O e O a OHO O O tl O O 4 O P O O O 6 -. o aaoaoPooaaoP a o o a o o a a n a a a ,_.-.•"-._ - .� ."-'--" ---944— 344 __. _ I I I I I \ I I I FUTURE HOUSE 0 G= 945.2 A� I ► TF=947.5 gd�' I I LL=938.5 942 I LO I I _I 5 5 TW=943.7 _-J ► TW=944.0 „I I Bw=942.0 TW=945.8_,.l BW=941.5- \\\ BW=941.0 RET. WALL—• I —_j -- // 4-y /vv x 41,2Z J ~ , \---------------------------------- / \ Oroinoge and Utility Easement 4 — SS SS SS SSA^- SS SS SS W W W W __W W _......_..—. W _-_- --•___ SS SS SS SS SS/ j f BIG Exist. wm f/ I W ` t � S) 1l O �' � .. ......... .._..f .., --Edge of _......,,:�.....R 5d p Gravel — r TCH EXIST. CURB & GUTTER 64' O SS SS SS SS _ ..___ SS� SS SS SS — S WOODS BLVD. 3� 5+_ W W W W W --- W W W / �• ` i t A ! \ \ \� S \ \ 4 O # .-.—PROPOSED GRAVEL \ o ° \ \ \ l.� be / a fr -- SSSS _ '_-----.--- � � h w� � w Ex.MH-Son w ___ _ — Rim=938.92 J W Inv=922.88 j w w T 0 0 20 Feet SCALE: 1"=10' LEGEND denotes Existing Contour 1012.00X denotes Existing Spot Elevation —1010--- denotes Future Contour 1012.OX denotes Future Spot Elevation —1010— denotes Proposed Contour 1017.5 X denotes Proposed Spot Elevation TW=900.0 denotes Future Top of Wall Elevation Bw=goo. o denotes Future Bottom of Wall Elevation -G- denotes Power Pole — OHE — denotes Overhead Electric Line — W — denotes Wotermoin — SS —denotes Sanitary Sewer Line — ST —denotes Storm Sewer Line Gv q denotes Water Valve denotes Hydrant denotes Light Pole denotes Deciduous Tree - - - - - - denotes Drainage and Utility Easement — denotes Building Setback Line Front = 30' Side = 10' Rear = 30' denotes Proposed Bituminous (Future) 0 0 0 P a a a denotes Proposed Driveway (Future) Paa REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN P,E.O. T.J.B. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. >��t www.ottoassociates.com 9 West Division Street Buffalo, MN (763)682-4727313T QTTO SOCIATES Fax:(763)682-3522 Engineers & Land Surveyors, Inc. LOTUS WOODS CHANHASSEN, MN FUTURE GRADING EXHIBIT E L TUS D VCHECKEDP.E.O. PROJECT NO: 16-0139 Paul E. Otto DATE: 6-18-19 LICENSE NO. 40062 SHEET NO. 5 OF 5 SHEETS DATE: 6-18-19 ENGINEERS ESTIMATE LOTUS WOODS PAUL EIDSNESS GRADING, UTILITY. AND STREET CONSTRUCTION Otto Protect No. 1"139 CHANHASSEN, MINNESOTA Date. M-2019 SCHEDULE A - SANITARY SEWER CONTRACT ITEM UNITS EST QUANT UNIT PRICE TOT 4" PVC Pipe Sewer SDR 26 Service Pie LF 36 18.00 $ 648.00 8" PVC Pipe Sewer SDR 35 w/ Granular Bedding 0'-12' LF 48 21.00 $ 1 008.DO W PVC Pipe Sewer SDR 35 w/ Granular Bedding 14'-16' LF 11 37.00 $ 407.00 W DIP Pipe Sewer w/Granular Bedding 0'-12' LF 20 35.00 700.00 Standard 48" Dia. Sanitary Sewer MH 0'-12' EACH 2 4,000.00 $ 8,000.00 48" Dia. Excess MH De th over 12' EACH 1 131.00 $ 131.00 Connect to Existi8" PVC EACH 1 400.DO $ 400.00 W x 4" PVC WYE EACH 1 95.00 $ 95.00 Televising LF 79 too $ 79.DO TOTAL $ 11468.00 SCHEDULE B - WATERMAIN CONTRACT ITEM UNITS EST QUANT UNIT PRICE TOTAL 8" PVC C-900 Watennain ind. tracer wiregranular bedding, and fittings) LF 68 21.75 $ 1,479.00 8" Gate Valve and Box EACH 1 1,950.00 $ 1,950.00 1" Corpombon Stop EACH 1 250.00 250.00 1" Curb Stop and Box EACH 1 270.00 $ 270.00 1" ime K Coppw Pipe LF 27 10.00 $ 270.00 8" x 6" Reducer EACH 1 300.00 $ 300.00 Tem . Fire Hydrant w/6" Gate Valve and Box EACH 1 5,700.00 $ 5,700.00 Connect to Existing 8" Watermain EACH 1 500.00 $ 500.00 $ 10 719.00 SCHEDULE C - GRADING & EROSION CONTROL CONTRACT ITEM AN To soil Res read 6" WaLwAmT CY EST 68 UNIT PRICE TOTAL 10.00 $ 680.00 Common Excavation -Plan Quanfity CY 75 60.00 4,500.00 Material Export, LV Field Verified CY 75 9.60 $ 720.00 Restoration MnDOT 25-131 Seed Mix and Type 1 Mulch ACRE 0.1 1.500.00 $ 150.00 Sod 2' Behind Curb SY 13 15.00 195.00 Rock Construction Entrance Install & Maintain EACH 1 1,500.00 $ 1,500.00 Silt Fence LF 140 5.00 $ 700.00 E 8 445.00 RECEIVED JUN 21 2019 CHANHASSEN PLANNING DEPT ENGINEERS ESTIMATE LOTUS WOODS PAUL EIDSNESS GRADING. UTILITY, AND STREET CONSTRUCTION CHANHASSEN, MINNESOTA Otto Ro DatNo 1"139 e, W20-19 ;yw TOTAL SCHEDULE A - SANITARY SEWER $ 11468.00 SCHEDULE B-WATERMAIN $ 10719,00 SCHEDULE C -GRADING & EROSION CONTROL $ 8445,00 SCHEDULED - STREET CONSTRUCTION $ 12,800.00 TOTAL $ 43,432.00 IOtY FOGAiIV060b OiN101 SMIIARY t MRR 9BNIlii ! r p tWW aBFMlaa s � Y -- - _.�_N ._^ _- FM_F_�I_L'MI_Yr-.U_ __BLOCK00 ---------------L - m 0 Nq) or \ '\\ 1 5 1 \ T =-a I.. \" Mn-DSQ IS 1 by g913Y M951^.vI . W._12103 I \ L ♦ i T._[NSI. , Fa MN-Sm _ COK A D-92zw$ I pFIW i 9IIGJ \. br922J] ` Ei4M- Rana9$]I$ / Nr-Dlfi� �\ \ A.ryAS$9Sr I NSb-fHi" I pllk) I I rrVVLI" I I At I q1v L.VIrV.: / \ \ I I I I \ y \e — — — ft. N SFr91]U EXISTING FM MRE CENTERLNE PROFILE 970 PROPOSED FUTURE CENTERLINE PROFILE 910 FZ rZNm LO US WOO S DRIVE 960 _ ¢ + ADD I' 4H EXTENSION FOR 960 z j = o „ PROPOSID CENTERLINE PROFILE L0 �_ it ` a TEMP. HYD. ♦i 'ra n b'aN 950 T__d _C_y \ It �� O6'GV ry 0 "�W 950 CONNECT TO 9% I� - � �I I t z_ - �'� ,T �. - Tr\ '^ X R' WET T P LC B o 9D0 P. B Pk f REDUCER - L 9J0 $ : 93 B CONNECT TO EXIST. STUB .-93T.11 o B' WM STUB _ i - 10 I v VC !• P D - 9" O 3111E i grvo 910 38 r gg a• STUB PVC O 11■ E E INV.-911.% (VERIFY) ROP _ zz 11 LF 8' 910 - INSTALL DIP To INSTALL DIP TO UNDISTURBED $Hri PVC O O.AOx 910 '', '.... (INCIDENTAL) 00 0+00 I+PO I+W J+00 M+W 3♦00 6+00 ] 1E BY IRON OESA'-VED MAIN/ URTIFY TINT INS PLAN IMS PREP umt W DIRECT 6wERrsaN ARE) NWT I AM A [RAY .»v.Pp Dres.avR PLO. T.1, REG51ERE0 PROFTSS ENGNEFR UNDER THE LAWS a CNEC�D IIIE 5M,E IF NNMLSOIA Zap(5 13�I TTO P.E.O. Pwl E. Olt. fggM iWClATIM Ear-71)12-36 DATE: a-rB-r9 MENSE 140. AW6$ E]9bRra'D B L➢RO Swroy ,lrc. 1 T rw SCALES: 1'-50' Hat 1"-10' VER BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE k CARVER BEACH ROAD. ELEVATION - 942.% NOTES I. ALL WATERMAIN %TALL BE C-900 DRIB AND SHALL BE INSTALLED ON DUCTILE IRON FITTINGS FITTINGS SHALL BE POI_ RAPPED. MEGALUGS SHALL BE COMPATIBLE ON PVC PIPE. 13 GAUGE MAUR'NRE SHALL BE INSTALLED ON ALL PLASTIC W. TRACER WIRE SHALL BE TERMINATED AT ALL HYONART BREM OFF RANGES 1. ALL B' PVC SANITARY SEWER SHALL BE SOR 35 UNLESS OTHERWISE NOTED. 3 SANITARY SER'nCES SHALL BE A- PVC SDR N AND SHALL BE LOCATED 3 FEET DOVINSTREAM OF WATER SERWCE A. WATER SERVICES SHALL SE T' COPPER 1MTN 1' CDRP. 5. MAINTAIN ACCESS TO EXISTING HOMES WRING CONSTRUCTION. LOTUS WOODS CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED JUN 21 2019 OHANHASSEN PLANNING DEPT SANITARY SEWER & WATERMAIN PLAN LOTUS WOODS DRIVE 16-0139 SHEET NO. 1 OF 6 SHEETS �" 6-18-19 U. L J// dl [ LEGEND amot. Erdtnq Centaur donator E„iatklq Spot Elevation \ r012OX Collates Futae Spot EleNvtim \i \ \ ` et pL — _ — — \ \ I / ` —tma— Bloat. Contour ar• dPratee to as ed aanaye eM l uF \ \ \ \ , denotes d M as rage \ —1010— denotes Future Cantaur IM9La. Cellos Top o/ MOO EANatiarr erw9aro aa+o(es Bottan o/ Wo0 Elewlion 3TT: denotes Power Pohl \ \ \ .- MLt ryN ,per 1 \ — -- / / I II 'OS \ \ \ CHE — denes otOverhead Electric LMe L•t \ \ (ew.9sao r5M _ 1 / ( \ / / / / \ \ \ \ — w —denotes wtarnpin — s—cmofes Sanitwr, Sewer Line Si —denotes Starr Sewn Lme rM T X denotee Mbtn Ydro \derrofes RlM'mf \ 8a5p—�—_ RL /rS F ` -�' �'8. E �'P. l\ \ \ \ -____- ewr "Lgbt Pde _ zal�, `�,' a./(L O . I I — grkY.rd�. g n.5o g /� �p ` 1 \ \ \ eswta Drayage and uta;ry EoeNnmt T f_� _ I ' �0 s /� y( y;!f5 \\� �\ 9aD9e \ \ \ \ — 4 amofn 4f Fence )itV1\ sF(T���] ✓r,A /�(1 \\\ \ M1 --' _ � _ L: lid I—jJ''''''�� r_ g n� �r�-�AJ 9+ai y PU _ I I � Lo / r tlulF 1 S M1 t I �J1i'ALL d A/AMTDO gM0 I _ \ N � r-fNM ttNSmuCtKw,� ExtAduc ANo ERDsrDN L:oNTRa NOTES ♦ :- \ rdyIz5 --NEr. wwd l — — I i - ram - mANCE L / 9a — — _ — _ _ I sl i \ r \ ( N 10 .1 '• ( T THE LOCATO A M LY. THE UNDERMOUND UTMAEs ARE E THE N AN �, \7 L/ Viz`F- .+°° y °?'n"9.a/a! f_g/nJyn%u�- -� � LOCATXDXX OF WAY plY. UM CWiRAFORE SxNL 40MG NE ME ENACT _ ( _ TO BE FU OF All ENISINL UnUM AHOBEFA CCYMENPNL OXCH HE AGIMES "j4�6, O 9� S l ,l S A$E YOOLTASMEOYBY M FAIME TO MY LOCATE µ0 MSERYEMµYY AHO Al _ 1MOFAMMxD UTUIIES -Afn=9Jl)1/u svmP..rm+e . ` \ \ \ CUR AW AT = \ 2 COMYRACTOR SxALL BE FAIIIAR ON NIP F(ALMY ALL REODIREIENn OF M d 6R/i1IX MPCA NPCES RIAY N PERMIT FOR CDI511NCIIM AONNTES THE CwTRACTOR S1 ySM1 _ \ h.-ss a wr _ss ss/ ss — 55 AT9I-El{f7. :NFU �5IM EMEWTS Qe ERosnl HO MUUMNTIML NSPEcnoxTI NSPEcn NA AFTER S. xpp RANFNL _SPEW EM EM. a BEO M I1ME AIp YANTrTr I COHMmN Larn AHAr N6lAF E Auaws E LEAvwEs 'a " Y _ R GU%DER OF THI BY ROT MG ERIES TO THE CMTRACTpt AWgMIDQS THE 1FIM5 w W W M —� W W -� -S5 — sl �sl'aer wr w — w g �si I 6 Ares LT FEX MO AouBE IH Rea BY THEM. P T w MA res/ E.nSE 9E r W �" 1 .4L Ri RMQ 9OTE BE NSLNIED PIbOR M MY (RACNIr AC1MT' j CaM'RE1E vAttt'r A Au DISTURBED MEM sxAu rt nNWIaD rTx M/DDr SEED rxnAE T1P �. T— (TO LBS/ACRE) AMID MW O T MULCH T,PE 1(2 1011/ACRE A DISC MCHDIED) ti =9 39I TER 6NER SHNL rt E. 1 DAYS FOR _ STEEPER _ h -Y / EnA TE YAYMw ,«� M AREA LAM rtrFAN MM NEN IS I \ I I I I In 92217 al. I14 AYS FOOR aOPES H&IT ACTIVELY N70 &1. MIT 21T A5 FIA SLOPES MITER THAN 1 \ As SSA ¢'\ /,� r I ` .: ' tat. 1 THE CMIRAC CU VAL. BE RE5PO R FOR AGE OUNH DITOEs PPNG. M ^r OTHER YEµS MQIMEO TO NAIRE DIMMER CRNMACL pIRNO �.y A /n n n ^ /1 / / nl T/ / ^ �/ / i r- LON51RUCnM. "fd�•(r Y—RYn�91I.51 Ir� I ! B. MY DEWATEINNG 9rNL BE 05CHARCEO i0 A TEYPORMY 3gME11T A9N, C \ MNKQIjwL l \7 V V V V V k / I V L . \./I / 11 I L /-1 / \ L_ T. THE CMIIRAC'llxt sxuL eE rtvMSIaE rM MNNnxANLE M N.L ER05M I / ( CCNIRIY DEVICES ENTIRE 9TE NASA MlfgM H EEAATYE COLER CLU A BUTDONSTYMO �`{1( �-lnv=F9IT p0 \ I BOF M OWR THE E WTED TO THE FM P1pNp15 µ4A Y.WIENAMCE SMNl NCLUM BUT 1qi 1 \ n REMOVE YCYExi FROM PCM%5 NA DITCHES WIN xNF FUL MD UPM CO PLEMI M COMSTRVCMWI. (EITIM 73 HgFS) REMOME RA RE Npl ACCIMILATp1 ACHES M1MNE E BENQIYT \ \ 1' \ \ HEIGHT M THE W (MTM n HOAR O TOP NUT NIDRANT LOCATED AFTELI CIASNU BE A \ \ ' ' \ ..I" ROC W S � MT REPL,YYpIi gMMG NILLAT Y DNVEHE �M Ar CMWR MACH \ a SSART Mr pFP00YlND M RT M NA M rEW M EMSING S1DIN SEFERS ROAD. ELEVATION = 9Y2.96 �A�NES $HALL BE RBFOED AFTER EACH RAN l() m ARCM I Ii `\ I S. THE CMTRKIM SH.. BE IESPDIISBtE FM NEEoXIG EIMSTNG xMp 5r116ACEs QEµ fP 3.➢RERi A181 YW. T t NA41BE P� \\\ 9.TE CMnLE ACTOR SHALL CO PLDI TELYY SEIM ROOM Nl TE1PORMY ERO51M AND \ SdMEHT COHIROL MEASURES NMEN THE STE HAS TTF A GETAHW CEN9Tr. 10. COX IfCTEO SFLYERT, ASPHALT µD CMCIEIE MMMOM FLOATING DEBIBS PAPER. \ \ \ W RASTC. FABRIC, CMSIRUCMO DEYWMN pFHN5 MD OTHER WASTES MUST BE DISPOYD M PROPEIRY MN re1D MUST COMPLY NM YHA pMOSN RECUREMOMM II. AMID DIWOSAL M OIL. R. PAINT i A1Q MY HAIMMS UBSLµCES MST BE . C E NM U EWITMS \ -Nhv9/).93 12. EYTERHAL WA9XMG M TRINMS MO OTHER CLNSTRV[TM NMCLES MUST BE LIMITED _91)H I \\\ . \ \ \ ShTO A LEFNED MIA M THE S M t 0.EMLY IAftLO AS SUCH. NWIOR W5I BE CMAANEO Ma \ WA51E NIMERLY p5p♦pAD M. 1p EMGME OEOEASNG IS N10wF0 M 9TE Fa,91 NEAS iO BE BOD A YNNM fP !(10 fECi IRCY MY WETANOS PMpS, M OTER WAIEN BOGIES I \ \\ \ 11 SIOCIOCU S N a A STMIU Q N FEET FROM EL YEr//DO Palo. ) On MULCH ER N1DY3i RNQE 914E H WSiµ1�£D�ARQM YM �TTMIMDT mIwT AY$ FROM T4 ITT ACTVIMS MAT FMIET THE STOCIPIE 14, •X00 wn WAY BE USED TO STABlum aGPES REV NO OA]£ BY QESGR/PI%MI DEsAviEzI ppAWN 1 ENDER w DIRECT s ERxsIM Alq 11NT I AM A tNAY """"+�'_«"""'"" GRADING &EROSION PRaECTND, P.E.O. T.J.B. RED61ERE0 F MMEN& ETIDIMEER INFER TIE I A5 OF gPhnOrNsmBowl LOTUS WOODS 16-0139 nE $HARE OF WIESOiA �"�D lO.F�' TTo Baeab N"55313 CONTROL PLAN RE_0_ PRUI E. Otto 3wChI N FaaM)M24W CHANHASSEN, MN ATE: B-m-IR LICENSE W. .M63 EmBr &LaM surrerors Ax SHEET NO. 2 OF 6 SHEETS 6-18-19 ------------------- EXISTING BASE LINE CANOPY COVERAGE = 36,546 SF. (72S) uxoza w oxan suPERlssxaf Fxo rxa i w 4 oixw LOTUS WOODS P.E.O. r.18. REG5TERED PRJRS9pNIL ENGMEER aNOER iNE IANS !K aµy lO�nsion Saab 1NE SrA1E a 4Rp1E50TA �1 TTo nwlaB1�n, 19 CNEClU=O P.E.O. 13.—u I W.m I. CHANHASSEN. MN N SCALE: 1'=30' Number Type Size Corldtlon 1 boxekbr 15 fair 2 maple 26 blr 4 basswood 30 good 5 ash 8 fair 6 me le 10 good 7 boxeider 6 6 iriapie 10 good 9 bullem/ 18 birgood 10 boxekbr 10 Dood T1 N locust 10 PW 12 basswood 10 good 13 basswood 10 good 14 basswood 12 tak 15 ash a bk 1e basswood 10 good 17 basswood a adr 1a basswood 12 bk 19 basswood 6 poor ash 11 good basswood 10 ash 10 wd R25 basswood 10 ar ash 16basswood 10 ash 14 ash 12 30 ash 8 32 mC oak 29 good 33 ash 12 good 34 mple 1e 35 mpil 4 36 mple 4 38 basswood 18 good 39 basswood 16 good 40 basswood 10 fair 41 basswood 10 bk 42 ma le 19 good 43 ash 12 good 44 ash 18 47 ash 14 good 50 "pie 24 or 51 ash 14 Wd 52 basswood 12 good 63 ash 12 good 64 boselrler 14 good 85 bonkler z0 fair 69 sail 10 good 71 basswood 24 bk 77 can 12 83 red oak 36 dead 87 ma le 12 fair a8 mple 14 pood 97 mple 12 fair 99 basswood 24 bir W rm b 38 7118 oak 24 EXISTING TREE INVENTORY I 16-0139 HEET NO. 3 OF 6 SHEETS �" 6-18-19 N �r SCALE: 1'=30' ryyyyl xrross mars m Jr xcw�ra a.wwc vavwvr cc«sraucrrov 1.61111^'^ ^'KU &FE"'G^" µo ^wT T"N • �• '"""� � -�"'" TREE INVENTORY P.E.O. 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PNtl.+<.w so uo. Iwi r 'L om9 •mwwnl;9 eNl to Iu.waoltl ewwml Aso. uNawVxu 1*.0 cw Paold a9 IIOP aml^x euMes. roywn4,Y .W '9 via vww 90o n 1-z 's m.o PV N D Y m Lxx,l 9 -♦ YSLO.W-'.e 1u.1[ wnuauin so-L mod wo.v wx=1 '.OB�Ox-to-lVeM I>iM1IL I 53fON I ld alOOs 01 (ON (L .ION •K.) xoua9 minm.0 wns Bz'6♦Lt f0axn ,♦Z nO6 .iO6..e6r S .m0-.LL yR, ♦lanuoJ 00[CB11nd5 09CE 100Nn-.E .IWIwuOvnS esu -Ion 'Fwl .nYOYI BOS w Wlnn 4 �d�09tt 100Nn-,Z � � FP5 'ee.Eei .e vo9Y I� m .99 d Benchmark - - ' \ TNH Elev= 942.96 (N.G. V.D. 1929) n C Q 0 I E.O.F. X 949.24 X N O __j J / / — / VERIFY LOCATION OF EXISTING _SANITARY do WATER SERVICES."'- -"' INSTALL NEW SERVICES IF NECASSARK cn o�. 00 LL TEMP HYD do 6" GV - 8 x 6"_ I `. REDUCER an 01- of 0 _.,. , - x. -----------------_-1 1 \ 6 1 FUTURE DR18 DRIVEWAY BLOCK ( I _. \ ~'.. \ 9 I I I FUT R£ END\ \ garage WA SER�NCE-��� END4 A V\ t .... CURB STOP ( I CURB STOP-... 'T�Rtti W Y I L2 Ex.M l-San \ L v0\ garage R;m=92789 LL=938.5 Inv=916.47 ION FROM TTREAM H " 8"D EI SAN_ PVC\ \ i ( AIH�' ...-SAN. SE;6 1 _ L £LEV AT EN - '^+� �' J `-PVC SANITARY SERVICE-' s = �qFi ER SAN. 4�. --- --' �- \ TO o Rim= 5------fir - S— SS SS WM B a SS t S PVC STUB n ex. grovel djw 1 ex. surmauntab a __ " _ -Rim=933.2t— x.MN-Se= Rim=930.15 'I Inv=92397 /� T REMOVE EXIST, l \ Sc N. In v=926.93 I CONC. VALLEY' A "Rim=938 �l W.inv=924.03 I I �i I GUTTER `r ,nv=922.58 I �! r_Rim=93396 \ / SS \ \ nv=92237 ExMH-Son 7ttt^9 = mRi `Z,,.� \\\ Ri2Z t2 \ S I I I I In v= 916.83 7cEx.MH-Son / i( -lr,5VF�922.9 ~Rim=9 251 \ — NZnt v 91380 - NS.Inv= 1371 I I A //1 n Fl A I I /1 T I I^ / A \1 L'I\2 I VV l./l/LJ.� 1 I POND edge oP panEx 15"CUP \ l l 63 1 \ -N Inv=317.95 1 Slnv=91744 EXISTING FUTURE CENTERLINE PROFILE 970 PROPOSED FUTURE CENTERLINE PROFILE 970 i iQ . I: WOODS DRIVE .."LOTUS 960: { : ... .:. ADD 1' .......... H EXTENSION: FOR.:::: 960 .. .:: ......: ...: , 200X 0 72 1 � PROPOS D CENTERLI E PROFILE -- i` e) a CN Ln ao 950 I I n N o o r) 4J WM :WI �: ?:: -s ..: " :.:: + M v II 2 v EXIST 106 �� w�_ - Q 8 X' $" WET' T P (: 8":V ': C01 1- o} j j \` _ m �.� . . 5:70 �-C 1 1 940, II > I rn 703�. 11. " l 300x' ....... . 940 REDUCER .54x gi` \ 8?0 1 1 20 LF' 8" DIP . a o o ®3.11% 9jo 8" 930 m T C; CONNECT TC EXIST. > STUB: [ .=931.11 w,... :. 8" WM STUB Z 10 F 8" PVC -, - 920 ®3 .:: z oo 920 38 L 7 n rn STUB T. PVC ® 1 1 n N' IN 9.. 922 (VERIFY . 5.98,LF OUTSIDE DROP :. ?z .. 11 LF:B. 910 I INSTALL DIP TO a PVC :® Q. 096: 910 UNDISTURBED EA TW ON I. ....... (INCIDENTAL)....... ... p. . . . . 900 900 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 DATE BY DESCRIPTION DESIGNED DRAWN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY wwwottoassociates.com P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF 9 West Division Street CHECKED P.E.O. THE STATE OF MINNESOTA. TTo Buffalo, MN55313 (763)682-4727 Q SOCIATES Fax :(763)682-3522 Engineers& Land Surveyors, Inc. Paul E. Otto DATE: 6-18-19 LICENSE NO. 40062 U bU 1UU Feet SCALES: 1"=50' HOR 1"=10' VER BENCHMARK: TOP NUT HYDRANT LOCATED AT THE INTERSECTION OF FOX HILL DRIVE & CARVER BEACH ROAD. ELEVATION = 942.96 NOTES: 1, ALL WATERMAIN SHALL BE C-900 DR18 AND SHALL BE INSTALLED WITH DUCTILE IRON FITTINGS. FITTINGS SHALL BE POLYWRAPPED. MEGALUGS SHALL BE COMPATIBLE WITH PVC PIPE. 12 GAUGE TRACER WIRE SHALL BE INSTALLED WITH ALL PLASTIC WM. TRACER WIRE SHALL BE TERMINATED AT ALL HYDRANT BREAK OFF FLANGES. 2. ALL 8" PVC SANITARY SEWER SHALL BE SDR 35 UNLESS OTHERWISE NOTED. 3. SANITARY SERVICES SHALL BE 4" PVC SDR 26 AND SHALL BE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICE. 4. WATER SERVICES SHALL BE 1" COPPER WITH 1" CORP. 5. MAINTAIN ACCESS TO EXISTING HOMES DURING CONSTRUCTION. LOTUS WOODS CHANHASSEN, MN CITY OF CHANHASSEN RECEIVED JUN 21 2019 IYUIi1AM PLANNING DEPT SANITARY SEWER & WATERMAIN PROJECTNO: PLAN LOTUS WOODS DRIVE 16-0139 SHEET NO. 1 OF 6 SHEETS DATE. 6-18-19 ly _7 -95510•95525 \ } �/ / 1 Feet SCALE: 1"=30' 1. \ N \ > 1 j l LEGEND 1 0 / 1 - - � denotes Existing \ I Contour � � � "� tOt2.00X denotes Existing Spot Elevation 10120X denotes Future Spot Elevation -edge of bitr., '� � } -1010- denotes Proposed Contour tt. df - - ��_ ` sszz7 \ \ ` y 1 ` denotes Proposed Drainage � b - - - qh \ •s52.ss \ `F, l \ 1 Wb�a \ - •sa54� / n \ -+- denotes Proposed Drainage ! et. °° \ \ -1010- denotes Future Contour TW=goo, 0 denotes Top of Wall Elevation 50 ' 9 9�� \ Bw=900.0 denotes Bottom of Wall Elevation denotes Power Pole OHE denotes Overhead Electric Line / !-RE . WALL ° \ \ W denotes Watermoin $ ` -BN=9500 ss4 - - \ s / \ , \ S5 -denotes Sanitary Sewer Line V , \ ST - denotes Storm Sewer Line ex. bit, d w 952 Dcatn a and Ut t rose _: ------------- - = _ _ - - - - - \ denotes Water Valve \\ - Y -•----,.� w --_--- ---- --•""` ;na e nd Utflit E e !- A 10 - 47.0 -- ? - _ - - - `//////-'���.''' - _1 f = y �_ Y �946 \ {50 �.. J WEdge Q `A �- \ denotes Hydrant .950 --.... - �O V - 5 48 -`?s "��"..--,-•�,� �' `� / r".�el I 1 �\ denotes Light Pole 6. 0 1 t9� qk ' o N \ o ` �q0 ` - -- - -" __ _. denotes Drainage and Utility Easement 22.SOg 1 �S 949.5 g k561 - 1 a 2250 0 4S + noes Q 48 ! k1a I\ \ SF denotes Silt Fence ir 94 L - ` _ 7^8.50 $,\.l 'floF:: 20' CONSTRUCTION \ ' 942 1 ��-94jj¢4 { o �C0s3�� p g'' - X. \ �r� S£MENT / o 4 3^ .urainage and - 2 00-::. 1 a \ I y- \ 1 3890942 www��J -) % j' UtilityEasement ` 9k2 k i- I �NSTALL Q[ MAINTAIN , 94O t } ! s rn gs '4 .... CONSTRUCTION/' 1 R£T. WALL l _ 936` - __ __ ! 51 j , i � y p 40.00,-... 4 b2 20... 94ENTRANCE \ \ / y40 C I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN y - I L %/ �94t23 / 9b . TW=943.7{\ { BITUMI&OU, -\ APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT RET. W� �gfp,/� LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, HE AGREES 7' 7 A 9q2 T \ - 1 \ 8W=941.0 =944.0 al 9? SURMOUNTABLE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMANGES WHICH MIGHT BE �- 1TW=941 CURB & GU OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL \ �_ ex. rock re! -watt 959• =7 ` UNDERGROUND UTILITIES. / k N; {o ;, '/.� ._MATCH%" 1.` 2. CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE 4 /"-'w'"""- i - on ` SURMOUNTABLE _..._..._ \ f / Rrm=933.27/ex. surmountable \ C(J & GUTTER >`^� �``� MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL \ nv=923. _ & utter / cuRe & currER / CONDUCT WEEKLY EROSION CONTROL INSPECTIONS, INSPECTIONS AFTER 24 HOUR RAINFALL �. _FUTURE STR T \ _ ✓ ' �32 - 9 --'� =• SS SS, SS SS S�M ATCIt EJ T. ' S S CONSTRUCTION SIGN ? EVENTS OF 0.5" OR MORE AND MAINTAIN INSPECTION LOGS THAT INCLUDE CORRECTIVE MEASURES `r CURB & GUTTER - ` TAKEN. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS gro t - W W W W W W ,A o • j ---........___"_t-• \� � � � �xist. w W W l � ---�--;.._. W h SS~ �``�^ �\ "^-�.. OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 930 MATCH EXIST BIT°-..." ""'-- e 3, ALL SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING ACTIVITY 5+12 -'-CONCRETE VALLEY GU TT` UNLESS OTHERWISE NOTED. / 4. ALL DISTURBED AREAS SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 e - Ex.MH-San (70 LBS/ACRE) AND MN/DOT MULCH TYPE 1 (2 TON/ACRE & DISC ANCHORED). \ 92 T Inv=9 2.88 FERTILIZER SHALL BE 24 12 24, THE MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN SS \ \ I I tnv=92288 Ex.MN - \ / / Rim=933.96 THE AREA IS NOT ACTIVELY BEING WORKED IS: 7 DAYS FOR SLOPES STEEPER THAN SS n 30 7 I I Inv=922.37 3:1, 14 DAYS FOR SLOPES 10:1 TO 3:1, AND 21 DAYS FOR SLOPES FLATTER THAN `� r 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OR SS 92K 20 �. I I `� I r I ^I OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING Ex MH-San / / I A If _T_ / / ^ �/ i � - CONSTRUCTION. SS ` Rim=922.5i / I _ /f - 6. ANY DEWATERING SHALL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN. `-NW.tnv=913BOL/ It `� I V V U V `� I / V L _ U U �i L _� { T \ _ 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION __ �'(1j•� S /�i 7KS.Inv=913,71 I CONTROL DEVICES UNTIL SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY \ D" OF 70% OVER THE ENTIRE PERVIOUS AREA. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: Inv--22.ti I a. REMOVE SEDIMENT FROM PONDS AND DITCHES WHEN HALF FULL AND UPON COMPLETION OF CONSTRUCTION. (WITHIN 72 HOURS) b. REMOVE SILT WHEN ACCUMULATION REACHES ONE-THIRD THE BENCHMARK: \ \ HEIGHT OF THE SILT FENCE. (WITHIN 72 HOURS) TOP NUT HYDRANT LOCATED t \ 9?? c. MAINTAIN ROCK CONSTRUCTION ENTRANCE. REPLACEMENT DURING AT THE INTERSECTION OF FOX CONSTRUCTION MAY BE NECESSARY. HILL DRIVE & CARVER BEACH \ \ \ \ d. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING STORM SEWERS \ ROAD. ELEVATION = 942.96 \\ 1 s{ OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS �°.. � \ CLEANED. ` 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING HARD SURFACES CLEAN OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE }t REMOVED WITHIN 24 HOURS OF DISCOVERY. POND t \�\ \ \ 9. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WHEN THE SITE HAS 70% VEGETATIVE DENSITY, edge of pond__" \ \ 10. COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, \\ \ \ PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST \ \ BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. \ / 11. STORAGE AND DISPOSAL OF OIL, GASOLINE. PAINT AND ANY HAZARDOUS SUBSTANCES Ex. 15"CUPMUST BE IN COMPLIANCE WITH MPCA REGULATIONS. Nlnv=917 12. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED \ \ ip-N.tov=91Z95 TO A DEFINED AREA OF THE SITE. &CLEARLY CABLED AS SUCH. RUNOFF MUST BE CONTAINED AND 1 \ S.lnv=91744 WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. WASH AREAS TO BE A MINIMUM OF 200 FEET FROM ANY WETLANDS, PONDS, OR OTHER WATER BODIES. 13. STOCKPILES SHALL BE A MINIMUM OF 200 FEET FROM ANY WETLAND, POND, OR OTHER WATER I \ \ \ \ \ ~ BODY. STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEED (MN/DOT MIX 150) & MULCH AND SILT FENCE SHALL BE INSTALLED AROUND THE BOTTOM WITHIN 7 DAYS FROM THE LAST ACTIVITIES THAT FORMED THE STOCKPILE. 14. WOOD CHIPS MAY BE USED TO STABILIZE SLOPES. N 1 948 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T.J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER RE DIRECT SUPERVISION AND THAT I T A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /) �O /'�1^-r// www.ottoassociates.com 9WestDivisionStreet Buffalo, MN 55313 TTo (763)682-4727 SSOCIATES Fax. (763)682-3522 Engineers & Land Surveyors, Inc. LOTUS WOODS C HAN HAS S E N , M N GRADING &EROSION CONTROL PLAN PROJECTNO: 16-0139 Paul E. Otto DATE: 6-18-19 LICENSE NO. 40062 SHEET NO. 2 OF 6 SHEETS DATE. 6-18-19 i REV NO. I DATE I BY I DESCRIPTION DESIGNED DRAWN I MtKLtlT l LKIWT INA1 INIZ) Yam.^I WAJ rKLYAKLU oT Mt UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY P.E.O. T.J.B. REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CHECKED P.E.O. Poul E. Otto DATE: LICENSE NO. 4UU6Z L AIJ IHVV D.MJC LI/VL UMIVVr I UL/VLIlt1VL — ✓vT✓- u ✓.T . t IcIV/ www. ottoassociates. com TTo West Division Street Buffalo, MN 55313 B (763)682-4727 SSOCIATES Fax. (763)682-3522 & Land Surveyors, Inc. LOTUS WOODS CHANHASSEN, MN 0 30 60 Feet SCALE: 1 "=30' Number Type Size Condition 1 boxelder 15 fair -poor 2 maple 26 fair -poor 4 basswood 30 good 5 ash 8 fair 6 maple 10 good 7 boxelder 8 good 8 maple 10 good 9 butternut 16 fair -good 10 boxelder 10 good 11 bllocust 10 poor 12 basswood 10 good 13 basswood 10 good 14 basswood 12 fair 15 ash 8 fair 16 basswood 10 good 17 basswood 8 fair 18 basswood 12 fair 19 basswood 8 poor 20 ash 14 good 21 basswood 10 22 basswood 14 good 23 ash 10 good 24 basswood 10 poor 25 ash 16 good 26 basswood 10 good 27 ash 14 good 28 ash 12 good 30 ash 8 good 32 1 red oak 28 good 33 ash 12 good 34 maple 18 35 maple 4 36 maple 4 38 basswood 16 good 39 basswood 16 good 40 basswood 10 fair 41 basswood 10 fair 42 maple 16 good 43 ash 12 good 44 ash 16 good 47 ash 14 good 50 maple 24 poor 51 ash 14 good 52 basswood 12 good 63 ash 12 good 64 boxelder 14 aood 65 boxelder 20 fair 69 ash 10 good 71 basswood 24 fair 77 elm 12 83 red oak 36 dead 87 maple 12 fair 88 maple 14 good 97 maple 12 fair 98 basswood 24 fair 99 maple 36 poor 1116 oak 24 EXISTING TREE INVENTORY SHEET NO. 3 OF 6 SHEETS PROJECT NO: 16-0139 DATE: 6-18-19 delineated956 8,050 - f 1 1 9M23\ \ . "Ato 1 P - � 1 Of y_ .9s72r \ ..��.�-- sx bit, %'� 1-94 d M47 GO t \ 6 ':'"... G�?.IS•.A..ih.A.../*._h..�/l. A,..h...h ,�„ l`... V \\ 2 - - - - - - - - �. Uj 2 npge and Utility £osemeiit 10 .. ..._- --'' "..... 18 - - - - - - - - - - - 1 - - Edge ot�, Sup -- 1 1 5 5� 8 C=949.0 64 I -35 33 _ TF= 950.0 1 _640 65 I 23 _ 6 \ 1 LL=941.0 1 _ - " 32 \\ Sw0� es ( 25 9aC°9e r 9� s 94 r / 77\ 97 922 �30 �- i24 �< % i n 10 �/ I �� ✓ \ srn 15 \ \ -- _ 71 1 .. 069 G-94 .2942 3 34 x.'LL=938.5L .940 :`. LO-J F TF=947.5 94� \ l41 �-�— 7 — 946 2 _j 938-=--._� = ._._... �.5 51 �-.' \--. r" �' �� 94g o t ,�..I:. 42 SF SF SF. SF.. \ SF SF. R `^.,, ex, surmountobte rr --- V I V & gutter --,`., .� ..-.-. SF. :.. SF- SF SF V wOQDs 6-- — — 5j--1 I B 930 928 lI - 30 20\ \ \" DOG woL od l t — .. l\ \. POND edge of Pend- l 1 VD. T_`. I r I A //1 /1 n /1 A/ / /1 T I I;` l A �{� r- V V l� lJ LJ I U/ V I L_ l// lJ .� I L-/—I / L I 0 30 60 Feet SCALE: 1 "=30' DENOTES TREES TO BE REMOVED DURING PRIMARY CONSTRUCTION REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN P•E.O. T.J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /) www.ottoassociates.com 9 West Division Street TTp Buffalo, MN55313 (763)682-4727 SSOCIATES Fax.(763)682-3522 1 Engineers & Land Surveyors, Inc. LOTUS WOODS CHANHASSEN, MN I TREE INVENTORY (AFTER PRIMARY CONSTRUCTION) PROJECTNO: 16-0139 Poul E. Otto DATE: 6-18-19 LICENSE NO. 40062 SHEET NO. 4 OF 6 SHEETS DATE: 6-18-19 HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION over Minimum cover required CL PL WATER Tyler No. 6860 over top of water main. ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY Mueller No. H-1O361 Bibby -Ste -Croix No. B-5160 � VARIABLE Provide Valve Stem Risers To Within 4" Of The Surface ; ; 9' CROP Llj,� If The Distance From i F The Top Nut Of The Valve To I THE HYDRANT MARKER SHALL BE A SPRING MOUNTED STAINLESS STEEL OR PL The Surface is Greater Than 8'. ALUMINUM ROD 5' IN OVERALL LENGTH, Street pg�(J Grade 111 FOR SIDE MOUNT APPLICATION, USING RED & WHITE REFLECTIVE TAPE WRAPPING. Variable Easement y --r METAL TEE POSTS INSTALLED 6' Metal fence post Variable P INSTALL MAGNETIZED EXISTING OR FUTURE L- -� Adjust top t0 3/4" below FROM INVERT TO 3' ABOVE FINISH GRADE TOP 6" PAINTED TRACER Box CURB OR GUTTER LINE denoting Curb box, Tyler No. 6$60 26" grade. Box to be set to GREEN. -- (SNAKE PIT) AND HYDRANT top 6" painted blue. Mueller No. H-10361 26" provide 12" of adjustment. 3T TRACER WIRING AS S,�T VALVE BOX Bibby -Ste -Croix NO. V8502 27" NEEDED PER DETAILS 5500,5501,5502 Curb box with 1 1l4" �OVERLAP ON TEE POSTSstandpipe I z4' MIN. 20% and sta lonary rod M TOP Mellerl No.8H-10357 z WYE PLUGGED EBibby-Ste-Croix B-5001 •aT er No. 58 14" 18" Gote valve b/ox, screw type, = 45 DEGREE68EPD 2.No. HYDRANT SHOE 3' 59 3 piece, 5 1 4" shaft, size NO. 60 24' " SDR-26 PIPE MIN. SLOPE 1 4" PER FOvu'i f AND BARREL SHALL BE G box, 7'-6 extended, Mueller No. 58 14" #6 round base V) � PLASTIC Z AS REQUIRED 10' TYPICAL No. 59 20" W - WRAPPED PER a- SECTION 2.030. in z �'- Water Bibby -Ste -Croix Gate Valve Ada ter: 1 4" VB520 No. 57 9" P / _____--- SERVICE MARKER SEE NOTE 2 ( # ) r: ANODE BAG CITY WILL FURNISH Service 1 Type "K" Copper Steel With Protective No. 5$ 14" Coating, 1 2 Rubber / " 1 2 PIPE DIAMETER MIN. / 1` EXTENSION V852i VB522 No. 59 26" 9• ANODE BAG,STRAP AND STAINLESS r; V6523 No. 60 26" Gasket Installed Between SANITARY SEWER STEEL BAND TO BE INSTALLED BY 1"X1" Corporation Cock The Gate Valve And Gate Valve Adopter. GRAVITY MAIN CONTRACTOR 6 C-900 6' C-900 WITHOUT ADDITIONAL Concrete brick support Tyler No. 6860 65" Mueller No. H-10361 65" Clow, Mueller or COMPENSATION. min, size 3" thick & 32 Bibby -Ste -Croix No. VB516 60" Approved Equal i CUBIC YARD OF GATE VALVE TEE S in q' Resiilant Wedge Valve Conforming to AWWA 1 1/2" CLEAR ROCK W17N ADAPTER Water Main Valve and Box to be C-509 Standards With AND 2 LAYERS OF 6"xB"46" SOLID CONCRETE BLOCK T plastic wrapped per Stainless Steel Nuts BO TOM POLYETHYLENE (4 MIL.) NOTE. section 2.03a & Bolts and 2' NOTES: NOTES: 1. DO not plug end Of curb Stop. Bronze Operating Nut. 1. SOLVENT WELD ALL JOINTS. NON GASKETED ( ) 1. ALL HYDRANTS SHALL HAVE WEEP HOLES. 2. HYDRANT BURY DEPTH SHALL BE AS PER MANUFACTURES RECOMMENDATION WITH 2. Add 6" crimped pigtail to curb stop. 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN A MINIMUM OF 7.5' COVER OVER HYDRANT LEAD. 3. The copper service line between the main and curb boxf7 THE SAME TRENCH, INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO 3' ABOVE 3. ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRANTY PERIOD shall! be one continous piece of g, p p p piping, slices will not be permitted FINISHED GRADE AND PAINT TOP 6" OF POST FLORESCENT GREEN PAINT. AS NOTED IN SECTION 2.09 OF THE wATERMAIN SPECIFICATIONS. t� 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. 4. Corporation cock t0 be of the quick compression type as stated In section 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE S. ALL JOINTS SHALL BE RESTRAINED VIA MEGA -LUGS MECHANICAL JOINT RESTRAINT. 2.11 of the watermain specifications. BA EXCEEDS 90 FEET. 6. ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE TO BE 1/2" 8"x8"x16" Concrete Block 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER PER FOOT OF HYDRANT. 5. All taps require use Of stainless steel saddles on all mains. AGGREGATE (3149.2-H ). 7. HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT IS OUT OF SERVICE. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. OF cm TYPICAL GATE VALVE M1OF TYPICAL SANITARY or TYPICAL �llVic my HYDRANT orp� p �l■l�lu�srs��{� TYPICAL �� AND BOX INSTALLATION CEM SEWER SERVICE WATER ( LESS THAN 16' DEEP) INSTALLATION / C1�� 'l j�j�j� SERVICE REVISED: 3-16 ENGINEERING DEPARTMENT PLATE NO: 1006 REVISED: 10-16 LATE NO.: REVISED:11-16 ENGINEERING DEPARTMENT PLATE NO.: 1004 FILE NAME: c ENG SPECs 10o6 ENGINEERING DEPARTMENT 2001 FlLE NAME: G. ENG SPECS 1004 REVISED: 10-16 ENGINEERING DEPARTMENT PLATE NO.: 1005 FILE NAME: & ENG SPECS 2001 FILE NAME:G: ENG SPECS 1005 Provide I & I Barrier on all Sanitary Sewer Manholes (See Plate 2109) - 17 Compacted Native Fill Manhole Castro Lid and adjusting 9. ) g Material, Com acted to p Add mastic Rings (See plates 2110 & 2111.) 95% of the Standard between frame Manhole coating, lid and adjusting and rings rings (see plates 2110 & 2111) 6' Concrete Collor Proctor Density/ Provide I& barrier on all sonitcry Cut bell from DIP join with Stainless • "A" Use MNDOT 3149.2B/ Varies sewer monhole(see plate 2109) Steel repair sleeve p Granular Borrow or approved equal :r Compacted Napptive Fill ' 6' Concrete collar 95% of the Standard Proctor Density/ 6`-0'• 12" All joints in manhole to hove "o`ring rubber o Varies All joints In manhole t0 have "D'ring d gaskets and Intl -shield external seats at { g barrel and cone section joints an sanitary 12"-16" IP rubber 4askets. Infi-shield external `o �- Embedment applications or approved equal. , Tee Section seals as required by the Engineer. Material Adapt DIP to PVC _ MNDOT 3149.26 A maximum of 2 short manhole I 20's Foundation Material MNDOT 3149.2H sera to be used directly below cone section t Dip 3/4' Stainless Steel Strpp� i-Ii Varies (- i-I a'-0' m fastened to wall every 4 ax. (� I_ If Required " Pipe shall be cut out Bush m _ p spacing) using stainless steel expansion bolts, 2 straps per -I - _ - III- q Note 1) , 5" with inside face of won. Non-corrosive4' 1. section. _ _(see "Bc" Denotes Outside r Kor-n-seal required. blocking between NOTES. 2' Outside 2' Diameter of Pipe 2' 2' pipe and MH wall. 7- 1. Kor-n-seal manhole or approved Pipe Diameter Outside � equal. 2. Pipe shall be out flush with Natural Ground Pipe Diameter inside face of wall. it Precast inverts must be 1/2 of 3. All d houses shall be routed The bottom of the trench shall be Compacted native fill material/957 proctor pipe diameter and benches SECTION VIEW 2- toward the invert PVC Bend on the inside and outside. she ed to fit the pipe barrel for at p p sloped ZMIn.rnum 4. Precast invert shall be 1 2 / Dial. pipe and benches least 50ra of the ou side diameter MNDOT 3149.2B sloped 2" toward invert. thickness of precast base is 5. When the manhole or catch MNDOT 3149.2H 6' for 14' deep or less, and increases basin is constructed outside 1' in thickness for every 4' of depth the traveled roadway a witness NOTES: greater than 14'. / post and sign shall be installed -- next to the manhole. 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. TE: tL� SECTION VIEW Minimum thickness of precast base NOTES. 1. When existing soil conditions are not acceptable for backfill and/or compaction 2. P.V.C. bedding shall be MNDOT 3149.28 select granular borrow with 100% 3/4" less 1. Kor-n-seal manhole or equal considered acceptable alternate. is for 14' deep or less, and in to pipe zone, pipe bedding and backfill shall be used as shown on passing a sieve, and than 10% passing a N0. 200 sieve. increases 1' in thickness for every re detail late 2201. 3. Trench slopes shall conform to current OSHA rules and regulations for ou 2. All dog houses shall be grouted on inside and outside, 4' 4' of depth greater than 14' deep. excavations and trenches. 3. When the manhole structure is constructed outside the troveled roadway a witness Post and sign (MH) shall be Shortened 90' bend resting on preformed channel to direct flow downstream 2 Trench slopes shall conform to current OSHA ruses and regulations for excavations and trenches. installed next to the manhole. 4. Minimum of 2-2" adjusting rings, maximum of 3 adjusting rings or a total of 8' of stock height far new construction. ATlOF PIPE BEDDING OF SANITARY SEWER INSIDE PIPE BEDDING STANDARD firCM id11 0F IN SOILS �� FOR P.V.C. PIPE SANITARY MGM DROP MANHOLE I RCP DIP MANHOLE REVISED:11-16 ENGINEERING DEPARTMENT PLATE NO.: 2203 REVISED: 3-16 PLATE No.: REVISED: 11-16 PLATE NO.: PLATE No.: ENGINEERING DEPARTMENT 2104 ENGINEERING DEPARTMENT 2202 FILE NAME: G:\ENG\SPECS\2203 FILE NAME:G: ENG SPECS 2104 FILE NAME.G. ENG sPEcs z2oz REVISED: 3-16 ENGINEERING DEPARTMENT 2101 FlLE NAME:G: ENG SPECS 2101 REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T.J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I A DULY REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /j y��^ r// www.ottoassociates.com 9WestDivisionStreet TTo (Buffalo, MIN 763)682-4727313 Fax: (763)682-3522 LOTUS WOODS C HAN HAS S E N M N DETAILS PROJECTNO: 16-0139 DATE: Paul E. Otto DATE: 6-18-19 LICENSE NO. 40062 SSOCIATES Engineers & Land Surveyors, Inc. , �U + SHEET NO. 5 OF SHEETS 6-18-19 5 FT, MIN, LENGTH STEEL POST AT 6 FT. MAX. SPACING 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING GEQTEXTILE FABRIC GEQTEXTILE FABRIC PLASTIC ZIP TIES 36' WIDE PLASTIC ZIP TIES 3fi WIDE (50 LS. TENSILE) (50 LB. TENSILE) f AHRIC ANCHORAGE LOCATED IN TOP 8" TRENCH.BACKFTLL TIRE COMPACTION ZONE LOCATED IN TOP B" yeTH TAMPED NATURAL SOIL LOW +- za FLOW o-- nW FLOW 6"MW. FLOW �w ®2 Mp:CHINE SLICE o 6"MIN. �y 6' - 12" DEPTH r O o SILT FENCE, MACHINE SLICED 1 2 SILT FENCE, HEAVY DUTY 1 2 5 FT, MIN. LENGTH STEEL POST GEOTEXTILE FABRIC AT 6 FT. MAX. SPACING 36' WDE 0 SOP P�81'�c 1"-2" CLEAN CRUSHED ROCK PL IrJ` CL 2S` PL Expansion Joint 2% -�---• 2% - - Expansion Joint Tipout Gutter o o (25' I Tra sition) to Back to Back 14.I 14.0' be 1/2" oQe Above Edge outter °s� Wear Course tL20% 2 0% 'a �oBe - "5• 1�10+' 1.5 : 1 1` Draintiie 6" Topsail, Seed 2"-MNDOT 2360 SPWEA340C & Mulch or Sod. LL[ A I -� STAPLES FABRIC ANCHORAGE TRENCH. BACKFlLL Draintile� Tack Coat - 2357 Surmountable 2"-MNDOT 2360 SPNWB330B Concrete Curb egate 24" MNDOT 3A49r28 Select e Granular Borrow *See Nate 7 i ) Not to scale NOTES 1. Typical right-of-way-60'. 2, Maximum street grade 7.0%, 3. Minimum street grade 0.75%. 4. 6" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed. in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. B. Draintile shall be placed along both sides of roadway. See plate 5232 for details. WITH TAMPED NATURAL SOIL Inn1- o z FLOW 0-Lu z m 6 g SILT FENCE TO BE PLACED ON CONTOUR. SEE SLOPEAND AND LENGTH CRITERIA BELOW Cow IN. � SLOPE SILT FENCE, PREASSEMBLED tQ�2 VARY _ 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. d To Protect Area From Sheet Flow LOCATION OF SILT FENCE FOR SEDIMENT CONTROL Contributing Area: 1 Acre TABLE SLOPE VAR DESIRABLE SILT FENCE NEAR TOE OF 1' SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE y `SO' SO, <FticTyFyc� O ,o- 6"MIN.DEPTH FOR ROCK O 10"MIN,DEPTH FOR WOODCHIPS rY00O �O chGo�r S ttZ�Fh�lA0 p N` 18` MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC — A -+— Waterfiow 36„ _--- E-3/4" slope per foot 3° up from a . -- bottom and ° -a ° a _ n. a .a. .n, a . 4' a sifrom a -_..�� ._ 42� _: .__ a 8" sides. °' a a Class 5 aggregate base momMaximum 44-#4 Rebor SECTION A -A Na Scale NQTES: 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. NOTE: 7iLTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. FOR PEREMITER CONTROL affOF jM M STREET INTERSECTION CONCRETE VALLEY GUTTER �y �dr TYPICAL RESIDENTIAL ROCK CONSTRUCTION �p�q�y OF SILT STREET SECTION FENCE ENTRANCE REVISED: 10-16 ENGINEERING DEPARTMENT PLATE No.: r5206 REVISED: 10-16 ENGINEERING DEPARTMEN T PLATE NO.: 5200 REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME: G:\ENG\SPECS\5206 REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: 5300 FILE NAME:G:\ENG\SPECS\5200 FaE NAME:c:\ENG SPEGs 53D1 MODIFIED FILE NAME: G: \ENG SPECS\5300 g' PROJECT DAME PROJECT DESCRIPTION —A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER— NAME PHONE NUMBER CONTACT— NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS—MON.—FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS, CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. 4111 OF DEVELOPMENT INFO SIGN REVISED:1-10 ENGINEERING DEPARTMENT PLATE NO.: 5313 FILE NAME: C \ENG\SPECS\5313 REV NO. DATE BY DESCRIPTION DESIGNED DRAWN P.E.O. T,J.B. CHECKED P.E.O. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT I A DULY REGISTERED THE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /) www.ottoassociates.com 9 West Division Street Buffalo, MN 55313 TTO (763)682-4727 Q SOCIATES Fax: (763)682-3522 Engineers&Land Surveyors, Inc. LOTUS WOODS CHANHASSEN , MN DETAILS PROJECTNO. 16-0139 Paul E. Otto DATE: 6-18-t9 LICENSE NO. 40062 SHEET NO. 6 OF 6 SHEETS DATE: 6-18-19 0 30 60 FEET SCALE IN FEET Bearing Note: The North line of Government Lot 6 Section 12, Township 116, Range 23, Carver County, Minnesota, is assumed to bear S8903'291,E. denotes iron monument found RLS Cop No. 14343 (Unless Otherwise Noted) O denotes 112 iron by 14 inch iron pipe set and marked by License number 40052 0 denotes P.K. nail set \ 20 \ Vicinity Map Not to Scale SEC. 12, T. 116, R. 23 LROPERTY OCATION sO'ay Ho k 1p00 Drive g�9n°t^ ` Lotus Lake k ` O N O r t "C n ' `�+ 0 76th Street W J ;u 0 J Chan Kew 78th Street rboretum Blvd North Line of Government Lot 6, 20 t _ Section 12, Township 116, Range-, S893129 E (Deed) 23, Carver County, Minnesota S69103'29 £ 9501 ' ,s.S89 03'29 "E'06 530. r 30- DD — — — — — 289.93 — Drainage and 32.57 — — 5885257"E 96.75 — — — — — — Utility Easement` — \ N8725'14"W 100.16 — — — Z ���� — ——N8930'15"W 89.77 G � I \ In 11 BLOC CDwo \ \7\JVL_I\IVIVIL_ I q0 ~' \ a and Utility 47•W 65_83 _ - �- --N837B57'µ. I 20 \ 0-30'` \ Droineng per Doc. 47T' 579'50- _ Oraino - - Easement T1587 _ wand Utility - - I t -96 _ J."... 7 " \ T157037 &_ _ _ -!- / Easement NB9 9'W (Deed) - \ C- 52.57 \- )> N890329"W !; 57 28 30.46 d=7'3201 �7 N213848"W... ��15g3 55 N8978 09 E L=121,63 1 i Torus woods KNOW ALL PERSONS BY THESE PRESENTS: That Paul T Eidsness, ____________________________________, fee owner of the following described property. Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plot thereof. AND That part of Government Lot 6, Section 12, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Rood and Lakeview Drive, as designated and delineated on the Mop of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota, and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a port of Government Lot No. 6, Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of Title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Mop of Carver Beach, at Long Lake, according to the plat thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota, and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, o distance of 530.06 feet to the point of beginning of said line to be described, thence South 03 degrees 01 minutes 32 seconds East to a point 100.25 feet at right angles from the South Line of said Section 1, and said line there terminating. Has caused the some to be surveyed and plotted as LOTUS WOODS and does hereby dedicate to the public for public use the public ways and the drainage easements and utility easements as created by this plat. In witness whereof said Paul T Eidsness, --------------------------- has hereunto set his hand this --------- day of -------------- 20------- PaulT. Eidsness STATE OF ------------------------ COUNTY OF ______________________ The foregoing instrument was acknowledged before me this _ T. Eidsness, ------------------------- (Notary Signature) (Notary Printed Nome) Notary Public, ______ My Commission expires day of __ DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 1 1 BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES AS SHOWN ON THE PLAT \ 17.09 L. R=925.00 a=03522"�.! Drainage and Utility Easement per Doc. No T157037 & T158747 20--__--, by Paul South Line of the SW. 114 of Section 1, Township 116, Range 23, Carver County, Minnesota 12 90 S86'19706 £ 60.69 — I N8930'59"W 97.51 1 `\�Droinoge and I Utility Easement I , I 6 s �y�!ti9yk �o s� F L20.62 Drainage 937857 .W ;,and Utility-' Easement — „TI n T A --C IV I A v yy Drainage and Utility ,.,__I r-Easement per Doc. No--:: . . .... T157037 & T158747 I S87'41'07"W 94.60 R=875.00 Chd=171.7 C.Br9=N88'47'49"W \ n,^ nn VUv� L�U l r 1 rA Lyr1 r- \L \ I A //l n rl rl A I I /1 T 1 1— L�l\7 — l n l�, r- VV IJVLJ� VI V L-1,/ I l.J.; L-/-1/\L_ 50 SURVEYORS CERTIFICATE 1, Paul E. Otto, do hereby certify that this plat was prepared by me or under my direct supervision; that l am a duly Licensed Land Surveyor in the State of Minnesota, that this plot 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 water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the dote of this certificate ore shown and labeled on this plot; and all public ways are shown and labeled on this plot. Dated this __________ day of ---------------------------- 20____ Paul E. Otto, Licensed Land Surveyor Minnesota License Number 40062 STATE OF M/NNESOTA COUNTY OF WRIGHT This instrument was acknowledged before me on (Notary Signature) (Notary Printed Name) Notary Public, ------ My Commission Expires: CHANHASSEN, MINNESOTA by Paul E. Otto. This plot of LOTUS WOODS was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this ----------- day of -------------- 20-----, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA 0 County Surveyor, Carver County, Minnesota Mayor By. Pursuant to Chapter 395, Minnesota Lows of 1971, this plot has been approved this ______ day of -------------------, 20-----. Brian E. Proske, County Surveyor By-------------------------------------------- Clerk Property and Financial Services Division, Carver County, Minnesota 1 hereby certify that taxes payable in __________________ and prior years hove been paid for land described on this plot. Doted this ----- day of ------------ 20____. David Frischmon, Property and Financial Services Director BY------------------------------------- Registrar of Titles, Carver County, Minnesota I hereby certify that this plot of LOTUS WOODS was filed this ----- day of ______ o'clock .M. as Document No. __________________. W 50 Y...-.. moan oQ 0� N v�i p 0 o --roa od�0 aW r e �~ I O Cr to �S Q. �z 0 50 \ Kaaren Lewis, Registrar of Titles By-------------------- Mork / . Lake \ 0� 90� I \`�S301'40"E 6.27 7 � \ /1T A I/� UV ! L-V I /-1 L7,I\7 0 h -VV k/lJ LJ l/I V T / i ^ I A L- V I V L -1-1 /\ L_ \ 20 ------ at CITY OF CHANHASSEN RECEIVED JUN 21 2019 CHANHASSEN PLANNING DEPT WTTo SSOCIATES Engineers & Land Surveyors, Inc. Existing Intersection of the centerlines of Fern Rood and Lakeview / Drive per the plot of CARVER I BEACH AT LONG LAKE Conditions Survey z �W Z�N U U s~ N � O Z � � x U U -\ 0 20 40 Feet �..-Centerline of Fox Hill Drive (F. K. A. 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N893129"W 965f deed 1 i 3 N8903'29"W j ^- - 30.46 - : '- d>T3201 [=121,63 -_ 00.00 -925.00 \ t _g3.55 R=3 589'18'09"W C.=12J,54 C.Br 890329"W 50.12 ll 0 0 1 " / 57.28• L- 19'15"W \ 9.=N86'55'50"W \ \ - Zo F \ C f My 48�L `` dst .83.29 C Br9 �581 301 J2 W L. d=1P15'58" L-172.05 R=875.00 \ 66127 Ex.MN-Son xo l ~ \ C.�171.77 C.Br9=588'4T49"E £x.A1H-Son Rim=933.2i �/ ex, surmountable c --'- 0 \ Inv=92397 SS & gutterRim =9389 m \ J3 2 Rxn=930.6t / 9'� ! 1 / \ SS SS SS -% — S\S SS 1 A / SS SS �Sf SS SS SS - - SS SS SS SS ' SS SS S Inv=922.88 Inv=92T.33 n n n \ - f n SS . -,w---- y1 \ 1 ...® V v u �: / —c i L . V LJ • % o SS _ grove! fw Y \ / Vg vl ^- W O_e._--..•- W yl R 1M W yy yy —_ yt W W W W _" W_ W nW W W - f n m W w ` W vN 930 �\ �- £x.CB "'Y" � T N.tnv=926.93 �' . � 918/ � Wt,+v=924.03 30 lyIt � Ex.MH�Son . S--Rins=t;22.51 \ 1 PROPERTY DESCRIPTION: NWinv=913.80 NS.In v= 9913.71 Outlot A, BIG WOODS ON LOTUS LAKE, Carver County, Minnesota, according to the recorded plot thereof r t LEGEND 10Y2 ----- denotes Existing Contour 1012.00k denotes Existing Spot Elevation -?- denotes Power Pole OHE denotes Overhead Electric Line — W denotes WaIermoin — SS — denotes Sanitary Sewer Line — ST —'denotes Storm Sewer Line j denotes Water Valve ,.., denotes Hydrant denotes Light Pole AND That part of Government Lot 6, Section 12, Township 115, Range 23, Carver County, Minnesota, described as follows: Beginning at a point in the center line of Lakeview Drive, distant 243.518 f=et on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Road and Lakeview Drive, as designated and delineated on the Mop of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East 950 feet plus or minus in and along the division line between Section 1 and 12 of Carver County to the high water mark of Long Lake; thence in a Southeasterly direction along the high water mark of Long Lake 115 feet plus or minus to a point 100 feet at right angles to the first course when said course is projected Easterly, thence Northerly 89 degrees 31 minutes 29 seconds West 965 feet plus or minus to the center line of Lakeview Drive; thence North 22 degrees 21 minutes 40 seconds West, 108.505 feet to the point of beginning, being a part of Government Lot No. 5, Section 12, Township 116, Range 23, some being registered land as evidence by Certificate of title No. 1726, Carver County, State of Minnesota. That lies Westerly of a line described as follows: Commencing at a point in the center line of Lakeview Drive, distant 243518 feet on a bearing of South 22 degrees 21 minutes 40 seconds East, from the point formed by the intersection of the center lines of Fern Rood and Lakeview Drive, as designated and delineated on the Mop of Carver Beach, at Long Lake, according to the plot thereof, on file and of record in the office of the Registrar of Titles in and for said County and State of Minnesota; and running from thence South 89 degrees 31 minutes 29 seconds East along the North line of said Section 12, a distance of 530.06 feet to the point of beginning of said line to be described; thence South 03 degrees 01 minutes 32 seconds East to a point 100.00 feet at right angles from the South Line of said Section 1, and said line there terminating. ENGINEERS ESTIMATE FUTURE LOTUS WOODS DRIVE GRADING AND STREET CONSTRUCTION CHANHASSEN. MINNESOTA PAUL EIDSNESS Otlo Piped No. 160139 DM OB-20-19 SCHEDULE A- STREET CONSTRUCTION CONTRACT ITEM UNITS EST QUIIw UNIT PRICE _ TO ' Subgrade Preparation 1' De th IRS 0.8 400.00 $ 320.00 Select Granular Borrow MnDOT 3149.28 CV CY 181 25.00 $ 4,525.00 Agg. Base Cl. 5 In Place 12" Inc. l'Beyond Bads of Curb - MnDOT 2211 SY 271 10.00 $ 2,710.00 Mn/DOT 2360 SPNW8330B Base Course In Place 2" SY 208 9.00 $ 1,872.00 Mn/DOT 2360 SPWEB340B Wear Course In Place 1 10 SY 208 8.50 $ 1,768.00 Tack Coat GAL 10 5.50 $ 55.00 Future Street Construaon Sin EACH 1 310.00 $ 310.00 Surmountable Concrete Curb and Gutter LF 164 16.75 $ 2,747.00 TOTAL $ 14 307.00 SCHEDULE B - GRADING & EROSION CONTROL CONTRACT ITEM - S EST OUANT- UNIT PRICE TOTAL ToPsod Res read 6" CY 25 5.00 $ 12SOO Gommon Excavation -Plan Quantity CY 195 60.00 $ 11 700.00 Material Export, LV Field Verified CY 195 10.00 1,950.00 Restoration MnDOT 25-131 Seed Mix and Type 1 Mulch ACRE 0.04 660.00 $ 26.40 Rock Construction Entrance Install & Maintain EACH 1 1 500.00 $ 1,500.00 Sod (2' Behind Curb) SY 36 5.00 $ 180.00 CITY OF CHANHASSEN RECEIVED JUN 2 12019 CHANHASSEN PLANNING DEPT 9 CITY OF CHANHASSEN Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow June 13, 2019 Mr. Paul T. Eidsness 1217 Cape Coral Parkway East #346 Cape Coral, FL 33904 Dear Mr. Eidsness: This letter is to formally notify you that on June 10, 2019, the City Council adopted the following motion: "The Chanhassen City Council approves the preliminary plat to subdivide 1.17 acres into two lots and a variance to allow a 50-foot public right-of-way as shown in plans stamped Received April 22, 2019, subject to the following conditions and adoption of the Findings of Fact and Decision: SUBDIVISION Engineerine: The applicant shall submit an ALTA survey illustrating the existing conditions including all existing easements on, and abutting, the subdivision prior to the recording of the final plat. 2. The applicant shall add drainage arrows to the grading plan to sufficiently illustrate the route drainage will take around the buildings and throughout the site for review and approval by the city prior to grading. 3. The applicant shall provide an exhibit demonstrating how snow removal operations from the existing driveway providing access to 630 and 640 Carver Beach Road will be performed without conflict or nuisance to the proposed subdivision prior to recording of final plat. 4. A copy of the executed construction easement shall be provided to the city prior to grading. 5. Updated plans illustrating retaining wall elevations shall be provided prior to grading. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN - MINNESOTA 55317 SCANNED �I Mr. Paul T. Eidsness June 13,2019 Page 2 6. The applicant will be required to dedicate 50 feet of right-of-way (ROW) to the east abutting Lot 2, as shown on the preliminary plat as "Lotus Woods Drive". 7. The developer shall put into escrow the cost for construction (see condition 14) of the future street construction of "Lotus Woods Drive' abutting Lot 2 prior to recording of final plat. The construction of the street will occur when the property to the north of Lotus Woods Subdivision is developed, or when the city determines it is appropriate to construct the street, whichever occurs first. 8. Lot 2's driveway elevations and grades shall align with the future street improvement of "Lotus Woods Drive". A detail showing the elevations and conformity of future street grades and driveway grades shall be submitted prior to grading. 9. A sign approved by the city shall be placed in the ROW at the corner of "Lotus Woods Drive" and Big Woods Boulevard indicating a future street will be constructed. 10. Updated plans illustrating the location and connection methodologies of sanitary and water services for Lot 1 will be required prior to the issuance of building permits. From as -built information, it appears there was water and sanitary laterals stubbed to the property in 1975. If these services are currently in use by an existing property, the developer shall relocate those services to avoid having private service lines running through the subdivision. If these services are not in use, the developer shall field verify their locations and serviceability prior to connecting services to the laterals. 11. A fire hydrant shall be constructed on the end of the water main extension in "Lotus Woods Drive". 12. The applicant shall provide an estimate of cost for the proposed public water main and sanitary sewer main extensions prior to the recording of the final plat. 13. The applicant shall provide an estimate of cost for the grading and construction of the future street "Lotus Woods Drive", abutting Lot 2, prior to the recording of the final plat. 14. All newly constructed public utilities shall adhere to the city's most recent Standard Specifications and Detail Plates, and city review and approval of all construction plans shall be completed prior to issuance of building and/or grading permits. 15. All required permits from the appropriate regulatory agencies shall be required prior to construction, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. 16. The development of Lots 1 and 2 will be required to pay all required city WAC and SAC fees associated with service connections for the rate in force at the time of building permit applications. 17. The applicant shall enter into a Development Contract. Mr. Paul T. Eidsness June 13, 2019 Page 3 Water Resources: Provide an erosion and sediment control plan in accordance with Sec. 19-145 of city ordinances upon submittal of building permits for individual lot development. 2. Provide drainage and stormwater management plans as prescribed in Chapter 18, Sec. 18- 40 and Section 19-143. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the two 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 he $5,800. Environmental Resources Coordinator: 1. The easterly 140 feet of Lot 1 and the westerly 40 feet of Lot 2 shall be covered by a Conservation Easement. 2. Tree preservation fencing will be required on each lot. Fencing must be installed at the edge of grading limits prior to the start of any construction activities. Final plat documents must be submitted to the city four weeks prior to the City Council meeting in which you wish 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 952.227.1134 or e-mail at saliaff(a)ci.chanhassen.mn. us. Sincerely, _ q_- Sharmeen Al-Jaff Senior Planner Enclosure ec: Paul Otto Eric Henricksen g:\plm\2017 planning cases\l7-06 lotus woods (formerly eidmm) subdimionlapril 2019 resubmittal\approval letter preliminary plat.docx 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, stormwater 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 j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2" x 11"), and a digital copy in .tf format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. PC 17- C6 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IONS% Application of Paul Eidsness for Subdivision approval. On May 21, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Lotus Woods for preliminary plat approval of property into two lots with a right-of-way variance. 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 District (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 Single -Family Residential District (RSF), 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; 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 Sec.I8-22. 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: 1) The hardship is not a mere inconvenience. Finding: The hardship is not a mere inconvenience. The 50-foot right-of-way will allow the street width to be consistent with streets in the surrounding area. 2) The hardship is caused by the particular physical surroundings, shape or topographical 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 to this site and not generally applicable to other properties due to the fact that all streets in the immediate surrounding area have a width of 40 - 50 feet. 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 request, if granted, will allow the right-of-way to be consistent with the surrounding area. Plat. The planning report #2017-06, dated May 21, 2019, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary ADOPTED by the Chanhassen Planning Commission this 21' day of May 2019. CRANHASSEN PLANNING COMMISSION LE g:\plan\2017 planning cases\l7-06 lotus woods (formerly eidsness) subdivisionVindings of fKt.docx