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CAS-19_LAMETTRY'S - LOCATED NORTH & SOUTH OF MOTORPLEX COURT AT AUDUBON ROADWARRANTY DEED STATE DEED TAX DUE HEREON: $1.65 Date: 4)krYI 2017 FOR VALUABLE CONSIDERATION, J & R Chanhassen, LLC, a Minnesota limited liability company, Grantor, hereby conveys and warrants to City of Chanhassen, a Minnesota municipal corporation, Grantee, real property in Carver County, Minnesota, described as follows: See legal description attached hereto and made a part hereof together with all hereditaments and appurtenances belonging thereto, and subject to exceptions, easement and encumbrances of record. Seller certifies that Seller is not awar( Total consideration for this transfer i STATE OF MIWESOTA ) COUNTY OF A ) ss. The foregoing instrument was acknowledged before me by Richard LaMettry, Managing Member, on behalf of J & R Chanhassen LLC, a Minnesota limited liability company on this day of r^km 2017. AMY JENNIFER HOLST my NOTARY Nary public -Minnesota �mYulnn BOW Jen 31.2M THIS INSTRUMENT WAS DRAFTED BY Joel A. Seltz, Esq. 5001 Chowen Avenue South Minneapolis, MN 55410 Tax statements for the real property described in this instrument should be sent to: City of Chanhassen 7700 Market Boulevard, P.O. Box 147 Chanhassen, MN 55317 City Clerk's Certification Pursuant to M.S. 272.162 The undersigned hereby certifies: (Check one of the following) That City subdivision regulations do not apply to this instrument. That the subdivision of land affected by this instrument has been approved by the governing body of the City of Chanhassen. That municipal restrictions on the fling and recording of this instrument have been waived by a resolution of the governing body of the City of Chanhassen. That this instrument does not comply with municipal subdivision restrictions and the affected land and its assessed valuation should not be divided by the County Au icor. Daet:�� ted 7�1� By Deputy Chanhassen City Clerk/� Printed Name' :�� Those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian ciestrlbed as: Beginning at the Northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North fine of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west fine of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve Concave to the Northwest he" a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 17034 feet along a tangential curve, concave to the right having a radius of 1959.86 feet a central angle of 03 degrees 31 minutes 05 seconds and a chord of 120.32 feet which bears South 36 degrees 48 minutes 57 seconds West; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East One of said Section 35; thence North 01 degree 15 minutes 21 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, a=rding to the Government Survey thereof. subject to easement for County State Aid fttghway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows Commencing at the Northwest comer of the Southeast Quarter of Section A Township 116 North, Range 23 West of the Sth Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North fine of said Southeast Quarter, a distance of 712AS feet to the point of beginning of the centerffne to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 36 seconds East a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West a distance of 51332 feet; thence South 01 degree 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West a distance of 25630 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance or 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West a distance of 16.30 feet thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the Northerly One of the Milwaukee, St Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad Rne, and said line there terminating, That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described is: Beginning at the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south fate of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1,50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the Eau One of said Southeast Quarter Date Received CARVER COUNTY Taxpayer Services Department Government Center - Administration Building 600 East 4th Street Chaska, MN 55318-2102 Phone (952) 361-1910 Fax (952) 361-1919 Application to Combine Real Estate Parcels Per MN Statute 272.46 the county auditor, upon written application of any person, shall for property tax purposes only, combine legal descriptions of contiguous parcels to which the applicant(s) hold title. In order to be combined, the following requirements must be met: • Receipt of completed form by owner or designated representative • Based upon deeds of record, parcels must be of the same (identical) ownership • Parcels must be contiguous • Parcels must be located in same unique taxing districts (TAG) • Current year and delinquent taxes must be paid on each parcel • If parcels are in a Tax Increment Financing District (TIF), they must be located in the same TIF district • If special assessments are not paid on all parcels, the city/township would need to recertify the special assessments for the new parcel CAUTION Parcels that have been combined cannot be subdivided again without local municipality approval. If located in a township, Carver County Land Management Office must also approve the subdivision. Combined property tax will be reflected o(n'�next year's tax statement Owner (Applicant) Name: �� UZC, - 1:il� Address: '170o , &ox JlAone Number: g�ZZ27- 1/ 00 Parcels to be combinedaD.'25OI 5 17 15 12 4S-0 Signature: i(� Date: %`—d� `/ 7 For Office Use Only: Approved Denied By: Reason Denied: GAPLAMFonns\Administrative Subdivisions\Administrative subdivision Application to Combine Real Estate Parcels.doc CAMPBELL KNUTSON July 15, 2016 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Miscellaneous Recorded Document Dear Ms. Meuwissen: RECEIVED JUL 18 2016 CITY OF CHANHASSEN Please find enclosed, for the City's files, the following documents which have been recorded with Carver County: Site Plan Permit 1998-12 SPR with RJ Marco Construction, Inc., recorded May 23, 2016 as document #A627322; 2. Encroachment Agreement with Mark and Julie McArthur recorded June 3, 2016 as document #T199243; 3. Encroachment Agreement with Julian and Julie Bannach recorded June 6, 2016 as document #A628143; 4. Encroachment Agreement with Corey and Katie Eckhoff recorded June 6, 2016 as document #A628144; 5. Encroachment Agreement with Zed and Maren Grier recorded June 10, 2016 as document #A628465; 6. Encroachment Agreement with Blair and Sarah Sievert recorded June 2, 2016 7Das document #T199440; Site Plan Agreement #2015-19, LaMettry's Collision & Glass, recorded June 27, 2016 as document #T199469; and 8. Conditional Use Permit #2015-19 for LaMettry Collision & Glass recorded June 27, 2016 as document #T199468. Thank you. Very truly yours, CAMPBELL I NUTSON Professional Association /jmo Enclosures SCANNED 183816v9 Document No. T199468 OFFICE OF THE REGISTRAR OF TITLES CARVER COUNTY, MINNESOTA Certified Recorded on -June 27, 2016 2:30 PM Cert # 37532 1111111111111111111 199468 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2015-19 Fee: $46.00 Luke C Kranz Registrar of Titles 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: For the LaMettry Collision & Glass project to develop within the Bluff Creek Overlay District and to permit two principal structures on one parcel. 2. Property. The permit is for the following -described property located at 1650 and 1651 Motorplex Court ("subject property") in the City of Chanhassen, Carver County, Minnesota: Those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet, along a tangential curve, concave to the right having a radius of 1959.86 feet, a central angle of 03 degrees 31 minutes 05 seconds and a chord of 120.32 feet which bears South 36 degrees 48 minutes 57 seconds West; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 187748v1 i SCANNED 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 01 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degree 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds West along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof Subject to easement for County State Aid Highway No. 17. 187748v1 Lying westerly of a line which commences at the East Quarter comer of said Section 15; thence South 00 degrees 44 minutes 16 seconds East, assumed bearing on the east line of said Southeast Quarter of Section 15, a distance of 71.55 feet to the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad; thence South 56 degrees 57 minutes 24 seconds West, on the southerly boundary of the above described land and the Northerly line of the Milwaukee. St. Paul and Pacific Railroad, 496.53 feet; thence continuing on the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 33 degrees 02 minutes 36 seconds East, 12.50 feet; thence continuing on the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 56 degrees 57 minutes 24 seconds West, 1319.26 feet to a point of cusp; thence continuing on the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad on a non- tangential curve concave to the northwest, 120.34 feet, said curve has a radius of 1959.86 feet, a central angle of 03 degrees 31 minutes 05 seconds and a chord of 120.32 feet which bears North 36 degrees 48 minutes 57 seconds East; thence North 35 degrees 03 minutes 24 seconds East, tangent to the last curve, 22.98 feet; thence South 56 degrees 57 minutes 24 seconds West, 27.39 feet to the point of beginning of the line to be described; thence North 33 degrees 02 minutes 36 seconds West, 141.43 feet; thence North 42 degrees 07 minutes 35 seconds East, 236.51 feet; thence North 54 degrees 19 minutes 50 seconds East, 265.99 feet; thence North 30 degrees 36 minutes 51 seconds East, 270.37 feet; thence North 04 degrees 41 minutes 43 seconds East, 150.59 feet; thence North 69 degrees 18 minutes 05 seconds East, 190.05 feet; thence North 42 degrees 40 minutes 05 seconds East, 116.79 feet to a point on the north line of said Southeast Quarter of Section 15, distant of 747.57 feet west from said East Quarter corner of said Section 15, where said line terminates. 3. Conditions. The permit is issued subject to the following conditions: a. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. b. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penaltv. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: August 10, 2015 187748v1 STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN By: Dean ufenbur r, Mayor By: "� A J��- /(odd Gerhardt, City Manager The foregoing instrument was acknowledged before me this . day of 2015, by Denny Laufenburger Mayor and Todd Gerhardt, City Manager, of the City of C assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. "tary Pub a KAREN J. ENGELHARDT Notary Public -Minnesota MY ComMsson Expires J" 31, 2020 DRAFTED BY: City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 Document No. T199469 OFFICE OF THE REGISTRAR OF TITLES CARVER COUNTY, MINNESOTA Certified Recorded on -lune 27, 2016 2:30 PM Cert # 37532 111111111111 1111111 199469 CITY OF CHANHASSEN SITE PLAN AGREEMENT #2015-19 LAMETTRY'S COLLISION & GLASS SPECIAL PROVISIONS Fee: $46.00 Luke C Kranz Registrar of Titles AGREEMENT dated August 10, 2015, by and between the CITY OF CHANHASSEN, Minnesota municipal corporation (the "City"), and J & R Chanhassen, LLC (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for two one-story buildings of 18,290 square feet and 22,115 square feet located at 1650 and 1651 Motorplex Court (referred to in this Agreement as the "project"). The land is legally described as shown on the attached Exhibit B. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Sathre-Bergquist, hmc., dated 06/18/15. Plan B: Grading and Erosion Control Plans prepared by Sathre-Bergquist, Inc. dated 06/18/15. Plan C: Landscaping Plan prepared by Norby & Associates Landscape Architects, hic. dated 06/19/15. Plan D: Utility Plan prepared by Sathre-Bergquist, hmc. dated 06/18/15. Plan E: Building Elevation Plans prepared RDS Architects dated June 16, 2015, revised July 9, July 20 and July 28, 2015. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 1, 2017. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. SCANNED 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall firmish the City with a letter of credit from a bank, cash escrow, or equivalent ("security') for $289,000.00 (drainage system, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Rick LaMettry 3209 Galleria #1804 Edina, MN 55435 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. 7. Other Special Conditions. City Council approves a site plan for two one-story buildings of 18,290 square feet and 22,115 square feet subject to the following conditions: Building: a. The buildings are required to have an automatic fire extinguishing system. b. The buildings are required to have individual water and sewer connections. c. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. d. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. e. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: a. A three-foot clear space shall be maintained around all fire hydrants. b. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering: a. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: 1) The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and 2) The proposed 944 foot contour at the south site's middle entrance. b. The eastern retaining wall on the south site must not encroach into the adjacent drainage and utility easement. c. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. d. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. e. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. f A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: a. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. b. Minimum bufferyard requirements must be met. Planning: a. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. b. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. c. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. d. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated received July 20, 2015 to make them compatible with the entire development. Water Resources: a. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and W of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. b. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. c. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. d. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. e. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec Rechargefm systems or that pretreatment is not required per the manufacturer's specifications. f. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. Crt` STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN M Mayor Gerhardt, City Manager The foregoing instrument was acknowledged before me this-! day of JQW — , 2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. 7Q) ENNIFER ANN POTTER Notary Publ c-Minnesotay CommlNbn Ezpna.Nn 31, 2020 STATE OF MINNESOTA ) ( ss. COUNTY OF ) &Nt NOTARY PUBLIC The foregoing instrument was acknowledged before me this day of 'jVyC 2016 by llthak&& mP+i k-. I the C' M All of J & R Chanhassen, LLC, a Minn sots Limited Liability Corporation. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 W J M1 k @I VIA ' JENNIFER ANN POTTER Notary Publ'�c-Minnesota /MY c mmw} Em," An 31, 2020 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct 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, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. 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. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be wan -anted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. 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 site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 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. Recordine. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall /7 not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. 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 site plan 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. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan 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; 5. Metropolitan Government, its agencies, departments and commissions. M. 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 purchasers too enter into this Development Contract. N. 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. O. 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. Those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet, along a tangential curve, concave to the right having a radius of 1959.86 feet, a central angle of 03 degrees 31 minutes 05 seconds and a chord of 120.32 feet which bears South 36 degrees 48 minutes 57 seconds West; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 01 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degree 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds West along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Lying westerly of a line which commences at the East Quarter comer of said Section 15; thence South 00 degrees 44 minutes 16 seconds East, assumed bearing on the east line of said Southeast Quarter of Section 15, a distance of 71.55 feet to the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad; thence South 56 degrees 57 minutes 24 seconds West, on the southerly boundary of the above described land and the Northerly line of the Milwaukee. St. Paul and Pacific Railroad, 496.53 feet; thence continuing on the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 33 degrees 02 minutes 36 seconds East, 12.50 feet; thence continuing on the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 56 degrees 57 minutes 24 seconds West, 1319.26 feet to a point of cusp; thence continuing on the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad on a non- tangential curve concave to the northwest, 120.34 feet, said curve has a radius of 1959.86 feet, a central angle of 03 degrees 31 minutes 05 seconds and a chord of 120.32 feet which bears North 36 degrees 48 minutes 57 seconds East; thence North 35 degrees 03 minutes 24 seconds East, tangent to the last curve, 22.98 feet; thence South 56 degrees 57 minutes 24 seconds West, 27.39 feet to the point of beginning of the line to be described; thence North 33 degrees 02 minutes 36 seconds West, 141.43 feet; thence North 42 degrees 07 minutes 35 seconds East, 236.51 feet; thence North 54 degrees 19 minutes 50 seconds East, 265.99 feet; thence North 30 degrees 36 minutes 51 seconds East, 270.37 feet; thence North 04 degrees 41 minutes 43 seconds East, 150.59 feet; thence North 69 degrees 18 minutes 05 seconds East, 190.05 feet; thence North 42 degrees 40 minutes 05 seconds East, 116.79 feet to a point on the north line of said Southeast Quarter of Section 15, distant of 747.57 feet west from said East Quarter corner of said Section 15, where said line terminates. CAMPBELL KNUTSON July 15, 2016 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Miscellaneous Recorded Document Dear Ms. Meuwissen: RECEIVED JUL 18 2016 CITY OF CHANHASSEN Please find enclosed, for the City's files, the following documents which have been recorded with Carver County: Site Plan Permit 1998-12 SPR with RJ Marco Construction, Inc., recorded May 23, 2016 as document #A627322; 2. Encroachment Agreement with Mark and Julie McArthur recorded June 3, 2016 as document #T199243; 3. Encroachment Agreement with Julian and Julie Bannach recorded June 6, 2016 as document #A628143; 4. Encroachment Agreement with Corey and Katie Eckhoff recorded June 6, 2016 as document #A628144; 5. Encroachment Agreement with Zed and Maren Grier recorded June 10, 2016 as document #A628465; 6. Encroachment Agreement with Blair and Sarah Sievert recorded June 2, 2016 77Das document #T199440; Site Plan Agreement #2015-19, LaMettry's Collision & Glass, recorded June 27, 2016 as document #T199469; and 8. Conditional Use Permit #2015-19 for LaMettry Collision & Glass recorded June 27, 2016 as document #T199468. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association II Enclosures 183816v9 CITY OF CAANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us Is - ►a G -I MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 10, 2015 SUBJ: Conditional Use Permit and Site Plan Review — LaMettry's Planning Case #2015-10 PROPOSED MOTION "The Chanhassen City Council approves the Site Plan and Conditional Use Permit subject to conditions in the staff report, and adopts the Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The developer is requesting a Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings. IRII:\�I�1I�KaI1 ulu 1 � lulu : ; The Planning Commission held a public bearing on July 21, 2015 to review the proposed development. The Planning Commission voted 7-0 to recommend that City Council approve the Conditional Use Permit and Site Plan for two commercial buildings, with a modification to Planning condition 4 to add date of July 20, 2015 for the building elevation being reviewed. Since then, the applicant's architect has provided a revision to the elevations dated July 28, 2015 that incorporate canopies over the entries, rather than metal fascia. The Planning Commission minutes for July 21, 2015, are included in the consent agenda for the August 10, 2015, City Council packet. RECOMMENDATION Staff recommends approve of the proposed development subject to the modified conditions of the Planning Commission staff report. ATTACHMENTS 1. Revised Building Elevations showing entry canopies. 2. Email from Wendy O'Connor to Bob Generous with reply dated July 16, 2015. 3. Planning Commission Staff Report dated July 21, 2015. g:\plant2015 planning casm\2015-19 lamettr/s collision site plankxecutive summary.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Generous, Bob From: Generous, Bob Sent: Thursday, July 16, 2015 3:01 PM To: 'Wendy OConnor'; City Council; Aanenson, Kate; Hoiseth, Beth Subject: RE: Zoning Request from Industrial to Commercial at 8150 Audubon Road Good afternoon Wendy. Thank you for your email regarding 8150 Audubon Road The proposed development will not rezone the property from industrial to commercial, but rather reviews the site plan for auto repair shops with attached garage storage units, which is a permitted use in the industrial zone. City staff has been working with the Fire Chief and Carver County sheriff's office on the parking, pedestrian and traffic issues resulting from the Cars & Coffee events on the first Saturday of the month through October. We have notified the event organizer that their parking areas will be removed in the future so they will have to determine ways to either reduce the size of the events or provide a comprehensive parking, pedestrian and traffic plan for any future events. As part of the July 4'h event, they had only allowed show cars in for the first 15 minutes of staging (0630-0645) which appeared to help. The event organizer is responsible for providing traffic control for the event and contracts with Carver County for off-duty deputies. The sheriff's office is monitoring this situation and will require additional deputies if the traffic and pedestrian situation warrants it. The sheriff's office has been working with the State Patrol to address traffic violations. The event organizer is supposed to provide parking information as part of any brochure or promotional material for the event. In the future if attendance continues to grow, they may need to make arrangements for off-site parking and shuttle service to the event. As a condition of future events, the City will require that this plan be in place. There are also events scheduled for July 25 (Car Show — Land O Lakes GTO Club), August 15 (Car Show — S.W. Metro Mustang Club), September 12 (German Car Show), which are smaller in nature geared toward specific types of cars. The Summer Nights Classic Car Cruise In is a separate event that will occur June 17'h, July 15'h and August 12th. This event takes place between the hours 5:00 p.m. and dusk. This is a much smaller event than the cars and coffee. We will continue to monitor this situation and work to.improve its operation. If you have additional questions or need more information, please contact us. Bob Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow From: Wendy OConnor [mailto:mnoconnor@yahoo.com) Sent: Wednesday, July 15, 2015 1:58 PM To: City Council; Generous, Bob; Aanenson, Kate; Hoiseth, Beth Subject: Zoning Request from Industrial to Commercial at 8150 Audubon Road Good Afternoon, Ion writing in regards to the proposal from Industrial to Commercial at 8150 Audubon Road. I live at 1702 Valley Ridge Trail North. I'm about a mile south of the AutoMotorplex. They are good neighbors and there is limited noise and traffic other than their First Saturday Event known as MN C&C (The Midwest's Premier Monthly Car Event -according to their website). On the first Saturday of the month, MN C&C at AutoMotorplex is jammed with people standing on the side of Audubon and parked along the side of Audubon as well. The event rums from 7-11 am and I generally will go the long way around to avoid getting caught in the traffic and pedestrians crossing all over the street. I'm sure this event brings in tax dollars for the city by way of extra speeding tickets (based upon the many broken laws seen on the attached tvstreamtimes videos) and concessions, but I'm concerned that the location where these two buildings are proposed is currently where many of the participants/onlookers/fans park. As you can see from the attached Karel l story from 2011 (Land of 10,000 Stories) and more recently from a youtube video from June of 2013 (at the 1:25 minute mark), at least 100-150 cars if not more will be flooded onto Audubon and to side streets if the land is zoned commercial and there is no longer onsite parking. As one photographer put it in his August 3, 2014 blog: Yesterday's MN C&C was easily the biggest turnout ever. At 7:00, there was a huge lineup of cars stretching out for several blocks. By 7:30, the AutoMotorPlex was nearly at capacity and cars were being turned away. Many people complained of waiting in traffic for 30 minutes or more just to make it to the front gale. And given the quantity and quality of amazing cars, I can'tsay I'm surprised! htto://alexbellusohoto.com/blou/122 My request is if the developers want to build these two commercial businesses in front of the AutoMotorPlex, there needs to be a comprehensive plan to handle the additional parkingipedestrian needs as well as additional traffic on the days where the AutoMotorPlex has events. Just going on their website I noticed three additional weeknight evening events plus an Octoberfest in mid September all with food trucks and concessions, so it doesn't appear that it's just limited to one day a month. I would ask you to look at the websites & videos (tvstreamtimes site has a page dedicated to just MNCars & Coffee). Again, this is a wonderful neighbor most every day of the month. I am simply concerned about the current state of pedestrians and parking and where everyone will go if you elect to zone this land as commercial. Thanks so much for your time, Wendy OConnor I mnoconnorAyahoo.com 1612.770.1203 hLtp://www.mncandc.com/ b-U://automotorolex.com/events/ htty://tvstreamtimes.co/hd.php?mn-cars-coffee-4-5-2014gWgZXUnHyKY http://tvstreamtimes.co/hd.php?cars-and-coffee-may-2015tW 1-3gaBuDO httv://tvstreatntimes.co/stream/cars-coffee-mn# hqps://www.youtube.com/watch?v--rllJyA64ar8 bgp://www.karel l .com/news/article/923888/26/Land-of-10000-Stories-Twin-Cities-man-creates-a-country- club-for-cars- 2CITY OF CHANHASSEN 9NH ASs PROPOSED MOTION: PC DATE: July 21, 2015 CC DATE: August 10, 2015 REVIEW DEADLINE: August 18, 2015 CASE #: 2015-19 BY: AF, RG, TJ, ML, JM, JS "The Chanhassen Planning Commission recommends that City Council approve the site plan and conditional use permit subject to conditions in the staff report, and adopts the attached Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting a Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings — LaMettry's. LOCATION: West side of Audubon Road at Motorplex Court PID 250151215 APPLICANT: Rick LaMettry 3209 Galleria #1804 Edina, MN 55435 612-490-7790 rlamettry@gmail.com PRESENT ZONING: Industrial Office Park (IOP) 2020 LAND USE PLAN: Office Industrial ACREAGE: 23 acres DENSITY: 0.04 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The city's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting development approval to permit two buildings, one at 18,290 square feet and one at 22,115 square feet, to be built on one parcel located within the Bluff Creek Corridor. SCANNED Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 2 of 19 The applicant is proposing to construct two buildings totaling a little over 42,000 square feet in area and the appurtenant infrastructure. The parcel is 23.11 acres over two areas, although these areas are not contiguous with one another. The more westerly parcel contains Bluff Creek and associated floodplain wetland. Unless Figure 1. Distinct portions of PID 250151215 APPLICABLE REGULATIONS stated otherwise, my comments will pertain to the more easterly parcel where the proposed buildings are to be constructed. The city's Surface Water Management Plan as well as the Bluff Creek Corridor Natural Resources Management Plan both identify the acquisition of a continuous greenway corridor from the origination of Bluff Creek near TH 41 to its confluence with the Minnesota River as a goal. This preservation will also aid in meeting the requirements of the Total Maximum Daily Load Implementation Plan. Chapter 20, Article fl, Division 6, Site Plan Review Chapter 20, Article XXfl, "IOP" Industrial Office Park District Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chapter 20, Article XXXI, Bluff Creek Overlay District BACKGROUND On June 13, 1988, the Chanhassen City Council approved a land use plan amendment to add 12.2 acres of the site to the Metropolitan Urban Service Area (MUSA) (this represents the eastern portion of the site) and to change the land use designation from agricultural to industrial (Land Use Plan Amendment #88-2). The City Council also approved the first reading of the rezoning request from A2, Agricultural Estate District, to IOP, Industrial Office Park (Rezoning #88-2) for the southern part (5.6 acres) of the eastern portion of the site, and the preliminary plat for five lots and two outlots (Subdivision #88-9). On March 22, 1989, the Chanhassen City Council approved the final plat for Audubon Court, which permitted the grading of the eastern portion of the property. The plat was never filed. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 3of19 On April 10, 1989, the Chanhassen City Council approved the second and final reading of the rezoning of the parcel from A2, Agricultural Estate District, to IOP, Industrial Office Park (Rezoning #88-2). On December 11, 2006, the Chanhassen City Council approved the following (Planning Case #2006-34): A. Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP. B. Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone C. Conditional Use Permit for multiple buildings (up to 14) on one parcel. D. Site Plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006. On December 8, 2008, the Chanhassen City Council approved the amendment to the Conditional Use Permit to permit the phased development of the project and allow for the incremental expansion or revision of the property line. On August 24, 2009, the Chanhassen City Council approved the amendment to the site plan for Auto Motorplex, Planning Case #09-13, permitting the installation of decks (Planning Case #2009-13). CONDITIONAL USE PERMIT BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit for all development within the Bluff Creek Corridor. The Bluff Creek Corridor primary zone is located on the western portion of the property. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat, vegetation and recreational opportunities through the center of the city. In December 1996, the Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 4 of 19 City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP). The plan was the culmination of several years of study and planning focused on protecting the natural and recreational resources provided by the Bluff Creek corridor. The BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands, associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of the watershed) as a tool to help protect the creek's natural resources. The primary and secondary zones were mapped at that time using aerial photography to provide staff and the public with a general idea of where the zones would lie. Generally, properties within the Bluff Creek Overlay District are subject to the following requirements: 1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration and building within the Bluff Creek Overlay District. 2. Bluffs must be preserved as set forth in Article XXVIII of City Code. 3. Density transfer can be used to cluster development in areas where the location of the primary zone makes portions of the site unsuitable for development. 4. Natural habitat areas within the primary zone must be preserved as open space. 5. The primary zone must be 100 percent open space. 6. All structures must be set back at least 40 feet from the primary zone. 7. The first 20 feet of the setback from the primary zone cannot be disturbed. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. Generally, the Bluff Creek primary corridor includes all of the parcel west of the Motorplex clubhouse. Because the portion of the parcel within the Bluff Creek Overlay District would aid in compliance with the Total Maximum Daily Load Implementation plan and meeting the goals of the Bluff Creek Natural Resources Management Plan, staff feels that dedication of this portion of the parcel to the city could be used in lieu of some portion of the Surface Water Connection fees. This would permanently provide protection for this natural resource. MULTIPLE PRINCIPAL STRUCTURES Section 20-902 of the Chanhassen City Code permits the groupings of buildings on a single parcel through the conditional use permit process. The two buildings utilize the buildable areas of the property and comply with all zoning requirements. Access must be maintained for the property to the rear (Autobahn Motorplex). Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 5 of 19 SITE PLAN REVIEW The applicant is proposing two one-story buildings of 18,290 square feet and 22,115 square feet. Staff is working with the applicant's architect on developing a way to transition from the different building materials and the architectural detailing of the buildings to make them compatible with the entire development. As can be seen below, the architectural plans are moving in the right direction. ARCHITECTURAL COMPLIANCE SMTW EAST NEW OF NORTH DUILDNG NORT. WEST VIEW OF NORTW MULL fi LAMETTRY NORTH 5ULDING NORTk EAST VIEW OF NORTW SIRDIN6 Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 6 of 19 NORTHEAST VIEW OF SOUTH MAJANG � ALS n.. 5 Revised Northeast View of South Building Size Portion Placement The entry for the northern building is on the south side of the structure. This entry is highlighted through the use of a blue canopy over the door and windows. Due to the southern exposure of this entry, the applicant should make sure that the canopy extends sufficiently to provide shading inside the office. The entry for the southern building is on the north side of the building and includes a green canopy over the entrance. This entry is flanked by brick columns. Material, Color and Detail Building materials include high-quality materials; accent material may occupy up to 15 percent of the building's fagade. The primary building material for the commercial component of the building is exposed sand -colored aggregate concrete panels with protruding columns of reddish brick veneer. Stone coping will top the parapet. The canopy is blue. The roof on the north Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 7of19 building consists of faux gable ends over condo storage units and a parapet wall over the commercial area. Condo storage units have gray, cement board siding with white PVC trim boards as accent. Height and Roof Design Each building shall have more than one pitched element. The condo storage units on the north building have faux gable ends with canopies over the unit entrances and a canopy over the business entrance. The south building has full gable roofs over the condo storage units with a canopy over the business entrance. The commercial portion of the buildings have parapets with stone coping. The north building height is approximately 23 feet. The south building height to the top of the roof is 27 feet, 3 inches. Mechanical equipment shall be screened. No wooden fences may be used on the roof for equipment screening. Facade Transparency Fifty percent of the first floor elevation that is viewed by the public shall include transparent windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. Due to the large number of overhead doors, this requirement is met. Site Furnishing Community features may include landscaping, lighting, benches and tables. The developer shall provide a sidewalk or trail connection from Motorplex Court to Park Road. Lighting No lighting plan was submitted with the site plan. City code requires that commercial development have area lighting. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. Lighting fixtures on poles shall comply with the following: 1. All fixtures must be shielded, high-pressure sodium or light -emitting diode (LED), with a total cutoff angle equal to or less than 90 degrees. 2. Fixture height shall not exceed 30 feet. Photometrics shall incorporate existing light fixtures, public or private, that may impact the site. Wall -mounted lighting shall comply with the following: All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 8 of 19 Loading areas, refuse area, etc. The applicant's architect has stated that trash containers shall be kept in the building. Should the applicant desire to have an outside container, a trash enclosure made of compatible material to the main building will be required. Signage Signage shall comply with the requirements for industrial development. Currently, the applicant shows only signage on the northerly building. The applicant shall provide staff with a description of the sign locations for both buildings. One monument sign would be permitted by code. The applicant shall provide staff with a description of the sign location. Separate sign permits will be required for each sign. Landscaping The minimum requirements for landscaping of the proposed development include 4,026 square feet of landscaped area around the parking lot, landscape islands or peninsulas, and 16 trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Required Proposed Vehicular use landscape area 4,026 sq. ft. >4,026 sq. ft. Trees/parking lot 16 trees 19 trees Islands or eninsulas/ arkin lot 4 islands/peninsulas 4 islands/peninsulas The applicant meets the minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: The applicant comes up short on shrubs in two bufferyard areas. Staff recommends that minimum bufferyard requirements be met. Required plantings Proposed plantings 4 overstory trees 4 Overstory trees Bufferyard A — north property line, 400' 8 Understory trees 8 Understory trees 12 Shrubs 0 Shrubs Bufferyard B — east property line, 14 overstory trees 14 Overstory trees Audubon Road, 740' 29 Understory trees 29 Understory trees 44 Shrubs 40 Shrubs 5 overstory trees 5 Overstory trees Bufferyard A — west property line, 530' 10 Understory trees 10 Understory trees 15 Shrubs 15 Shrubs The applicant comes up short on shrubs in two bufferyard areas. Staff recommends that minimum bufferyard requirements be met. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 9of19 Lot Frontage and Parking Location Both sites are accessed from Motorplex Court with the business offices in each building oriented toward this street. Parking is provided on the east and south sides of the north building an on all four sides of the southern building. GRADING AND DRAINAGE The southern lot will be mass graded for the installation of the proposed improvements. On the northern lot the developer proposes to leave a 35 -foot wide buffer to the west and a 70 -foot wide buffer to the north where grading will not occur. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: 1. The proposed 952 -foot contour northwest of the entrance to Audubon Road closes in on itself, and 2. The proposed 944 -foot contour at the south site's middle entrance. 111 ellIFA IaIYH:`/_\NIfy The grades on the north site drop 30 feet from Audubon Road. To minimize the grading impact to the north site the foundation of the proposed building will remedy an elevation difference of up to 11 feet. One retaining wall is proposed on the north site, as shown on the adjacent graphic. According to the proposed grading plan the maximum height of this wall will be eight feet. This wall must be designed by a licensed engineer and requires a building permit. Walls over six feet high shall not be Constructed of boulders. Proposed retaining wall. Maximum height: 8 feet Approx. length: 60 feet PUIK QOAn .E � I N _ Xly- N 4 _ ` � J Q CM `IIUM NO. 131 PA pt'GR •PA • I _A -A AUTO YUTORPLE•GAR \\ +• / a, -c f0UR1 SU PiL�• . - 1 •PE • PE .PE Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 10 of 19 Two retaining walls are proposed on the south site. The eastern wall is in close proximity to a drainage and utility easement that covers a 12 -inch diameter trunk water main. This retaining wall shall not encroach into the drainage and utility easement. a% as ' � J q I SUPraLEME'.TAL 1 Existing trunk water main. t Proposed retaining wall. Maximum height: 4 feet. Approx. length: 90 feet 1 I -AL I i Proposed retaining wall. Maximum height: 5 feet. Approx. length: 90 feet G Ei Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 11 of 19 DRAINAGE The entire site drains to Bluff Creek. Except for the most northeasterly portion of the site, the majority drains through the storm sewer system to Bluff Creek. The northeasterly portion reaches Bluff Creek through a ravine located along the northern property boundary. Post construction the site will still drain to Bluff Creek although a larger portion will be treated prior to discharging to Bluff Creek. The applicant is proposing three underground Cultec RechargerTm devices to provide treatment for the site before sending the storm water runoff into the existing storm sewer. Rates from the pond into the wetland complex decrease under the 2- and 10 -year return interval stone scenarios. There is an increase in runoff rates for the 100 -year return interval stone event. Table 1. Pre- and Post -Development runoff rates from pond. Return Interval Event Pre -Development Post -Development 2 -Year 2.26 Cfs 1.93 Cfs 10 -Year 12.54 Cfs 12.14 Cfs 100 -Year 40.18 Cfs 41.86 Cfs Section 19-143 (b)(2) states that "no increase in peak discharge rates may result from the proposed project for the ...2 -year storm, the 10 -year storm and the 100 -year storm event. Variances may be allowed if computations can be provided which demonstrate no adverse downstream effects will result..." The applicant must meet this requirement. SITE GRADING: EROSION PREVENTION AND SEDIMENT CONTROL An erosion control plan consistent with Section 19-145 of city code is required. The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the commencement of any earth -disturbing activities. This SWPPP shall be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. This plan shall address all phases of construction including final stabilization and the required six inches of topsoil. Erosion control escrow shall be based upon the estimated quantities provided by the applicant needed to accommodate the approved SWPPP and erosion prevention/sediment control plan. The city has a checklist of required elements that can be made available to the applicant. The MPCA also maintains a template on their website for use in the preparation of the SWPPP. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 12 of 19 SITE CONSTRAINTS Wetland Protection There is a large wetland complex located in the western section of this parcel. This wetland is found on the Chanhassen Wetland Inventory and on the National Wetland Inventory. However, the proposed improvements will occur at least 750 feet from the wetland and will not impact the wetland. No buffer establishment will be needed. Bluff Protection Figure 2. Delineated wetland boundary in blue. There are slopes as steep as 2:1 (50%) north of the more northerly building. This area does not have the 25 feet of rise needed to be considered a bluff. There is no proposed grading within the bluff area and they are directing all runoff from impervious surfaces away from this area. During the construction of Autobahn Motorplex, this area proved difficult to stabilize and significant erosion issues occurred resulting in releases of sediment to the wetland. Care should be taken during construction to avoid operation of equipment and stockpiling of materials in this area. Shoreland Management The proposed buildings are not within the Shoreland District for Bluff Creek. The westerly portion of the property is with the Shoreland District for Bluff Creek. Floodplain Overlay The proposed buildings do not lie within a floodplain. The entire western piece of the parcel is within the floodplain for Bluff Creek. No impacts to the floodplain are proposed as part of the development. Bluff Creek Overlay District The proposed buildings will not be within the Bluff Creek Overlay District. The entire western piece of the parcel is within the Bluff Creek Overlay District and has a conservation easement over the parcel. The applicant is not proposing any work within this piece. Figure 3. FEMA Floodplain There is potential that this area could be used to improve channel hydraulics and flood water attenuation resulting in improved water quality in Bluff Creek. Staff recommends that this western piece of the property be given a unique PIN and be dedicated to the city for future Bluff Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 13 of 19 Creek improvement projects. This dedication would be used in lieu of some of the surface water management fees due with the Planned Unit Development. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Section 19-144 (3) states that water quality treatment practices shall provide water quality treatment in accordance with the more restrictive of the MPCA NPDES Construction Permit or NURP criteria. In this case the NPDES permit is more restrictive and states that: Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water. Because this site lies within the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) boundaries it is subject to their rules. The RPBCWD stormwater management rule requires that 1.1 inches of runoff from new impervious surface remains on-site. If the applicant meets the watershed district requirements, they will satisfy the city requirements. The proposed development site plan will result in 2.07 acres of new impervious surface. An abstraction quantity equivalent to 1.1 inches over this area is 8,273 cubic feet. The applicant is proposing to install three underground Cultec Rechargerrm devices that will abstract 8,522 cubic feet. This will meet the volume reduction requirements as well as the required reduction in total phosphorus. Because Pondnet was used to model water quality, it is unknown what the total suspended solids removal will be. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices. Operations and Maintenance Part III.D.5.a(5) of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMISTATE DISPOSAL SYSTEM (NPDES/SDS) PERMIT PROGRAM requires that "The permittee's Regulatory Mechanism(s) shall provide for the establishment of legal mechanism(s) between the permittee and owners or operators responsible for the long-term maintenance of structural stormwater BMPs not owned or operated by the permittee, that have been implemented to meet the conditions for post -construction stormwater management in Part III.D.5.a(2)." The permit continues on to discuss minimum provisions to allow for inspection of and preservation of function of the facility as well as transfer of responsibilities in the event the facility is sold. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 14 of 19 The city has developed a maintenance agreement and this shall be revised accordingly, executed and recorded against the property. In addition, the developer or their representative shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. Staff questions if adequate pre-treatment is provided for the Recharger system. The applicant shall provide documentation that adequate pretreatment is provided for the system or that pretreatment is not required per the manufacturer's specifications. Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. Table 2. Surface Water Management Connection fee calculation summary Per acre rate Size of new lot in acres Totals Water Quality $22,940.00 4.1 $94,054.00 Water Quantity $8,600.00 4.1 $35,260.00 Treatment Area Credit $4,300.00 2.6 $11,180.00 Total due with site plana eement $118,134.00 Because the portion of the parcel within the Bluff Creek Overlay District would aid in compliance with the Total Maximum Daily Load Implementation plan and meeting the goals of the Bluff Creek Natural Resources Management Plan, staff feels that dedication of this portion of the parcel to the city could be used in lieu of some portion of the Surface Water Connection fees at some agreed to rate. STREETS AND SITE CIRCULATION Access for both sites is proposed from a private street that extends from Audubon Road, which was constructed with the Auto Motorplex condominium development to the west. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. On the south site, it appears that vehicles backing out of the northerly overhead door of Unit #1 would not have adequate space to tum around. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 15 of 19 SUPDLE MENTAL Verify that there is adequate space for vehicles backing out of Unit #1. r 0s Too I v v 1,, I F1' Minimum drive aisle width required: 22 feet Shown: 30 feet minus 9 feet (parking stall) minus columns on the building = < 21 feet i¢i �a� •� \ I cargos I 24 X UTILTI'IES The developer proposes to extend a sewer and water service to each of the proposed buildings. A building permit is required to extend these services and the plumbing inspector shall inspect the connections. Staff recommends that the developer reevaluate the proposed sewer service to Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 16 of 19 the south site to ensure that the invert elevation at the building is higher than the invert elevation of the sanitary sewer manhole from which the service will extend. MISCELLANEOUS The buildings are required to have an automatic fire -extinguishing system as well as individual water and sewer connections. A three-foot clear space shall be maintained around fire hydrants. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. If applicable, retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Lot Area 1 acre 23.1 acres *Parking setback may be reduced to 10 feet with screening RECOMMENDATION Staff recommends that the Planning Commission approve the site plan and conditional use permit subject to the following conditions and adopts the attached findings of fact and recommendation: IOP Autobahn Motorplex Building Height 4 stories 1 story plus mezzanine 50 feet 23 feet Building Setback N - WE - 30' N - 74'E - 30' W-10'5-10' W -520'S-53' Parking Stalls North: 25 stalls 36 stalls South: 33 stalls 36 stalls Parking Setback N - WE - 30'* N - 80'E - 10' W-10' S-0' W-34' 5-18' Hard Surface Coverage 70% 11% Lot Area 1 acre 23.1 acres *Parking setback may be reduced to 10 feet with screening RECOMMENDATION Staff recommends that the Planning Commission approve the site plan and conditional use permit subject to the following conditions and adopts the attached findings of fact and recommendation: Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 17 of 19 CONDITIONAL USE PERMIT 1. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. 2. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. SITE PLAN Building: 1. The buildings are required to have an automatic fire extinguishing system. 2. The buildings are required to have individual water and sewer connections. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: 1. A three-foot clear space shall be maintained around all fire hydrants. 2. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering: 1. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: a. The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and b. The proposed 944 foot contour at the south site's middle entrance. 2. The easter retaining wall on the south site must not encroach into the adjacent drainage and utility easement. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 18 of 19 3. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. 4. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. 5. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. 6. A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: 1. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. 2. Minimum bufferyard requirements must be met. Planning: 1. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. 2. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. 3. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. 4. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated received July 20, 2015 to make them compatible with the entire development. Water Resources: 1. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. 2. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. 3. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 19 of 19 4. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. 5. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec Rechargefrm systems or that pretreatment is not required per the manufacturer's specifications. 6. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Building Rendering South Building — Revised. 4. Reduced Building Rendering South Building. 5. Reduced Building Elevations South Building. 6. Reduced Building Rendering North Building. 7. Reduced Building Elevation North Building. 8. Reduced Copy Site Plan. 9. Reduced Copy Utility Plan. 10. Reduced Copy Grading & Erosion Control Plan. 11. Reduced Copy South Building Planting Plan. 12. Reduced Copy North Building Planting Plan. 13. Reduced Copy Certificate of Survey. 14. Email from Jon Day to Bob Generous dated July 14, 2015. 15. Public Hearing Notice and Mailing List. g:�plan\2015 planning cases\2015-19 lamcury's collision site plan\staff report lemeWs.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Rick LaMettry for Conditional Use Permit and Site Plan review. On July 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Rick LaMettry for a Conditional Use Permit to allow multiple structures on a single parcel and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings for the property located at Audubon Road and Motorplex Court. The Planning Commission conducted a public hearing on the proposed conditional use and site plan, which was 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 Industrial Office Park, IOP. 2. The property is guided by the Land Use Plan for Office Industrial uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. Conditional Use Permit: Criteria for approval: a. The proposed development will not be detrimental to and will enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance, but will provide permanent open space. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. I. The proposed development will meet standards prescribed for certain uses as provided in this article. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development will preserve portions of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; PA 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2015-19 dated July 21, 2015, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 21' day of July, 2015. CHANHASSEN PLANNING COMMISSION BY: Andrew Aller, Chairman EXHIBIT A lhac Para of the folbwing dooibcd land T., wn ofdi<Swduslpianoof SeeOoo I5.T.-di P 116 Nath, Range 23. Witofthe SIh Pri"I Slcn. de ib5dn lo,,or o, at the NOnhoeu mnxr Of sed SOuduu Quarter: dawn on an assumed busing of North 69 degrees W min. 25 second, W'it al., m. NoM h. fond Soudeut ()uann a divane, of 2614.22 feel b die Nonhwot mrncr of said Soothe. Qmnef: thence Saud W dcpee, 59 mmWcs 45 seconds 6as1 along do won line of aid Soudicu: Qeencr a distance 1166.11 feet: thrice NoM 36 drgncs 51 minuets 24 scolds Eut a disuvec of 669.01 fM;1M4a South 33 dclp<i 02 minutes 36 seconds East a disvnce of 3963 f :: drnee Nmdusttcly along a nauengrndal mac mvcarc m Nc Nonhsvit Msivg a odor of 1659.81, fen: a chord bents, of NoM 49 d4Rmcs 43 mmmi 26 sovi ds Fav a disunee of 39493 fM: trncc bM M dcgms 51 oinutes 24 uxmds East, era unecn, o I.,, dooibd curs, a dionrc of 32J 9; FM: Benet Sount 35 de,,,o 03 minter 24 x Orals 38'it a distance of22.% lent dm<c Seudiwaaly 120.34 fail, dw8 a ungrntul arts, mrravc lis to nBh: NvinB a radius of 1959.86 fort, a central n.1le.f 03 deg. 31 minutes 05 sands ad a chordof 120.32 feet which bun South 36 deBrts 48 minwes 57,xeonds N'nt, fh4.ee Noedi 56 d5gtas 51 of nuns Nie rade fax, rot sangenl to lav dumbed come a dnun. of IJl9.?6 far, the. ee VOM 3J �Bre<s 0? mmutn 36 scads WCW a dnurc<o' 12.50 fee, theme Numh56 d gr ss 5' mtmnes 24 xedds fir. a Aslanc<uf495 70 fttt to Ih< fat Imc of wd Sa'tiun I5; tMrc<f:snth 01 degree 1> minuses 22 seconds Wit a dountt of 12.51 feet abnp the cion line of sale Stc:mn 15 m dire punt of bcgmnmR, acamdmg a die (iosatnmwi, tunny dicrcof Shen m cisemenl fm (amt) Sruc Ad Highway No. 11. EXCEPTwhich lies Noudy of Bl.f C.k. de.1olinc of said meek des do fullwa (".svmmneing al die Nooiwest mniW of she Soulhwt (Nmnee of Section I5, Township 116 NnM, Range 23 We., nfte 5th Prine,,W Meridian: dive, no an ssvund honing Of. S ,h e9 degrees W minoti 25 seeond hast.Iong die NoM tine of sod Sm4hess, Q as , a c1n n of 1I F,45 fee: W eche in, of hegimting of dhe antihn, m Ades bd; thence Snulh 03 hyme5 14 minora St s<nmds Win. a drawee.` 12 34 fa, t e. Souk 12 dcgmcs 11 mmmo 21 iOet nds Fac: a dit nice of 1826 feel: thence SOWN M degrees 42 minuet 32 seconds WL a dismre of 66.41 fen. dints, SoNh W deg:<v 11..w. 36 seconds F ,,L it diwoot Of M09 fen; tbrntt South 26 deg 53 mivmm 49 toon.6 Feu_ is des. of 1115 Im Ihaee Sauk W depe,s 10 mmu:o M ucads Eu. a dsunee of )1.53 [M: duce Sarah O6 degas 34 Owu,a 33 scrnnds W'it. • Bounce of 5133'_ feet; lleax Sunk 01 degree 2' . 58 sands Ens, a disumx of 148'S foot than South W Mgrco 14 minuses 13 seconds Won, a de. of 114.)6 feet: thence Saudi M dc8mcs 49 num. 36 s - Wit. • dbinrc of 256.50 feat Ihuce SuM 30 hgrm 12 en.00 30 saotds W,,.. dns ,, of 9510 fat; deme, Seu:h ?? degas W minu,o 40 aamds Eon, a duun Of 2911 fa:; thea, Sash 10 degmes 54 mmnes W saondt W co, a dswre of 55.44 fist ehenee SOOCI 14 drams 39 mouses 10 sounds East . distance of 15.14 fat, theoce Sauk 22 depws 30 nnoui s 14 secoodo Wa:, a disunoe of 3354 fen: drnce South W Began 36 minutes 50 sands W'es,. dsun of 40.11 fee, Ih<n Soud 10 deprtes SF mmu,n 44 acorns N'i,. distance of 16.30 fee% thxe South 15 degrees 39 minutes 39 seconds test a distance of 1638 foo: then Souih (M ftmot WI mmWi I1 oads has,. dawrc of 33.14 fee, diene, South 33 ft. 58 minutes 55 sccoods Eau a divance of 3.21 feet to.pokt an the NaMedv line or to Milwaukee. S. Ped and Pnife Radon uid point dtuaerc 58651 fat Nonceuutiy of die tmdw<st comer of thc.bovo desedbcd wase, , as muwuad abng said NonhMy Raiimnd line. and said lire 6. Iem,nuouop. Teat wn of the SOo:huv Quariet of the Nonb<ast Quarter of Scam 15, Towuhij, 116 NoM Range 23 kF est of One 5th Pot -,til Meridian deunbcd as: Ne,Oo ung n do SoutuYsl mr,, of sed SmUgav Quarto of de NoNSYu QussQ Leen or. an usumcd Fearing o: NoM 89 dcg:ecs W minora 25 scmnds W'ev abng to south lire of said Saehcu, Quuur of tiie Naiftoen Q arta a d:smmc of 14751 fee, dna North 35 de no, 03 minuses 2a seconds list n divan of 150 (Oct. duce Nonhuucis I W2.46 fat abng a uitgentul evr.e b de ugh. hoeing a radia of 2614.19 fa On the Eon hoc Of said Sentient, Qn.ne oldie Nad.Yu QOO,. Jena Seed W degrees 24 mmuus W r rondo Wal along die Fes, nuc of end SnMe. 0. of the NoMca- Qusto a distaacc of 73K5 7 fm to the pont'. of bcgvminR. aaordit8 W i5ovcmrten, Stwcy deem(. Sub co, to mvnun, fit COunn Swc Aid Highway Nt. 11. Lrivg wormy of a lose which mmmaxo et tle W, Quarto comer of said Scion 15; Wucc Som11 W dePas 4 mireus 16 snoods Eos, uuuned beating on de eau Iva of uid Swteas: Q000 r of Sceo. 11, a divart, of71,5 5 feet to the somherly bonedn5 of d , abOOe doatbad and nd die Nunhedy line n(the Mdwauka, S, Petal .M Pucihc Railroad: Bence Sued 56 dc'WOet 51 minuses 24 ..Odt Wot on the satthaly 6owdan of de oboe, duarbed laud endde Vaededy liar of tr MiMauka. S_ Pan sed P.eJ: Raibwd.l%.53 foot 0r4cr cov:ivwng ov,x souN<dy botmdory of de eW,v do,,M lad and Use 4atrsly Iva of:hc Miixauta. S, Petal and P.5, Raikvd Soul 33 dc®ees 02 minute 36 u,Onds Fos: 12.50 (W. ,h n e coninumg on do .1holy bounden of :tic aN,.cdo,o.w and rid the Noonl, Imo of die MilxaWec. Si Paul aw Pui tic Rail-sed,S th 56 degrees 51 mh,oto?4m.m4s Wit 131926 feet too feint of cusp, Brim con:inkng on the tootnedv b r, of de above desnibd Wd ab.he Nnrdnedv Ina of Ute Mdwauka. S, Paul and Prifr Radm.d on a Oonamgenual tune emrase iede norilw. L 120.b fee, oak cone hvs a raden of 195986 foo. a..I angle of 03 degms 31 mmuta os sands rid. ehuk of 120.32 fm wfOh bers h'oM 36 dames 46 mmu<s 5 i ieeonde I:ut dare Nod 35 degrm OJ mmini 24 saaMS Eos, ungrnt to de Iasi <Ws,. v 98 feet Bence Soul 56 degsca 5- miiutes 24 wends Wnsi, 21.34 feet m de ppm of bginning of 1M line m be desmbed; drna NoM J3 degrees 02 miwto 36 seconds Nott 141 A3 fan; th c hoM 42 dcgrra 0 i mmmn 35 saoMs Fu, 236.51 foo; den Nv:d 5: degrees 19 minoti 50 scco,ks test 2fi5.99 faC Cxlrc North Hi degrees 36 minds 53 u..vods Fan, 210,31 fee, n. poi NoM W dvym, 41 rrwoto <3 saolids Fast 150.59 foo, duce Nofh 7, ukgrci ct muuti 05 sec Qoo Fos, 190.o5 fat: Oe Nod 42 depeus io itoi 05 sands Eos, 116.19 fen m •point m the nosh line of said Sanneas, Queer, of SMion I5, dhlent of )<� s? ren xvst from said Fall t)uano comer of acid Sector I5. wine said Imo LL1miiNaS. El COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSFN Planning Division — 7700 Market Boulevard Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: "1 19 PC Date: 0-112A CC Date: u$ 1 v 60 -Day Review Date: u A to, (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 '�WA A! %-T-A ❑ Minor MUSA line for failing on-site sewers..... $100 (_ lots) Conditional Use Permit (CUP) Present Zoning: ❑ Metes & Bounds (2 tots)..................................$300 ❑ Single -Family Residence ................................ $325 ❑ Consolidate Lots..............................................$150 AllOthers ......................................................... $425 ❑ Interim Use Permit (IUP) ❑ Final Plat ..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others ......................................................... $425 ❑ Rezoning (RFZ) through the development contract. ❑ Planned Unit Development (PUD)..................$750 Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others ......................................................... $500 ❑ Sign Plan Review ................................................... $150 Site Plan Review (SPR) ❑ Single -Family Residence...............................$150 4W Administrative ..................................................$100 ❑ All Others ....................................................... $275 Commerciallindustrial Districts' ......................$500 Zoning Appeal ...................................................... $100 Plus $10 per 1,000 square feet of building areaAL4 t0 Zoning Ordinance Amendment (ZOA).................$500 ( 4\ thousand square feet) 'Include number of existing employees: O 'Include number of new employees: ^. ❑ Residential Districts ...... ....... .........................._ $500 Plus $5 per dwelling unit (_ units) ®. Notification Sign (City to install and remove) ............................... ❑ Subdivision (SUB) NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. .................................................................................. $200 Property Owners' List Within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( tst addresses) A tS3 ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document Conditional Use Permit' Co ❑ Interim Use Permit 9 Site Plan Agreemenf ,'50 Vacation ❑ Variance ❑ Wetland Alteration PPrmit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) y , TOTALFEE: Section 2: Required Information Description of Proposal: Comrnert�,a- AEJZI Pmce' CaNS,salart Of- TudO L vtw,ruhS gJu.o,tic\ uwu E& 4ut0rnan.n3 $00`1 c rvwcwe.�Acg` l Cri t,)% UAL IV Property Address or Location. I)ypusc"s wz) ty"ZiTr .pLeF Ct' Parcel #: 23U 1 ❑ Create 3 lots or less ........................................$300 Legal Description: '�WA A! %-T-A ❑ Create over 3 lots .......................$600 + $15 per lot Iq (_ lots) ® Yes ❑ No Present Zoning: ❑ Metes & Bounds (2 tots)..................................$300 1 O P Requested Zoning: Select One ❑ 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. .................................................................................. $200 Property Owners' List Within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( tst addresses) A tS3 ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document Conditional Use Permit' Co ❑ Interim Use Permit 9 Site Plan Agreemenf ,'50 Vacation ❑ Variance ❑ Wetland Alteration PPrmit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) y , TOTALFEE: Section 2: Required Information Description of Proposal: Comrnert�,a- AEJZI Pmce' CaNS,salart Of- TudO L vtw,ruhS gJu.o,tic\ uwu E& 4ut0rnan.n3 $00`1 c rvwcwe.�Acg` l Cri t,)% UAL IV Property Address or Location. I)ypusc"s wz) ty"ZiTr .pLeF Ct' Parcel #: 23U 1 SI LIS Legal Description: '�WA A! %-T-A Total Acreage Iq Wetlands Present? ® Yes ❑ No Present Zoning: Select One 1 O P Requested Zoning: Select One Present Land Use Designation. Select One rwONe Requested Land Use Designation: SelectOne C^Mlill( .A'L FyiVing Use of Property *4( C - &4w ;Jr �;F�Zr rs,,;,F, ❑ Check box is separate narrative is attached. RECEIVED ^,'ihfJNFSBEMPLA"MNIrG 111'i'T SCANNED 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. vnth an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Zc-V- Contact: �VJA. C,+MGTM%4 Address: 2i? O� C�gac_EQyFt i I�Oc{ Phone: �oi2-L1i0 -1��10 City/State/Zip;- IZq I t4hIM 10 S Cell: Email: Fax: Signature: _ Date: t �. PROPERTY WNER: In signing this application, I, as property o r, have full legal capacity to, and hereby do, authorize th filing of this applicition 1 understand that conditions of a proval 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 W11 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. NameL A rAWIMN Contact: K.&c.K L-AMeTVN Address: 2. It6LJ Phone: G12 -4Ro -1190 City/State/Zip: Cell Email: _[? A IC i Fax: /Signature: Date: This a tion must be completed in full and must accompani by all information and plans required by P is I City Ordinance provisioga. Before filing this application, r to the appropriate Application Checklist and r with the Planning Department to determine the specific ordinance and applicable procedural req ments 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) 1 Name: NA -re &(l,( AtI, SA�1Kt2 2C�pJ Si Contact: WArM V same Address: \$O Arlt Phone: 'IS1 ti�i4-faC1o0 City/State/Zip. W !V1 1. Mr -N. l SS3`t1 Cell: Email: N1�Q4v'\At,)r�C orv\ Fax: C\SZ - L1'1C. -o\c-o4 Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: Engineer Via ❑ Email ❑ Mailed Paper Copy City/State/Zip: Other* Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital COPY to the city for processing (required).- SAVEFORM _. TN7 FORM 8UBWT FORM ',CANNED NORTHEAST VIEW OF SOUTH BUILDING SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY SOUTH BUILDING PRELIMINARY JULY 9, 2015 ML0 M� ISI V o�z o� u w V Q K Q Q F a� V p �w O� z °od � O� Q $SUE PRELIM: JUNE 16, 2015 REV. JULY 8, 3015 JOB s 131068 SHEET# A3 OF M SOUTH EAST VIEW OF NORTH BUILDING= NORTH WEST VIEW OF NORTH BUILDING LAMETTRY NORTH BUILDING PRELIMINARY JULY 9, 2015 NORTH EAST VIEW OF NORTH BUILDING LAMETTRY NORTH BUILDING PRELIMINAF2Y JULY 9, 2015 ■mom :M■ ■o■ uon RDS 1 R� / ER P`P~ LFPPROX / A / \ / \\ ONDOMINIUM N0. 131 CONDOMINIUM 131 \ Y 1 I z AoloMolaPkx C„ I ' PARCEL DATA, PARCEL SIZE: 1,007,675 SF (23.11 ACRES) • GROSS FLOOR AREA NORTH BUILDING: 18,290 SF (.42 ACRES) - AUTO SHOP AREA: 13,338 SF (.31 ACRES) - CONDO AREA 4952 SF (.11 ACRES) • GROSS FLOOR AREA SOUTH BUILDING: 22,115 SF (51 ACRES) - AUTO SHOP AREA 9660 SF (.23 ACRES) - CONDO AREA 12450 SF (.29 ACRES) •PERCENT OF SITE COVERED BY BUILDINGS: 4.0% • PERCENT OF SITE COVERED BY PARKING AREA 5.0% A • PERCENT OF SITE COVERED BY ENTRANCE DRIVE: 2.1% • PERCENT OF SITE COVERED BY IMPERVIOUS AREA 11.1% • TOTAL NUMBER OF PARKING SPACED PROVIDED: 72 SPOTS • ESTIMATED EMPLOYEES NORTH BUILDING: 20 i • ESTIMATED EMPLOYEES SOUTH BUILDING: 20 PARKING CALCS- SERVICE STATION - 4 PLUS 2 SPACES FOR EACH SERVICE STALL STORAGE -1 PER 1000 SF NORTH BUILDING: GARAGE CONDOS - 4,952 SF AUTO SHOP - 13.338 BE, 8 SERVICE STALLS REO'D SPOTS = ((500011000) x 1) +(4+(2x8)) = 25 PARKING SPOTS PROPOSED SPOTS - 36 DEDICATED PARKING SPOTS (34 STANDARD 8 2 HANDICAP) Z SOUTH BUILDING: s GARAGE CONDOS -12,450 SF L. AUTO SHOP - 9.660 SF, 8 SERVICE STALLS REO'D SPOTS = ((130D011000) x 1) + (4+(2x8))= 33 PARKING SPOTS PROPOSED SPOTS= 36 DEDICATEDPARKING SPOTS (34 STANDARD 8 2 HANDICAP) - NOTE: PARKING INSIDE THE GARAGES AND INFRONT OF THE GARAGE DOORS ARE NOT COUNTED SHEET INDEX TABLE SHEET DBSCFIFftn SP SBO P1Bn AA ALTA GP GmI Plan UP UIQ PND LP Plat PREPARED BY PREPARED FOR wusr me PFx� RMAt vxeTrRr inaamlelaoxY MOFnxuBaxnaY Y4YUTAIWF10Ta n91 WRIME. YINE9OtAnOt PHxG Psn+Y® FACIWI�16111q Mn1E: N�3IWRY Ca A�T KT .m. HEFA4x. PE rncx irrrrnr BMl: Y1EYYIM8AT1aEC011 FYY:Nn<rrm•YMwaM MAXIMUM LOT COVERAGE: 70% '.. • MAXIMUM HEIGHT: FOUR STORIES/50 FEET FRONT YARD SETBACK: 30 FT REAR YARD SETBACK 10 FT SECOND ENT s" SIDE YARD SETBACK: 10 F I a N FIRST SUPPLE TIAL wili�lJs ,m SCANNED ■��J pMMANB NxAE �' �� S«6 USEDFICLUDINGCOPI1NG. DISTRIBUTION, MIDICNCONV mICEDF I HEREBY CERTIFY TIUT THISPLANORGI£C NIONW CTPRO.£CTND. ms1p NRH BMN16 AppRIpMLlli0 P9i CRY PC-0UEBf _ INFORMATION) OF THIS PRODUCT IS STRICRY PROHIBITED WRHgIT PREPARED BY W OR UNDER W DIRECT SLi9M�pN AND TNXTI w• _�.� — SITE PLANURAYINSY SATHREAERGDUISTINCsE RESSIVRITTENAUMORRATION. ISE YrtDgIR AMAOULY REGIBTFAED PROFESSIONAL ENGa®tlll�BR 1HE `toSRT — SMO AU HORl TIONCONSTTU SANIu WIWTEu ANoSATE MN oTwSATHRE-BERGQUIST, INC.CNEO®BY - INDEWIFYSATHREdERGDUIST.INC.OFMLRE9PgI5BILRY. � LAMETTRY'S CHANHASSENSIITHIYE4fERGDUIST,INC. RESERVES THE RIGHT TO HOID ANT 4lffin6YTEova s usoREan1YGLY REsvoNsIBLE FOR DAxacEs off LOBES RESULMB' il�fe/is-Lt NA 47Y8"L. MINNESOTA RACK LAMETTRY 1. ALL SANITARY 3EHER SERWES CONNECTED TO C90] MR SOUTH CHAMBERS OUTLET-STMH Al STRUCTURE SCNEDIAE AN"'CSD]TFE,CSO]RISER RPE. LBpI BENp,TRN151Tpry GaGKET µpp 10. All 3EVrHi SERVICES ME LOCATED AT LEST 3 FEET DDWNST OF SCH 10 LATERAL TO THE STUB, RBA WATER SERVICES IF SEWER ME WATER ARE IN THE SAME TRENCH. 3. ALL SMIRARY SEWER WE ES BE SERI 40 FROM THE MNN TO THE 11. ALL VALVES ON THE WAMNR FOR ,,S MC,,,T SHAH BE GATE VKVE$ STUB EXCEPTAS OUTUNED ABOVE STM 110 BUTIIItPY VALVES SHALL BE USED ON THE WATERMNN FCR TMS J. WATERMAM SFfiNLEB SNAIL BE 6- UP. 73 PRO EC s. ALL DIP FOR SANITARY SEYrER LINER SHALL BE POLY AND N1 t2. THE CITY OF CHANHASSEN CURRENT 'ENGINEERING GUIDELINES' AND 'SPECIFICATIONS' SHALL GOVERN V/IDI THE EXPECTION OF THE SANRARY BOLTS USED SHALL BE STNHLESS STEEL 1r SEWER AND WATERMAM SERVICES. S REFER TO OETNL SHEETS TO SEE STRUCTURE D,TM, 11 ALL 1'-tY WATERMNN SHALL BE PJC CIMEF35). fi. ALL HYDRANT BENCHMARKS METOP NUT OF HYDRANT. MBA NI W WATERMNN SHALL BE PVC CBM (DRI BL M 1. WYEIOING TCUETPPLIEOfl H. MECHMICN BOLLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS FOLLO`MNG INSTµ TION OF PIPE TO PROTECT IS NUUI.WYE STATIONING 6CKCULATED FRgA THE DONN 31REM1MNIHOLEi THE OV STRJE STM EXISTING LINES MOR DEBRIS. S SEDMENT INHLMATIM. BALLS SIWI B. NI TIES AND DISTANCES ARE TO THE CENTER OF SURFACE 51RlICTUtES. SIX RFMNN UNTIL LINES PRE TELEVISED 6 ACCEPTED BY THE CT'. B. 15. THE CONi{UCTOR SHALL CONTACT THE SEWER A WATER dN$M)N AT HE µOHYORA BALK rxT LEAST 48 HOURS PRIOR TO ANY PLAILIC SEWERNIATERMNN CONNECTION. VERETNNfDANOTIES TO WAMRI MEMS OF N TEE BV MEMS OF MPiOVEp MEGKUGS UNLESS TO THE WSE R3U81 M NOW OTHERWISE NOTED. 9504, 18' NORTH SITE H o N0. 131 )URTH i A #,,—a SOUTH SITE DURTH SUPPL NTAL J 1C1IT MIDDLE CHAMBERS OUTLETLBMH Cl SOUTH CHAMBERS OUTLET-STMH Al STRUCTURE SCNEDIAE 1(IP(:VIRiGell feOL� MAPens cii IIP,9Yli 14Ap amB* SIIYG51NNeny TYPE RBA DIA HEIGHT 9N LISTING AT STM 912] 18' 73 53530 wl1 M l4Y1 MAO 1r 93 91IL" Rd08! A3 STN( MBA 19' B3 mm WtM9 At STM REO.] 18' SIX OM4,0 wtA62 A5 CB BRIBES rxT DF M830 R3U81 M CBM 9504, 18' 6S WAS RaOBVB Bt CBM( 901.8 18' 63 mm RB06]YB w CS Bits r61 II. 93650 R306NB C1 CBN1 819.1 OS ax 9WSS R30BY8 0 CONI 9513 OR 33 W]AO pNSSST C3 CS 95BB rXr 3.0. MT.W Rd069/YB DI @ CB.H CB 95110 9594, B rar 76 3D BUac, RdOBhB WAS R4368B1A1 A #,,—a SOUTH SITE DURTH SUPPL NTAL J 1C1IT MIDDLE CHAMBERS OUTLETLBMH Cl SOUTH CHAMBERS OUTLET-STMH Al TCa fAStxOeB., S 1 p b wn RMEf Ptd! 4m: 1(IP(:VIRiGell feOL� MAPens cii IIP,9Yli 14Ap amB* A �meaaa rm s PLAN ryyr M w�e.as�s e �f I STORu% SEY— GT-T-S/SN II 2� RECTANGULAR [NCJX111. CLPMTe[Nl 3101 1 CfffPPE BEDDING ® Edt P.V.0 PIPE EXGNEEPNG 2203 N�ra'r� rro ANP / L-y4W aver rlaw / ..mow 4raiN a+ y I—.-- cur —m—m b 10 0 TO 30. IA I.■L■��■ SCANNED USE ONCLUDING COPYING. DISTRIBUTION. AIWMOCIA%YANCE OF IMEREBY CERTFYTNAT llaB RAN OR 9PECfiPAll0NYp4 a]Y PIaAu:l llu Pas 11L1 BASE_LAAETINY Ot NRH INl1&15 ABp110RA1118'O PEN anIEplESf INFORM1NTIDNI OF THIS PRODUCT IS STRICTLY PROMWIM VIRIICUT PREPARED BY AE OR IMIIER MrDRECT SIseeWsaNANDTMTI 1t9p5 a09 ^ — UTILITY PLAN AB3NF4,Df DRAWNBY - ISATHRE-BERGOUIST.INC..EXPRESS WRITTEN AURWRQA1gN. USENTiHdR MIADUIYREGISTENEDPNOEESSIONALENQ®ill®YELL SRT - _ - --MDAUTHORUMTIONCONSTITUTES ANILLEGRIMATEUSE A1ID 1 THEREBY LAWS QFTHIESTATEO�NNNEsoTA r �u SATHRE-BERGQUIST, INC.HANHASSEN TT UP CHECI®IW INDEMNIFY SATHREEERDDUIST. INC. OF ALL RESPONSIBILITY. LAME 1 I RY'S CHAR HASS EN _ /L/4 �/lQli/� 1W SOUTH BNOAONAY WAYIATA NL 55301 MM4768B0D USER O-BERGO MTY LECALL. RESERVES THE FOR D RIGHT O LOSSES RESULE DIAIE FROM I�LLEGGITNALTEUS�E YRESPONSIBIE FOR DAMAGESdR LOSSES RESUITMG IIATIAN 0.11ERMNl, P£ �Cy W ,f`e MINNESOTA RICK LAMETTRY 9.5 4,WI]n6 - T OL//8//.t-' LtIIn Y79�L aNa vNH OF � cuf ® cTWICAL 4' ClUtUET ATwBw4x MANHOLE OIpAT)mB 0muelrxl "" 3,02 b 10 0 TO 30. IA I.■L■��■ SCANNED USE ONCLUDING COPYING. DISTRIBUTION. AIWMOCIA%YANCE OF IMEREBY CERTFYTNAT llaB RAN OR 9PECfiPAll0NYp4 a]Y PIaAu:l llu Pas 11L1 BASE_LAAETINY Ot NRH INl1&15 ABp110RA1118'O PEN anIEplESf INFORM1NTIDNI OF THIS PRODUCT IS STRICTLY PROMWIM VIRIICUT PREPARED BY AE OR IMIIER MrDRECT SIseeWsaNANDTMTI 1t9p5 a09 ^ — UTILITY PLAN AB3NF4,Df DRAWNBY - ISATHRE-BERGOUIST.INC..EXPRESS WRITTEN AURWRQA1gN. USENTiHdR MIADUIYREGISTENEDPNOEESSIONALENQ®ill®YELL SRT - _ - --MDAUTHORUMTIONCONSTITUTES ANILLEGRIMATEUSE A1ID 1 THEREBY LAWS QFTHIESTATEO�NNNEsoTA r �u SATHRE-BERGQUIST, INC.HANHASSEN TT UP CHECI®IW INDEMNIFY SATHREEERDDUIST. INC. OF ALL RESPONSIBILITY. LAME 1 I RY'S CHAR HASS EN _ /L/4 �/lQli/� 1W SOUTH BNOAONAY WAYIATA NL 55301 MM4768B0D USER O-BERGO MTY LECALL. RESERVES THE FOR D RIGHT O LOSSES RESULE DIAIE FROM I�LLEGGITNALTEUS�E YRESPONSIBIE FOR DAMAGESdR LOSSES RESUITMG IIATIAN 0.11ERMNl, P£ �Cy W ,f`e MINNESOTA RICK LAMETTRY 9.5 4,WI]n6 - T OL//8//.t-' LtIIn Y79�L aNa vNH OF LGNS1Wx:igN ND,ES I. NSTALLSIT FENCE ASSIIOWN pI qAN. AS REgFED BYTIE CT"OR dPEL1ED MI 11E FMiE$ Z THE INLETPR0IECTMMS1 BE1H MSTM1G CHB NSATTHESEGINMNGOFGRApN ERATWNSTOPROv10ETELPoPAR SG WATERNEAT W O111BNG CONSiNUC}FJ1L SAND AND SALT MUBTSE REMCBTD FROM THE INLET PROTECTION IS NECESSARY WRING CEAEVIN CUIONA DATIIE COMEIgV OFTIE PEND. I. S BEMNGRANDDI DIRECTED INET PROTECIpN. TTr SILT NCE AROUND RSWARD NENFORMERMEggTE CPNNAGE d.Nll'INE W161IIUCIICH fENb As tECEssARr DID pMECIEDer THE ENCODER. nNsiAu SALT FENCE AROVNOEXC vATEn BA4lS l NSF£CT BAyNS. MLT FENCE. AND BORER ENTRANCE BERM AFTER ALL MINEALL EVENTS AB RE0111RED BY THIS ARISES PEILI.ET. S ALL SLOPE. 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SATHRE-BERGQUIS T, INC. ,,,, r - 150$pU1N BRMOWAY NMYIATA [M' 1IBSi).TB✓0B0 TMR.,16-RGEi1-SEG15 Certificate of Survey Prq.cdFu SCANNED Richard Lamettry RUEH AlL URVER (bIlN1Y [IRAYM BY BOq[%p[NAGE %%% 3 Chanhassen, aEa®er t�P TY USSR OR PARLEWLLY RESP SWE FOR DM Es OR LOSSES RESULTWG FROM ILLEMWTE IISE `' -�E4e .✓ MINNESOTA 3 Generous, Bob From: Sent: To: Subject: Follow Up Flag: Flag Status: Good Morning Bob, Jon Day <johnnyboyday@mac.com> Tuesday, July 14, 2015 9:55 AM Generous, Bob Question on LaMettry's Project Follow up Flagged I was looking at the proposed development for the LeMettry's project. In the beginning, when this whole Audobon Motorplex concept was being proposed and they were asking for conditional use permits and wanting to fill in part of wetlands and so forth the pitch to us from the developer at our neighborhood meeting was their promise the complex would have be architecturally appealing and look like a beautiful country "horse stable'. We were worried about the noise and that hasn't been to big an issue except for the first Saturday of the month when they have the open house there, its like a rock concert that day. The fact is that they held to their promise of creating a "pretty' development that would look nice and compliment the neighborhood. I think most of us have been pleased with them as neighbors. In their second phase they filled in part of the wetlands along the creek closest to our homes in order to put that last set of condos in and while I do think that has hurt our property values on this street, all-in-all its been a ok thing, it probably could have been worse. This new LeMettry's project does not fit into that architectural look based on these current drawings. I guess beauty is in the eye of the beholder, but to me these proposed structures are ugly, but regardless of that, they clearly don't fit into the "look and feel" of the original project as it was laid out to us in the beginning when we had big concerns about the original proposed development. The fact is they could have put the condos that are the furthest to the south west on the spot where this LeMettry's is going right now and then we wouldn't have to have filled in any of the wetlands and we would have'n't have had the development move in so close to our homes over here on Stone Creek Drive. I think the buildings they are proposing should be required to match the architectural look and feel of the buildings in the rest of the complex, this kind of country horse stable look with the nice finishes and the cupolas on the roof, etc. Please let me know what your team's views are on that topic. Also, please let me know if our neighborhood association needs to come to the meeting to share that view or if this e- mail will be shared or what the next steps need to be. Jon Day 612-269-4531 CITY OF CHANHASSEN AFFIDAVIT OF MAHdNG NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on July 9, 2015, 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 for LaMettry's — Planning Case 2015-19 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 J�L-+K day of 2015. T Not Pub c� T. MEUWISSEN Notary Publlo•MUlnesota I#KIM y Ce ~1W E.01.,Mn31,2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 21, 2015 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Proposal: Overlay District; and Site Plan Review to construct two commercial buildings on property zoned Industrial Office Park IOP — LaMett's Applicant: Rick LaMettry Property West side of Audubon Road at Motorplex Court Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 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.cl.chanhassen.mn.us/201519. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at baenerous0ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. 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 Ravi" 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 the application in writing. Any interested party Is o lied to attend the meeting. • Staff prepares a report on the subject application that includes all pardnent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, slab 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 heading process. The Commission will dose the public heading and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Panning Commission's recommendation. Rezonings, land use and code amendments lake a simple majority vole of the City Council except rezonings and land use amendments from residential to commercolllndustdal. • 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 Coundl meeting. • A neighborhood spokespersonlrepresentl is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighboMood regarding Meir proposal. Staff is also available to review the project with any interested pereonts). • Because the Panning Commission holds the public heading, the City Council does not. Minutes are taken and any correspondence regarding the application will be inclutletl In the report to the City Council. 6 you wish to have something to be included in the report, lease contact Me Planning Staff person named on the noafical Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 21, 2015 at 7:00 P.M. This hearing may not start until later In the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Proposal: Overlay District; and Site Plan Review to construct two commercial buildings on property zoned Industrial Office Park IOP — LaMett's Applicant: Rick LaMettry Property West side of Audubon Road at Motorplex Court Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following 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/2015-19. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at baenerousna ci.chanhassen.mn.us or by phone at 952-227-1131. 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.mmus/not'rf me to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews. Conditional and Interim Uses, Welland 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 canting. Any interested party is Invited to attend the meeting. • Staff prepares a report on Me subject application that Includes all pertinent informal and a recommendation. These reports are avalleba by request. At the Panning Commission meeting. staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak ebmt the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to Me 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 vole of the City Council except rezonings and land use amendments from residential to commercialraldusMal. • Minnesota Stale Statute 519.99 requires all applicaaons to be processed within 60 days unless the applicant waives this standard, Some applications due to their complexity may lake 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 spokespemm/represenlative is encouraged to provide a contact for Me dry. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the pmject with any interested persoms). • Because the Panning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will co included in the report to the City Coundl. H you wish M have something to be included in the report, lease contact the planning Staff person named on the notification. 1660 MOTORPLEX COURT UNIT 6 LL ABIR SEN 5213 ISLEWORTH COUNTRY CLUB DR 3357 E CALHOUN PKWY WINDERMERE, FL 34786-8928 MINNEAPOLIS, MN 55408-3313 ALFRED A IVERSEN 1500 PARK RD CHANHASSEN, MN 55317-8200 ANTHONY MERTES 8124 DAKOTA LN CHANHASSEN, MN 55317-9761 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH, MN 55446-2878 BARRYLARSON 4015 W 65TH ST APT 206 MINNEAPOLIS, MN 55435-1746 BOB & JOANIE AUTOPLEX LLC 14675 MARTIN DR # 200 EDEN PRAIRIE, MN 55344-2016 BRIAN ZIERWICK 17171 TRENTON LN EDEN PRAIRIE, MN 55347-3374 CHAN CONGR JEHOVAHS WITNESSES 2920 FAIRWAY DR CHASKA, MN 55318-3416 CHRISTOPHER N & PAIGE M GILES 8180 STONE CREEK DR CHANHASSEN, MN 55317-7416 AMERICAN MUSCLE CLASSICS LLC 200 S 6TH ST # 4000 MINNEAPOLIS, MN 55402-1431 AUTO ENVIRONMENTS LLC 10261 YELLOW CIRCLE DR MINNETONKA, MN 55345-9112 AUTOMOTIVE ENTHUSIASTS LLC 19018 VOGEL FARM RD EDEN PRAIRIE, MN 55347-4199 BIG TOAST INC 7551 WALNUT CURV CHANHASSEN, MN 55317-9394 BRET W BAILEY 2539 BRIDLE CREEK TRL CHANHASSEN. MN 55317-9372 CARLSON & WALD LLC 8330 COMMERCE DR CHANHASSEN, MN 55317-8426 CHANHASSEN MOTORPLEX LLC 480 BIGHORN DR CHANHASSEN, MN 55317-8801 CHRISTOPHER N PENN 6498 SMITHTOWN RD EXCELSIOR, MN 55331-8211 ALAN M & TERESA Y JOHNSON 8286 STONE CREEK DR CHANHASSEN, MN 55317-7414 ANDREW G & JANET A RICHARDSON 8442 BURLWOOD DR CHANHASSEN, MN 55317-8505 AUTO MOTORPLEX ASSOCIATION PO BOX 7160 FARGO, NO 58106-7160 BALTHAZAR INVESTMENTS LLC PO BOX 390 VICTORIA, MN 55386-0390 BLOSE LLC 3440 NORTHOME RD WAYZATA, MN 55391-3018 BRIAN W MCCONNELL 5912 GRASS LAKE TERR MINNEAPOLIS, MN 55419-2139 CHAD E & LINDA S NELSON 8135 STONE CREEK DR CHANHASSEN, MN 55317-7416 CHRISTOPHER A CHINANDER 1927 CREEKVIEW CT CHANHASSEN, MN 55317-7418 CHRISTOPHER T & BRENDA M BERG 8269 STONE CREEK DR CHANHASSEN, MN 55317-7414 CLEAN RESPONSE REAL ESTATE CLYDE H STEPHENS III COLE A CARLSON LLC 8348 STONE CREEK DR 10610 NE 9TH PLACE UNIT 1600 480 N PRIOR AVE CHANHASSEN, MN 55317-7417 BELLEVUE, WA 98004-8644 SAINT PAUL, MN 55104-3421 CONTROL PRODUCTS INC DANIEL R & DONNA L HERNANDEZ DAVID A STOCKDALE 1724 LAKE DR W 8289 STONE CREEK DR 7210 GALPIN BLVD CHANHASSEN, MN 55317-8580 CHANHASSEN, MN 55317-7414 EXCELSIOR, MN 55331-8058 DAVID W & SHEILA AUGUSTINE 2000 STONE CREEK DR CHANHASSEN, MN 55317-7410 DOUGLAS G PUGH 4526 DREXEL AVE EDINA, MN 55424-1130 ERIC DREW MURPHY 125 CHEVY CHASE DR WAYZATA, MN 55391-1053 GERALD E KELLY 3841 MAPLE SHORES DR EXCELSIOR, MN 55331-9602 GREG D & BETH M MEISEL 8141 STONE CREEK DR CHANHASSEN, MN 55317-7416 HAROLD E & BEVARD M SCHRUM 8297 STONE CREEK DR CHANHASSEN, MN 55317-7414 HERAKLES LLC 8345 COMMERCE DR CHANHASSEN, MN 55317-8427 J & R INVER GROVE HEIGHTS LLC 3209 GALLERIA UNIT 1804 MINNEAPOLIS, MN 55435-2546 DELBERT R & NANCY R SMITH 9051 LAKE RILEY BLVD CHANHASSEN, MN 55317-8650 ELIZABETH PROVINZINO 1947 CREEKVIEW CT CHANHASSEN, MN 55317-7418 EUGENE M NELSON 9133 BRECKENRIDGE EDEN PRAIRIE, MN 55347-3442 GGT LLC 2520 CEDAR RIDGE RD WAYZATA, MN 55391-2621 GREGORY LEE HASTINGS 9217 LAKE RILEY BLVD CHANHASSEN, MN 55317-8654 HASSE PROPERTIES LLC 21750 CEDAR AVE S LAKEVILLE, MN 55044-9094 HIGHLAND DEVELOPMENT LLC 5550 ZUMBRA LN EXCELSIOR, MN 55331-7714 JAMES B NELSON 2900 FAIRWAY DR CHASKA, MN 55318-3416 DFM INVESTMENTS LLC 2700 SHADYWOOD RD EXCELSIOR, MN 55331-9599 EQUITABLE HOLDING CO LLC 8303 AUDUBON RD CHANHASSEN, MN 55317-9494 FRANK BARRY GIGLER 7585 FRONTIER TRL CHANHASSEN, MN 55317-9610 GLEN P & REBECCA A GAUERKE 8181 STONE CREEK DR CHANHASSEN, MN 55317-7416 HARLEY E BERGREN 8104 HIGHWOOD DR #G108 BLOOMINGTON, MN 55438-1087 HENRY THOMAS ROBB III 5940 BOULDER BRIDGE LN SHOREWOOD, MN 55331-7971 ISAAC M COURSOLLE 2100 WACIPI DR NW PRIOR LAKE, MN 55372-6000 JAMES E JOYCE III 8325 STONE CREEK DR CHANHASSEN, MN 55317-7417 JAMES STILLER JAMIE VIG JANET E HUGHES 449 2ND ST 2295 REDWING DR 3500 ZENITH AVE N EXCELSIOR, MN 55331-1984 SHAKOPEE, MN 55379-2995 ROBBINSDALE, MN 55422-2349 JEFFREY A COTTER JEFFREY D NELSON JEFFREY L WALKER 6120 SIERRA CIR 8151 STONE CREEK DR PO BOX 56 EXCELSIOR, MN 55331-8131 CHANHASSEN, MN 55317-7416 SAVAGE, MN 55378-0056 JEFFREY STEVEN DROBNY REV JEFFREY VERDOORN JEFFREY W & LYNN S T HEITNER TRUS 5025 SHAEFER RD 8722 BIG WOODS LN 8161 STONE CREEK DR EDINA, MN 55436-1142 EDEN PRAIRIE, MN 55347-5345 CHANHASSEN, MN 55317-7416 JOHN E GEISLER SPOUSAL ACCESS JOHN R STROM JON S & LORI A DAY 3680 LANDINGS DR 8401 STONE CREEK DR 8229 STONE CREEK DR EXCELSIOR, MN 55331-9709 CHANHASSEN, MN 55317-7422 CHANHASSEN, MN 55317-7414 JOSE LUIS BORRERO JWS FAMILY LP JZ LLC 1561 DEEPHAVEN DR 12500 CREEK RD W 7506 ERIE AVE WOODBURY, MN 55129-6232 MINNETONKA, MN 55305-3976 CHANHASSEN, MN 55317-7903 KKG LLC LAKES & PRAIRIE ENTERPRISES LDW PROPERTIES LLC 17020 BEVERLY DR 9672 XYLON AVE S 1850 LAKE DR W EDEN PRAIRIE, MN 55347-3812 BLOOMINGTON, MN 55438-1641 CHANHASSEN, MN 55317-8585 LINDSEY R SANOCKI LONESTAR LEASING LLC LYNN M GOSSFELD 1415 ST CLAIR AVE 2755 MARSH WAY 8377 STONE CREEK DR SAINT PAUL, MN 55105-2338 WAYZATA, MN 55391-2563 CHANHASSEN, MN 55317-7414 MAC INVESTMENTS-CHANHASSEN MARC P DIERS MARK G FLEISCHHACKER LLC PO BOX 5477 9917 CAVELL CIR 3530 STEELE ST HOPKINS, MN 55343-5477 MINNEAPOLIS, MN 55438-1921 MINNETONKA, MN 55345-1325 MARK R JOHNSON MARNEE D SHEPARD MATTHEW WRIGHT 5200 HUMBOLDT AVE S 111 SHASTA CIR W PO BOX 125 MINNEAPOLIS, MN 55419-1122 CHANHASSEN, MN 55317-9470 CARVER, MN 55315-0125 MCGLYNN BAKERIES INC #366 MICHAEL H & BARBARA JEAN TRAIN MICHAEL HEADRICK PO BOX 1113 3411 SHORE DR 5633 10TH AVE S MINNEAPOLIS, MN 55440-1113 EXCELSIOR, MN 55331-7825 MINNEAPOLIS, MN 55417-2403 MICHAEL J & DARLENE M LEONARD MICHAEL KARCH MICHAEL R STROM 8129 STONE CREEK DR 7450 FIELDING TRL 722 BRIDLE RIDGE RD CHANHASSEN, MN 55317-7416 MINNETRISTA, MN 55359-9407 EAGAN, MN 55123-3974 MITCH STOVER AUTOMOTORPLEX MONTANA LAKEVIEW INDUSTRIES NATHAN & SARA EXSTED LLC LL 21957 MINNETONKA BLVD #18 1225 LAKEVIEW DR 8400 STONE CREEK DR EXCELSIOR, MN 55331-5605 CHASKA, MN 55318-9506 CHANHASSEN, MN 55317-7422 NATHAN SLINDE 8381 STONE CREEK DR CHANHASSEN, MN 55317-7417 ONAPPROACH LLC 3455 PLYMOUTH BLVD #200 PLYMOUTH, MN 55447-1551 PATRICK D HOLTON 6828 CRESTON RD EDINA, MN 55435-1639 PETER & LEAH SWARTZBAUGH 8369 STONE CREEK DR CHANHASSEN, MN 55317-7417 RANDALL A GREEN 100 S BIRCH RD APT 2903 FORT LAUDERDALE, FL 33316-1552 RED ROCK TOYS LLC 82 LAKE RILEY TRL CHANHASSEN, MN 55317-4541 RICHARD B BURY TRUST 17536 BEARPATH TRL EDEN PRAIRIE, MN 55347-3488 RICHARD FLATEN 14629 HILLSHIRE LN BURNSVILLE, MN 55306-6922 NEILS RIERSON 1950 BLUFF VIEW CT CHANHASSEN, MN 55317-7421 PALATINE HILL FINANCIAL LLC 6009 SHANE DR MINNEAPOLIS, MN 55439-1759 PATRICK KLETT 8345 STONE CREEK DR CHANHASSEN, MN 55317-7417 PETER HERMAN 32 WEST POINT PLACE EXCELSIOR, MN 55331-9419 RANDY & KATE MORONEY 8384 STONE CREEK DR CHANHASSEN, MN 55317-7417 RENE PROM PO BOX 705 SHAKOPEE, MN 55379-0705 RICHARD C & ARNETTE M LINDEEN 28005 BOULDER BRIDGE DR EXCELSIOR, MN 55331-7961 RICHARD K DAVIS 1325 MOUNT CURVE AVE MINNEAPOLIS, MN 55403-1009 NELSON R OTTO TRUST 2500 SYLVAN RD S MINNETONKA, MN 55305-2815 PARK AVENUE LOFTS LLC 510 1ST AVE N # 600 MINNEAPOLIS, MN 55403-1623 PAUL L RICHIE 2525 CAPE CORAL PKWY W CAPE CORAL, FL 33914-6673 PRIEM FAMILY LP LLC 10915 1ST AVE N PLYMOUTH, MN 554414687 RDC AUTOPLEX LLC 601 CARLSON PKY STE 1050 MINNETONKA, MN 55305-5219 RETAIL TECH LLC 1501 PARK RD CHANHASSEN, MN 55317-9520 RICHARD C & LISA N HART 8249 STONE CREEK DR CHANHASSEN, MN 55317-7414 RICHARD M GORRA 8201 STONE CREEK DR CHANHASSEN, MN 55317-7414 RIVERS EDGE PROPERTIES LLC RJS LIVING TRUST ROADRUNNER TRUCK REPAIR INC 9901 RIVERVIEW RD 4810 WHITE BEAR PKWY 1591 PARK RD EDEN PRAIRIE, MN 55347-5207 WHITE BEAR LK, MN 55110-3345 CHANHASSEN, MN 55317-9594 ROBERT & KRISTIE KROWECH ROBERT MORTENSON ROBERT W & ROBERTA L LAWSON 6576 TANAGER LN 4275 TRILLIUM LN W 1568 GULF SHORE BLVD N # 6 EDEN PRAIRIE, MN 55346-1814 MINNETRISTA, MN 55364-7711 NAPLES, FL 34102-4949 S & S AUTO & TRUCK REPAIR INC 7914 KERBER BLVD CHANHASSEN, MN 55317-4725 SALVADOR LIVING TRUST & 8182 TRILLIUM LN VICTORIA, MN 55386-9784 SCHREIER FAMILY ENTERPRISES LL SCOTT ALAN JESSE 18466 NICKLAUS WAY 8198 STONE CREEK DR EDEN PRAIRIE, MN 55347-3438 CHANHASSEN, MN 55317-7416 SHELDON T HESS REV TRUST STEPHEN B SUNDBERG 9001 POPLAR BRIDGE RD 20 WOODLAND RD BLOOMINGTON, MN 55437-1856 EDINA, MN 55424-1631 STEVEN & TISHA HAWKES STEVEN E & NICHOLLE M DURKEE 6498 S NEWBERN CT 1893 TOPAZ DR AURORA, CO 80016-6141 CHANHASSEN, MN 55317-7662 STEVEN R OLSON SWIFT COUNTY 153 PARTNERSHIP 1530 CREEK RUN TRL 7892 AUTUMN RIDGE AVE EXCELSIOR, MN 55331-6500 CHANHASSEN, MN 55317-8447 TERRENCE J NORTH THEODORE R CAHALL JR 4345 TRILLIUM LN W 9511 FOXFORD RD MINNETRISTA, MN 55364-7713 CHANHASSEN, MN 55317-8682 THOMAS M HAYES THOMAS P & SANDRA J OPHEIM 4030 LINDEN HILLS BLVD 8305 STONE CREEK DR MINNEAPOLIS, MN 55410-1246 CHANHASSEN, MN 55317-7417 THURE R LARSON TRUST TIMOTHY G COMMERS AGREEMENT 4 WEBSTER PLACE EDENENTR IE. MN 55 HOPKINS, MN 55305-4455 EDEN PRAIRIE. MN 55347-2864 TMR PROPERTY HOLDINGS LLC TWIN CITIES & WESTERN RAILROAD 225 S 6TH ST # 4390 2925 12TH ST E MINNEAPOLIS, MN 55402-4601 GLENCOE, MN 55336-3368 SANDRA JHOUCK 8372 STONE CREEK DR CHANHASSEN, MN 55317-7417 SCOTT J MANN 1824 OLIVER AVE S MINNEAPOLIS, MN 55405-2208 STEVE DORE 6530 CAMBRIDGE ST MINNEAPOLIS, MN 55426-4402 STEVEN J FLATEN 12925 16TH AVE S BURNSVILLE, MN 55337-3736 TASSO H COIN JR 9775 N SLEEPING INDIAN DR S JACKSON, WY 83001-9035 THOMAS L SCHERBER 14485 JULLIARD ST NE FOREST LAKE, MN 55025-9400 THOMAS P WESELI 1390 WILDFLOWER LN CHASKA, MN 55318-9737 TIMOTHY J MAGNUSSON 13980 EMERALD RDG MINNETONKA, MN 55305-2267 WD3 LLC 2897 FOREST RDG CHASKA, MN 55318-1112 WILLIAM BURTON WILLIAM SCHOESSOW 1944 CREEKVIEW CT 11111 RIVER HILLS DR APT 211 CHANHASSEN, MN 55317-7418 BURNSVILLE, MN 55337-3269 ------ o a WE — — — — — — — — — — — — — — — — — — — — — — — — — O A -LJ -L -I_1 J J >Q H W w OHO ch U) w a 9tPjES pQST'M � PITNlY 60Wl8 SUBJECT 021 P $ 000.485 •0003195036 JUL 09 2015 PROPERTY • MAILED FROM ZIP CODE 55317 CITY OF � CHANHASSF"T 7700 Mark' a � ti' � P.O. P �RECEIVED s m `�F y JUL 17 2015 9 Q aF UIlY OF CHANHASSEN Disclaimer This map is neither a legally recorded map nor a • S.F' fr�� Q1 P- -, y,�` �\ �/ \ 1J \� as one. This map is a compilation of records, i-- �j,�' O J „ \\\�'vb ` county, state and federal offices and other be used for reference purposes only. The Information System (GIS) Data used to prepar.\\\�\ - _ not represent that the GIS Data can be useo -�� other CARLSON & WALD LLC purpose requiring exacting measurement of disa.on in the 8330 COMMERCE DR depiction of geographic features. Rertors or discrep contact 227-1107. The preceding disclaimer is providedpursL Statutes §466.03, CHANHASSEN, MN 55317-8426 Subd. 21 (2000), and the user of this map acknowledg . ity shall not be liable for any damages, and expressly waives all claims, and a, , to defend, indemnify, and hold harmless the City from any and all claims bro�qht�y user„its employees or,agents, . i 11 t [ I I mill ll, ror third parties which arse out of the users �1.i Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 21, 2015 at 7:00 P.M. This healing may not start until later in the evening,depending on the order of the agenda. Location: Ci Hall Council Chambers 7700 Market Blvd. Request for Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Proposal: Overlay District; and Site Plan Review to construct two commercial buildings on property zoned Industrial Office Park IOP — LaMett's A licant: Rick LaMettry Property West side of Audubon Road at Motorplex Court Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the 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/2015-19. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bgenerous(fti.chanhassen.mmus or by phone at Comments: 952-227-1131. 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 up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional add Interim Uses, Wetland Alterations. Razoninge, Comprehensive Plan Amendments antl 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 Me subject application that induces 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 far the public to speak about the proposal as a part of the hearing process. The Commission wJl Gose the public hearing and discuss the item and make a recommendation to ata City Council. The City Council may reverse, off mn or modify wholly or partly the Planning Commission'a recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings antl land use amendments from residential to commerciallindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within W 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 spokespersonlrepresontabve 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 parochial. • Because the Planning Commission holds Me public heanrg, the City Counal does not. Minutes are taken and any correspondence regarding the application will be included in Me report to the City Council. If you wish to have something to be included In the report, ninam rnnlad the Plannlna Staff oerson named on the notification. SCANNED ��PSfS POST ''mss Y 02 1P $ 000.485 SUBJECT COC71 95n36 JUL 09 2015 PROPERTY 1�^, \ CITY OF ; )M ZIP CODE 55317 lb CHANHASSEN WRFC'61jF sq o0- oq ��^ ® 7700 Market Boulevard C/C 4 '?0j O a ,kms ®m P.O. Box 147 OFAS Chanhassen, Minnesota 55317 HqN s of �,p'Cy rm 339 FE 10 9N C0007f18/1S s4 .,� �P�• UNABLE TO FORWARD/FOR REVIEW **R01e** I '• 5C: 34786892813 L)U=n978-nn91.7—reg-4s ati*s Itiltrlilllrttirltt,lNtlltinitli�lirltllr,lltlt�tlrlrlllrulll� D • .nap nor a survey and is not intended to be used as ecords, information and data located in various ck, coum, .od other sources regarding the area shown, and is to be useu ; only. The City does not warrant that the Geographic Informatioi. .a used to prepare this map are error free, and the City does 1660 MOTORPLEX COURT UNIT 6 LL not represem s Data can be used for navigational, tracking or any other 5213 ISLEWORTH COUNTRY-CLOG DR'{ purpose requim._ ,dng measurement of distance or direction or precision in the WINDERMERE, FL 347$6-692$ 14 depiction of geogra, .ic features. If errors or discrepancies are found please contact 952- 227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, I f 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 I hold harmless the City from any and all claims brough(by. �j,�ils�q�Iegrg Sents, or third parties which arise out of the users acfi�.ofyj� Ogjgptpgjye ::_ _ !r tl II IIIc I3' Notice of Public Hearing , I Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 21, 2015 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Proposal: Overlay District; and Site Plan Review to construct two commercial buildings on property zoned Industrial Office Park IOP — LaMett 's Applicant: Rick LaMe Property West side of Audubon Road at Motorplex Court Location: A location map is cn 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/2015-19. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at boenerous(cDci.chanhassen.mn.us or by phone at Comments: 952-227-1131. 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, Planned Unit Developments. Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan 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 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 part of the heading process. The Commission will rIon the public hearing and dmuss 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 antl land use amendments from residential to wmmercial/induMdai. • Minnesota State Statute 519.99 requires all applications to be processed within 613 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any person wishing to fi lbw an item through the Process should check with the Planning Department regarding its status arca scheduling for Me City Counal meeting. • A neighborhood aPokespersonlrepresentative 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 persons). • Because the Planning Commission holds the public hearing, the City Council tlws not. Minutes are taken and any comespondenw be reg mo the application will be ihouded in the report to the City Council. If you wish to have something to be included in Me report, lease contact the Planning Person named on the notification. SCANNED :A � I 7f % � i r8ae RPM • �Yc}F�C C ! yam. ti 2 I I .tic,4u, � U171 1 1 1 1 1 A9MlH ~ • m n Z F 1 G� DEVELOPER Aubbahn MftrPlez, LLD C7 s ,: • Attn: Bruno Sllikrnvekl 3 [Y 3615 Z =n Lane Nwlh W f PINmUIh. MN 55446 = m / Ph 6124150-8398 Ly �n e 1 O x Z w PROPOSED ZONING- O 3 9 IOP - INDUSTRIAL OFFICE PARK Z ti ~ DISTRICT Q gg i PLAN SET- OF SP - SITE PLAN Q U -1 -LI - UTIL�ITQ�YPLpY�AA�N f2�E1�GUAlANB 1 _ APR 25 2007 1 CHANHASSEN INSPECTIONS WIN Generous, Bob From: Generous, Bob Sent: Thursday, July 21, 2016 9:56 AM To: 'Richard LaMettry' Cc: Jeffery, Terry; Potter, Jenny Subject: RE: J & R Chanhassen Warranty Deed Rick, We are having this issue on several projects. We need to figure out a procedure to cover this. We can reduce the city's letter of credit by the amount for the underground system ($215,384.00), which would leave the city security at $73,616.00, but we need to make certain that we are named on the Watershed district surety for this improvement. From: Richard LaMettry [mailto:rlamettry@gmail.com] Sent: Thursday, July 21, 2016 9:22 AM To: Generous, Bob Cc: Joel Seltz; Jean Olson Subject: Re: J & R Chanhassen Warranty Deed Bob: I was just informed that the watershed wants an additional letter of credit to cover the same as the one provide to the city for the underground retention. They say they are not able to access those funds, therefore need additional leter. Please advise, thought the letter covered all that was needed. Richard LaMettry 612-490-7790 Rick LaMettry On Thu, Jul 21, 2016 at 9:01 AM, Generous, Bob <baenerous a ci.chanhassen.mn.us> wrote: Jean, Attached is the legal description that was provided to us for review. M. 1 Administration Re: Planning Case #2015-19 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. LaMettry: Building Inspections Enclosed is the site plan agreement for LaMettry's Collision & Glass for site Phone: 952.227.1180 improvements that must be executed by J & R Chanhassen, LLC. This agreement Fax 952.227.1190 must be recorded at Carver County within 120 days of the approval (by December 8, 2015) and prior to the issuance of a building permit. The required security specified Engineering in the site lana agreement ) J Phone: 952.2271160 P �' ($289,000.00 shall be submitted in conjunction with the Fax: 952.227.1170 site plan agreement. A separate building permit application and review is required. Finance A warranty deed shall be prepared, executed and submitted to the City of Chanhassen Phone: 952.2271140 to transfer the Bluff Creek primary zone to city ownership. Your engineer/surveyor Fax: 952.227.1110 should be able to prepare the legal description of this property. Please contact Terry Park & Recreation Jeffery (952) 227-1168 or tieffery&i.chanhassen.mmus if you have questions on the Phone. 952.227.1120 portion of the property to be transferred. Fax: 952.227.1110 If you have additional questions or need more information, please contact me at (952) Recreation Center 227-1131 or bQenerousAci.chanhassen.mmus. 2310 Coulter Boulevard Phone: 952.2271400 Sincerely, Fax: 952.2271404 Planning & Natural Resources Ph 9522271130 one. Fax: 952.2271110 August 24, 2015 CITY OF Senior Planner CMSEN 7700 Market Boulevard Mr. Rick LaMettry PC Box 147 3209 Galleria # 1804 Chanhassen, MN 55317 Edina, MN 55435 Administration Re: Planning Case #2015-19 Phone: 952.227.1100 Fax: 952.227.1110 Dear Mr. LaMettry: Building Inspections Enclosed is the site plan agreement for LaMettry's Collision & Glass for site Phone: 952.227.1180 improvements that must be executed by J & R Chanhassen, LLC. This agreement Fax 952.227.1190 must be recorded at Carver County within 120 days of the approval (by December 8, 2015) and prior to the issuance of a building permit. The required security specified Engineering in the site lana agreement ) J Phone: 952.2271160 P �' ($289,000.00 shall be submitted in conjunction with the Fax: 952.227.1170 site plan agreement. A separate building permit application and review is required. Finance A warranty deed shall be prepared, executed and submitted to the City of Chanhassen Phone: 952.2271140 to transfer the Bluff Creek primary zone to city ownership. Your engineer/surveyor Fax: 952.227.1110 should be able to prepare the legal description of this property. Please contact Terry Park & Recreation Jeffery (952) 227-1168 or tieffery&i.chanhassen.mmus if you have questions on the Phone. 952.227.1120 portion of the property to be transferred. Fax: 952.227.1110 If you have additional questions or need more information, please contact me at (952) Recreation Center 227-1131 or bQenerousAci.chanhassen.mmus. 2310 Coulter Boulevard Phone: 952.2271400 Sincerely, Fax: 952.2271404 Planning & Natural Resources Ph 9522271130 one. Fax: 952.2271110 Robert Generous, AICP Senior Planner Public Works 7901 Park Place Enclosure Phone: 952.227.1300 Fax: 952.227.1310 ec: Kate Aanenson, Community Development Director Senior Center Alyson Fauske, Assistant City Engineer Phone: 952.2271125 Todd Gerhardt, City Manager Fax:952.2271110 Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Website Jill Sinclair, Environmental Resource Specialist www.ci.chanhassen.mn.us Nate Herman, PE, Sathre-Bergquist, Inc. g:\plan\2015 planning cases12015-191ameMy's collision site plan\spa letta.docx SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN SrI'E PLAN AGREEMENT #2015-19 LAMETTRY'S COLLISION & GLASS SPECIAL PROVISIONS AGREEMENT dated August 10, 2015, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and J & R Chanhassen, LLC (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for two one-story buildings of 18,290 square feet and 22,115 square feet located at 1650 and 1651 Motorplex Court (referred to in this Agreement as the "project"). The land is legally described as shown on the attached Exhibit B. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A: Site Plan prepared by Sathre-Bergquist, Inc., dated 06/18/15. Plan B: Grading and Erosion Control Plans prepared by Sathre-Bergquist, Inc. dated 06/18/15. Plan C: Landscaping Plan prepared by Norby & Associates Landscape Architects, Inc. dated 06/19/15. Plan D: Utility Plan prepared by Sad e-Bergquist, Inc. dated 06/18/15. Plan E: Building Elevation Plans prepared RDS Architects dated June 16, 2015, revised July 9, July 20 and July 28, 2015. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall firmish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $289,000.00 (drainage system, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Rick LaMettry 3209 Galleria #1804 Edina, MN 55435 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. 7. Other Special Conditions. City Council approves a site plan for two one-story buildings of 18,290 square feet and 22,115 square feet subject to the following conditions: Building: a. The buildings are required to have an automatic fire extinguishing system. b. The buildings are required to have individual water and sewer connections. c. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota d. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. e. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 2 f. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: a. A three-foot clear space shall be maintained around all fire hydrants. b. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering; a. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: 1) The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and 2) The proposed 944 foot contour at the south site's middle entrance. b. The eastern retaining wall on the south site must not encroach into the adjacent drainage and utility easement. c. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. d. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. e. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. f. A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: a. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. b. Minimum bufferyard requirements must be met. Planning: a. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. b. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. c. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. d. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated received July 20, 2015 to make them compatible with the entire development. Water Resources: a. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. b. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. c. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. d. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. e. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec Rechargern" systems or that pretreatment is not required per the manufacturer's specifications. f. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN M F9 Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this—day of , 2015, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC J & R CHANHASSEN, LLC: I Its STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of , 2015 by 'the of J & R Chanhassen, LLC, a Minnesota Limited Liability Corporation. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct 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, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. 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 site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion 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 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. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion 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 there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. 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. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be wan -anted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims 0 made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. 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. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. 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. Recordine. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. IC. 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 site plan 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. L. Compliance with Laws Ordinances and Regulations. In the development of the site plan 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; 5. Metropolitan Government, its agencies, departments and commissions. M. 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 too enter into this Development Contract. N. 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. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. 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N North 9 c,,oms 19 wooers 50 omash Fut 90M feet therm,e Nmb lin hums 36 mismas 51 amoods Far 216.79 fan;I a Naas 04 doper41 fmidS47swords Fon.150398x1;sea.Nath G9segs. 1gminter OS.ends Faµ 190.05fad,oma NwW42dapws 40 rami, 05 vends Eesr 116.19 ker u • poen: m ter nwdM1 lire of mid Swnhvu Quarter ofS amen 15, shadow of 14131 fad wen hoer and Fut QmW mrar ofood Seeder IS,wbea and line vm®sea 0 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, 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 _ day of 20. By. STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2015 by of DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 i[C amw NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_ STATE OF MINNESOTA ) (ss. COUN'T'Y OF ) The foregoing instrument was acknowledged before me this 2015 by the of DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 11 day of NOTARY PUBLIC PROJECT: Lamenry's Chanhassen LOCATION: Chanhassen, MINNESOTA PREPARED FOR: Reserve at Elm Creek, Inc. PREPARED BY: SATHRE-BERGOUIST, INC. DATE August 24th, 2015 Revised: Site Plan Agreement Estimate Unit Bid Total: $288,919.00 Estimeted Desc ption Unit Quantity Price Amount Landscaping Plan (North Building) [Received from Nomy Assoc.I Sod S.V. 2,750.0 $5.50 $15,125.00 Topsoil for Sod C.V. 226.0 $35.00 $7,980.00 Veryl Edging L_F. 320.0 32.50 $800.00 1.5"River Rock C.V. 6.0 $150.00 $900.00 Linden'Radmond' 2.5"BB 4.0 $400.00 $1,600.00 Deborah Schwedler Maple 2.5"B13 2.0 $400.00 $800.00 Hackberry 2.5"BB 2.0 $400.00 $800.00 Skyline Honeylocust 2.5_BB 1.0 $400.00 $400.00 Red Maple 2.5_BB 20 $400.00 $800.00 Black Hills Spruce EVER 6.0 $375.00 $2,250.00 Amur Flame Maple 6'BB 6.0 3350.00 $2,100.00 Pink Spires Crabapple 2"BB 6.0 $350.00 $2,100.00 Autumn Brilliance Smviceberry VBB 7.0 $350.00 $2,450.00 Miss Kim Lilac 36"HT 16.0 $65.00 $1,040.00 Mohican Viburnum 36"HT 15.0 $85.00 $975,00 Common Wltchazel 36'HT 12.0 $65.00 $780,00 Transplanted Trees 4.0 $200.00 $800,00 $41,700.00 Total Erosion Control: $11.445.00 Total Cultec Recharger Systems: $215,384.00 Total Landscape South Building: $20,390.00 Total Landscape North Building: $41,700.00 Total: $288,919.00 PROJECT: Lametbys Chanhassen LOCATION: Chanhassen. MINNESOTA PREPARED FOR: Reserve at Elm Creek, Inc. PREPARED BY: SATHRE-BERGDUIST, INC. DATE:August 24M, 2015 Revised: Description Rock Berm Erdrances Restoration (Seed and Mulch) Erosion Blanket Site Plan Agreement Estimate Bid $4,000.00 $2,000.00 $455.00 $2.490.00 $2,500.00 $11.445.00 CuBec Recharger Systems S.V. Una $5.50 Estimated North System Unit Quantity Pdce $94,976.OD Middle System C.Y.. L_F. 2,000.0 $2.00 EACH 2.0 41,000.00 ACRE 0.7 $700.00 S.Y. 830.0 $3.00 EACH 10.0 $250.00 Bid $4,000.00 $2,000.00 $455.00 $2.490.00 $2,500.00 $11.445.00 CuBec Recharger Systems S.V. 680.0 $5.50 $3,740.00 North System C.V. 11.872.0 $8.00 $94,976.OD Middle System C.Y.. 11,22.5.0 $8.00 $89.800.00 South System C.V. 3,826.0 s8A0 $30,606.00 Unden'Redmond' Z5`BB 3.0 $100.00 $215,384.00 Landscaping Plan (South Building) [Received from No Sw S.V. 680.0 $5.50 $3,740.00 Topsoil for Sod C.V. 60.0 535.00 $2.100.00 Vinyl Edgmil LF. 40.0 $2.60 $100.00 Sleedde l Hardwood Match C.Y. 14.0 $75.00 $1.050.00 Unden'Redmond' Z5`BB 3.0 $100.00 $7,200.00 Hackberry 2.5'88 3.0 $40000 $1,200.00 River Binch 2.5'BB 1.0 $400.00 $400.00 Black Hills Spruce 6188 4.0 $375.00 $1.500.00 Amur Flame Maple 6138 8.0 $350.00 $2,800.00 Pink Spires Crabapple 2'9B 6.0 $350.00 $2.100.00 Amber Jubilee Ninebark 36M 18.0 $65.00 $1,170.00 Miss Kim Lilac 36" 9.0 585.00 5585.00 Mohican Viburnum 36M 13.0 $85.00 $845.00 Transplanted Trees 8.0 $20000 $1,600.00 520.390.00 CITY OF CBAN6ASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.2271110 Building Inspections Phone: 952.2271180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park b Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.2271400 Fax: 952.2271404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.2271110 Website www.ci.chanhassen.mn.us August 13, 2015 Mr. Rick LaMettry 3209 Galleria #1804 Edina, MN 55435 Re: Planning Case #2015-19 Dear Mr. LaMettry: This letter is to confine that on August 10, 2015, the Chanhassen City Council approved the site plan and conditional use permit for development within the Bluff Creek overlay district and to permit two buildings on one lot subject to the following conditions: CONDITIONAL USE PERMIT 1. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. 2. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. SITE PLAN Building: 1. The buildings are required to have an automatic fire extinguishing system. 2. The buildings are required to have individual water and sewer connections. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Chanhassen is a Commun ity for Life - Providing for Today and Planning for Tomorrow SCANNED Mr. Rick LaMettry August 13, 2015 Page 2 Fire Marshal: 1. A three-foot clear space shall be maintained around all fire hydrants. 2. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering: Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: a. The proposed 952 -foot contour northwest of the entrance to Audubon Road closes in on itself, and b. The proposed 944- foot contour at the south site's middle entrance. 2. The eastern retaining wall on the south site must not encroach into the adjacent drainage and utility easement. 3. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. 4. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. 5. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. 6. A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: 1. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. 2. Minimum bufferyard requirements must be met. Planning: 1. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. 2. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. Mr. Rick LaMettry August 13, 2015 Page 3 3. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. 4. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated received July 20, 2015 to make them compatible with the entire development. Water Resources: 1. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. 2. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. 3. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 4. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. 5. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec RechargerTM systems or that pretreatment is not required per the manufacturer's specifications. 6. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city. I am waiting on engineering estimates for site improvements to include in a site plan agreement that must be executed by J & R Chanhassen, LLC. This agreement must be recorded at Carver County within 120 days of the approval (by December 8, 2015) and prior to the issuance of a building permit. The required security will be specified in the site plan agreement and shall be submitted in conjunction with the site plan agreement. A separate building permit application and review is required. A warranty deed shall be prepared, executed and submitted to the City of Chanhassen to transfer the Bluff Creek primary zone to city ownership. Your engineer/surveyor should be able to prepare the legal description of this property. Please contact Terry Jeffery (952) 227-1168 or tiefferyQ@ci.chanhassen.mn.us if you have questions on the portion of the property to be transferred. Mr. Rick LaMettry August 13, 2015 Page 4 Please provide the City of Chanhassen with a copy of the current access and maintenance agreement for Motorplex Court or prepare and execute such an agreement to be recorded with the site plan agreement. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous(a)ci.chanhassen.mn.us. Sinc Robert Generous, AICP Senior Planner Enclosures ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Nate Herman, PE, Sathre-Bergquist, Inc. g:Vlan12015 planning cases\2015-19 lamatrys collision site plan\appmval letta.docx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Rick LaMettry for Conditional Use Permit and Site Plan review. On July 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Rick LaMettry for a Conditional Use Permit to allow multiple structures on a single parcel and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings for the property located at Audubon Road and Motorplex Court. The Planning Commission conducted a public hearing on the proposed conditional use and site plan, which was 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 Industrial Office Park, IOP. 2. The property is guided by the Land Use Plan for Office Industrial uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. Conditional Use Permit: Criteria for approval: a. The proposed development will not be detrimental to and will enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. SCANNED f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance, but will provide permanent open space. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in this article. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development will preserve portions of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 2 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2015-19 dated July 21, 2015, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 21' day of July, 2015. 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Nanb 42 degas 02 mimun 35.¢ Fa4 23631 (ear: thetw Nath 3a acorea 19 minuus 50 a ods Fx1263.99 fmL; lnh¢Norl 30 &egrets 36 mwuvt 5I scrods Fie, 2]0.37 ten, ths7w Norch pi atom 41 tnimhm 43 sLmds F4xL 15039 (al riot Narl69 Aprm IB mmhm Oc 4aaom Fa*4190.05 fat tbas Nwl42 atom 40 minlarn OS ecmnds Fist 116.]9 (m b • ppm: m the mho lir of aid South* Quvta of S tion I5, dinmt of ]<] 3] fM wen fico aid Fsst portae arm o(said Seeuon I5, wtac via Iva xrmoata. r. IS -I9 Chanhassen City Council — August 10, 2015 LAMETTRY'S COLLISION, LOCATED ON THE WEST SIDE OF AUDUBON ROAD AT MOTORPLEX COURT, APPLICANT/OWNER: RICK LAMETTRY: REOUEST FOR CONDITIONAL USE PERMIT TO ALLOW MULTIPLE STRUCTURES ON A SINGLE LOT AND TO PERMIT DEVELOPMENT WITHIN THE BLUFF CREEK OVERLAY DISTRICT. Kate Aanenson: Thank you Mayor, members of the City Council. This item did appear before the Planning Commission on July 215". At that time the commission voted 7-0 to recommend approval. They also looked at some revised site plans that were handed out that night so those were so noted and are included in this packet. The subject site is located at 1650 and 1651 Motorplex Court. This is private property. It's guided and zoned office industrial and its part of the Bluff Creek Overlay District. The entire property is 23 acres. A lot of that acreage is actually encumbered in the Bluff Creek Overlay District. Put the laser pointer on. It's easier to, so there's the Bluff Creek Overlay District so these are the two properties that we are talking about. As a part of this one of the things that we talked about to meet the new watershed district rules would be that they're dedicating this property here so that makes it in compliance with the total maximum daily load requirements. In addition it meets the goals that we have for the Overlay District and that would be dedication of that property so that would be an area that the city wanted to do some improvements or enhancement in that area that we would do that. Just a little bit of history on that. This area down in here was always a concern of some of the neighbors down in there wondering if there would be uses down there so having that control point or access to that property alleviates some of those concerns when there's activity that could potentially spill off from over here down there so that would be a part of this. The dedication of that property. So there's a little bit of history on the Motorplex itself. There was 12 buildings that were approved which the original site plan including a club house, 11 storage buildings and the property then that we're talking about tonight would be these 2 buildings here. As the City had always envisioned working with the applicant of the Auto Motorplex we saw that it's complimentary to the Auto Motorplex, kind of auto related type uses on those northerly portions. I just want to add too, I did include in your packet some of the comments that we received from some of the neighbors. Not too many of those showed up at the Planning Commission. We've been addressing those separately. Bob Generous on the planning staff, Chief Johnson and Eric Kittelson from the Carver County Sheriff's Office has been working with them, Motorplex itself to try to kind of work to resolve some of these issues regarding some of the parking as you saw in the photos and parking on Audubon. In addition with those 2 buildings going in they're losing some of that parking space so we're working on resolving those so I just want to make sure that that's being tracked separately from this application. So with the site plan itself the, which was originally approved we again as we said envisioned a couple of buildings on that north side so now they're coming forward. Because it's a single lot, as I said it's all part of the wetlands one piece and the two parcels are split by the private street, it does require a conditional use permit for building within the overlay district and to have two structures on one lot. So the site plan also is included as your action and that's to review the site material itself. Again as I stated earlier one of the biggest issues we had was kind of blending the storage units with the maintenance part of the buildings so that was something that was actually kind of resolved at the 22 SCANNED Chanhassen City Council — August 10, 2015 1 Planning Commission and I'll go through that in a little bit more detail. So as I stated earlier the conditional use for grouping two buildings on a single parcel is a conditional use permit and then also prior to all subdivisions, site plans, alteration within the Bluff Creek Overlay District is also a conditional use so there's two actual conditional uses here. So the site plan itself, there's two buildings. One on the north and one of the south. Again same parcel. 18,290 square feet with 3 storage garages. Again that's the big part of the operations down there is the storage of the vehicles and then the building to the south will have 9 garages and 22,000 square feet. So this is the architecture of the building. Now if you recall these are kind of when we worked through these pre -fab buildings where they put architectural enhancements on the outside so looking at those buildings we went through a lot of iterations with the architects trying to match the two, kind of the more industrial look with the enhanced features of the storage bay units so kind of came through a blend. Again the highly articulated views are the ones facing the road. They'll be coming off of that private street and those will be the enhanced views. On the back side those would be internal views which wouldn't be seen from the public. So this is the building on the south side. The grading of the property is pretty straight forward. There are some retaining walls on the site I wanted to point out and those would be on this side up here there is an 8 foot, 60 foot long retaining wall kind of wraps this. If you recall it's challenging coming up from Audubon. They drop down into the site and then on the south side there's a retaining walls here and those are two retaining walls. One 4 and 5 feet and 90 feet in length and then there's another retaining wall along this section too so again that's to work the grades. We are looking at a trail connecting the property going north. There's a sidewalk along the other side of Audubon so that would take you back up to the intersection and you could cross and go south onto Audubon. Utilities, sewer and water is available to the site. Will be extended to both buildings. Here you can see a little bit better the auto body and then with the storage units. Again the auto body and then storage units wrapping around those so there are some minor tweaks to the building that's including landscaping. Just some minor modifications that we're confident that they can meet all those standards so again taking what we had originally envisioned and that's kind of auto related as complimentary to the uses going on there and then with the addition of providing some additional storage units for the cars. So with that it does meet the city code. We put conditions of approval in there. We will be doing a site plan agreement that we'll have the applicant do. Again there's no private improvements on this. Obviously they'd have to get a building permit and pay the sewer and water connection fees but with that we are recommending approval and the conditional use subject to the findings in the staff report and I'd be happy to answer any questions that you have. Mayor Laufenburger: Thank you Ms. Aanenson. Council members any questions for staff? Councilwoman Tjomhom. Councilwoman Tjomhom: Kate was this addition always in the plan? Kate Aanenson: Yes. Yes it was. We always envisioned something auto related up in the top. I think we didn't want to see just all storage units up there. Something that would compliment some of the uses down there where they can work on their cars and meet some of their needs 23 Ir Chanhassen City Council — August 10, 2015 internally so again the, anything that would, activity wise the way the building's oriented I think it's going to be well suited for the area. Councilwoman Tjomhom: And no concerns with the traffic? Kate Aanenson: No. I think if anything because of some of the events they have there it's going to eliminate some of that parking space and some of that access so we're going to continue to work on that. I think that's really separate from those larger events that they're having are separate from the business activity that they're having here because I think a lot of that will probably be internal from some of the attendants that are already there. Mayor Laufenburger: Any other questions? Councilwoman Ryan. Councilwoman Ryan: Kate I just have a couple that just jumped off when I was reading through some things. A gentleman wrote in and asked about you know keeping the same look as a horse stable. What was, could you just, what was your response to that in terms of building materials? Has it just changed over the years? Could you just explain that? Kate Aanenson: Well if you look at the pitch of the roof, so they're kind of like what we've done in the park building which is like a Lester building and they've actually added on the enhancements to get a more residential look. If you look at traditional storage units they're pretty much a flat roof. If you've ever looked at the one that's on Highway 5 so when you looked at the Autoplex and storing a car in there it became a bigger building with a bay window. It seemed pretty sterile just to put it that way so at that time, because there were so many and the staff really wanted to have a little bit more architectural design to them. Obviously the buildings have a lot more value than a traditional storage unit so that was the intent to carry that out. So when we got up to this phase up here, that comment reflected that we went through 3 or 4 different iterations and design. The first ones were not the best so I think we've really moved in the right direction. We've had, this is like the third plus one of design so I think we've met the concerns that the residents have regarding design because we concurred with that the first drawings. Councilwoman Ryan: Okay great. Kate Aanenson: And that's what went out in the website so that's what people are responding to. Councilwoman Ryan: Okay perfect. And then just in terms of there was a comment about the commitment or that the lighting plans will comply with ordinances. Have you received all that information? Kate Aanenson: Yep, that's one of the conditions of the plan. Again that's kind of being that good neighbor because you're up higher there and there's visual impact to those residents that show below the Bluff Creek so we'll make sure that our ordinance does require that they be 24 Chanhassen City Council — August 10, 2015 down lit and that there's no spillover onto adjoining properties so we'll make sure that they give us the photometric plan on that. Councilwoman Ryan: Great. And then another thing that I read was, it said that the proposal exceeds over 1 acre of disturbance for erosion. So who oversees that? Is that something the City manages? Kate Aanenson: Yes. Yep as part of their approvals to go through the watershed district and the like and so as a part of their site plan approval they'll have to give all that documentation will have to be shown that they've met that before they'll be issued a permit to build. Councilwoman Ryan: Okay. Two more to go. Okay and then in terms of traffic it said that, or my question is what role does City play in enforcing that the two businesses, there was a mention about entering into some sort of a cross access agreement. Could you explain that please? Kate Aanenson: Sure. This is a private street and let's see if I can get the best on that. This is the street that they come in off of. It's all under one parcel. If they became separate owners then you wouldn't someone to block somebody else off. It's all part of, there's a HOA that manages these buildings but we want to make sure that these are also have a right to use, continue to use that street and Motorplex Court that comes down here so they will be accessing that. Councilwoman Ryan: So in case it changed ownership it's already in place. Kate Aanenson: Correct. So it will run with the property. Councilwoman Ryan: Okay. And my last question, you mentioned about on the south side of the property the vehicles backing out of unit 1 don't have adequate space to turn around. Has this been addressed? Kate Aanenson: Yeah so we haven't seen the changes there. Willing to accommodate so it's just right through here it's tight so they're working to resolve that one so that also will be, they'll have to give us revised plans before we sign off on that too. Councilwoman Ryan: Okay great, thank you. Kate Aanenson: You're welcome. Mayor Laufenburger: Thank you Councilwoman Ryan. Any other questions or comments? Councilman McDonald: Mr. Mayor. Mayor Laufenburger: Councilman McDonald. `x, Y . Chanhassen City Council — August 10, 2015 Councilman McDonald: Kate you had mentioned that they are going to give us what, access on the southwest comer down there around Bluff Creek. What are we looking to do there with that area? That area right there. Kate Aanenson: So as you recall we have the Bluff Creek corridor plan and so our original intention when we went through that, we had two choices. One is to try to get all that property, purchase all that property but what the City Council chose to do is work on each project individually to find out if there's parcels that we could get through density transfer. We talked about that on some projects. Or dedication so in this circumstance this is the last piece that we could, it's tied to the other as a part of that 23 acres so through dedication of that they're meeting some of their stone water management requirements. In addition it's fulfilling some of those goals of the Bluff Creek corridor as that starting up at Minnewashta going all the way down to the Minnesota River that open corridor that we've talked about. In doing some enhancements and vistas so in looking at this trail on the north side too you've got, you're looking down through this corridor here so it's part of that so it does help with their requirements for storm water. Councilman McDonald: So we have any plans to put any trails down in there? Kate Aanenson: I can ask Mr. Hoffman. I don't believe so. It's just an open space. There might be some future improvements to, we've done some re -meandering of the creek in certain areas to improve enhancements. Some additional capacity for storm water if that's something that they wanted to consider in the future. Councilman McDonald: Okay thank you. Mayor Laufenburger: Anybody else? Kate is this, is the Motorplex property, is it fully fenced for security do you know? I think it is. Kate Aanenson: I believe the majority of it is yes. Mayor Laufenburger: Okay so this, these two, these two buildings right on Audubon they will not be inside the fence. Kate Aanenson: Correct. Mayor Laufenburger: They will be outside right? Kate Aanenson: Yep. Mayor Laufenburger: And both of these buildings are a part of the LaMettry Collision correct? Kate Aanenson: (Yes). 26 Chanhassen City Council — August 10, 2015 Mayor Laufenburger: Okay. And did you mention that Motorplex Drive, is that a private street? Kate Aanenson: That's a private street. Mayor Laufenburger: Private street, okay. Alright. Just a, is the applicant with us tonight? Kate Aanenson: Yes. Mayor Laufenburger: We'd like to give an opportunity for the applicant to address the council if you'd like. Ask you to state your name and address please. Richard LaMettry: Okay good evening Mayor and council people. My name is Richard LaMettry. I'm the chief managing member of the LLC that owns the property. I'm here to answer any questions you have. There really isn't, pretty self explanatory so. Mayor Laufenburger: Sure. Mr. LaMettry can you just tell us a little bit about your business? You have a few of these LaMettry Collision's around. Richard LaMettry: This will be number 10. Mayor Laufenburger: Number 10. How long have you been in business Mr. LaMettry? Richard LaMettry: Since I was 18 years old. Mayor Laufenburger: So a couple years huh? Richard LaMettry: Probably I don't know 19, well I started playing with cars in 1968. Mayor Laufenburger: Good, good. Well I have personal experience with LaMettry Collision. think your business is a very reputable business. I'm sorry that I've had personal experience with LaMettry but it's been good and I know that you're also a contributor to the community. You do a lot of work through the Chanhassen Beyond the Yellow Ribbon committee preparing automobiles for giving to families of service members so it's important that we as a council recognize that you're not just coming into the community as a business but you're here to support this community and we thank you for that Mr. LaMettry. Richard LaMettry: Thank you. Mayor Laufenburger: Alright, thank you very much. Any other comments or questions or motion? Councibnan McDonald: I'll make a motion Mr. Mayor. 27 Chanhassen City Council — August 10, 2015 Mayor Laufenburger: Mr. McDonald. Councilman McDonald: The Chanhassen City Council approves the site plan and conditional use permit subject to conditions in the staff report and adopts the Findings of Fact. Mayor Laufenburger: Thank you Mr. McDonald. Is there a second? Councilman Campion: Second. Mayor Laufenburger: Thank you Mr. Campion. Any further discussion? Councilman McDonald moved, Councilman Campion seconded that the City Council approve the site plan and conditional use permit subject to the following conditions and adopts the attached findings of fact and recommendation: CONDITIONAL USE PERMIT 1. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. 2. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. SITE PLAN Building: 1. The buildings are required to have an automatic fire extinguishing system. 2. The buildings are required to have individual water and sewer connections. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: W Chanhassen City Council — August 10, 2015 1. A three-foot clear space shall be maintained around all fire hydrants. 2. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering: eering: 1. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: a. The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and b. The proposed 944 foot contour at the south site's middle entrance. 2. The eastern retaining wall on the south site must not encroach into the adjacent drainage and utility easement. 3. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. 4. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. 5. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. 6. A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: 1. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. 2. Minimum bufferyard requirements must be met. Planning: 1. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. 2. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. 3. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. WE Chanhassen City Council — August 10, 2015 4. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated received July 20, 2015 to make them compatible with the entire development. Water Resources: 1. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. 2. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. 3. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 4. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. 5. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec RechargerTM systems or that pretreatment is not required per the manufacturer's specifications. 6. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Laufenburger: Thank you Kate and thank you Mr. LaMettry. We wish you good success. Richard LaMettry: Thank you. ADMINISTRATIVE PRESENTATIONS. Mayor Laufenburger: Mr. Gerhardt, do you have anything to report now that you're finally back in town again? Todd Gerhardt: Yeah. Nice to see Kerber Boulevard with first wear course going down and later this week we should see all of Carver Beach with the first wear course going down also. I also have the Carver County Leaders Group tomorrow at 7:30 at Carver County Courthouse and iu7 Chanhassen Planning Commission — July 21, 2015 Aller: Make sure that we're on site with easements and. Aanenson: Total hard cover, yeah. Aller: And that the hard cover is not exceeding 25 percent is the goal. Any additional items to look at? Madsen: And just for clarification that would include what we're calling option E which would be on the west side and then option F which would be on the east side. Are we still looking at those two options? Aller: What we're calling them. You can come back with a clean, with a clean application that says option A and option B. Option C. Whatever you want to come back with but you do know how we feel about the other options already so. Gregg Geiger: Yeah, those are. Aller: So we want to focus on what potentially will work. So having a motion by Commissioner Hokkanen and a second by Commissioner Yusuf, any further discussion? Hokkanen moved, Yusuf seconded that the Planning Commission table the request for variances to construct a detached garage at 3603 Red Cedar Point. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARING: LAMETTRY'S COLLISION. PLANNING CASE 2015-19: REOUEST FOR CONDITIONAL USE PERMIT TO ALLOW MULTIPLE STRUCTURES ON A SINGLE LOT AND TO PERMIT DEVELOPMENT WITHIN THE BLUFF CREEK OVERLAY _DISTRICT: AND SITE PLAN REVIEW TO CONSTRUCT TWO COMMERCIAL BUILDINGS ON PROPERTY ZONED INDUSTRIAL OFFICE PARK (1OP) AND LOCATED ON THE WEST SIDE OF AUDUBON ROAD AT MOTORPLEX COURT — LAMETTRY'S. APPLICANVOWNER: RICK LAMETTRY. Generous: Thank you Chairman Aller and planning commissioners. Planning Case 2015-19. It's our public hearing tonight. The applicant is Rick LaMettry. It's for a conditional use permits and site plan review. The property is located at 1650 and 1651 Motorplex Court. It's on the west side of Audubon at Motorplex Court which is doing the research on this I found the addresses finally so it's just north of the railroad bridge that is on Audubon. The property is segmented into two parts. There's a small connection of land between the front and the back part so that's why it shows up there's two parcels but it's actually one. When Audubon Motorplex originally came in there were two properties except for their configuration was slightly different and as they've expanded the Motorplex over time we've adjusted the lot lines to take in part of the one parcel and put into the other. That's significant because of one of the conditional use permits that they're requesting. The Motorplex was approved in 2006. The site plan review at the time showed 12 buildings that they were including as part of their complex. One of the 30 SCANNED Chanhassen Planning Commission — July 21, 2015 conditional use permits would have allowed them to have up to 14 buildings on one site. However that was assuming that these two front parcels would be brought into the rest of the association. Now a separate owner has taken over that second property and Mr. LaMettry is coming in with this site plan review for his auto body shops and development. However as part of that original development access was through this little private driveway that goes into that and is part of conditions of approval we would want to make sure that an easement for maintenance and access purposes was recorded against the property benefitting the Motorplex. Again the conditional use permit is to allow multiple structures, in this case two principle buildings on a single lot and to permit development within the Bluff Creek Overlay District. Additionally we're doing site plan review to construct two commercial buildings on the property. Again back to the conditional use permits. We're grouping two buildings on one property. City code allows that through the conditional use permit process. The findings for it are general standards under the conditional use permit standards. Also under the City's Bluff Creek protection ordinance we require that any development within the Bluff Creek corridor receive a conditional use permit. In this case we want to make sure that we're protecting the natural features in this corridor. The area in blue represents the Bluff Creek primary corridor and the red area is the buffer area that we maintain around the outside of that. As you can see this is a connection of two branches of the Bluff Creek corridor. One goes to, towards the, what is it? We call it the Chanhassen Preserve which is on the comer of Galpin and Highway 5 and the rest of it follows the main Bluff Creek corridor coming down from the north that goes under Highway 5. The one condition or two conditions that we have under the conditional use permit is to again maintain the access to the existing Motorplex property and to dedicate the Bluff Creek primary corridor, the back part of this property to the City so that we can protect that area in perpetuity. So with that we are recommending approval of the conditional use permits for this development. The site pian review consists of two buildings. The northerly building is 18,290 square feet and it contains 3 garage storage units. The south building is 22,115 square feet and it would contain 9 garage storage units. On the north building the garage storage units are oriented towards Audubon. It's in an excess comer of the building from them and on the south building it would be on the west and the south sides. This is the primary review process has taken us through significant architectural changes. This was the initial submittal to the City requirements. Part of our problem we had with this is our code prohibits the use of metal materials except as an accent and in this instance it was exceeding the 15 percent for that. We requested the applicant work on addressing some of our architectural concerns. We also noted that they needed to provide a pitch roof element which is required under our ordinance and we requested that they provided greater articulation on the building so this actually affected both of them but I'll go through the north one first. They provided a first revision to this north building and they, in this instance they've added the architect, the roof treatment that would tie it into the rest of the Motorplex development. They've added some architectural detailing on the outside that those white lines and then they also provided transition to this building to get it. We did specify that the commercial component of this we wanted to have more a commercial feel to it and look to it and so we were trying to work with them. Again they provided this canopy element over their entryway and the window area in going into that unit. That's one of the elements I really like and in the staff report we said that we wanted to make sure that this canopy was both architecturally appealing and functional because that's a south elevation and I've learned from the past that those rooms can get very hot during the summer months and even into the winter so I wanted something that would work with them. The back side of these buildings will be hidden 31 Chanhassen Planning Commission — July 21, 2015 and so they're really not visible from the, to the public so there will be landscaping but I also wanted to make sure that they provided some articulation on that and in this case they added columns. However we were running into problems between how do you transition from the garage unit into the commercial unit and so when this last one came in last night I think and what they've done is taken the brick and aggregate materials and turned them into gray which more closely represents the existing cement board panels that are used on the garage storage units. The one element that he changes to change the canopy into this fascia board front and I believe that really we should go back to the canopy element up there. I know our discussion was to try to create some type of presence for the entry into the building. I'm not sure this is the one that we'd like. Again I believe we should use the canopy in there and let them put the lettering above that. But architecturally the building blends, flows better and it has a lot more architectural interest in this one. Then we go down to the south buildings. Again their initial presentation was, had the metal fascia which greatly exceeded the City's code requirement and then they had brick and aggregate. We requested that they look at and try to blend it in more with the rest of the Audubon. The Motorplex development and that they've added these pitched roof elements and then they also did some architectural changes. However again we were having difficulties with the transition from the garage units into the commercial buildings and so finally they submitted this one which brought in again the same building colors, materials as the north building. They continued this fascia element above the entry. Again we believe it should go back to a more canopy entrance covering there and then they added, we wanted them to address Audubon as their primary public fascia and so we wanted them to provide more articulation and so we believe this elevation or this plan set will work to do that. The rest of it, the site grading. They're going to mass grade the site as part of this development. There are 3 retaining walls that are incorporated in this. This north retaining wall on the north end of the parking lot goes up to 8 feet. If you look at the back elevation of the building there's quite a drop in that too so the building itself acts as a retaining wall. On the south building there's two retaining walls. One's along Audubon. This northerly one is 4 feet tall and then along the south side of the building this is a 5 foot tall retaining wall. In conjunction with, well I guess that's in my grading plan. Thank you. As part of this whole thing they will need a national NPDES permit and a SWPPP plan. National Pollution Discharge Elimination System or something like that and it's a permit to make sure that stormwater complies with State and Federal requirements as well as surface water management plan. As part of the utilities, City sewer and water are available. It was extended down Motorplex Court and so they will tie into those services. As part of their stormwater plan they are providing underground treatment systems and water will be treated in this and then discharge into the existing stormwater system and eventually into Bluff Creek. Part of our requirements is to verify that that will meet City and State requirements. The landscaping plan they're going to provide landscaping around the entire building. They comply with our minimum requirements for trees. They're a deficit in shrubs and a condition of approval would be that they meet those requirements. Again this will help to transition the building. Soften some of those elevations. And here on the north side, this is where the most deficit. We're requiring that they provide additional shrubbery or shrubs along this north elevation. There are some other ones on the east side of the building. Staff is recommending approval of the site plan and conditional use permit subject to the conditions in the staff report and adoption of the attached Findings of Fact and Recommendation. With that I'd be happy to answer any questions. 32 Chanhassen Planning Commission — July 21, 2015 Aller: Questions at this time. None at this time. Yusuf: Can I just make a comment? Aller: Absolutely. Yusuf: Just a comment Bob. I think it's really good that the way you worked with the applicant to try to revise the plans to make it blend in better and also advising them about what would be better for cooling the office area too. Aller: What is the difference between the canopy and the fascia that has been presented? What would be the benefits as you understand them? Generous: Well architecturally I believe the canopy will be both more functional and fitting with the rest of the building. They're using canopies on the south buildings and on the east side of the north building and so I want to continue that architectural harmony. And also just the big red, blue boxes subjectively is something that I didn't prefer so. Aller: Questions. Alright we'll have the applicant come forward, if you want to come forward and make a presentation at this time. Please come forward. State your name and address and representation. Richard LaMettry: Good evening. My name's Richard LaMettry. I'm the chief managing member of G & R Chanhassen LLC that owns the property. I have my engineer and architect here if you have any questions of them and I'm willing to answer any questions you have but the engineer was going to present the project. Aller: Okay, well thank you very much. Have you had an opportunity to take a look at the report? Richard LaMettry: Yeah the only comment I wanted to make is on the canopy. You'll see on the south building there's two protrusions each side of the canopy face and typically we extend those out 4 feet so it gives the screening for the sun and on the northerly building it doesn't show that and it should match. They should both be the same so we didn't get the protrusions on each side of that canopy and that blue is a little intense. Our's is a grayish blue so it's not that intense. Aller: Great, thank you very much. We have architect coming forward. Any of your team can come forward and just speak in tum. Jeff Schneider: I'm Jeff Schneider with RDS Architects and we've been working with Rick and Bob on the design of this building. Aller: Welcome. Jeff Schneider: Thank you. 33 Chanhassen Planning Commission — July 21, 2015 Aller: So tell us about the building. How did you come up with the design and how is it perceived? Jeff Schneider: Well that first rendition you saw with the blue all the way around it kind of resembled some of his other buildings that he had and we kind of just were king of working with that and then realized with talking with Bob and with the other buildings on you know the Motorplex site that we you know should blend it more to those and kind of make it all, you know all look like the same construction basically so the rental garages have the same look as the Motorplex buildings somewhat and then the shop areas are a little bit different. Not industrial but more commercial we felt but we still wanted to have it kind of in my opinion it's got the old world look to the buildings so we're kind of trying to go with that. Aller: With the difference in the signs, the canopy versus the presentation that's presently been provided, architecturally and structurally what are the differences? If any. Jeff Schneider: We have the same projection on it so like the shading is going to be the same with either one. I think Rick brought up the point where those piers, the brick piers on either side were supposed to project out to the face or beyond the canopy on this version so it wouldn't look like a big box sitting on the side of a building. Aller: So there'd be more articulation on the surface there. Jeff Schneider: Yeah. Aller: But structurally either one is acceptable. Jeff Schneider: Oh yeah. Aller: So it's really aesthetics. Jeff Schneider: Yep. Aller: Price point, is there a big difference to the? Jeff Schneider: Yeah I would image more that you'd have to add onto the building it's going to cost more but it's you know all with metal framing and it's, they're panels. They're aluminum panels. Pre -colored panels and definitely not that blue of a color but similar to that. Aller: And would the intent be if there was a canopy that the signage would be just above the canopy? Jeff Schneider: Right, yeah in one of the versions it would be, it had the blue. Yeah, this one here. Aller: Except it's a more mute blue. 34 Chanhassen Planning Commission — July 21, 2015 Jeff Schneider: Yes. Yes definitely. Aller: Great. Any additional questions from anyone? Tietz: I have a question. I need to understand and maybe learn more about Cultec Recharger system. I assume that it's been used in the metro area before but it looks, going on their website it looks like there's either a retention type system with a slow release. Otherwise there's a media bed beneath these cones and I don't know what happens so help me understand it. Jeff Schneider: I'm not the engineer. Tietz: Well he's right behind you. Jeff Schneider: I'm sorry. Aller: Your team. If you could just state your name and representational capacity please. Nate Herman: Yeah, Mr. Chair, members of the commission. My name is Nate Herman. I work with Sathre-Berquist. I'm the engineer of the project and to touch on Mr. John, what's your last name? Tietz: Tietz. Nate Herman: Tietz, okay. And it's a good question. Not many people understand the Cultec or the underground stormwater systems. Essentially when you don't have a whole lot of open land, what we're doing is we're putting ponds underneath parking lots or anywhere you really can so instead of filling, instead of digging a big hole and filling it with rock which will get you maybe you know 40 percent air voids, you end up needing a lot of rock for what would typically be all open space in a pond so these Cultec chambers, what they do is instead of being a pipe they're essentially like half a lips that allow you to create many more air voids to simulate kind of an open space pond underneath your. Tietz: You still have a media or rock base underneath that's part of the filter system? Nate Herman: Correct, yep. Yep there'd be pre-treatment through a sump manhole and then the Cultec system has a sediment, a sediment trap row that's designed to catch any sediment that can be easily vac'd out and then surrounding these chambers is, it's an igneous rock that's angular in style shape to provide structure component to it but also designs for extra voids and also the city and the watershed require a stormwater volume requirement. And so depending you can obviously design these in any way, form or fashion to which would ever meets the need but a lot of times the area underneath your chambers in the rock is your volume voids for your volume retention. Tietz: You mentioned, I have a question about operation and maintenance. That's a privately held system and you talked about a vacuum. If you have to remove debris and siltation that gets 35 Chanhassen Planning Commission — July 21, 2015 in it that's, is there a maintenance agreement or how is that handled with the City so that you know that the system is going to work 15 years from now? Nate Herman: Yeah this is, it's different in every case but typically there's a maintenance agreement between the owner, the property owner and the city. Tietz: Okay. Fauske: Mr. Chair. Aller: Ms. Fauske. Fauske: If I may provide clarification to Commissioner Tietz's question. On page 18 of the staff report under the Water Resources conditions of approval there is condition number 3 is the ownership operations, pardon me. Operations and maintenance manual for that. Tietz: Yeah I saw that Alyson. I just wanted to hear more about it. Fauske: Okay, certainly okay. Tietz: Concerned when I saw the big vacuum truck down on Lyman and right by the high school this morning when I was out biking. Obviously there was some overflow with the storm last weekend and there was a huge truck down there cleaning up something so I'm just curious if it has, if this system is in place in the metro area. Is there any, it looks like it's a California company so obviously these systems are used throughout the US. Nate Herman: Yes. There's various manufacturers. Cultec right now is the one we've been working with this one and we've also used Trident and ADS makes them. They're very similar. You know they all have their special strengths or so but they're all very similar in fashion and there's hundreds if not you know a thousand or more in the state of Minnesota. Tietz: Okay, thanks Nate Herman: Yeah they're becoming quite popular. Tietz: It's a good solution. Nate Herman: Yeah I mean just in our firm alone right now we probably have 6 systems going in you know in different projects. Yeah. Tietz: Thanks. Nate Herman: Yeah. And I'm happy to address any other engineering comments so. Tietz: Does the rain water from the buildings, does that get into the system then too? I couldn't, the drawings are, my eyes are getting really hard to read the drawings. 36 Chanhassen Planning Commission — July 21, 2015 Nate Herman: Yeah, the idea would be. Tietz: So the full, the full system all the hard surfaces are brought down and rain leaders are brought into that system then too? Nate Herman: Yep and you know we can work with the architect just to make sure that all the inlets are going to best catch the roof water but the systems are designed to capture all the hard surface from the roof. Aller: Additional questions? Thank you sir. Nate Herman: Yes, thank you. Aller: Alright well we'll open the public hearing portion of this item. Anyone wishing to come forward to speak either for or against. Mr. LaMettry. Richard LaMettry: On the blue, it's similar to your chairs. Aller: The public hearing is open. Anyone wishing to speak for or against this item can come forward and do so at this time. Seeing no one come forward, I'm going to close the public hearing and open for discussion with the commissioners. Tietz: Looks like a great solution. Yusuf: I'm excited. I like it. Madsen: The revised picture that they have shown, is that the final picture that we're voting on or could there be more revisions? And I'm just being sensitive to the letter that had been submitted about the concem to just have it fit in with the other buildings. Aller: And that was my concern too coming in but with the new design and the new structures that have been presented, the articulation is different. The colors are different so I think it meets those needs and I don't know if there's anyone here. Aanenson: We can make sure that the motion includes the date that those plans were received. With plans dated, architectural plans dated. I think the comment was regarding the first ones that got put out online. The first architectural comments which we concurred with so we have the date that those are on we can add that to your motion of approval. Architectural plans dated. Aller: So the newest version and then we do need to discuss the request for the signage. Whether or not it would be canopy or not. I personally, I look at the, you know we hear the bad words around here, big box and that's what you think. You know they've got the big blue box up there and I really like the softening of the canopy and I think it, it just goes well with the rest of the building and so that would be my inclination. And structurally, architecturally it seems like it doesn't matter. 37 Chanhassen Planning Commission — July 21, 2015 Weick: Canopies are fabric is that? Jeff Schneider: It can be metal. Weick: So it doesn't have to be right? It's not like an awning that's made out of cloth or something. Aller: It could be. Weick: Could be. Aller: Right. Hokkanen: But it won't be. Aanenson: Applebee's are. Perkins are. Hokkanen: Oh that's true. Aanenson: Yes we do have some fabric and that's one of the ways that actually we got the pitched roof element working with Perkins. Not with Perkins but certainly with Applebee's by using the effect of canopies to try to give some architectural to that building. Hokkanen: That's true. Weick: I like the sign but I'm not... Aller: So if there's no further discussion on it I think it looks like it will be a great project. The letter did talk about sound and different things that were going on on Fridays and Saturdays and I'm going to leave that. Aanenson: We are managing that on a separate process and we're aware of it. We're working on it. Aller: ... the City so it's not before us. Madsen: An additional question. Will the sign, which ever way it, they decide to go, will there be lighting on that sign and I'm just assuming if so it would be in compliance with the lighting. Aller: It would have to meet our, is there any lighting anticipated? Generous: I'm sure they would be internally lit. Aller: Internally lit which would meet our signage requirements. 38 Chanhassen Planning Commission — July 21, 2015 Generous: They also have to come in with a separate sign permit review and provide us with all the detailed information for that. Compliance with city code as well as making sure it sticks to the building. Madsen: Thank you. Generous: And excuse me, the plan, July 20a' was the elevation date that, when we received that... Aanenson: If we could put that in under planning conditions. We have number 4, the applicant's architect work with plans so you may want to modify that one. I'm on page 18 of 19 in your staff report. Aller: So the staff report will be amended. Aanenson: Yeah so we'd say to work with the, you know they've worked with us and we have plans dated July 20tD, is that correct Mr. Generous? Generous: Yes. Aanenson: So there's just some final tweaking to those plans dated July 2CO. Then everybody's making sure I think a good point that we're operating off the same architectural plans. Aller: And we adopt all other Findings of Fact and Recommendation. Aanenson: Correct. Aller: So with that I'll entertain a motion. Undestad: I'll make a motion here. Aller: Mr. Undestad. Undestad: The Chanhassen Planning Commission recommends the City Council approve the site plan and conditional use permit subject to the conditions in the staff report and adopts the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Madsen: Second. Aller: I have a motion by Commissioner Undestad. Second by Commissioner Madsen. Do I have any further discussion? 39 Chanhassen Planning Commission — July 21, 2015 Undestad moved, Madsen seconded that the Chanhassen Planning Commission recommends the City Council approve the Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings on property zoned Industrial Office Park (IOP) and located on the west side of Audubon Road at Motorplex Court subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: CONDITIONAL USE PERMIT 1. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. 2. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. SITE PLAN Building: 1. The buildings are required to have an automatic fire extinguishing system. 2. The buildings are required to have individual water and sewer connections. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: 1. A three-foot clear space shall be maintained around all fire hydrants. 2. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering_ Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: 40 Chanhassen Planning Commission — July 21, 2015 a. The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and b. The proposed 944 foot contour at the south site's middle entrance. 2. The eastern retaining wall on the south site must not encroach into the adjacent drainage and utility easement. 3. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. 4. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. 5. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. 6. A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: 1. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. 2. Minimum bufferyard requirements must be met. Planning: I. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. 2. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. 3. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. 4. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated Received July 20, 2015 to make them compatible with the entire development. Water Resources: 1. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. 2. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. 41 Chanhassen Planning Commission — July 21, 2015 3. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 4. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. 5. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec RechargerTm systems or that pretreatment is not required per the manufacturer's specifications. 6. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Aanenson: And again just for the record "as amended." The conditions "as amended." Aller: Correct. Motion carries. The conditions had been amended prior to the motion so that's the way I was treating it but to be clear it's as amended. APPROVAL OF MINUTES: Commissioner Yusuf noted the verbatim and summary Minutes of the Planning Commission meeting dated July 7, 2015 as presented. COMMISSIONER PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. Aller: City Council action update. Aanenson: There were none. Council did not meet on August 13' so your last items that you looked at, the specialty retail and the Glaccum subdivision will be on next Monday night, the 27`^. Going further along for their agenda, upcoming items. We did receive a couple of applications but first going to August 0. We hope that you are participating with your neighborhood for National Night Out and we will have a get together on August 6' with two of the other commissions. The environmental and the park commission so we've got a couple things lined up. I'll share with you what those are. We are going to visit, go down 101 from Pioneer down to the bottom of the wye. The roundabout's been paved. I'm not sure we can get on there but we'll head down that way. On our way down there we'll talk about the design that they're working on for the environmental assessment. You'll see some of the improvements. How that will tie into the existing 101. The park commission and environmental commission are kind of interested in the Lotus Lake and we look at the AIS inspections and some of the 42 Affidavit of Publication Southwest Newspapers cA�RveR&HHerHtrAIEp N State of Minnesota) COUNTIES )SS. NOTICE OF PUBLIC HEARING County of Carver ) PLANNING CASE NO. 2015-19 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 21, Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized 2015, at 7:00 P.M. in the Council agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Yl - Chambers in Chanhassen City lager and has full knowledge of the facts herein stated as follows: Hall, 7700 Market Blvd. The purpose of this hearing is to (A) These newspapers have complied with the requirements constituting qualification as a legal consider a requestfor Conditional Use Permit to allow multiple newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as structures on a single lot and to amended. permit development within the Bluff Creek Overlay District- (B) The printed public notice that is attached to this Affidavit and identified as No.y� and Site Plan Review to construct was published on the date or dates and in the newspaper stated in the attached Notice and said two commercial buildings on Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Property zoned Industrial Office the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Park (IOP) and located on the inclusive, and is hereby acknowledged as being the kind and size of type used in the composition west side of Audubon Road at and publication of the Notice: Motorplex Court - LaMettry's. Appffcant/Owner. RickLaMethg A plan showing the location abcdefghijklmnoPgrstuvwxy2 of the Proposal is available for public review onthe City's web site at wwwci.chanhassen. W w7/1 I I mn.us/2015-19 or at City HallBy. during regular business hours. Laurie A. Hartmann All interested persons are invited to attend this public hearing and express Oteir opinions with respect to this pro Subscribed and sworn before me on posal. Robert Generous, Senior Planner Email: bgenerous® ci.chanhassen.mn.us this C day of 2015 Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, July s, JYMME JEANNETTE BARK 2015: No 41591 '.p NO'.ARY7l;9ilC-M'NNESOTA �- AfY COMMSSICN IXP;ftES 01fJU'.8 bhc RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per win= inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... 512.59 per column inch SCANNED l-wM..l trnw ' I✓ IPW / 1y 01, i 't I �' �G� / \ .� • s� �` 5 \.. eo m PROPOSED ZONING - O i O I I • �\ - 10P. INDUSTRIAL OFFICE PARK C Z i H I nlI�i� 1 .: Fvv./ ` \` j i DISTRICT rn d y4 S PLAN SET• p o •�-^�'/ rte' i i i SP - SITE PLAN d < 3 `\ �.;/_-�� i ; UTLI - UTILITY PLAN ER l .• � I t I APA 2 5 M7 CHANHASSEN INSPECTIONS y .� o ...'a d.....a�« .. ..,.2`,... .,,,.... '.ul SP i 6 O AOISb U Z gq DEVELOPER: OR Autooehn MotorMex, LLC ; AM: Bruno SOlkuvekl 3615 Z=n lane North W °WouthMN 95W6 m 1 PA 612-3i0A Lu ! z CATION MAP E i 't I �' �G� / \ .� • s� �` 5 \.. eo m PROPOSED ZONING - O i O I I • �\ - 10P. INDUSTRIAL OFFICE PARK C Z i H I nlI�i� 1 .: Fvv./ ` \` j i DISTRICT rn d y4 S PLAN SET• p o •�-^�'/ rte' i i i SP - SITE PLAN d < 3 `\ �.;/_-�� i ; UTLI - UTILITY PLAN ER l .• � I t I APA 2 5 M7 CHANHASSEN INSPECTIONS y .� o ...'a d.....a�« .. ..,.2`,... .,,,.... '.ul SP LAMETTRY'S - PLANNING CASE 2015-19 $425.00 Conditional Use Permit $500.00 Site Plan Review-Commerical/Industrial District($500 + $10 per 1,000 square feet) $410.00 Site Plan Review -$10 per 1,000 square feet ($10 x 41) $200.00 Notification Sign $453.00 Property Owners List (151 addresses x $3 each) $100.00 Escrow for recording conditional use permit and variance documents $2,088.00 TOTAL SC4NNED Norby & Associates Landscape Architects, Inc. Transmittal Form Attn: Planning Department To: City of Chanhassen Fax: Phone: TRANSMITTED VIA: ❑ Our Messenger ❑ Receiver's Messenger ❑ First Class Mail ❑ Parcel Post ❑ Fax: (952) 361-0645 Invoice ITEMS: ®Prints ❑ Estimates ❑ Contract ❑ Specifications ❑ Schematics ❑ Invoice RECRVED JUN 19 2015 CITY OF CMANMASSEN Number of pages including cover sheet: Date: 6-19-15 Project: LaMettry FOR YOUR: ci?YOFCHA( AssEN RECEIVEf, JUN 19 2015 CHANHASSENPOWNQOpT ❑ Files / Information M Approval / Corrections ❑ Bid ❑ Estimate 13 SENT BY: Tim Wilcox Here are 7 full size sets and 1 reduced set of the landscape plans for the proposed LeMettry development. These were to be dropped with the civil plans from Sathre Bergquist. TimWilcox 952-361-0644 ;C;rNNED 100 East 2"' Street, Suite 200 Chaska, MN 55318 (952) 361-0644/ Fax (952) 361-0645 SATHRE-BERGQUIST, INC. W 150 South Broadway / o { wayzata, MN 55391 Far. t952117G0t� /&/VQ• www.sathre.com 9 kip 2p15 transm.C'N To: Bob Generous Date: June 19, 2015 Company/City: City of Chanhassen Job #: 49370-001 Department: From: Nate Herman Address: 7700 Market Blvd Project: Chanhassen, MN 55317 Regarding: Transmitted: V'ia: a Herewith ❑ Fed Ex ❑ Under separate cover 0 Courier ❑ Mail ❑ Hand delivery t:] Notes/Comments C: Rte R=Reduction: iI OFCHAWASSEN RECEIVED JUN I H 2015 rMOHAg8Et4 PLANNING OFVT C:\ UsemVshMDeskt#Transnv lTemplare.doc SCANNED CI'PY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 07/07/2015 2:45 PM Receipt No. 00288357 CLERK: AshleyM PAYEE: Sathre-Bergquist Inc 150 South Broadway Wayzata MN 55391- Lamettry's Planning Case 2015-19 ------------------------------------------------------- Use & Variance 425.00 Sign Rent 200.00 Recording Fees 100.00 Site Plan Review 910.00 GIS List 453.00 Total Cash Check 24433 Check 24402 Change 2,088.00 0.00 100.00 1,988.00 0.00 SCANNED ,N.' SATHRE-BERGQUIST9INC. W 150 S. BROADWAY, WAYZATA, MINNESOTA 55391 TEL: (952)476-6000 FAX: (952) 476-0104 WEB: WWW.SATHRE.COM Transmittal To: Kim Meuwissen Date: June 30, 2015 Company/City: City of Chanhassen Job #: 49370-001 Department: From: Nate Herman Address: 7700 Market Boulevard Project: LaMettry s Chanhassen PO Box 147 Chanhassen, MN 55317 Phone: 952-227-1107 Reqardinq: ❑ Herewith ❑ Fed Ex ❑ Under separate cover ❑ Courier ❑ Mail ❑ Hand delivery ❑ Pickup Item/Revision Date Quantity Format Description 1 Additional Permit Application Fee W:\Projects\72905031 PULTE-DUNKIRK\Info-2009\Correspondence\Transmittal Meuwissen, Kim From: Sent: To: Nate Herman <nherman@sathre.com> Tuesday, June 30, 2015 8:29 AM Meuwissen, Kim Cc: Generous, Bob;'rlamettry@gmail.com' Subject: RE: LaMettry's Submittal Application Fee Hi Kim — the additional $100 is going in the mail today. Thank you, Nate Nate Herman, PE I Engineering I Sathre-Bergquist, Inc. 150 Broadway Ave S. I Wayzata, MN 55391 Ph 952.476.60001 Fax 952.476.0104 nherman(a)sath re.com From: Meuwissen, Kim [mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Friday, June 26, 2015 9:48 AM To: Nate Herman Cc: Generous, Bob;'rlamettry@gmail.com' Subject: LaMettry's Submittal Application Fee Nate, We are in receipt of your development review application for the LaMettry's site. The application fee was calculated and the total amount due is $2,088 (see attached fee breakdown). We are in receipt of your check 24402 in the amount of $1,988, which is $100 less than what is due. The difference resulted from overpayment of $100 for Site Plan Review - Administrative (not needed), and underpayment for the Notification Sign ($200). Please submit the $100 balance due at your earliest convenience. Call or email me if you have any questions. Thanks! 0 Kim Meuwissen Sr. Communications/AdministrativeSupport Specialist 952-227-1107 kmeuwissen( ci.chanhassen.mn.us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 ©Find us on Facebook 150 SOUTH BROADWAY • WAYZATA, MN 55391 Re. Pay To City of Chanhassen Invoice No. Invoice Date invoice Amount 062615 06/26/2015 100.00 24433 Check No. 24433 Amount Due Discount Apply Balancp. 100.00 0.00 100.00 0.00 150 SOUTROROADWAV • WAYZATA, MN 55391 Pay To City of Chanhassen Invoice No. Invoice Date Invoice Amount 061815 06/18/2015 1,988.00 Amount Due Discount Apply 1,988.00 0.00 1,988.00 24402 Check No. 24402 Balance 0.00 LAMETTRY'S - PLANNING CASE 2015-19 $425.00 Conditional Use Permit $500.00 Site Plan Review-Commerical/Industrial District($500 + $10 per 1,000 square feet) $410.00 Site Plan Review -$10 per 1,000 square feet ($10 x 41) $200.00 Notification Sign $453.00 Property Owners List (151 addresses x $3 each) $100.00 Escrow for recording conditional use permit and variance documents $2,088.00 TOTAL $1,988.00 Less Check 24402 from Sathre-Bergquist, Inc. $100.00 Less Check 24433 from Sathre-Bergquist, Inc. $0.00 BALANCE DUE aCANNF7r • iS-l9 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 06/11/2015 2:41 PM Receipt No. 00285988 CLERK: ashleym PAYEE: Golf Lake Condos LLC PO Box 1015 Princeton MN 55371 - Planning Case 2015-19 ------------------------------------------------------- Subdivision 960.00 Sign Rent 200.00 Recording Fees 100.00 Rezoning Fees 750.00 Variance 200.00 GIS List 132.00 Conditional Use Permit 325.00 Total Cash Check 605 Change 2,667.00 0.00 2,667.00 0.00 z)CHNNEC 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 *C1TY OF CHANHASSEN AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: June 26, 2015 Agency Review Response Deadline: July 9, 2015 Date Application Filed: June 19, 2015 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner ® Park Director Planning Commission Date: City Council Date: 60 -Day Review Period Deadline: July 21, 2015 at 7:00 p.m. August 10, 2015 at 7:00 p.m. August 18, 2015 Application: Request for Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Overlay District; and Site Plan Review to construct two commercial buildings on property zoned Industrial Office Park IOP and located on the west side of Audubon Road at Motor lex Court - LaMett's. Applicant/Owner: Rick LaMettry Planning Case: 2015-19 1 Web Page: www.ci.chanhassen.mn.us/2015-19 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 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 County WMO ❑ 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 SCANNED FPropertyr Card Parcel ID Number 250151215 Taxpayer Information Property Address Address City Building Information Building Style Above Grade Finished S Ft Bedrooms Year Built Garage N Bathrooms Miscellaneous Information School District 0112 Watershed District WS 064 RILEY PURG BLUFF Homestead N Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2014 Values (Payable 2015) 2015 Values (Payable 2016) Last Sale Land $454,900.00 $454,900.00 Date of Sale 04/30/2015 Building $0.00 $0.00 Sale Value $1,900,000.00 Total $454,900.00 $454,900.00 CTre data pro, oon nerewnh •s for reference purposes only Thrs data is hot suitable for legalengineering. surveymc or other similar purposes Carver Ceunty does not guaramee the accuracy of the in a :bm cpmamed herein. This data is furnished on an as a basis and Career County makes no representations or warranties. either expressed or implied. for the merchantability or (meas of the chlor at provided for any purpose. This disclaimer a provided pursuant to Mimesota Statutes §466.03 and the user of the data provided herein acknowledges that Caner County shall not be lade for my damages and by using this data anany way ekpessly wanes all claimsand agrees to defendindemnify, and hold harmless Carver Countyas officials. officers agents employees etcfrom any and all claims brought by anyone who uses the information provided for herein. its employees or agents. or CARVER third parties which anse cul of users access. By acceptance of this datathe user agrees not to transmit this data or provide access to rt or any pad of It to another pang unless the user includes COUNTY with the data a copy of this disclaimer Monday, June 22, 2015 SCANNED Carver County, MN Generous, Bob From: Jon Day <johnnyboyday@mac.com> Sent: Tuesday, July 14, 2015 3:57 PM To: Generous, Bob Subject: Re: Question on LaMettry's Project Thank you for your reply. I didn't recall that there was going to be something different on the east side in the original plan, but I guess that comes with the passing of time. On Jul 14, 2015, at 3:20 PM, Generous, Bob <bgenerouslcii ci.chanhassen.mn.us> wrote: Jon, I have included your email in the Planning Commission packet. You or anyone else may attend the public hearing on July 21, 2015 at 7:00 p.m. in the City Council chambers. As to the original layout, here was the concept: <image003.jpg> The two most easterly buildings were intended to be more industrial user in nature, and an auto body repair shop meets that classification. It was not necessarily the same building elevations or materials that were contemplated for these industrial buildings. The original approval only covered the twelve buildings within the motorplex. Separate site plan review was a condition on the development of the two easterly buildings. We are requiring that the "condo storage" portions of these buildings match/mimic the architecture of the motorplex. However, cupolas are not included in this. We have received revised building renderings based on staff comments to the architect. (I'm not sure which plans you looked at.) We are continuing to work with the architect to give the building additional architectural details as well as providing a better transition from one building material to the next. The architect is trying to create a sensation of two different buildings based on the use within that section of the building. Now he needs to try to tie them together a little better. To build the buildings on the west end of the project did not require the filling of wetlands. The variance that was approved was to permit a portion of the storm water pond to be located within the Bluff Creek primary zone. Thank you for contacting me with your issues and concerns. If you have additional questions of need more information, please contact me. :.. Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1131 beenerousPci.cha nhassen.mn.us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow -----Original Message ----- From: Jon Day fmailto:iohnnvbovdavCcDmac.coml Sent: Tuesday, July 14, 2015 9:55 AM To: Generous, Bob Subject: Question on LaMettry's Project Good Morning Bob, I was looking at the proposed development for the LeMettry's project. In the beginning, when this whole Audobon Motorplex concept was being proposed and they were asking for conditional use permits and wanting to fill in part of wetlands and so forth the pitch to us from the developer at our neighborhood meeting was their promise the complex would have be architecturally appealing and look like a beautiful country "horse stable". We were worried about the noise and that hasn't been to big an issue except for the first Saturday of the month when they have the open house there, its like a rock concert that day. The fact is that they held to their promise of creating a "pretty" development that would look nice and compliment the neighborhood. I think most of us have been pleased with them as neighbors. In their second phase they filled in part of the wetlands along the creek closest to our homes in order to put that last set of condos in and while I do think that has hurt our property values on this street, all-in-all its been a ok thing, it probably could have been worse. This new LeMettry's project does not fit into that architectural look based on these current drawings. I guess beauty is in the eye of the beholder, but to me these proposed structures are ugly, but regardless of that, they clearly don't fit into the "look and feel" of the original project as it was laid out to us in the beginning when we had big concerns about the original proposed development. The fact is they could have put the condos that are the furthest to the south west on the spot where this LeMettry's is going right now and then we wouldn't have to have filled in any of the wetlands and we would have'n't have had the development move in so close to our homes over here on Stone Creek Drive. I think the buildings they are proposing should be required to match the architectural look and feel of the buildings in the rest of the complex, this kind of country horse stable look with the nice finishes and the cupolas on the roof, etc. Please let me know what your team's views are on that topic. Also, please let me know if our neighborhood association needs to come to the meeting to share that view or if this e-mail will be shared or what the next steps need to be. Jon Day 612-269-4531 Generous, Bob From: Walker, Jeff <Jeff.Walker@opus-group.com> Sent: Thursday, July 16, 2015 8:03 AM To: Generous, Bob Subject: LaMettry's - Planning Case 2015-19 Follow Up Flag: Follow up Flag Status: Flagged :.. Hope you are doing well. It is nice to see the significant uptick in development again. My wife and I still own a unit at the Auto Motorplex. We've been following the LaMettry's documents posted on the City site and just read through the planning department report. A couple of questions and comments: 1. Are the sanitary sewer connections for the LaMettry's buildings to an existing line that runs under Audubon or are they connected to the line that runs under Motorplex Court? If the connections are to the same line that serves the Auto Motorplex, we're assuming the capacity of the existing line is adequate to accommodate LaMettry's expected usage. 2. Are the water connections for the LaMettry's buildings to an existing line that runs under Audubon or are they connected to a line that runs under Motorplex Court? If the connections are to the same line that serves the Auto Motorplex, we're assuming the capacity of the existing line is adequate to accommodate LaMettry's expected usage. 3. Are there any fumes (paint, etc.) expected from LaMettry's operations? 4. As noted in the planning department report, the building architecture still needs some work. 5. To the best of our knowledge, the applicant has not contacted any of the association board members or the association management company about a maintenance agreement. There is a provision in the association condo docs that conceptually addresses maintenance provisions when the sites develop, but a specific agreement (as noted in the planning report) is appropriate. Thanks for your time. Unless something comes up, I plan to be at the planning commission meeting next Tuesday. OPUS THE OPUS GROUP lour Vision, Delivered. Jeff Walker Director of Operations I Opus Design Build, L.L.C. 10350 Bran Road West I Minnetonka, MN 55343 D: 952.656.4524 1 C: 952.484.4524 Jeff.Walker(a),00us-grouo.com I www.00us-Qrouo.com 11 in $• o I his email is intended solely for the use of the individual to whom it is addressed and may contain information that is privileged, confidential or otherwise exempt from disclosure under applicable law. If the reader of this email is not the intended recipient or the employee or agent responsible for deliverino the message to the intended recipient, you are hereby noted that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify us by telephone and return the original message to us at the listed email address. Thank You. Generous, Bob From: Generous, Bob Sent: Friday, July 17, 2015 9:01 AM To: Kittelson, Eric Subject: FW: Zoning Request from Industrial to Commercial at 8150 Audubon Road Eric, Can you review this and help me prepare a response? Thanks, :.: From: Wendy OConnor imailto:mnoconnor@yahoo.com] Sent: Thursday, July 16, 2015 3:37 PM To: Generous, Bob; City Council; Aanenson, Kate; Hoiseth, Beth Subject: Re: Zoning Request from Industrial to Commercial at 8150 Audubon Road Thanks for clarifying that Bob. I apologize that I was confused in that I didn't realize commercial buildings could be placed on property zoned Industrial Office Park. Just to understand further, the LeMettry's lots are not owned by the owners of the AutoMotorPlex? And the AutoMotorPlex is not the Organizer of the MN C&C event? Would it be safe to say they are all collaborating on the location and the benefit of the location as they all show up on the AutoMotorPlex website together? If that's the case, I would hope that they can address the parking issue prior to breaking ground on these two buildings that it sounds like they are allowed to build. I appreciate the fact that you're monitoring the situation but honestly I think there should be a traffic and safety alert put out to those neighbors and businesses that will be effected by this surge of traffic on those event days. Had I not been looking at the AutoPlex' website I may have gone home via 5 & Audubon last night. I'm glad I was able to avoid it. The event organizer does have a parking map on their website. It is for Show Car Parking only. The rest of it says we have plenty of on-site and nearby public parking (where is that?) for non -show cars. So it sounds like the organizer is violating that portion of the agreement where they publish a public parking map. In that same vein, do they have permits for concessions, food trucks, etc? Finally, like I said in my original note, they are great neighbors except for one day a month (or two now 9 ). Many times I have ridden my bike through there and there is no police presence at all. You can even see that in many of the posted videos. How does the organizer get to determine if they need police coverage or not? I think if they are having any event, past success determines they need an officer there. Even if the officer has no traffic to direct and sits in their squad car at least there is a good faith effort to keep the traffic and pedestrians safe. Thank you again for your time. • Maaw don't ad,.taa Your "*Kw for soft. We dont Papa the p n®y for the . No poktny m d. t0 k.3rr kaa the ArtrlklaMs. Genual atarro'd loran/ b Ik! iW psw dr attttakat ast6es iart aweAw Wwauaealrawbralsftheta! noxa. 1YmMatgwW d r Itssl W Yq Yts FadMb 4aa Ne •rwaK r.w tadrr saaelOsiMaai d w1YanE Wa -.r,• rII saar T•a'Yc n and 'Mr. l _ML nth chs Cr nstt to yeu. Thank you for attending and suppont g our event, Luis Fraguada Jr. and Tykr Chnstopherson MORRIE'S Wendy OConnor I mnoconnoraa,vahoo.com 1612.770.1203 On Thursday, July 16, 2015 3:00 PM, "Generous, Bob"<baenerous(cDci.chanhassen.mn.us> wrote: Good afternoon Wendy. Thank you for your email regarding 8150 Audubon Road. The proposed development will not rezone the property from industrial to commercial, but rather reviews the site plan for auto repair shops with attached garage storage units, which is a permitted use in the industrial zone. City staff has been working with the Fire Chief and Carver County sheriff's office on the parking, pedestrian and traffic issues resulting from the Cars & Coffee events on the first Saturday of the month through October. We have notified the event organizer that their parking areas will be removed in the future so they will have to determine ways to either reduce the size of the events or provide a comprehensive parking, pedestrian and traffic plan for any future events. As part of the July 4`° event, they had only allowed show cars in for the first 15 minutes of staging (0630-0645) which appeared to help. The event organizer is responsible for providing traffic control for the event and contracts with Carver County for off-duty deputies. The sheriff's office is monitoring this situation and will require additional deputies if the traffic and pedestrian situation warrants it. The sheriff's office has been working with the State Patrol to address traffic violations. The event organizer is supposed to provide parking information as part of any brochure or promotional material for the event. In the future if attendance continues to grow, they may need to make arrangements for off-site parking and shuttle service to the event. As a condition of future events, the City will require that this plan be in place. There are also events scheduled for July 25 (Car Show – Land O Lakes GTO Club), August 15 (Car Show – S.W. Metro Mustang Club), September 12 (German Car Show), which are smaller in nature geared toward specific types of cars. The Summer Nights Classic Car Cruise In is a separate event that will occur June 171i, July 151' and August 12th. This event takes place between the hours 5:00 p.m. and dusk. This is a much smaller event than the cars and coffee. We will continue to monitor this situation and work to improve its operation. If you have additional questions or need more information, please contact us. M Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous(a.ci.chanhassen.mmus Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow From: Wendy OConnor lmailto:mnoconnorAyahoo.com] Sent: Wednesday, July 15, 2015 1:58 PM To: City Council; Generous, Bob; Aanenson, Kate; Hoiseth, Beth Subject: Zoning Request from Industrial to Commercial at 8150 Audubon Road Good Afternoon, I'm writing in regards to the proposal from Industrial to Commercial at 8150 Audubon Road. I live at 1702 Valley Ridge Trail North. I'm about a mile south of the AutoMotorplex. They are good neighbors and there is limited noise and traffic other than their First Saturday Event known as MN C&C (The Midwest's Premier Monthly Car Event -according to their website). On the first Saturday of the month, MN C&C at AutoMotorplex is jammed with people standing on the side of Audubon and parked along the side of Audubon as well. The event runs from 7-11 am and I generally will go the long way around to avoid getting caught in the traffic and pedestrians crossing all over the street. I'm sure this event brings in tax dollars for the city by way of extra speeding tickets (based upon the many broken laws seen on the attached tvstreamtimes videos) and concessions, but I'm concerned that the location where these two buildings are proposed is currently where many of the participants/onlookers/fans park. As you can see from the attached Karel l story from 2011 (Land of 10,000 Stories) and more recently from a youtube video from June of 2013 (at the 1:25 minute mark), at least 100-150 cars if not more will be flooded onto Audubon and to side streets if the land is zoned commercial and there is no longer onsite parking. As one photographer put it in his August 3, 2014 blog: Yesterday's MN C&C was easily the biggest turnout ever. At 7:00, there was a huge lineup of cars stretching out for several blocks. By 7:30, the AutoMotorPlex was nearly at capacity and cars were being turned away. Many people complained of waiting in traffic for 30 minutes or more just to make it to the front gate. And given the quantity and quality of amazing cars, i can't say rm surprised! htto://alcxbellusuhoto.wnVbloa/122 My request is if the developers want to build these two commercial businesses in front of the AutoMotorPlex, there needs to be a comprehensive plan to handle the additional parking/pedestrian needs as well as additional traffic on the days where the AutoMotorPlex has events. Just going on their website I noticed three additional weeknight evening events plus an Octoberfest in mid September all with food trucks and concessions, so it doesn't appear that it's just limited to one day a month. I would ask you to look at the websites & videos (tvstreamtimes site has a page dedicated to just MNCars & Coffee). Again, this is a wonderful neighbor most every day of the month. I am simply concerned about the current state of pedestrians and parking and where everyone will go if you elect to zone this land as commercial. Thanks so much for your time, Wendy OConnor I mnoconnor(@,vahoo.com 612.770.1203 hilp://www.mncandc.com/ hU:Hautomo=lex.com/events/ httn://tvstreamtimes.co/hd.php?mn-cars-coffee-4-5-2014a WaZXUnHYKY http://tvstreamtimes.co/hd.nhp?cars-and-coffee-may-2015tW 1-3gaBuDO htti)://tvstreamtimes.co/stream/cm-coffee-mn# httr)s://www.32ILtube.com/watch?v--rIIJYA64ar8 ft://www.karel karel 1 com/news/article/923888/26/Land-of-10000-Stories-Twin-Cities-man-creates-a-ogntry- club-for-cars- ��yy ��•,�y�mar s• -�i�.�, S - -.siv -,:•:,tet � .... �, ..__S�._•sx stns _ ti •• i ' -14 - �J%FUjw 5 NORTHEAST VIEW OF SOUTH BUILDING 17 OFCHANHASSEV RECEIVED JUN i a 2015 r"'*HAq%N PLANNING oFot SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY SOUTH BUILDING PRELIMINARY JUNE 16, 2015 SCANNED SOUTH EAST VIEW OF NORTH BUILDING NORTH WEST VIEW OF NORTH BUILDING :,,n OFCNANNASSEN RECEIVED JUN i j 2015 CHWASSNPlAN"DEPT LAMETTR`i' NORTH 51JILDING PRELIMINARY JUNE 16, 2015 LOCATION MAP General Mi@s • r A AIIOMDiOriryex RCELDATA - RCEL SIZE: 1,007,875 SF (23.11 ACRES) OSS FLOOR AREA NORTH BUILDING: 18,280 SF (.42 ACRES) UTO SHOP AREA: 13,338 SF (.31 ACRES) ONDO AREA 4952 SF (.11 ACRES) OSS FLOOR AREA SOUTH BUILDING: 22,115 SF (.51 ACRES) UTO SHOP AREA 9880 SF (23 ACRES) ONDO AREA 12450 SF (29 ACRES) RCENT OF SITE COVERED BY BUILDINGS: 4.D% RCENT OF SITE COVERED BY PARKING AREA 5.0% RCENT OF SITE COVERED BY ENTRANCE DRIVE: 2.1% RCENT OF SITE COVERED BY IMPERVIOUS AREA 11.1% TAL NUMBER OF PARKING SPACED PROVIDED: 72 SPOTS TIMATED EMPLOYEES NORTH BUILDING: 20 TIMATED EMPLOYEES SOUTH BUILDING: 20 , JUNG CALCS - VICE STATION - 4 PLUS 2 SPACES FOR EACH SERVICE STALL RAGE -1 PER 1000 SF tTH BUILDING: ,RAGE CONDOS - 4,952 SF RO SHOP - 13,338 SF, 8 SERVICE STALLS O'D SPOTS = ((500011000) x 1) a (4.(2x8)) = 25 PARKING SPOTS OPOSED SPOTS = 36 DEDICATED PARKING SPOTS (34 ANDARD 6 2 HANDICAP) RUTH BUILDING: ,RAGE CONDOS - 12,450 SF TO SHOP - 9,660 SF, 8 SERVICE STALLS O'D SPOTS = ((13000/1000) x i) + (4+(2x8)) - 33 PARKING SPOTS OPOSED SPOTS = 36 DEDICATEDPARKING SPOTS (34 ANDARD 8 2 HANDICAP) E: PARKING INSIDE THE GARAGES AND INFRONT OF THE (RAGE DOORS ARE NOT COUNTED IOP. 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II M1W1mIW.�m ISLirfrM.l - rV®. am .r Yr F1m��l1.ema¢YNslyaly�n(lrtMb.�-+al.wxu.-Jr. r1Aa.YPmlWvaw xmJ 1��1-we'whr�a:Alry •� u.wm»..,. rc..m w-uwavek NM�Fln.:mv-W Surma �.w a.Saar.N+ ��. nm �e.vrn. a...a>,.-...aasw�l ClYOFCHANHASSEN RECEIVED JUN -I a 2015 CHANHAS ENPIANNINGOPPT W 15 0 15 00 6C SCwlE1N FEET SURVEY LEGEND CaS. MM P411.IFM, 'it kill - .1.>. o W. 0 CAT0 B.r9 �F'��AAI CIBI£ ,V ClYOFCHANHASSEN RECEIVED JUN -I a 2015 CHANHAS ENPIANNINGOPPT W 15 0 15 00 6C SCwlE1N FEET q. Penanlponrpm�w.,T..w.. rcr SSATHRE-BERGQUIST, INC.L_nhassen,.NESOTA Certificate of Survey Prepared Fm Richard Lamettry 11 1 V SURVEY LEGEND CaS. MM P411.IFM, W A/C W o W. 0 CAT0 B.r9 G CAiC ry F4C6TY CIBI£ ,V a FL11R0 DO ZCf1O1 DEIRMi30NEN GOIOSrz CU8 H urz Lcw laM]ETF GST, "IIIE Mrnc w""O cO1TOR ENSTHc N 0 WMT T O Y]RVEIIT SET a GIS VKK — [pp 'I,.1[ I • SVt1EPOY(Ni ft,/D —QYIO R.LL —EIFL,PK VRbO1L,M E, 9RYF. LW1RR VONT a X1110 NQ£ —.— a LIQT POE 0 =Q INV•F TWA — —.� Q,N GInQQULw J. VOMF Vac INFc cos[Pars —r— uLC O ®s.Nru+r YYM04E .rsE aFmuaa —P.— +FMcro urtrT, M MIT O SABOT., MAIMS yy m T4FMOE WtE5,4 —s—ypTYy BASSI :.- QOM RCVITNF ® TAA i Vim, . ® STQY M. O OTW I YNMMIf $— T� MIMPQpNO ® STQY YUHaf O IIT W, I ST4 —'T— MIT iF[ERQp10 O rup LrvrT ®P[u — I — •1TmrY1 q. Penanlponrpm�w.,T..w.. rcr SSATHRE-BERGQUIST, INC.L_nhassen,.NESOTA Certificate of Survey Prepared Fm Richard Lamettry 11 1 V ;F^H i Ii i:vvml avm USE ONCLMNG COPYING, OISTRIBUTIOI{ ANdOR CO NJEYM GE IFFGR TIT OF TNS PROOUCT M STICCRV P EFTED wETHDUT SRTHRE-BERGOUST, INC'i E%FHESS WIOTTEN AUTHONZRTOI USE WITHOUT SND AUTHORIZ 710N CONSTIMES AN ILLEGITIMATE USE AND SHML THEREBY INOEMNFY SATHRE-MRGOUST, INC. OF RLL RESPONVWUTY. SATHRE-BERGOUST. INC. RESERVES THE RIGHT TO HOLD RNY ILLEGITIMATE USER OR PMTY LEGALLY RESFCINSIBLE FOR DARNGES OR LOSSES RESULTING FR ILLEGITIMATE USE 34 \ l \ , X E+sEM�xT toe DewRtr r e Burr rLtwgN lEe r� L. L L L L LI -LL LLL L LL LI—LL L LL L LL ftLL,LL LULL L' LL enranw a FSIy91TY TRMSFI W isry'RXYw: mliw� m. dco.Jiw+l ry6anAJhot Fn M.�•�.tivJu�eprvofi I;Ic.vir iln N.YRgJ. V'udb'Sf Vspi Xeibeii� cart ewsd> aura.+ .ar. r -- rwXrM1 k: M Xralm'd�rM aMn¢ nd ' pn kv-Uur.+ Vu IInP eW V+�e 'k �+S, -4unn d M.v.val tlbtim .1. 4 bt K.V .'Srr '. .Av. .M" �Fw YYllarF el ka'. ifi<Sud llAie)) 5� ndrP-n -�'•L A_. - .Ya.tld�u at �.. dyu>„mreYramY• ua. Imms<m Yerutl U+ -NA MJa ).W.e, Y+m S. Gym±SemnSl.¢r4la ..v..vJ.a.. n. a. �.. oaptnd43®F. 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RESERVES THE NIGHT TO HOLO ANY ILLEGIAWTE OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES IX1 LOSSES RESULTING ILLEdnAMTE USE IIEIIOF•GF w F1CFPlM1 ErIINEr® TFrcryn.al u.�db.uy Jmti\J Wtl. 1� d..s� tit W.,,Y.�MA k�M�rnu'fnuM1r+V�nnm ��Svnm lal..vminn ii �.Wnl. y unnrA ay roi„ryl y,M.v�d„uMJ ss WS Ja.V } mJ d l.rEn..pvn Fnu Niv�,�n., wa.rnvJne.,,.N,m, hw,AJ a.liMn. IT J rPa, s mY w. e itmc. Su MxPm L•rka?� .nnn aW o.. "r avml u:0�N6ya meuvv 11 anal N]Y°1 s51 T[b m'coi n�lafl � w16 Lr. �.csX snno�AE�APEwabn iA FA.v4 �m¢ln�.ilY AnEaJ .YPAY4+�ye�ew�1 Mtr ^=wAJ•LLMuv iam�a�JveSwN.. A .n .4n �n.n a... rv, ..J ,.ev.m P mJ lvr�n,Rau •4 cnnwev - bE X.. ., urlW. e r.�Nu�«w• x.ei, e., Y to Fh, F IrXa T9Y�s>4MY,A-a.m W«.i.Je.. 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Certificate of Survey PlEpPwrm SCANNED g Richard Lamettry 3 NORTHEAST VIEW OF SOUTH BUILDING 17), 0FCHANHASSEN RECEIVED SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY SOUTH BUILDING PRELIMINARY: JUNE * 2015 JUN i ,, 2015 HAgWN ftANMNQ0PPT ■/1■■1all,NMI■■I To ■■,till i■■■■ NORTHEAST VIEW OF SOUTH BUILDING 17), 0FCHANHASSEN RECEIVED SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY SOUTH BUILDING PRELIMINARY: JUNE * 2015 JUN i ,, 2015 HAgWN ftANMNQ0PPT SOUTH EAST VIEW OF NORTH BUILDING 'OMHANHASSEN RECEIVED JUN I �j 2015 C44MMSEN PLAN" DEPT NORTH WEST VIEW OF NORTH BUILDING LAMETTRY NORTH BUILDING PRELJMINARY JUNE 16, 2015 CTn �l EX. NATIVE G I—f _ F__ F_ I—f F_ F_ F_ F_ I—F—f F_ F_ I—f F_ f DESIGNER NO. I BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES DRAWN BY LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL CHECKED BY THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL Illy -01111M RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I hereby certify that this pla , s iflcation or report was prepared by me or under my direct ervis n and that 1 am a duly registered Landscape Architect erJf. awa of the State of Minnesota. Signed: [f( Date: bap" Registration#: 201r LLv HUNEYLUGU51 Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska, MN 55318 (952) 361-0644 0 (� SITE PLANTING LEGEND KEY COMMON NAME BOTANICAL NAME QUANTITY S17F NOTFS Total 62 Buffer Requirement: East side of property = 'Buffer B' for every 100 If. - 2 Canopy Trees - 4 Understory Trees - 6 Shrubs North & West side of property = 'Buffer A' for every 100 If. - 1 Canopy Trees - 2 Understory Trees - 3 Shrubs ITY RECEIVED SEN JUN 19 2015 CHANHAS ENRANNIi 20 10 0 10 20 40 SCALE IN FEET FILE NO. SOUTH BUILDING IPLANTING PLAN CHANHASSEN, LAMETTRY LP1 MINNESOTA LP2 ry W m z z 0 z d W 2 d Z F- U W O a CANNEr TREES AL Linden'Redmond' Tillia americana 'Redmond' 3 2.5" BB straight single leader HA Hackberry Celtis occidentalis 3 2.5" BB straight single leader RB River Birch Betula nigra 1 2.5" BB straight single leader EVERGREENS BH Black Hills Spruce Piecea glauca desnata 1 6 BB ORNAMENTAL TREES AM Amur Flame Maple Acerginnala'Flame' 8 6' BB Clump PC Pink Spires Crabapple Malus 'Pink Spires' 6 2" BB straight single leader SHRUBS AN Amber Jubilee Ninebark Physocarpus opulifolus Vefam' 18 36" HT MK7 Miss Kim Lilac Synnga patula 'Miss Kim' 13 36" HT MV Mohican Viburnum Vibumum lantana 'Mohican' 9 36" HT Total 62 Buffer Requirement: East side of property = 'Buffer B' for every 100 If. - 2 Canopy Trees - 4 Understory Trees - 6 Shrubs North & West side of property = 'Buffer A' for every 100 If. - 1 Canopy Trees - 2 Understory Trees - 3 Shrubs ITY RECEIVED SEN JUN 19 2015 CHANHAS ENRANNIi 20 10 0 10 20 40 SCALE IN FEET FILE NO. SOUTH BUILDING IPLANTING PLAN CHANHASSEN, LAMETTRY LP1 MINNESOTA LP2 ry W m z z 0 z d W 2 d Z F- U W O a CANNEr h7R-111A011:li CHECKED BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I hereby certify that this pta so(1a on or report was prepared by me or under my direct ervithat I am a duly registered Landscape Architect erof the State of Minnesota. Signed: Date: 6 -u -r5 Registration # 1`u g k"A Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska, MN 55318 (952) 361-0644 SITE PLANTING LEGEND KEY COMMON NAME BOTANICAL NAME (31IANTITV RI7F NnTFR Total 53 Buffer Requirement: East side of property = 'Buffer B' for every 100 If. - 2 Canopy Trees - 4 Understory Trees - 6 Shrubs North & West side of property = 'Buffer A' for every 100 If. - 1 Canopy Trees - 2 Understory Trees - 3 Shrubs CITY PROJECT NO. CHANHASSEN, MINNESOTA olTYOFCHANHASSEN RECEIVED JUN 19 2015 CHANHASUN PlANNINGD(:NT 20 10 0 10 20 40 SCALE IN FEET FILE NO. NORTH BUILDING PLANTING PLAN LAMETTRY I LP2 ry W M z 0 z Q W z z F -- C-) W O a LP2 ;CANNES TREES AL Linden'Redmond' Tillia americana 'Redmond' 4 2.5" BB straight single leader DM Deborah Schwedler Maple Acerplatanoldes 'Deborah' 2 2.5" BB straight single leader HA Hackberry Celtis occidentalis 2 2.5" BB straight single leader HL Skyline Honeylocust Gleditsia tricanthos var. inermis 'Skycole' 1 2.5" BB straight single leader RM Red Maple Acer ruburm 2 2.5" BB straight single leader EVERGREENS BH Black Hills Spruce Piecea glauca desnata 5 6' BB ORNAMENTALTREES PC Pink Spires Crabapple Malus 'Pink Spires' 4 2" BB straight single leader SB Autumn Brilliance Serviceberry Amelanchierx grandiflora Autumn Brilliance' 6 6' BB Clump SHRUBS MK Miss Kim Lilac Synnga patula 'Miss Kim' 6 36" HT MV Mohican Viburnum Viburnum lantana 'Mohican' 177715 36" HT WH lCommon Witchazel Hamamelis virginiana 1 6 36" HT Total 53 Buffer Requirement: East side of property = 'Buffer B' for every 100 If. - 2 Canopy Trees - 4 Understory Trees - 6 Shrubs North & West side of property = 'Buffer A' for every 100 If. - 1 Canopy Trees - 2 Understory Trees - 3 Shrubs CITY PROJECT NO. CHANHASSEN, MINNESOTA olTYOFCHANHASSEN RECEIVED JUN 19 2015 CHANHASUN PlANNINGD(:NT 20 10 0 10 20 40 SCALE IN FEET FILE NO. NORTH BUILDING PLANTING PLAN LAMETTRY I LP2 ry W M z 0 z Q W z z F -- C-) W O a LP2 ;CANNES 119'-0" SPANDREL GLA55 PANELS TO MATCH � Imo' 0" SPANDREL GLA55 FLOOR PLAN (50UTN BUILDING) SCALE: l/a"= V -m" OPTIONAL BALCONY LOCATION5 01 e r OPTIONAL BALCONY LOCATION5 0 r OPTIONAL BALCONY Tt'l LOGATION5 li`rOFG'Mof I RECEIVED JUIN 'I y zols �-�lAP1NP,9SEhd P1.�MyIPd�3 qF >i' 10135 47th AVE. N. PLYMOUTH MN. 55442 612-810-9628 763-550-2919 fax ISSUE PREL: JUNE 16, 2015 REVISIONS JOB #131068 SHEET # A2 PIERS PIERS AGGREGATE FINISH CEDAR LAP SIDING AND ACCENT TRIM WEST ELEVATION SCALE SOUTH ELEVATION SCALE ISSUE PRELIM: JUNE 16. 2015 BCANNED JOB # 131068 SHEET # A3 OF AX NW\CORNER OF / SEC.15. TWP.116 I U 0 El FEEw 0 3 I \ �I w N 0 8 v� /SO90\ � �4 � 15'21 �,S11o3765^•WW 40.11 (sro.O6 W .,a W) 16.30 --- / •(S15°39'39"E) S15001'17 -E 16.38 ' t 000 ^g 33.74- s0502,1'55 ,0 5.g3 <x000gz� 53 el \ 669 1/ g966�° Ilk �1P h FPgO FIELD CREW NO. ALL DRAWN BY DBP CHECKED BY DBP DATE v 33 50 50 `hOQ�'6a9 O i\ 6 icy G��b9 !J n, h \ • , c r, / re, USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. .L w 3,,A a 0 0 w z w I S S�ti I 0 gl 0 o I N N EYIW1 1J. ,] OO vI 0 w-° uo�swc. w W. I w K � `P Y kr I s 3 S J 0 I r € s/ ' SE CORNER OF SEI/4 OF THE NEI/4 SEC.15 / E. NE CORNER OF SE1/4 OF o ` SEC.15. TWP.116, RCE.23 ^71.99 'S4E " SOO- tk (NI°15'22"WLLI LL ]2s1) LLI \I u w of \ dti p95' g'S i 0 .p69. aE ay6. a l a'I°h6 w O \ `, w I hereby certify that this survey, plan or report was prepared by me or under my d' ect supervision and that I am a duly Licensed Land Surveyor under the la s of the S e of Minnesota. Dated this 'Ip day of J 2015. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com Go 0 DESCRIPTION OF PROPERTY SURVEYED Those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.1 I feet; thence North 56 degrees 57 minutes 24 accounts East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent Ito last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet, along a tangential curve, concave to the right having a radius of 1959.86 feet, a central angle of 03 degrees 31 minutes 05 seconds and a chord of 120.32 feet which boars South 36 degrees 48 minutes 57 seconds W(cst; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 01 degree 15 minutes 22 seconds West a distance of 72.51 feet: along the cast line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the SouRhcast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees D 1 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds Easta distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South Ol degree 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West a distance f gr nee o 55.44 feet; thence South 14 degrees 39 minutes ] 0 seconds East, a distance of 15.14 fee[; thence South 22 degrees 30 minutes 14 seconds West a distance of 33.54 feet; thence South 0 m s 0 8 d rec 36 minutes 50 seconds West a distance of 40.1 1 fccf thence South 10 degrees SR minutes 44 Seconds nds West a distance of 16.30 feet; B [hence South 15 degrees 39 minutes 39 seconds fast, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 fact, thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the North teust Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter ai distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 28;14.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds West along the East line of said Southeast Quarter of the Northeast Quarter a distance of 73 8.5 7 feet to the point of beginning, according to Government Survey thereof. Subject to casement for County State Aid Highway No. 17. Lying westerly of a line which commences at the East Quarter corner of said Section 15; thence South 00 degrees 44 minutes 16 seconds East, assumed bearing on the cast line of said Southeast Quarter of Section 15 a distance of 71.55 feet to the souther) o n f the above u da o abo c described land and the Northerly line of the Milwaukee St. Paul P ifi a and ac c Railroad thence South 56 degrees 57 minutes 24 Y rY Y c seconds West, an the souther) boundary of the above r' land n th bo a dese Ilbed a d a d e Northerly line of the Milwaukee St. Paul and Pacific Railroad,4 f Y ry96.53 eat thence continuing on the souther) b f Yoanda o 8 southerlyboundary the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad South 33 degrees 02 minutes 36 seconds East, 12 50 £ee�t- thence continuing on the southerly boundary of the above described land and the Norther) line of the Milwaukee, St. Pa I n Pa u and Pacific Railroad South 56 degrees 57 minutes 24 seconds West 1319.26 Y feet to a point of cus � thence continuing on th � ,P P, g c southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad on a non-tangential curve concave to the northwest, 120.34 feet, said curve has a radius of 1959.86 feet, a central angle of 03 degrees 31 minuttes 05 seconds and a chord of 120.32 feet which bears North 36 degrees 48 minutes 57 seconds East; thence North 35 degrees 03 minutes 24 seconds East, tangent to the last curve, 22.98 feet; thence Sourth 56 degrees 57 minutes 24 seconds West, 27.39 feet to the point of beginning of the line to be described; thence North 33 degrees 02 minutes 36 seconds West, 141.43 feet; thence North 42 degrees 07 minutes 35 seconds East, 236.51 feet; thence North 54 degrees 19 minutes 50 seconds East, 265.99 feet; thence North 30 degrees 36 minutes 51 seconds East, 270.37 feet; thence North 04 degrees 41 minutes 43 seconds East, 150.59 feet; thence North 69 degrees 18 minutes 05 seconds East, 190.05 feet; thence North 42 degrees 40 minutes 05 seconds East, 116.79 feet to a point on the north line of said Southeast Quarter of Section 15, distant of 747.57 feet west from said Fast Quarter corner of said Section 15, where said line terminates. NOTES 1) Site Address: Unassigned, Chanhassen, Minnesota. 2) Flood Zone Information: This property appears to lie in Zone A(Arcm with a I% annual chance of flooding and a 26% chance of flooding over the life of a 30 -your mortgage. Because detailed analyses 0 arc not erformed for such p areas; no depths or base flood elevations aro shown within [hese zones.) and C (Areas outside the 1-percem annual chance floodplain,re areas of t /o annual chance sheet flow flooding where average depths are less than I foot, areas of I% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the I% annual chance flood by levees. No Base Flood Elevations or depths arc shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2, 1979. 3) Parcel Area Information: Gross:827,6151, sq. ft. - 19.0001, acres 4) Site Elevation: Elevations am based on Top often nut of .fire hydrant at southwest quadrant of Audubon Road and Park Road. TNN - 948.99 feet (NG VD29) 5) Wetland shown hereon were delineated by Kjolhaug Enviimmacntal Services Company on September 15, 2006. No current delineation was prepared. w N SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 do N ctiFRs Chanhassen, MINNESOTA Bearings are beseOtl onR1 m carver County Coordinate System (NAD 83-1985 ad.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND W A/C UNIT © CABLE TV PEDESTAL D ELECTRIC TRANSFORMER © ELECTRIC MANHOLE EO ELECTRIC METER © GAS METER © GAS VALVE - --- GUARD RAIL ❑H HAND HOLE SOIL BORING >i= TREE CONIFEROUS _i TREE DECIDUOUS ® TELEPHONE MANHOLE r❑ TELEPHONE PEDESTAL © TRAFFIC SIGNAL O UTILITY MANHOLE MU UTILITY PEDESTAL @ WELL BITUMINOUS, CAST IRON MONUMENT R3 CATCH BASIN Q FLARED END SECTIION CONCRETE GATE VALVE < GUY WIRE ii' HYDRANT O SURVEY MONUMENTf SET • SURVEY MONUMENTF FOUND Q V 0 LIGHT POLE - POWER POLE r SANITARY MANHOLE 0 SANITARY CLEANOUT I C ,9725 GROUND ELEVATION T STORM DRAIN ST STORM MANHOLE i3 YARD LIGHT TWP.116 - RGE.23 - SEC.15 NR CARVER COUNTY BOOK XXX/PAGE XXX t O c T A A3 L ce 8. a P Chanhassen, MINNESOTA Bearings are beseOtl onR1 m carver County Coordinate System (NAD 83-1985 ad.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND W A/C UNIT © CABLE TV PEDESTAL D ELECTRIC TRANSFORMER © ELECTRIC MANHOLE EO ELECTRIC METER © GAS METER © GAS VALVE - --- GUARD RAIL ❑H HAND HOLE SOIL BORING >i= TREE CONIFEROUS _i TREE DECIDUOUS ® TELEPHONE MANHOLE r❑ TELEPHONE PEDESTAL © TRAFFIC SIGNAL O UTILITY MANHOLE MU UTILITY PEDESTAL @ WELL BITUMINOUS, CAST IRON MONUMENT R3 CATCH BASIN Q FLARED END SECTIION CONCRETE GATE VALVE < GUY WIRE ii' HYDRANT O SURVEY MONUMENTf SET • SURVEY MONUMENTF FOUND Q SURVEY CONTROL POINT 0 LIGHT POLE `, POWER POLE OVERHEAD UTILITY SANITARY MANHOLE 0 SANITARY CLEANOUT I SIGN ,9725 GROUND ELEVATION ® STORM DRAIN ST STORM MANHOLE i3 YARD LIGHT TWP.116 - RGE.23 - SEC.15 CARVER COUNTY BOOK XXX/PAGE XXX Chanhassen, MINNESOTA Bearings are beseOtl onR1 m carver County Coordinate System (NAD 83-1985 ad.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND W A/C UNIT © CABLE TV PEDESTAL D ELECTRIC TRANSFORMER © ELECTRIC MANHOLE EO ELECTRIC METER © GAS METER © GAS VALVE - --- GUARD RAIL ❑H HAND HOLE SOIL BORING >i= TREE CONIFEROUS _i TREE DECIDUOUS ® TELEPHONE MANHOLE r❑ TELEPHONE PEDESTAL © TRAFFIC SIGNAL O UTILITY MANHOLE MU UTILITY PEDESTAL @ WELL BITUMINOUS, CTv CABLE TV `. CONCRETE CURB 0 CONCRETE / -960- - CONTOUR EXISTING CONTOUR PROPOSED Dr DRAIN TILE - ELC - ELECTRIC UNDERGROUND x x FENCE FO - FIBER OPTIC UNDERGROUND -'GAS- GAS UNDERGROUND OHu OVERHEAD UTILITY -,-I-m-r-r-r-r RAILROAD TRACKS > SANITARY SEWER » STORM SEWER TEL TELEPHONE UNDERGROUND Uri UTILITY UNDERGROUND WATERMAIN Certificate of Survey Prepared For Richard Lamettry SCANNED FILE NO. 49370-00 1 � K, LL \n 7 !] g501 a S4 C� sus C'o x9hOG h _ _ e - I \-J F, A n /-\ I I \') I r-\/ \ ZO \ 85�G0 05 �j° h� S 9 46 GS nU U FVIU VI\� L.L_/\ "D 6 _ O 0 60 l� h l 1 �°0. 63.07 \ 5 G \\ A 6 5I j 5 1 � 25 �` a ry 5 3 6 x9 CBS 9 h x \. Rim=932.7 \\ 6 W a I J TNH 9 - I v-9 7.9 2 r n L) I ^I IF)i)I - Ar IN I A i CBS / 956.7 VVI\ �� ;UI L_L L_IV Ir\L_ I Rim=6 /• x / I J50 q'�3' Inv=945/• a a I 5y 1 9 1 h g - _ / 30 O x 6- a � 5 a I � x 9 �1 I - 9�N6 l TNH= r'� \\ / 952 9 < \ ' 10 x95 S _ 5 \ I I / - I Ij. /,'% �• 1 S' / // Inv -998999 / I 0 \ r _ SE FOR RAIN i. \ D GE & -I c - ALITY PURPOSES PE "t^ // R s I i x 9 Q / F,I •is V/ /o ` o s UI OCUMENT NUMBER wzT 1 63779 A TED: 51412007 I ` Cb - ha- �� g3a1 O vO 0] �� U 1 v'.a 9`'4n A s / i a� \ / -e I Ih h / / `9 w 8 4 a k a , �V In E I L / 9 I � I / I /�/-\R Ir\/ -\A AI R III IAA NJ/1 -1 15 v\ JINU\.JIVIIINIUIVI i\JU. Iii 1 AIN III IN A vUI NL/\J IVI II VI UIVI I T/\ A A/'1T/1 EDE)I r-\/ i I V IVI\J i \JI \I L_L_/\ hi- e/ � 5/ LL L �\N LL x9h1 O- (V �� 09ri'Er N �... LO rO N 11) Cq °O O V11 - I r) I O O01 Cf) L% J \ � / \\ a p If / 3 A a I o _ v r r T I nl I L- 6� L_IVI L_I V I /1 L_ 9 4 O i 5 Cm./��\6 =9325 \ x ~1 959 e S mr/a/app / \5� J U I I 5y9 I� / 0ti Y Q ' / LL �9 / / \ x91 SO O m O rT- /N/\N Ir-\/lA AIR III INA N I/1 'I v\J Iv v l/ IVI I I N I U IVI IV\/. I x: DESCRIPTION OF PROPERTY SURVEYED (Per Smhedule A of the herein referenced Title Commitment) Those parts of the following described land That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer f c o said Southeast. Quarter; n n,a um g g o a assumed bearing of North 89 do rees 00 minutes 25 seconds West along rt ' Q g g o g the North hoc of said Southeast Quarters distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet thence gc ee Soutlh 33 degrees 02 minutes 36 seconds East a distance of .63 feet; thence N 39 c e ee orthcasterl along anon -tan corial curve concave to the g , Y g 8 Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distancef o 323.97 feet; thence South 35 degrees 0 rocs 3 minutes 24 seconds West a distance of 22.98 feet thence Southwesterly 120 4 f c .3 eat along a tangential curve to the ri ht havi a radius 8 Y g g g ng of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds g co ds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of I2.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North Ol degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencinga the Northwest est comer of the Southeast Quarter of Section I S Township 116 North Range 23 West of the 5th Principal Meridian; Qthence on an assumed bearingof South 89 degrees 00 P g P g minutes 25 seconds East along o the North lint of said Southeast uartcr, a distance f 1 s c o 7 8.45 feet to the point of beginning of the centerline to bedescribed; t g Q p hence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees I I minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 4 s 3 minutes 33 seconds West, a distance of 513.32 feet; then 1 cc South 0 degree 27 minutes 58 seconds East a distance of 14 7 t� &re 8. 8 fee thence South OS degrees 14 minutes 8 g 13 seconds West a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds W t es , a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of40.1 I feet; thence South 10 degrees 58 minutes 44 seconds onds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South Ob degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South e 33 degrees es 58 minutes 55 seconds East a distance f .2 feet t, grc s ee o 3 7 cc to a point on the Northerly line of the Milwaukee, SL Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line them terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence Qu Q e North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Beginning at the East Quarter comer of said Section I S- thence out 8 g Q South 00 degrees 44 minutes 16 seconds East assumed bearing on [h cast line me of said Southeast Quarter of Section 15 a n of 7l.55 distance o 71.55 fact to the g Q souther! bounds of the above described land and the Northerly Y c I line of the Milwaukee SL Paul and Pacific Railroad; tit boundary ad ante South 56 degrees 57 minutes 24 seconds West n th Y o c souther! bounds of the above Bre Y boundary described land and c tit Norther! line of the Milwaukee t P S , Paul and Pacific Railroad 275.41 feet thence North Y 33 degrees 33 minutes 56 seconds West, 81.43 feet; thence 8 c North Sb degrees 26 minutes 04 seconds East, 58.06 feet; thence North 33 degrees 33 minutes 56 seconds West, 144.45 feet; thence North 04 degrees 06 minutes 22 seconds East, 85.61 feet; thence North 40 degrees 40 minutes 24 seconds East, 162.97 feet; thence North 65 degrees 47 minutes 34 seconds East, 210.52 feet to the cast line of said Southeast Quarter of the Northeast Quarter of Section 15; thence South 00 degrees 24 minutes 31 seconds East on said cast line, 293.91 feet to the point of beginning. NOTES I) Site Address: Unassigned, Chanhassen, Minnesota. 2 Flood Zone Information: This a e h s roc appears to lie in Zone A Areas with a I /o annual chance of flooding and a 26 chant property rtY Pp /o c of flooding over the life of a 30 -year mortgage. B (ecausc detailed analyses are not g g YY performed for such areas n t o depths or base (food elevations h P s arc shown within these zones. and C Areas outside the 1- er nt nn p cc annual chance floodplain, areas of 1 % annual h ( p p , a a chance sheet Flow flooding where average depths are less than I foot, areas of 1 % annual chance stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2, 1979. 3) Parcel Area Information: Net: 87,8781 sq. ft. - 2.0171 acres R/W: 16,835± sq. ft. - 0.387± acres Gross: 104,713±sq. ft. - 2.404± acres 4) Site Elevation: Elevations are based on Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. TNH = 948.99 feet (NGVD29) 5)Wetland shown hereon were delineated by Kjolhaug Environmental Services Company on September 15, 2006. No current delineation was prepared_ / I \ N z I. 1 L L W !p A\�< I� 'ih w O - --� U N W I. �/� �� TNH= - / oo ,n I v m 93 8 O LnPE Z� 1 x �� I �co y9r-� o l /ST" l I ID \ O ) I ST Rvm-940A9@dg'4 -- DIG -- I I � 6\� � I � u7 d 50 Ow o - %Z 25 S 0 1 E� O s /9a A I x951=0 I �q (� , \� I \\ n4xA�k \ iI I I_I� I x 33 -- �=�.-- 0 ------ / 0 FF [ x94 - _ I I IW I I-rl a F I / sT �� ,439 \ \\\ \\ I I I I J o V /2 O \p VJ I v 4 I L not F r� C;15 Q / �hxy4�9 \ x951 l WVq - ;! LLL 71 -94\�/ \ \ x9p9\ \ L LLL STMH Rim=943..0 ,,// I-LLr-flLLL - \ Inv 936.9 EASEMENT F% DRAINAGE & L L L Lr L \ \/TlLI TY PURPOSES PER I'L IIIA LL OPCUMENT MBEIt�T 163779, L L L L LL r� -fir\- �� Je TED: 51412007 _0, V�O� \ z' I \ PP L I� L� \� °D�OV d\6 \\ \ \\Q x - L L LLL I�L r0 O 1,4- n O O 94Q� 9 0 � xi�V Y 05� -' 1 \ 5 POINT „A"/ _,�� Ry0 I �S L IL IL� L IL� _ \ L I� 1� L L 144.3 �) -A A r -R I'I- p\h o 11R -Q)/ B��FV O r \ L L L L. I V I L_ I N l u1"`[[[ _ l%-�a �' op O 88 G�v tkt) \\ 96 O�Jx \ \ / RBm=9329 S� S� m ^ - � � d\�• �� 9a.S6 \ 940 - 1� L L I� / h,- 93C4 �5V1/ � Q / /� S b lx \.S L L I� L- L I- 940 `9 L L L L - L L JUI I L_L_IVN:L-'\IV I/ -\L �f c / c / 9c /, F /! CO / FIELD CREW NO. BY DATE ALL DRAWN BY DBP CHECKED BY DBP DATE .:L_.JU1vv V/ I� L L I i� \f \ \ �IG �lTv yea E - \\ L L L L L I� / /% Q\R j LG 9}�' \ / I� L L L LLL CBS Rim=938.6 A\ L L L L - L Inv=933.] - L L.� L L L LL REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. OERS SORT. w N SATHRE-BERGQUIST, INC. C3 ,,,, }' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M �Q- 04,�Rs ?,_T1 F� M A, Q Zc D4 9 < l c HYDRANT / C'o • Zo 9 o� O� GAS- 00 1D, G \\ SANITARY MANHOLE I T/\ A A/'1T/1 EDE)I r-\/ i I V IVI\J i \JI \I L_L_/\ hi- e/ � 5/ LL L �\N LL x9h1 O- (V �� 09ri'Er N �... LO rO N 11) Cq °O O V11 - I r) I O O01 Cf) L% J \ � / \\ a p If / 3 A a I o _ v r r T I nl I L- 6� L_IVI L_I V I /1 L_ 9 4 O i 5 Cm./��\6 =9325 \ x ~1 959 e S mr/a/app / \5� J U I I 5y9 I� / 0ti Y Q ' / LL �9 / / \ x91 SO O m O rT- /N/\N Ir-\/lA AIR III INA N I/1 'I v\J Iv v l/ IVI I I N I U IVI IV\/. I x: DESCRIPTION OF PROPERTY SURVEYED (Per Smhedule A of the herein referenced Title Commitment) Those parts of the following described land That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer f c o said Southeast. Quarter; n n,a um g g o a assumed bearing of North 89 do rees 00 minutes 25 seconds West along rt ' Q g g o g the North hoc of said Southeast Quarters distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet thence gc ee Soutlh 33 degrees 02 minutes 36 seconds East a distance of .63 feet; thence N 39 c e ee orthcasterl along anon -tan corial curve concave to the g , Y g 8 Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distancef o 323.97 feet; thence South 35 degrees 0 rocs 3 minutes 24 seconds West a distance of 22.98 feet thence Southwesterly 120 4 f c .3 eat along a tangential curve to the ri ht havi a radius 8 Y g g g ng of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds g co ds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of I2.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North Ol degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencinga the Northwest est comer of the Southeast Quarter of Section I S Township 116 North Range 23 West of the 5th Principal Meridian; Qthence on an assumed bearingof South 89 degrees 00 P g P g minutes 25 seconds East along o the North lint of said Southeast uartcr, a distance f 1 s c o 7 8.45 feet to the point of beginning of the centerline to bedescribed; t g Q p hence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees I I minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 4 s 3 minutes 33 seconds West, a distance of 513.32 feet; then 1 cc South 0 degree 27 minutes 58 seconds East a distance of 14 7 t� &re 8. 8 fee thence South OS degrees 14 minutes 8 g 13 seconds West a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds W t es , a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of40.1 I feet; thence South 10 degrees 58 minutes 44 seconds onds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South Ob degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South e 33 degrees es 58 minutes 55 seconds East a distance f .2 feet t, grc s ee o 3 7 cc to a point on the Northerly line of the Milwaukee, SL Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line them terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence Qu Q e North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Beginning at the East Quarter comer of said Section I S- thence out 8 g Q South 00 degrees 44 minutes 16 seconds East assumed bearing on [h cast line me of said Southeast Quarter of Section 15 a n of 7l.55 distance o 71.55 fact to the g Q souther! bounds of the above described land and the Northerly Y c I line of the Milwaukee SL Paul and Pacific Railroad; tit boundary ad ante South 56 degrees 57 minutes 24 seconds West n th Y o c souther! bounds of the above Bre Y boundary described land and c tit Norther! line of the Milwaukee t P S , Paul and Pacific Railroad 275.41 feet thence North Y 33 degrees 33 minutes 56 seconds West, 81.43 feet; thence 8 c North Sb degrees 26 minutes 04 seconds East, 58.06 feet; thence North 33 degrees 33 minutes 56 seconds West, 144.45 feet; thence North 04 degrees 06 minutes 22 seconds East, 85.61 feet; thence North 40 degrees 40 minutes 24 seconds East, 162.97 feet; thence North 65 degrees 47 minutes 34 seconds East, 210.52 feet to the cast line of said Southeast Quarter of the Northeast Quarter of Section 15; thence South 00 degrees 24 minutes 31 seconds East on said cast line, 293.91 feet to the point of beginning. NOTES I) Site Address: Unassigned, Chanhassen, Minnesota. 2 Flood Zone Information: This a e h s roc appears to lie in Zone A Areas with a I /o annual chance of flooding and a 26 chant property rtY Pp /o c of flooding over the life of a 30 -year mortgage. B (ecausc detailed analyses are not g g YY performed for such areas n t o depths or base (food elevations h P s arc shown within these zones. and C Areas outside the 1- er nt nn p cc annual chance floodplain, areas of 1 % annual h ( p p , a a chance sheet Flow flooding where average depths are less than I foot, areas of 1 % annual chance stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2, 1979. 3) Parcel Area Information: Net: 87,8781 sq. ft. - 2.0171 acres R/W: 16,835± sq. ft. - 0.387± acres Gross: 104,713±sq. ft. - 2.404± acres 4) Site Elevation: Elevations are based on Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. TNH = 948.99 feet (NGVD29) 5)Wetland shown hereon were delineated by Kjolhaug Environmental Services Company on September 15, 2006. No current delineation was prepared_ / I \ N z I. 1 L L W !p A\�< I� 'ih w O - --� U N W I. �/� �� TNH= - / oo ,n I v m 93 8 O LnPE Z� 1 x �� I �co y9r-� o l /ST" l I ID \ O ) I ST Rvm-940A9@dg'4 -- DIG -- I I � 6\� � I � u7 d 50 Ow o - %Z 25 S 0 1 E� O s /9a A I x951=0 I �q (� , \� I \\ n4xA�k \ iI I I_I� I x 33 -- �=�.-- 0 ------ / 0 FF [ x94 - _ I I IW I I-rl a F I / sT �� ,439 \ \\\ \\ I I I I J o V /2 O \p VJ I v 4 I L not F r� C;15 Q / �hxy4�9 \ x951 l WVq - ;! LLL 71 -94\�/ \ \ x9p9\ \ L LLL STMH Rim=943..0 ,,// I-LLr-flLLL - \ Inv 936.9 EASEMENT F% DRAINAGE & L L L Lr L \ \/TlLI TY PURPOSES PER I'L IIIA LL OPCUMENT MBEIt�T 163779, L L L L LL r� -fir\- �� Je TED: 51412007 _0, V�O� \ z' I \ PP L I� L� \� °D�OV d\6 \\ \ \\Q x - L L LLL I�L r0 O 1,4- n O O 94Q� 9 0 � xi�V Y 05� -' 1 \ 5 POINT „A"/ _,�� Ry0 I �S L IL IL� L IL� _ \ L I� 1� L L 144.3 �) -A A r -R I'I- p\h o 11R -Q)/ B��FV O r \ L L L L. I V I L_ I N l u1"`[[[ _ l%-�a �' op O 88 G�v tkt) \\ 96 O�Jx \ \ / RBm=9329 S� S� m ^ - � � d\�• �� 9a.S6 \ 940 - 1� L L I� / h,- 93C4 �5V1/ � Q / /� S b lx \.S L L I� L- L I- 940 `9 L L L L - L L JUI I L_L_IVN:L-'\IV I/ -\L �f c / c / 9c /, F /! CO / FIELD CREW NO. BY DATE ALL DRAWN BY DBP CHECKED BY DBP DATE .:L_.JU1vv V/ I� L L I i� \f \ \ �IG �lTv yea E - \\ L L L L L I� / /% Q\R j LG 9}�' \ / I� L L L LLL CBS Rim=938.6 A\ L L L L - L Inv=933.] - L L.� L L L LL REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. OERS SORT. w N SATHRE-BERGQUIST, INC. C3 ,,,, }' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M �Q- 04,�Rs ?,_T1 F� M CATCH BASIN Q FLARED END SECTIOIN D4 Zc < l c HYDRANT / 9 P • SURVEY MONUMENT FOUND 9 o� SURVEY CONTROL POINT GAS- 00 1D, / \ Z SANITARY MANHOLE / O� SIGN G c`^1 ;£F ® �s \ STORM MANHOLE WATERMAIN YARD LIGHT / UdIvv I v I I T/\ A A/'1T/1 EDE)I r-\/ i I V IVI\J i \JI \I L_L_/\ hi- e/ � 5/ LL L �\N LL x9h1 O- (V �� 09ri'Er N �... LO rO N 11) Cq °O O V11 - I r) I O O01 Cf) L% J \ � / \\ a p If / 3 A a I o _ v r r T I nl I L- 6� L_IVI L_I V I /1 L_ 9 4 O i 5 Cm./��\6 =9325 \ x ~1 959 e S mr/a/app / \5� J U I I 5y9 I� / 0ti Y Q ' / LL �9 / / \ x91 SO O m O rT- /N/\N Ir-\/lA AIR III INA N I/1 'I v\J Iv v l/ IVI I I N I U IVI IV\/. I x: DESCRIPTION OF PROPERTY SURVEYED (Per Smhedule A of the herein referenced Title Commitment) Those parts of the following described land That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer f c o said Southeast. Quarter; n n,a um g g o a assumed bearing of North 89 do rees 00 minutes 25 seconds West along rt ' Q g g o g the North hoc of said Southeast Quarters distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet thence gc ee Soutlh 33 degrees 02 minutes 36 seconds East a distance of .63 feet; thence N 39 c e ee orthcasterl along anon -tan corial curve concave to the g , Y g 8 Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distancef o 323.97 feet; thence South 35 degrees 0 rocs 3 minutes 24 seconds West a distance of 22.98 feet thence Southwesterly 120 4 f c .3 eat along a tangential curve to the ri ht havi a radius 8 Y g g g ng of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds g co ds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of I2.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North Ol degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencinga the Northwest est comer of the Southeast Quarter of Section I S Township 116 North Range 23 West of the 5th Principal Meridian; Qthence on an assumed bearingof South 89 degrees 00 P g P g minutes 25 seconds East along o the North lint of said Southeast uartcr, a distance f 1 s c o 7 8.45 feet to the point of beginning of the centerline to bedescribed; t g Q p hence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees I I minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 4 s 3 minutes 33 seconds West, a distance of 513.32 feet; then 1 cc South 0 degree 27 minutes 58 seconds East a distance of 14 7 t� &re 8. 8 fee thence South OS degrees 14 minutes 8 g 13 seconds West a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds W t es , a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of40.1 I feet; thence South 10 degrees 58 minutes 44 seconds onds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South Ob degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South e 33 degrees es 58 minutes 55 seconds East a distance f .2 feet t, grc s ee o 3 7 cc to a point on the Northerly line of the Milwaukee, SL Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line them terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence Qu Q e North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Beginning at the East Quarter comer of said Section I S- thence out 8 g Q South 00 degrees 44 minutes 16 seconds East assumed bearing on [h cast line me of said Southeast Quarter of Section 15 a n of 7l.55 distance o 71.55 fact to the g Q souther! bounds of the above described land and the Northerly Y c I line of the Milwaukee SL Paul and Pacific Railroad; tit boundary ad ante South 56 degrees 57 minutes 24 seconds West n th Y o c souther! bounds of the above Bre Y boundary described land and c tit Norther! line of the Milwaukee t P S , Paul and Pacific Railroad 275.41 feet thence North Y 33 degrees 33 minutes 56 seconds West, 81.43 feet; thence 8 c North Sb degrees 26 minutes 04 seconds East, 58.06 feet; thence North 33 degrees 33 minutes 56 seconds West, 144.45 feet; thence North 04 degrees 06 minutes 22 seconds East, 85.61 feet; thence North 40 degrees 40 minutes 24 seconds East, 162.97 feet; thence North 65 degrees 47 minutes 34 seconds East, 210.52 feet to the cast line of said Southeast Quarter of the Northeast Quarter of Section 15; thence South 00 degrees 24 minutes 31 seconds East on said cast line, 293.91 feet to the point of beginning. NOTES I) Site Address: Unassigned, Chanhassen, Minnesota. 2 Flood Zone Information: This a e h s roc appears to lie in Zone A Areas with a I /o annual chance of flooding and a 26 chant property rtY Pp /o c of flooding over the life of a 30 -year mortgage. B (ecausc detailed analyses are not g g YY performed for such areas n t o depths or base (food elevations h P s arc shown within these zones. and C Areas outside the 1- er nt nn p cc annual chance floodplain, areas of 1 % annual h ( p p , a a chance sheet Flow flooding where average depths are less than I foot, areas of 1 % annual chance stream flooding where the contributing drainage area is less than I square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2, 1979. 3) Parcel Area Information: Net: 87,8781 sq. ft. - 2.0171 acres R/W: 16,835± sq. ft. - 0.387± acres Gross: 104,713±sq. ft. - 2.404± acres 4) Site Elevation: Elevations are based on Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. TNH = 948.99 feet (NGVD29) 5)Wetland shown hereon were delineated by Kjolhaug Environmental Services Company on September 15, 2006. No current delineation was prepared_ / I \ N z I. 1 L L W !p A\�< I� 'ih w O - --� U N W I. �/� �� TNH= - / oo ,n I v m 93 8 O LnPE Z� 1 x �� I �co y9r-� o l /ST" l I ID \ O ) I ST Rvm-940A9@dg'4 -- DIG -- I I � 6\� � I � u7 d 50 Ow o - %Z 25 S 0 1 E� O s /9a A I x951=0 I �q (� , \� I \\ n4xA�k \ iI I I_I� I x 33 -- �=�.-- 0 ------ / 0 FF [ x94 - _ I I IW I I-rl a F I / sT �� ,439 \ \\\ \\ I I I I J o V /2 O \p VJ I v 4 I L not F r� C;15 Q / �hxy4�9 \ x951 l WVq - ;! LLL 71 -94\�/ \ \ x9p9\ \ L LLL STMH Rim=943..0 ,,// I-LLr-flLLL - \ Inv 936.9 EASEMENT F% DRAINAGE & L L L Lr L \ \/TlLI TY PURPOSES PER I'L IIIA LL OPCUMENT MBEIt�T 163779, L L L L LL r� -fir\- �� Je TED: 51412007 _0, V�O� \ z' I \ PP L I� L� \� °D�OV d\6 \\ \ \\Q x - L L LLL I�L r0 O 1,4- n O O 94Q� 9 0 � xi�V Y 05� -' 1 \ 5 POINT „A"/ _,�� Ry0 I �S L IL IL� L IL� _ \ L I� 1� L L 144.3 �) -A A r -R I'I- p\h o 11R -Q)/ B��FV O r \ L L L L. I V I L_ I N l u1"`[[[ _ l%-�a �' op O 88 G�v tkt) \\ 96 O�Jx \ \ / RBm=9329 S� S� m ^ - � � d\�• �� 9a.S6 \ 940 - 1� L L I� / h,- 93C4 �5V1/ � Q / /� S b lx \.S L L I� L- L I- 940 `9 L L L L - L L JUI I L_L_IVN:L-'\IV I/ -\L �f c / c / 9c /, F /! CO / FIELD CREW NO. BY DATE ALL DRAWN BY DBP CHECKED BY DBP DATE .:L_.JU1vv V/ I� L L I i� \f \ \ �IG �lTv yea E - \\ L L L L L I� / /% Q\R j LG 9}�' \ / I� L L L LLL CBS Rim=938.6 A\ L L L L - L Inv=933.] - L L.� L L L LL REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. OERS SORT. w N SATHRE-BERGQUIST, INC. C3 ,,,, }' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M �Q- 04,�Rs ?,_T1 WPA 16 - RGE.23 - SEC.15 CARVER COUNTY Chanhassen, MINNESOTA aeadngs are a ed on the Carver County C-,dlnale System (NAD 63-1966 ad).) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND O A/C UNIT � CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER 0 ELECTRIC MANHOLE OE ELECTRIC METER p GAS METER OO GAS VALVE ----GUARD RAIL ❑D HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE T❑ TELEPHONE PEDESTAL TRAFFIC SIGNAL O UTILITY MANHOLE ❑D UTILITY PI.DESTAL a WELL BITUMINOUS CAST IRON MONUMENT M CATCH BASIN Q FLARED END SECTIOIN D4 GATE VALVE < �tv DT HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT GAS- r 1D, POWER POLE -rte--r SANITARY MANHOLE SANITARY CLEANOUTL SIGN ,972.5 c`^1 ;£F ® STORM DRAIN sr STORM MANHOLE WATERMAIN YARD LIGHT WPA 16 - RGE.23 - SEC.15 CARVER COUNTY Chanhassen, MINNESOTA aeadngs are a ed on the Carver County C-,dlnale System (NAD 63-1966 ad).) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND O A/C UNIT � CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER 0 ELECTRIC MANHOLE OE ELECTRIC METER p GAS METER OO GAS VALVE ----GUARD RAIL ❑D HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE T❑ TELEPHONE PEDESTAL TRAFFIC SIGNAL O UTILITY MANHOLE ❑D UTILITY PI.DESTAL a WELL BITUMINOUS CAST IRON MONUMENT M CATCH BASIN Q FLARED END SECTIOIN D4 GATE VALVE < GUY WIRE DT HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT GAS- LIGHT POLE 1D, POWER POLE -rte--r SANITARY MANHOLE SANITARY CLEANOUTL SIGN ,972.5 GROUND ELEVATION ® STORM DRAIN sr STORM MANHOLE WATERMAIN YARD LIGHT WPA 16 - RGE.23 - SEC.15 CARVER COUNTY Chanhassen, MINNESOTA aeadngs are a ed on the Carver County C-,dlnale System (NAD 63-1966 ad).) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND O A/C UNIT � CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER 0 ELECTRIC MANHOLE OE ELECTRIC METER p GAS METER OO GAS VALVE ----GUARD RAIL ❑D HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE T❑ TELEPHONE PEDESTAL TRAFFIC SIGNAL O UTILITY MANHOLE ❑D UTILITY PI.DESTAL a WELL BITUMINOUS civ CABLE TV - CONCRETE CURB CONCRETE 9so _ CONTOUR EXISTING CONTOUR PROPOSED DT DRAIN TILE ELc ELECTRIC UNDERGROUND -X-X- FENCE o FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHIJ OVERHEAD UTILITY -rte--r RAILROAD TRACKS SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND UTILITY UNDERGROUND uTL- WATERMAIN FILE NO. Certificate of Survey 49370-001 Prepared For 2 Richard Lamettry -,CANNED, 11 3 STMH Rim -946.5 / SO s \ 6.. L 'T !6 0b� �ry4yOa\g 6 I v sr < < / / Q 5 TMH I I !n Rim=946.4 I - / / Inv -0.0 I I 'o T x I�Lb M I 5 H 9 mI LI b / / 8"PVC SAN n � /x9ti`" / / °j "7 / / / S > > G�bo `L \ k / / / (j x (t CJ 1 l xa4}1 //// / / _ I _ L // / /-x 49 9 /// / / / / / / / / x9g93 I M / L x 0 1 H CNA 0 I c� LL x9\ // // / // / / / m z 9h\ \ xn Ix IIY /I /��qV 4 x9��ry" / \ 1 I n I � g5\1 46 Q as 1 9p9 � A vi h � p°h\\ / / / x95•t4 \ \ x \h A� A 52 \ \ \ \ \ \ I SVH Rim \a R m=953.9'. 9 X39 \ r�nnlnrinnlnln Inn nlrl � �� \��T u l/ IN U U IVI I I N I U IVI INU. Iv IJI \\Qn \ g 7 � 11 Ih A N Irl 'I \ FIELD CREW NO. BY DATE ALL DRAWN BY DBP CHECKED BY DBP DATE 08/26/14 s 's 6 y46 d D N CBS Rim=946.1 - Inv=0.0 r s PARK r12 -DIP WM- A CBS Rim=0.0 nv=0.0 x95}. 0 s / F QG \ 9 \9 \ 5 / -7b- � � 6 A I IT/1C'\!. A A r-\ r\ L 0, ) Fi I r -v 2 \ �51gS o5 yo 4� I S 9046'08''F/ f U I VJ �VI\J V I I \I L -L -i\ \550%IN6 _ 63.07 o O �C� 6 025\5�- J' CBS Rm=932.7 c� ah' iNH= - 6_-/-\I AF - N ITAI Inv -927.9y CBS ~ 5�� 1956.7 9 J _-_ __- �GI F1 .: V I L L I L_ I N I f -A L R m 6 /I\mcg�30/I x%6T TNH- 952 9 0 I xl5ry REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES. AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC:. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) Those parts of the following described land: That pan of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer of said Southeast Quarter, thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 f .6 feet' thence Northeaster) along a non -tan cntial curve concave to thc degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance o 39 3 y o g g 3 minutes t seconds East a distance of 394.93 feet thence North 56 degrees 57 minutes 24 seconds East not Northwest having a radius of 1859.86 feet; a chord beating of North 49 degrees u cs 26 sec gr tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius tangent t ldescribed curve a distance of 1319.26 feet thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tang o last s feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 01 degree 15 minutes 22 seconds West a distance of 72.51 feet along the cast line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to casement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: West h 5th Principal Meridian' thence on an assumed bearing of South 89 degrees 00 Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116 North, Range 23 Wes of c 5 p g g t terlin t c described; thence South 03 degrees 14 minutes 54 seconds minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of he ccn cob d s gre West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 f thence South 04 degrees 40 minutes 40 seconds East a distance of degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11-25 feet; the a gre , 71.53 feet thence South 08 degrees 34 minutes 33 seconds West a distancetenet of 513.32 feet thence South 01 doBrec 27 minutes 58 seconds Cast a distance of 148.78 feet; thence South 08 degrees ees 14 minutes South s 1 minutes 30 seconds West, a distance of 95.70 feet feet; thcncc South 30 degrees 49 minutes 36 seconds West a distance of 256.50 feet thence Sou 30 degrees 2 l3 seconds West, a distance of 114.78 So g SI' , thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest comer of the above described property, as measured along said Northerly Railroad line, and said line there terminating. I North, Range 23 West of the 5th Principal Meridian described as: That rt of Southeast manor of the Northeast Quarter of l5 Township 16 0 Tha pa o Qt Q P , g Pa Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Quarter of Section I S a distance ci 71.55 feet to the 44 minutes 16 seconds East assumed bearing on the east lint of said Southeasta Commencing at the East Quarter comer of said Section 15; thence South 00 degrees gQ 4 n West n the souther) bounds of the above St Paul and Pacific Railroad thence South 56 degrees 57 minutes 2 seconds o boundary of the above described land and the Norther) line of the Milwaukee boundary southerly bou ary y , g Y h North 56 degrees 26 minutes 04 seconds t thence North 33 degrees 33 minutes 56 seconds West 294.21 feet thence described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, 409.42 feet; g East, 192.06 feet; thence South 33 degrees 33 minutes 56 seconds East, 69.56 feet; thence North 04 degrees 06 minutes 22 seconds East, 85.61 feet; thence North 40 degrees 40 minutes 24 seconds East, 162.97 feet to the point of beginning; thence North 33 degrees 33 minutes 56 seconds West, 300.35 feet; thence northeasterly on a non-tangential curve, concave to the southeast, 452.94 feet to the east line of said Southeast Quarter of the Northeast Quarter of Section 15, said curve has a radius of 2814.79 feet, a central angle of 09 degrees 13 minutes l 1 seconds and a chord of 452.45 feet which bears North 51 degrees 39 minutes 53 seconds East; thence South 00 degrees 24 minutes 31 seconds East on said east line, not tangent to the last described curve, 444.60 feet; thence South 65 degrees 47 minutes 34 seconds West, 210.52 feet to the point of beginning. ALTA/ACSM OPTIONAL TABLE A NOTES (The following items reference Table A optional survey responsibilities and specifications) 1) Site Address: Unassigned, Chanhassen, Minnesota 00 - h life f car mortgage. Because detailed analyses arc not chance of flooding and a 26 /o chance of flooding over the fe o a 30- 2) Flood Zone Information: This property appears to he in Zone A(Areas with a 1 /o annuala g g yY performed for such areas; no depths or base flood elevations are shown within these zones.) and C (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2, 1979. 3) Parcel Arca Information: Net: 91,332,+ sq. ft. - 2.097± acres R/W; 21,9474, sq. ft. - 0.504+acres Gross: 113,279-+ sq. ft. - 2.6014, acres 4) Site Elevation: Elevations are based on Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. TNH = 948.99 feet (NGVD29) 5) Wetland shown hereon were delineated by Kjolhaug Environmental Services Company on September 15, 2006. No current delineation was prepared. O tO SURVEY LEGEND Li W A/C UNIT I- BITUMINOUS (V to ZA BJ CATCH BASIN Cl CABLE TV PEDESTAL to 0 O O N Z y FO -1 C5 Z �l U 0 O N CONCRETE W F I O.. A Z W T w a W © GAS METER �I�o-� CONTOUR PROPOSED y Q v.s \ n Jai - O SURVEY MONUMENT SET © GAS VALVE W O A E h P Esc ELECTRIC UNDERGROUND 0 /I Q SURVEY CONTROL POINT HAND HOLE /I /1 /I /1 LIGHT POLE OH SOIL BORING FO FIBER OPTIC UNDERGROUND / 9529 x95}. 0 s / F QG \ 9 \9 \ 5 / -7b- � � 6 A I IT/1C'\!. A A r-\ r\ L 0, ) Fi I r -v 2 \ �51gS o5 yo 4� I S 9046'08''F/ f U I VJ �VI\J V I I \I L -L -i\ \550%IN6 _ 63.07 o O �C� 6 025\5�- J' CBS Rm=932.7 c� ah' iNH= - 6_-/-\I AF - N ITAI Inv -927.9y CBS ~ 5�� 1956.7 9 J _-_ __- �GI F1 .: V I L L I L_ I N I f -A L R m 6 /I\mcg�30/I x%6T TNH- 952 9 0 I xl5ry REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES. AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC:. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) Those parts of the following described land: That pan of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer of said Southeast Quarter, thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 f .6 feet' thence Northeaster) along a non -tan cntial curve concave to thc degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance o 39 3 y o g g 3 minutes t seconds East a distance of 394.93 feet thence North 56 degrees 57 minutes 24 seconds East not Northwest having a radius of 1859.86 feet; a chord beating of North 49 degrees u cs 26 sec gr tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius tangent t ldescribed curve a distance of 1319.26 feet thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tang o last s feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 01 degree 15 minutes 22 seconds West a distance of 72.51 feet along the cast line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to casement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: West h 5th Principal Meridian' thence on an assumed bearing of South 89 degrees 00 Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116 North, Range 23 Wes of c 5 p g g t terlin t c described; thence South 03 degrees 14 minutes 54 seconds minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of he ccn cob d s gre West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 f thence South 04 degrees 40 minutes 40 seconds East a distance of degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11-25 feet; the a gre , 71.53 feet thence South 08 degrees 34 minutes 33 seconds West a distancetenet of 513.32 feet thence South 01 doBrec 27 minutes 58 seconds Cast a distance of 148.78 feet; thence South 08 degrees ees 14 minutes South s 1 minutes 30 seconds West, a distance of 95.70 feet feet; thcncc South 30 degrees 49 minutes 36 seconds West a distance of 256.50 feet thence Sou 30 degrees 2 l3 seconds West, a distance of 114.78 So g SI' , thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest comer of the above described property, as measured along said Northerly Railroad line, and said line there terminating. I North, Range 23 West of the 5th Principal Meridian described as: That rt of Southeast manor of the Northeast Quarter of l5 Township 16 0 Tha pa o Qt Q P , g Pa Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Quarter of Section I S a distance ci 71.55 feet to the 44 minutes 16 seconds East assumed bearing on the east lint of said Southeasta Commencing at the East Quarter comer of said Section 15; thence South 00 degrees gQ 4 n West n the souther) bounds of the above St Paul and Pacific Railroad thence South 56 degrees 57 minutes 2 seconds o boundary of the above described land and the Norther) line of the Milwaukee boundary southerly bou ary y , g Y h North 56 degrees 26 minutes 04 seconds t thence North 33 degrees 33 minutes 56 seconds West 294.21 feet thence described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, 409.42 feet; g East, 192.06 feet; thence South 33 degrees 33 minutes 56 seconds East, 69.56 feet; thence North 04 degrees 06 minutes 22 seconds East, 85.61 feet; thence North 40 degrees 40 minutes 24 seconds East, 162.97 feet to the point of beginning; thence North 33 degrees 33 minutes 56 seconds West, 300.35 feet; thence northeasterly on a non-tangential curve, concave to the southeast, 452.94 feet to the east line of said Southeast Quarter of the Northeast Quarter of Section 15, said curve has a radius of 2814.79 feet, a central angle of 09 degrees 13 minutes l 1 seconds and a chord of 452.45 feet which bears North 51 degrees 39 minutes 53 seconds East; thence South 00 degrees 24 minutes 31 seconds East on said east line, not tangent to the last described curve, 444.60 feet; thence South 65 degrees 47 minutes 34 seconds West, 210.52 feet to the point of beginning. ALTA/ACSM OPTIONAL TABLE A NOTES (The following items reference Table A optional survey responsibilities and specifications) 1) Site Address: Unassigned, Chanhassen, Minnesota 00 - h life f car mortgage. Because detailed analyses arc not chance of flooding and a 26 /o chance of flooding over the fe o a 30- 2) Flood Zone Information: This property appears to he in Zone A(Areas with a 1 /o annuala g g yY performed for such areas; no depths or base flood elevations are shown within these zones.) and C (Areas outside the 1 -percent annual chance floodplain, areas of 1 % annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2, 1979. 3) Parcel Arca Information: Net: 91,332,+ sq. ft. - 2.097± acres R/W; 21,9474, sq. ft. - 0.504+acres Gross: 113,279-+ sq. ft. - 2.6014, acres 4) Site Elevation: Elevations are based on Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. TNH = 948.99 feet (NGVD29) 5) Wetland shown hereon were delineated by Kjolhaug Environmental Services Company on September 15, 2006. No current delineation was prepared. tA\0 Beatings are based on the Carver Cwnty coordinate System (NAD 83-1986 ad.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND CAST IRON MONUMENT W A/C UNIT I- BITUMINOUS ZA BJ CATCH BASIN Cl CABLE TV PEDESTAL -CTV- CABLE TV _ c I SL Q FLARED END SECTION C CONCRETE CURB �l I N N CONCRETE I O.. EO ELECTRIC METER 96o - - CONTOUR EXISTING T .. -+ --- © GAS METER �I�o-� CONTOUR PROPOSED y S C v.s \ n Jai - O SURVEY MONUMENT SET © GAS VALVE M A E • SURVEY MONUMENT FOUND P Esc ELECTRIC UNDERGROUND Q SURVEY CONTROL POINT HAND HOLE -X-X- FENCE tA\0 Beatings are based on the Carver Cwnty coordinate System (NAD 83-1986 ad.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND CAST IRON MONUMENT W A/C UNIT I- BITUMINOUS BJ CATCH BASIN Cl CABLE TV PEDESTAL -CTV- CABLE TV Q FLARED END SECTION l] ELECTRIC TRANSFORMER CONCRETE CURB N GATE VALVE OO ELECTRIC MANHOLE CONCRETE < GUY WIRE EO ELECTRIC METER 96o - - CONTOUR EXISTING �(f HYDRANT © GAS METER �I�o-� CONTOUR PROPOSED O SURVEY MONUMENT SET © GAS VALVE Dr DRAIN TILE • SURVEY MONUMENT FOUND - - - - GUARD RAIL Esc ELECTRIC UNDERGROUND Q SURVEY CONTROL POINT HAND HOLE -X-X- FENCE LIGHT POLE OH SOIL BORING FO FIBER OPTIC UNDERGROUND TO, POWER POLE TREE CONIFEROUS GAS GAS UNDERGROUND Q SANITARY MANHOLE TREE DECIDUOUS OHu OVERHEAD UTILITY 50 ----- Q SANITARY CLEANOUT- O TELEPHONE MANHOLE m RAILROAD TRACKS SIGN O TELEPHONE PEDESTAL > SANITARY SEWER ,972.5 GROUND ELEVATION TRAFFIC SIGNAL >' STORM SEWER ® STORM DRAIN (9) UTILITY MANHOLE fELTELEPHONE UNDERGROUND sr STORM MANHOLE ❑o UTILITY PEDESTAL 11TL UTILITY UNDERGROUND 7U �J YARD LIGHT O WELL ---- WATERMAIN I TWP.116 - RGE.23 - SEC.15 FILE NO. ERS s� CARVER COUNTY Certificate of Survey 49370-001 BOOK XPAGE XXX XX/ SATHRE-BERGQUIST, INC. Chanhassen, Prepared For SCANNED 3 m+ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 Richard Lamettry W MINNESOTA c�ER g I 113'-6 q" FLOOR PLAN (NORTH BUILDING) CITY OFCH"ASSEt4 RECEIVED JUN 19 2015 CHANHA$3ENP4A%14gfn ISSUE PREL: JUNE 16, 2015 REVISIONS Re-TWITROYA SHEET # A2 OF A5 SOUTH ELEVATION SCALE: 1/5" = I'-0 MECHANICAL SCREENING r.. A I � . - PIERS SANDWICH PANELS WITH AGGREGATE FINISH EAST ELEVATION FACING AUDUBON ROAD SCALE: 1/5', = I'-6 rHt = BRICK PIERS NORTH ELEVATION WEST ELEVATION SCALE: 1/8" = 1'-0" ISSUE PRELIM: JUNE 16, 2015 JOB # 131068 SHEET # A3 lely_X:/ NORTH EAST VIEW OF NORTH BUILDING LAMETTRY NORTH 5UILDING PRELIMINARY JULY 9, 2015 NORTH WEST VIEW OF NORTH BUILDING= LAMETTRY NORTH 5UILDING PRELIMINART JUNE 16, 2015 11 VL VL VI\ SITE PLANTING LEGEND Buffer Requirement: East side of property ='Buffer RV every 100 9. - 2 Canopy Trees - 4 Understory, Trees 6 Shrubs North 8 West side of property ='Buller A' for every 100 K - 1 Canopy Tracts - 2 Understory Tmes 3 shrubs CITY OF CHANHASSEC RECEIVED JUN 19 2015 CHANHASUN PLANNING DEPT SCANNED ��, MENNEN "Till IISE (NQUOWG COPVNO. MTROJMK aMONOpINfYN10E pFKOW1aTrON1 �� .... pw,y�„8,. arRa mowrernsfwenrcfo�n®wrrtwr wera,daorures Norby &Associates NORTH BUILDING PLANTING PLAN WrI3gUr SNON1TIdtQATgNCp6TRUlE3 Nl •ic6rtYMlE 1BE/M8W11 itirls� r1�Beerea3ee3rsvNOBerawssocwresuwsrssautcwrens,xc.acau-•=-- Landscape Architects, Inc. CHANHASSEN, LAMETTRY LP2 - nearnNsea3rr. Namr a wssocHTes uraarue aRcre*etre rs. re:sem�s J wTe -- - r�wmrt ro Rotn,wr nLr=crrrwre usmwcum lEtsur ra:svaraere ^"— __ __— _--__.—__—_ _ F41p41U[;ESORLOSSESRESLLTIeGeRJMaIfWiW3Eu5E ^�rpre ._ IedFm3e[Qe4SomCYrb.SQ1333181432I361-0a11 LP2 rrrrrrrrrrr rrr—rr—rrrr.--�. SITE PW/TRO LEOBIO Mar Requirement East side of property •'Buffer B' for every 100 M. - 2 Canopy Trees 4 Understory Trees 6 ShruEs North 8 West aide of property ='BURN A'tor every 100 K -1 Canopy Trees - 2 Understory Trees - 3 Shrugs clTv OF RECEIVED SEt JUN I -j ZM CHANHASSEN PLANNING DEPT m 10 0 10 ID b SME N S ET SCANNED arvrBolECT xa EaEto IBE IMdUONG LY>A'NG,preTRreuipn,rO,OR WnvEvuxZ Oe NEaWip10 Norby &Associates as tree mower re staicnr eawrenEn wtnlour eoaer a tisspcNTEs °N"""''a'' —_— wnsv�aE ulaarens, Nc.y Exmess vamEN wnloaiv,TaN. use SOUTH BUILDING PLANTING PLAN nmrour en®N,tndavno„caxsnluresW.l E,edmwtE use4no swu '�°^' Landscape Architects, Inc. CwwHASSEN, LAMETTRY LP1 QEG®BY TBBYNpOOfYMORBrIASSOCMTES WDSCIPEMOIRECB. NG di N1 ••®T••'i issM IiEBrOrABlR1'. NaNra,ssocinres v41pse1rE nacwrEcrs, Nc. BeseavEs MINNESOTA da 10()Ema (3.Vl4J 55318(99)361-0044 7L/P2 m / D """ ull wl r-- 4- -i SIGNAGE CAST STONE METAL CANOPY COPING TO MATCH STANDING SEAM ROOFING It *\t NORTHEAST VIEW OF SOUTH BUILDING (A) ROOFTOP HVAC UNIT CONCEALED PREFINISHED BEHIND HIP FLUSH PANEL ROOF DETAIL METAL CANOPY TIP UP INSULATED "SIGNAGE CONCRETE SANDWICH PANELS (AGGREGATE FINISH) METAL STANDING SEAM ROOFING LAP SIDING AND % TRIM p� SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY SOUTH iBUILDING PRELJMINARY : JULY 25, 2015 FACEBRICK VENEER NORTHEAST VIEW OF SOUTH BUILDING (B) LA" ETTRY SOUTH BUILDING PRELIMINARY JULY 25, 2015 NORTH EAST VIEW OF NORTH BUILDING SOUTH EAST VIEW OF NORTH BUILDING (B) LAMETTRY NORTH BUILDING PRELIMINARY JULY 25, 2015 TIP UP INSULATED CONCRETE aTAAIMIAI/ C=AM -- -- -AL LAP JD TRIM SOUTH EAST VIEW OF NORTH BUILDING (A) STANDING SEAM METAL CANOPY NORTH WEST VIEW OF NORTH BUILDING LAMETTRY NORTH BUILDING PRELIMINARY JULY 28, 2015 TIP UP INSULATED CONCRETE SANDWICH PANELS WITH AGGRAGATE FINISH PREFINISHED METAL CAST STONE FACEE5RICK VENEER FASCIE AND SIGNAGE COPING '4 Tw SOUTH EAST VIEW OF NORTH STANDING SEAM HORIZONTAL LAP METAL ROOFING AND SIDING AND TRIM ANGLED FASCIA NORTH WEST VIEW OF NORTH BUILDING STANDING SEAM METAL CANOPY LAMETTR`i' NORTH 5ULDING PREUMINARY: JUNE 20, 2015 Fi!7romosm e ■am �� loser mer mil Full ■ Boom■■■ m■mm■ uses mos un■ 11111 ■■ o■■■m mos mos mos 1111. NORTH WEST VIEW OF NORTH BUILDING STANDING SEAM METAL CANOPY LAMETTR`i' NORTH 5ULDING PREUMINARY: JUNE 20, 2015 NORTH EAST VIEW OF NORTH BUILDING LAMETTRY NORTH 5UILDING PRELIMINARY JUNE 20, 2015 BUILDING NORTH WEST VIEW OF NORTH BUILDING= LAMETTIR*r NORTH BUILDING PREUMINARI: JUNE 16, 2015 SOUTH EAST VIEW OF NORTH BUILDING NORTH WEST VIEW OF NORTH BUILDING LA" ETTRY NORTH 5UILDING PRELIMINARY JULY 9, 2015 NORTHEAST VIEW OF SOUTH BUILDING SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY 5OUTH 5UILDING PRELIMINARY JUNE 16, 2015 NORTHEAST VIEW OF SOUTH BUILDING SOUTHWEST VIEW OF SOUTH BULLRING LAMETTRY SOUTH BUILDING PRELIMINARY : JULY 9, 2015 SIGNAGE CAST STONE COPING METAL CANOPY TO MATCH STANDING SEAM ROOFING ROOFTOP HVAC UNIT CONCEALED 5EHIND HIP ROOF DETAIL PREFINISHED FLUSH PANEL METAL FASCIA METAL STANDING SEAM ROOFING LAP SIDING AND TRIM FACEBRICK vENEER IN NORTHEAST VIEW OF SOUTH BUILDING TIP UP INSULATED \, SIGNAGE CONCRETE SANDWICH PANELS (AGGREGATE FINISH) SOUTHWEST VIEW OF SOUTH BUILDING LA1" IETTRY SOUTH t5UILDINCS PRELIMINARY : JULY 28, 2015 RAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF \SE_LAMETTRY 01 NRH 06/25/15 ADDITIONAL INFO PER CITY REQUEST INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SRT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CHECKED BY — INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. NRH SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITIMATE USE. 06/17/15 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION 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. NATHAN R. HERMAN, P.E. Date: O f°/ i 8 /S— Lic. No. �i 7 y8Z �RCEL DATA - ,RCEL SIZE: 1,007,675 SF (23.11 ACRES) LOSS FLOOR AREA NORTH BUILDING: 18,290 SF (.42 ACRES) ,UTO SHOP AREA: 13,338 SF (.31 ACRES) TONDO AREA: 4952 SF (.11 ACRES) LOSS FLOOR AREA SOUTH BUILDING: 22,115 SF (.51 ACRES) ,UTO SHOP AREA: 9660 SF (.23 ACRES) :ONDO AREA: 12450 SF (29 ACRES) :RCENT OF SITE COVERED BY BUILDINGS: 4.0% :RCENT OF SITE COVERED BY PARKING AREA: 5.0% :RCENT OF SITE COVERED BY ENTRANCE DRIVE: 2.1% :RCENT OF SITE COVERED BY IMPERVIOUS AREA: 11.1% )TAL NUMBER OF PARKING SPACED PROVIDED: 72 SPOTS ;TIMATED EMPLOYEES NORTH BUILDING: 20 ;TIMATED EMPLOYEES SOUTH BUILDING: 20 WING CALCS - tVICE STATION - 4 PLUS 2 SPACES FOR EACH SERVICE STALL )RAGE - 1 PER 1000 SF RTH BUILDING: %RAGE CONDOS - 4,952 SF JTO SHOP - 13,338 SF, 8 SERVICE STALLS --Q'D SPOTS = ((5000/1000) x 1) + (4+(2x8)) = 25 PARKING SPOTS tOPOSED SPOTS = 36 DEDICATED PARKING SPOTS (34 ANDARD & 2 HANDICAP) )UTH BUILDING: %RAGE CONDOS - 12,450 SF JTO SHOP - 9,660 SF, 8 SERVICE STALLS =Q'D SPOTS = ((13000/1000) x 1) + (4+(2x8)) = 33 PARKING SPOTS tOPOSED SPOTS = 36 DEDICATEDPARKING SPOTS (34 -ANDARD & 2 HANDICAP) fE: PARKING INSIDE THE GARAGES AND INFRONT OF THE %RAGE DOORS ARE NOT COUNTED ING DATA - IOP: INDUSTRIAL OFFICE PARK DISTRICT MINIMUM LOT AREA: 1 ACRE MINIMUM LOT FRONTAGE: 150 FT MINIMUM LOT DEPTH: 200 FT MAXIMUM LOT COVERAGE: 70% MAXIMUM HEIGHT: FOUR STORIES/50 FEET FRONT YARD SETBACK: 30 FT REAR YARD SETBACK 10 FT SIDE YARD SETBACK: 10 FT CITY PROJECT NO. SATHRE-BERGQUIST, INC. v :Tt' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 CHANHASSEN CP MINNESOTA RtCelt,'E JUN 2 5 201`) +'�tH;'49EI"F'tA*INIIVO��F�,,� SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR, ALTA - MAJOR CONTOUR --- " Utility Plan LOT LINE Landscape Plan PHONE: (952) 476-6000 FAX: (952) 476-0104 WATERMAIN I I ( BUILDING SETBACK BOUNDARY RICK LAMETTRY - - -- - -- -- - - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS --------- - ------ - CURBANDGUTTER RIGHT-OF-WAY -------------- -- DRAINTILEW/CLEANOUTS ---�--- ----.---g,------ BACKYARD CATCH BASIN ..__._-.,>_®.-»_. CATCH BASIN »— STORM SEWER MANHOLE FLARED END SECTION W/RIP-RAP ---»» ------------�-y`�' STORM STUCTURE LABEL SANITARY STUCTURE LABEL t�3 5 SANITARY SEWER MANHOLE® ------ HYDRANT GATE VALVEWELL Q V DRAIN FLOW/RUNOFF ARROW - --- EMERGENCY OVERFLOW SWALE eov I�o� SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE - - - - - - - - - BARRICADE ® OR ® Tt OR SPOT ELEVATION y, 960.0 y 960,0 TBC SPOT ELEVATION .sm.aa r,ao.o UTILITY POLE LIGHT POLE HANDICAP PARKING SPACE ® Rte, SHEET INDEX TABLE SHEET Description SP Site Plan AA ALTA GP Grading Plan UP Utility Plan LP Landscape Plan PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY 3209 GALLERIA #1804 WAYZATA, MINNESOTA 55391 MINNEAPOLIS, MINNESOTA 55435 PHONE: (952) 476-6000 FAX: (952) 476-0104 PHONE: (612) 490-7790 CONTACT: CONTACT: NATE HERMAN, P.E. RICK LAMETTRY EMAIL: NHERMAN@SATHRE.COM EMAIL: RLAMETTRY@GMAIL.COM SITE PLAN 50 25 0 25 50 100 SCALE IN FEET LAMETTRY'S CHANHASSEN FILE NO. 49370-001 S /Sp „�.ruNl D z W (n U) z a _ U 0 5- H W 2 Q J O 0 0 N M d1 �t CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OR DIRECTED BY THE ENGINEER. 2. THE INLET PROTECTION SHALL BE INTO EXISTING CATCH BASINS AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER TREATMENT DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE INLET PROTECTION AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 3. BEGIN GRADING, INSTALL INLET PROTECTION. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED BASINS. 4. INSPECT BASINS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 5. ALL SLOPES 3:1 MAX (UNLESS NOTED) 6. RESTORATION -(2.1 ACRES) A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. SEED WETLAND BUFFER AREAS WITH MN/DOT 350-MESIC PRAIRIE (36.5 PLS LBS/AC) OR BWSR 35-241 SEED MIX AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (REFER TO WETLAND CREATION/BANKING PLAN FOR WETLAND SEED MIX REQUIREMENTS). C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS FOR APPROVED DEVICES. INLET PROTECTION MUST BE INSTALLED IN THE RECEIVING CATCHBASINS SOUTH OF THIS SITE. G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 7. SILT FENCE - BEFORE GRADING- 1,900 LF SILT FENCE - AFTER GRADING - 0 LF J . / wwIII WwwA 946 / // /✓/ x145 / / // // // I/ E A J� �Js2 .0 30 / q A 16 942.0 / A / �• //// //y// //// // / /// // V�+r83.4 1 9-�- / 44"/ 939.1//// �48 �3 53 / 951.0 A_ /) / , / GARAGE 5 s - - 6SH" 04, d 3/ // CONDO'S �s);n FFE-953.0 - )TORPLE DURTH GENERAL NOTES: 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5" RAIN EVENT. A COPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BASIS. 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE, INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT & A FINAL INSPECTION REPORT. 4. A 1 %2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. (SEE DETAIL) 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND STREET AREAS THROUGHOUT CONSTRUCTION. 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 8. BUILDING PADS ARE 60' DEEP, UNLESS OTHERWISE NOTED. THE FRONT AND REAR BUILDING PAD LINES ARE SHOWN ON THE (PLAN. THE ENGINEER SHOULD BE CONTACTED IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING BUILDING PADS. REAR PAD ELEVATIONS SHOULD BE ESTABLISHED BASED OFF THE 2:1 SLOPE FROM THE 26' FLAT BENCH, OR AT MOST 50' BEHIND FRONT OF PAD. DURTH AE_NITA SUPPL S F, o� �QG °0000°1 ROCK ENTRANCE BERM ------ SILT FENCE ------ POST GRADING SILT FENCE BIO -ROLL W CONCRETE WASHOUT 0 INLET PROTECTION LLLLLLa tttttLtLLELLL, WOODFIBER BLANKET tttttLLttta Q I' OIT1r RSC!°U 3Ec" / JUN 2 5 2015 V t'HAWPg8 \I PLANNING OFIl x 900.0 =TOP BACK OF CURB ELEV. x 900.0 =GUTTER/BIT ELEV. 30 15 0 15 30 60 "Ism IN SCALE IN FEET DRAWING NAME EZOP� UO 1"-2" CLEAN CRUSHED ROCK 15 0. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS AM A DULUT DY REGISTERED PROF SSIONAL ENGINEEIRIBY ME OR UNDER MY DIRECT OUNDER THEN AND T I LAWS OF THE STATE O MINNESOTA. �N�rH�ryc CITY PROJECT NO. Oq 6"MIN.DEPTH FOR ROCK X00 10"MIN.DEPTH FOR WOODCHIPS Gyps 01 � 0� MINIMUM 18" MINIMUM CUT OFF BERM y0 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. anoF an ROCK SRT CONSTRUCTION ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT P1ATE NO.: 5301 FILE NAME: G: NG SPECS 5301 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS ,.ga owes ac spa nwammvmnx qw IVrOm . Mvc ma I,EIOM IMO WA MY9 C^Y" Ila m D1.1- YiE1Y FIGIM WA U M IB24-.9 xID�"1x sIMN MARK Nw, m cwaod. T c w mnR) 0.70, m O r XF/D WtlMUM a.RLpM MRC 3.94 M O 11• M:1D MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 -CENTER OF FILTER ASSEMBLY OVERFLOW 2 -TOP OF CURB BOX 10" FILTER ASSEMBLY CURB _ CG -23 HIGH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. QfI=OF CATCH BASIN SEDIMENT TRAP REVISED: 1-10 1ENGINEERING DEPARTMENT PUTE NO.: 5302A FILE NAME: G: ENG SPECS 5302A 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING 5 FT. MIN. LENOTH STEEL POST AT B FT. MAX. SPAgNC Gg[(jTEXXnT�LE FABRIC 35 WIDE FABRIC PLASTIC MP TES /36 WIDE PLASTIC ZIP TES v.1DE (60 I.B. TENSILE) CAAGE (60 W. TENSILE) q�p1�A6NAC LOCATED IN TOP B" LOCATED IN TOP 8" TRNP TRE COMPACTION ZONE NATURAL WL FLOW ROWROW ROW ^ B"MIN. � � � 5 I? b Z B"MIN. MACHINE SLICE b 12" DEPTH N a SILT FENCE, MACHINE SLICED Ot ® SILT FENCE, HEAVY DUTYO® 5 FT, MIN. LENGTH STEEL POST GEOTEXTLE FABRIC AT 6 FT, MAX. SPACING 36" NIDE STAPLES `FABRIC ANCHORAGE TRENCH. BACKFILL WIT4 TAMPED NATURAL SOIL to 0z FLAW t// z_ SILT FENCE TO BE PLACED ,W fi• ON CONTOUR. SEE %OPE/GRADE apes N, NO LENGTH CRITERIA BELOW SILT FENCE, SEM LED VARA SLOPE SLOPE GRADE MA% LENGTH LESS TUN 2X 100 FEET 2 - 5.% 75 FEET 1-10% 50 FEET yD 10 - 20 X 25 FEET HLT FENCE PER NNDOT SPECS, SOURCE 2005 GREATER THAN 2OX IS FEET SEE SPECS. 2573 k 3686. LOCATION OF SILT FENCE 1� To Protest Aroo From Sheet Flow FOR SEDIMENT CONTROL Q Maximum ContrW tlnq Area: 1 Acre SLOPE VARI DESIRABLE SILT FENCE NEAR TOE OF 1.6 SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL SILT ��Lp��yyp�op��py vUenumwGn FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PUTE NO.: 5300 FILE NAME: G. ENC SPECS 5300 30 15 0 15 30 60 "Ism IN SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF SATOHREABERGQUIST,TION) OF I NCRsOEXPRESS WRITTEN DUCT IS STRICTLY AUOTHIORIZABITED TION OUSE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING7fZ- FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS AM A DULUT DY REGISTERED PROF SSIONAL ENGINEEIRIBY ME OR UNDER MY DIRECT OUNDER THEN AND T I LAWS OF THE STATE O MINNESOTA. w� m SATHRE-BERGQUIST, INC. o ',A, '° 150 SOUTH BROADWAY WAYZATA,MIN.55391 (952)476-6000 m CO �� c�FRs P1 11 `' CITY PROJECT NO. GRADING & EROSION CONTROL PLAN , LAMETTRYS CHANHASSEN RICK LAM ETTRY FILE NO. 49370-001 BASDRAWN 01 NRH 06/25/15 ADDITIONAL INFO PER CITY REQUEST gYRY HANHASSEN, MINNESOTA SRT GP /"` p G r CHECKED BY NRH DATE NATHAN R. HERMAN, P.E. �� c18� Date: O ( 8 S Lic. No. 06/17/15 _ SCANNED I 0 3. 4. 5. 6. 7. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE, C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A 10. ALL SEWER SERVICES ARE LOCATED AT LEAST 3 FEET DOWNSTREAM OF SCH 40 LATERAL TO THE STUB. WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE 11. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. STUB, EXCEPT AS OUTLINED ABOVE. DIA. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS INV CASTING PROJECT. WATERMAIN SERVICES SHALL BE 6" DIP. 942.7 48" 7.2' 12. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL CBMH "SPECIFICATIONS" SHALL GOVERN WITH THE EXPECTION OF THE SANITARY BOLTS USED SHALL BE STAINLESS STEEL. 3.2' SEWER AND WATERMAIN SERVICES. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 13. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). 949.9 48" ALL 16" WATERMAIN SHALL BE PVC C905 (DRIB). ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. R-1462 A4 STMH 14. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE 944.00 CONNECTION POINTS FOLLOWING INSTALLATION OF PIPE TO PROTECT STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. CB EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL 2'x 3' 3.6' REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. A6 CBMH 950.6 15. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK R-3067VB LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAINI CONNECTION. TO THE WATERMAIN TEE IBY MEANS OF APPROVED MEGALUGS UNLESS 941.6 48" OTHERWISE NOTED. 936.30 R-3067VB )TORPLE DURTH SUPPL` CBS Rim=932.7 h,=427.9 N TAL IRAWING NAME NO. BY DATE I REVISIONS 4SE_LAMETTRY 01 NRH 06/25/15 1 ADDITIONAL INFO PER CITY REQUEST DRAWN BY SRT CHECKED BY NRH DATE STRUCTURE SCHEDULE Structure Name TYPE RIM DIA. HEIGHT INV CASTING Al STMH 942.7 48" 7.2' 935.50 R-1462 A2 CBMH 943.9 48" 3.2' 940.70 R-3067 A3 STMH 949.9 48" 63 943.58 R-1462 A4 STMH 950.7 48" 67 944.00 R-1462 A5 CB 949.9 2'x 3' 3.6' 946,30 R-3067 A6 CBMH 950.6 48" 6.6' 944.00 R-3067VB B1 CBMH 941.6 48" 5.3' 936.30 R-3067VB B2 CB 941.6 2'x 3' 3.1' 938.50 R-3067VB C1 CBMH 949.1 48" 82 940.95 R-3067VB C2 CBMH 951.3 48" 3.9' 947.40 R-3067 C3 CB 950.6 2'x 3' 3.0' 947,60 R-3067VB DI CBMH 950.0 48" 7.0' 943.00 R-3067VB D2 CB 950.0 2'x 3' 3.0' 947.00 R-3067VB DURTH JJ SUPPL INV: 946.0 S I'-15"RCP /% @ 0.31 %�V/. " 845.6 sw 7X OVERFLOW IN �xL . A C N I T I .. INI\/• ad3 a F USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE Of MINNESOTA. INDEMNIFY SATHRE-BERGQUIST, INC, OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. NATHAN R. HERMAN, P.E. Date: O 0 (8 f I S Lic. No. L(779-?- STRUCTURE -(7%BZ / oGoy F �o 11 LTA I I .. m kyll --m-kaellingi NOTE: TOP CASTING -949.1 5" -HDPE -946A 15" -RCP -946.0 ie=0 I Face of Curb 0.50, NI :• Catchbasin casting and grate Neenah •' 9 ° .7 15" -INLET TOP WEIR -938.2 & OUTLET BOTTOM ROCK -945.5 -' Lw 1 1 OUTLET SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 [SWTH CHAMBERSAi NOTE: TOP CASTING -942.7 used at all low points. .iv.� .ww"vry I Face of Curb 0.50, NI B Catchbasin casting and grate Neenah R3067 -V or equal to be 2" below 3" radius curb box. grade. TOP WEIR -938.2 INTLET Precast concrete or -' Lw Varies OUTLET BOTTOM '• 1 �.w allowed with 1 3' minimum to 1/2" bed of mortarbetween V CtN RECEVVE �EN CNANHASSENI'IAN��pE� CITY PROJECT NO. 'HANHASSEN MINNESOTA 30 15 0 15 30 60 SCALE IN FEET UTILITY PLAN LAMETTRY'S CHANHASSEN FILE NO. 49370-001 UP /Up SCANNED z LU fn U) S Z 2 U DO w J 0 0 CD ti M II It NOTE: 1- V Grate Shown 2- VB Grate Shown shall be used at all low points. I Face of Curb Direction of Flow NI PLAN Catchbasin casting and grate Neenah R3067 -V or equal to be 2" below 3" radius curb box. grade. nsition curb on each f catchbosin. Precast concrete or f Curb HDPE adjusting rings5JJg5 Varies Minimum of 2-2",6 1/2"maximum of 5-2"Varies concrete adjusmentrings allowed with 1 3' minimum to 1/2" bed of mortarbetween each and a6" thick concrete collarGrout on the outside. 6"Mtn. base Doghouses shall be grouted on both the//SECTION Inside and outside, NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3, No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. Cfff of STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED:1-10 ENGINEERING DEPARTMENT PLATE No.: 3101 FILE NAME: SPE S 3101 1 Compacted Backfill 12- + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + ++ + + + Embedment + + + + + + + + + + + + + + + + 5 tl + + + Material 6.. _+ + + ++++ +++ + + + + + + Foundation - I Required ��/��// see Note 1) "�c" Denotes outside dlameter of pipe NOTES: 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 MNOOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.26 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. MI of PIPE BEDDING Rum FOR P.V.C. PIPE REVISED: 2-10 ENGINEERING DEPARTMENT PLA1E �' 2203 FILE NAME: G: NG SPECS 2203 24"x36" slab opening for Neenah R3067 -V or equal ote: 1- V Grate shown Y 2- VB Grates shall be used at all low points. Neenah R3067 -V casting and grate or equal. 6° Conc. collar PLAN Minimum of 2 maximum of 5-2" adjustment rings with full �concreta bade of mortar. Nvet concrete or adjusting rings. o e. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with E 2 beads of Romnek or equal. E All joints In manhole to have •c Varies "O" ring rubber gaskets. f T-0' Typ. Precast concrete section NOTES: 5" 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps . approved. JJ •^t'.' Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for +" b each 4' of depth greater than 1 and reinforce with 6 ate 10/10 mesh. esh. 1 Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. ClfIOF TYPICAL 4' DIAMETER MMM CATCH BASIN MANHOLE REVISED: 2-10PLATE ENGINEERING DEPARTMENT NO.: 3102 FILE NAME: G: NO SPECS 3102 30 15 0 15 30 60 SCALE IN FEET UTILITY PLAN LAMETTRY'S CHANHASSEN FILE NO. 49370-001 UP /Up SCANNED z LU fn U) S Z 2 U DO w J 0 0 CD ti M II It