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CAS-18_HOLASEK BUSINESS PARKCITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/01/2019 1:07 PM Receipt No. 00415655 CLERK: AshleyM PAYEE: S & S Development 8821 Sunset Trail Chanhassen MN 55317- 8600 Shelby Court--- Holasek Business Park Building A --------------------------------------------------- Security Escrow 186,207.00 Total Cash Check 10045 Change 186,207.00 -0.00 186,207.00 0.00 �6' 4,1,04D City of Chanhassen LOC Reduction Worksheet Project Name Holasek Development Notes: LOC A 110224000 and 1447200001 Project Contact Mark Undestad - 612-803-6970 Company Eden Trace Corporation Date 8/2/20211 Prepared by JE.Henricksen Area of Security Held Initial Current Proposed % Proposed $ Held Held Approved % Held Approved $ Held Erosion Control/Restoration $ 346,390.00 $ 103,917.00 $ - 5.00% $ 17,319.50 Sanitary Sewer $ - $ - $ - $ - Watermain $ - $ - $ - $ - Storm Sewer, Drainage System, Cleaning and Maint. $ 690,576.00 $ 138,115.20 $ - 0.00% $ Streets $ - $ - $ - $ - Sub -total Construction Costs $ 1,036,966.00 $ 242,032.20 $ - $ 17,319.50 Eng, Survey and Inspection (7% of Const Costs) $ 72,587.62 $ 14,517.52 $ - 5.00% $ 3,629.38 Landscaping (2% of Construction Costs) $ 20,739.32 $ 20,739.32 $ - 25.00% $ 5,184.83 Street Lights/Signs $ - $ - $ - $ - Topsoil $ - $ $ - $ - Sub -total Other Costs $ 93,326.94 $ 35,256.84 $ - $ 8,814.21 Total Cost of Improvements $ 1,130,292.94 $ 277,289.04 $ - $ 26,133.71 110% Security Amount $ 113,029.29 $113,029.29 $ - 0.00% $ Overall Total Security Held in LOC $ 1,243,322.23 $ 390,318.33 $ - $ 26,133.71 Approved Reduction Amount $ 364,184.62 Approved Balance to be Held on LOC $ 26,133.71 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/01/2019 1:07 PM Receipt No. 00415655 CLERK: AshleyM PAYEE: S & S Development 8821 Sunset Trail Chanhassen MN 55317- 8600 Shelby Court--- Holasek Business Park Building A ------------------------------------------------------- Security Escrow 186,207.00 Total Cash Check 10045 Change SCANNED 186,207.00 0.00 186,207.00 0.00 �illy�l9 City of Chanhassen LOC Reduction Worksheet Project Name Holasek Development Notes: The total sum of the two letter of credits do not total LOC # 110224000 and 1447200001 the actual amount required in the DC. The total LOC Project Contact Mark Undestad - 612-803-6970:: from the banks is $0.05 over. Company Eden Trace Corporation Date 11/8/20191 Prepared by Area of Security Held S.Ferraro Initial CurrentdOO Proposed % Proposed $.. Held Held Approved % Held Approved $ Held Erosion Control/Restoration $ 346,390.00 $ 346,39 30.00% $ 103,917.00 30.00% $ 103,917.00 Sanitary Sewer $ $ - $ - Watermain $ $ - $ - Storm Sewer, Drainage System, Cleaning and Maint. $ 690,576.00 $ 690,57 20.00% $138,115.20 20.00% $138,115.20 Streets $ $ - $ - $ $ $ $ Sub -total Construction Costs $ 1,036,966.00 $ 1,036,966.00 $ 242,032.20 $ 242,032.20 Eng, Survey and Inspection (7% of Const Costs) $ 72,587.62 $ 72,587.62 20.00% $ 14,517.52 20.00% $ 14,517.52 Landscaping (2% of Construction Costs) $ 20,739.32 $ 20,739.32 100.00% $ 20,739.32 100.00% $ 20,739.32 Street Lights/Signs $ - $ - $ - Topsoil $ - $ - $ - $ - Sub -total Other Costs $ 93,326.94 $ 93,326.94 $ 35,256.84 $ 35,256.84 Total Cost of Improvements $ 1,130,292.94 $ 1,130,292.94 $ 277,289.04 $ 277,289.04 110% Security Amount $ 113,029.29 $ 113,029.29 100.00% $113,029.29 100.00% $113,029.29 Corrected errors from original DC $ - $ - Overall Total Security Held in LOC $ 1,243,322.23 $ 1,243,322.23 $ 390,318.33 $ 390,318.33 Approved Reduction Amount $ 853,003.90 Approved Balance to be Held on LOC 1 1 $ 390,318.33 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/01/2019 1:07 PM Receipt No. 00415654 CLERK: AshleyM PAYEE: 8610, LLP 8821 Sunset Trail Chanhassen MN 55317- 8600 Shelby Court--- Holasek Business Park Building A ------------------------------------------------------- Landscape Escrow 68,145.00 Erosion Escrow 24,510.00 Security Escrow 93,552.00 Total Cash Check 10008 Change SCANNED VIX 186,207.00 0.00 186,207.00 0.00 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/01/2019 1:07 PM Receipt No. 00415655 CLERK: AshleyM PAYEE: S & S Development 8821 Sunset Trail Chanhassen MN 55317- 8600 Shelby Court--- Holasek Business Park Building A ------------------------------------------------------- Security Escrow 186,207.00 Total Cash Check 10045 Change S_'jNNEC 186,207.00 0.00 186,207.00 0.00 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/01/2019 1:07 PM Receipt No. 00415654 CLERK: AshleyM PAYEE: 8610, LLP 8821 Sunset Trail Chanhassen MN 55317- 8600 Shelby Court--- Holasek Business Park Building A ------------------------------------------------------- Landscape Escrow 68,145.00 Erosion Escrow 24,510.00 Security Escrow 93,552.00 Total Cash Check 10008 Change 186,207.00 0.00 186,207.00 0.00 C DD c ` S 7 Z l 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2019. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall fiunish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $1,243,322.23. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $346,390.00 Storm Sewer, Drainage System, including cleaning and maintenance $690,576.00 Sub -total, Construction Costs $1,036,966.00 Engineering, surveying, and inspection (7% of construction costs) $72,587.62 Landscaping (2% of construction costs) $20,739.32 Sub -total, Other Costs $93,326.94 TOTAL COST OF PUBLIC IMPROVEMENTS $1,130,292.94 SECURITY AMOUNT 110% of 1,130,292.94) $1,243,322.23 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security SP -2 m Sao Sewer Water $62,589.70 $222,194.50 Building A $37,995.00 $67,540.00 Building B $65,229.25 $109,909.00 Building C $165,813.95 $399,643.50 Development Grading $275,890.00 $34,500.00 36,000.00 $346,390.00 $396,270.00 $97,246.00 $197,060.00 $150,000.00 $840,576.00 Site Grading Erosin Control Site Seeding Total Grading Storm Sewer T� Building A Building B Building C / Lift Station $1,186,966.00 Grading and Storm Sewer for Development 1 v % !A - LOU LOU Generous, Bob From: Sent: To: Subject: Follow Up Flag: Flag Status: Building A $13,830 Building B $ 8,452 Mark Undestad <mark@edentrace.com> Friday, November 30, 2018 9:52 AM Generous, Bob Re: Grading and Utility Numbers Follow up Flagged From: Bob Generous <bgenerous@ci.chanhassen.mn.us> Date: Friday, November 30, 2018 at 9:49 AM To: Mark Undestad <mark@edentrace.com> Subject: RE: Grading and Utility Numbers Mark, Of the grading amounts, what % goes for erosion control? :.. From: Mark Undestad <mark@edentrace.com> Sent: Friday, November 30, 2018 9:33 AM To: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Subject: Grading and Utility Numbers Hi Bob, Here are the grading and utility numbers broken down for buildings A and Grading numbers include: Site Grading (including top soil) Erosion Control Restoration Building A (Retail Tech Building) Grading: $486,632 Utilities: $392,361 Building B (Multi -Tenant Building) Grading: $287,106 Utilities: $239,776 Let me know if you need anything else. Thanks for the help. Take care, Mark November 15, 2019 CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Ms. Elise Durbin Carver County Community Development Agency 705 N. Walnut Street Chaska, MN 55318 Re: Holasek Business Park — Planning Case No. 2018-18 Dear Ms. Durbin: Attached is a Reimbursement Request Form for Carver County CDA Redevelopment Grant for Holasek Business Park. The request covers the total amount for the request. Please feel free to contact me at 952-227-1139 or kaanenson(kci.chanhassen.mn.us if you have any questions. Sincerely, Kathryn Aanenson, AICP Community Development Director Encl. gAp1an\2018 planning cases\18-18 holasek business park\cdaVeimbumment request Itr 11-15-19.docx PH 952.227.1100 • www.ci.chanhassen.mmus • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Reimbursement Request Form for Carver County CDA Redevelopment Grant Project Name: Hoiasek Business Park Date of Request: November 15, 2019 Requested Amount: $60,000 Grant Termination Date: June 2020 Reimbursement Request Number: 1 Time Period covered: May — November 2019 Please refer to Grant Agreement for activities and items approved for reimbursement when completing the following table. Activity Budget Beginning* Amount Balance Requested End* Match Match Source(s) Balance Amount Site Grading& Urilities $ 1,622,523.00 $60,000.00 $1,013,790.32 Private Financing $79,658.08 $264,033.69 $528,701.62 $118 * Note: If this is second or subsequent requests, Beginning tsaiance or Request #2 is the nnu oaianue ui nvyuubt ml, Conies of invoices payment documentation and verification of matching funds must accompany this request. Grantee: City of Chanhassen Project Manager: Kate Aanenson Title: Community Development Director Phone: 952-227-1139 Original Grant Award: $60,000.00 This Request: $60,000.00 Remaining Balance: $0 I certify that the amounts requested for the above listed activities are eligible under the Carver County CDA Redevelopment Incentive Grant Program Grant Agreement for this project. "'" REAL ESTATE CLOSI' ' "'• Buyer/Borrower. S & S Development, LLP Seller: Property: 8700 Shelby Court / Chanhassen Lender. Charter Bank Settlement Date: September 27, 2019 Disbursement Date: September 27, 2019 Check Amount: $ 79,658.08 Pay To: Minger Construction Closer/Responsible Party: Jennifer Loan Number. File Number. (CA 31293-3.PFD/CA 31293-3/4) ESCRACCOUNT V CA&T 411 CHES NUT ST., P.O. BOX 106 Carver County Abstract & Title Co., Inc. CHASKA, MN 55318 (952) 448-5570 PAY —Seventy Nine Thousand Six Hundred Fifty Eight and 08/100 TO THE ORDER OF Minger Construction I',L36878u' 1:09 L9i70471: Buyer/Borrower. S & S Development, LLP Seller. Property: 8700 Shelby Court / Chanhassen Lender. Charter Bank Settlement Date: September 27, 2019 Disbursement Date: September 27, 2019 Check Amount: $ 79,658.08 Pay To: Minger Construction Closer/Responsible Party: Jennifer Loan Number File Number: (CA 31293-3.PFD/CA 31293.3/4) For. Draw #3 Holasek Business Park - Building B CHARTER BANK -CHASKACHANHASSEN- 751704919 DATE September 27, 2019 350663 ins 136878 136878 CA 31293-3 Draw #3 H0IWek Business Park - Building B AMOUNT $ "`"79,658.08 AUTHORIZED SIGNATURE For: Draw #3 Holasek Business Park - Building B Dollars 136878 REAL ESTATE CLOSU Buyer/Borrower. 8610, LLP Seller. Property: 8600 Shelby Court / Chanhassen Lender. Wings Financial Credit Union Settlement Date: September 27, 2019 Disbursement Date: September 27, 2019 Check Amount: $ 1,013,790.32 Pay To: Minger Construction Closer/Responsible Party: Jennifer Loan Number. File Number. (CA 31144-3.PFD/CA 31144-3/2) CCA&T 411 CHESTNUT CRACCOUNT BOX 106 CHASKA, MN 55318 Carver County Abstract & lide Co., inc. (952) 448-5570 PAY —One Million Thirteen Thousand Seven Hundred Ninety and 32/100 TO THE ORDER OF Minger Construction For. Draw #3 Holasek Business Park/ Building CHARTER BANK -CHASKA-CHANHASSEN- 751704919 DATE September 27, 2019 "1&3685711■ r:09&9&70471: 3 50 66 3 111' Buyer/Borrower. 8610, LLP Seller. Property: 8600 Shelby Court / Chanhassen Lender. Wings Financial Credit Union Settlement Date: September 27, 2019 Disbursement Date: September 27, 2019 Check Amount: $ 1,013,790.32 Pay To: Minger Construction Closer/Responsible Party: Jennifer Loan Number. File Number. (CA 31144-3.PFD/CA 31144-3/2) 136857 136857 CA 31144-3 Dr #l3 Holasek Business Park / Bulling A AMOUNT $ " 1,013,790.32 Dollars AUTHORIZED SIGNATURE For. Draw #3 Holasek Business Park / Building A 136857 **** REAL ESTATE CLOSING **** Buyer/Borrower: 8610, LLP Seller. Property: 8600 Shelby Court / Chanhassen Lender. Wings Financial Credit Union Settlement Date: November 14, 2019 Disbursement Date: November 14, 2019 Check Amount: $ 528,701.62 Pay To: Minger Construction Closer/Responsible Party: Jennifer Loan Number. File Number. (CA 311444. PFD/CA 31144-4/2) T O 411 CHESTNUT OW N i""CCA&,.ABOX 106 -'7CHASKA, MN 55318 Carver County Abstract & Tide Co., Inc. (952) 448-5570 PAY —Five Hundred Twenty Eight Thousand Seven Hundred One and 62/100 TO THE ORDER OF Minger Construction For. Draw #4 CHARTER BANK -CHASKA-CHANHASSEN- 75-1704-919 DATE November 14, 2019 137273 137273 CA 31144A Drax. #4 AMOUNT $ ****`528,701.62 Dollars 0L372730 1:09 L9L7047r: 350663 Ln' "" 137307 Buyer/Borrower: S & S Development, LLP REAL ESTATE CLOSING Seller. Property: 8700 Shelby Court / Chanhassen Lender. Charter Bank Settlement Date: November 15, 2019 Disbursement Date: November 15, 2019 Check Amount: $ 264,033.69 Pay To: Minger Construction Closer/Responsible Party: Jennifer Loan Number. File Number: (CA 31293-4.PFD/CA 31293-4/3) VA&T 411 CHESTNUT CRACCOUNT OW ST.. PO. BOX 106 Carver County Abstract & Title Co., Inc. CH MN 55318 (99 52) 52) 44&5570 PAY —Two Hundred Sixty Four Thousand Thirty Three and 69/100 TO THE DRDER OF Minger Construction For: Draw #4 Holasek B CHARTER BANK CHASKA-CHANHASSEN- 75.1700.919 DATE November 15, 2019 11'13730711, 1:09L9L70471: 350663 Lill 137307 CA 312934 Draw Y4 Hdasek B AMOUNT $ """'264,033.69 Dollars AUTHORIZED SIGNATURE City of Chanhassen Attn: Bob Generous 7700 Market Blvd Chanhassen, MN 55317 Re: Cash Escrows and Letter of Credit Reductions Bob, Thank you for meeting with me this morning. Please accept this letter as my formal request for the release of the cash escrows and a reduction on the Letters of Credit on the Holasek Business Park Development. At this point we have all of the site utilities completed and approximately 70% of the site grading completed. Please let me know if you need anything else for now. Thank you, Mark Undestad Eden Trace Corp. 8821 Sunset Trail Chanhassen, MN 55317 V Roger N. Knutson Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick Henry A. Schaeffer, BI Alina Schwartz Shana N. Conklin Amy B. Schutt James J. Monge, III Jerome M. Porter David S. Kendall Kurt S. Fischer Thomas J. Campbell* *Retired Grand Oak Office Center 1 860 Blue Gentian Read Suite 290 Eagan, Minnesota 55121 Main: 6S I -452-5000 Fax: 651-234-6237 trtctc.ck-lawcom a0« - /9 CAMPBELL KNUTSON August 21, 2019 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Holasek Business Park Dear Ms. Steckling: Please find enclosed, for the City's files, the following three Site Plan Agreements which were recorded with Carver County on August 6, 2019: 1. Site Plan Agreement #2018-18A recorded as document number A681058; 2. Site Plan Agreement #2018-18B recorded as document number A681059; and Site Plan Agreement #2018-18C recorded as document number A681060. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Associ ion Jean Olson, Legal Assistant /jmo Enclosures 204578v1 SCANNED Document#: A681058 Date: 08-06-2019 Time: 03:11 PM Pages: 12 Recording Fee: $46.00 Paid on 08-06-2019 County: Carver State: MN Requesting Party: CAMPBELL KNUTSON PA Kaaren Lewis County Recorder SCANNED C91 CITY OF CHANHASSEN SITE PLAN AGREEMENT #2018-18A Holasek Business Park SPECIAL PROVISIONS AGREEMENT dated December 10, 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for an office industrial building with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A) (referred to in this Agreement as the "project'). The land located in Carver County, Minnesota, is legally described as Lots 1, Block 1, Holasek Business Park, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and famish 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 Sambatek, dated 10/19/2018, revised 11/02/2018. Plan B ---Grading, Drainage and Erosion Control Plans prepared by Sambetek, dated 10/19/2018, revised 11/02/2018. Plan C—Landscaping Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan D — Erosion Control Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan E — Utility Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan F — Building Floor and Elevations Plan prepared by Edward Farr Architects, Inc., dated 10/19/2018. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2019. 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 furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $335,414.00 (erosion control, landscaping and utilities). 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: Mark Undestad President Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN. 55317 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 site plans for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) subject to the following conditions: Engineering 2 a. Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources a. Parking lot islands and penisulas will be required to have proper planting soil as specified in the Planting Notes. Planning a. The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. b. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. c. Community features including benches, bike racks and picnic tables shall be incorporated in the site. d. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator a. Must comply with the conditions of the Wetland Alteration Permit. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSEN IM Elise Ryan, AND: jjJw-- Todd Gerhardt. Citi MarpgeF i'1 L 3 ,`'� STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thiday ofpY Q(, 20 by Elise Ryan, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation andp suant to the authority granted by its City Council. , - ) NOTARY PUBLIC/ KIM T. MEUWISSEN Notary Public -Minnesota '•�„i� My C�Expires Jen 31, 2020 0 EDEN TRACE CORPORATION BY: Mark Undestad Its President _ 8" LINDACDAUL STATE OF MINNESOTA s NOTARY PUBLIC -MINNESOTA -� COUNTY OFi. MY COMMISSION EXPIRES 0113112021 The foregoing instrument was acknowledged before me this .L day of F�eb, 20JI by Mark Undestad, President, Eden Trace Corporation, a Minnesota Corporation DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 5 NOTARY PUBLIC 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 site plan 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 site 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 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 0 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 attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit 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. 7 H. Recording. 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 am. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 fust 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. 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. 93 FEE OWNER CONSENT TO SITE PLAN AGREEMENT #2018-18A 8610, LLP, a Minnesota limited liability partnership, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement #2018-18A, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated thisL day of 2019. 6810, LLP, a Minnesota limited liability partnership By: A 5i-� T Mark Undestad, Its Managing Partner STATE OF MINNESOTA ) ��n�.n- )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this c744—day of 2019, by Mark Undestad, the Managing Partner 6810, LLP, a Minnesota 1' ted liability partnership, on behalf c DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 PP. JEAN M STECKLING Notary PL"10-Mkvtaeota ►M Llmiwltlan Bpm Jin 71.2071 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT [ )1A1,<SrninriC;Y1 L C/'"77- d/✓/or) 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 -;�Zday of, 2011. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was 20L' by -S rot 44 AAil 'd�il DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 �49�74GCv W-CahrM6nCiAL S f-V1C6J 10 before me this4�-- day of , T�MARY PUBLIC CLYDE A KUMMER NOTARY PUBLIC MINNESOTA MY OamMppn Ewra Am 31 2024 1904 M 10 0 LEGAL DESCRIPTION: Lot 1, Block 1, Holasek Business Park, Carver County, Minnesota 11 Document #: A681059 Date: 08-06-2019 Time: 03:11 PM Pages: 12 Recording Fee: $46.00 Paid on 08-06-2019 County: Carver State: MN Requesting Party: CAMPBELL KNUTSON PA Kaaren Lewis County Recorder CITY OF CHANHASSEN SITE PLAN AGREEMENT #2018-18B Holasek Business Park SPECIAL PROVISIONS AGREEMENT dated December 10, 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for an office industrial building with areas of 109,250 square feet (Building B) (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lots 2, Block 1, Holasek Business Park, Carver County, Minnesota. 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 Sambatek, dated 10/19/2018, revised 11/02/2018. Plan B --Grading, Drainage and Erosion Control Plans prepared by Sambetek, dated 10/19/2018, revised 11/02/2018. Plan C—Landscaping Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan D — Erosion Control Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan E — Utility Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan F — Building Floor and Elevations Plan prepared by Edward Farr Architects, Inc., dated 10/19/2018. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 1, 2020. 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 furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $37,000.00 (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: Mark Undestad President Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN. 55317 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 site plans for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) subject to the following conditions: Engineering 2 a. Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources a. Parking lot islands and penisulas will be required to have proper planting soil as specified in the Planting Notes. Planning a. The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. b. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. c. Community features including benches, bike racks and picnic tables shall be incorporated in the site. d. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator a. Must comply with the conditions of the Wetland Alteration Permit. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSEN AND: r7' odd GerhardCCity Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisAjday of C , 20& by Elise Ryan, 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. NbTARY PUIQLSI -, KIM T. MEUWISSEN i Notary Public -Minnesota ,u MV ppinMUIEKG— Jan 31, 2020 0 EDN TRACE CORPORATION BY: )A.. " M Undestad Its President STATE OF MINNESOTA ) LINDACDAn ss 041' NOTARY PUBLIC • MINNESOTA COUNTYOF6i4RVGR ) Q MY COMMISSION EXPIRES 01/31/2021 The foregoing instrument was acknowledged before me this 5 day of Fe, br 2019 by Mark Undestad, President, Eden Trace Corporation, a Minnesota Corporation. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhas: MN 55317 (952) 227-1100 W V"-4. d. IDW NOTARY PUBLIC 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 site plan 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 site 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 Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the 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 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 R 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 attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit 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. 7 H. Recor ' . 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 am. and 6:00 p.m. on any weekday and 9:00 am. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 pemrit. 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 contrast 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. 8 FEE OWNER CONSENT TO SITE PLAN AGREEMENT #2018-18B 8610, LLP, a Minnesota limited liability partnership, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement #2018-18B, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this �q day of 12019 6810, LLP, a Minnesota limited liability partnership By: V l Mark Undestad, Its Managing Partner STATE OF MINNESOTA ) )ss. COUNTY OF CQ(-V'f✓' ) The foregoing instrument was acknowledged before me this '�q` ay of (� (S4 2019, by Mark Undestad, the Managing Partner 6810, LLP, a Minnesota limited )iability partnership, on behalf of said entity. CYn - N!o�ry Public JEAN M STECKLINGA Notary P bN Mkx>�a S W oa.rmi tow Asn 91.2024 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT I tI/N�6S�%�iUn/G%'J9L Cx6t77T aN/od 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 ZzlvOday of , 20/5�. 6f . rwm' A "'LC/.a c, S6r'wi re STATE OF MINNESOTA ) ( ss. COUNTY OF U 4& ) The foregoing instrument was acknowledged before me thisaa day of >J ✓� 201`),by SGa�,1 �gw,1f1,.1� 1, VP OF W-sA C\h-ni.t) DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 10 I�J 4 - NOTARY PUBLIC °�1 CLYDE A KUMMER � NOTMY PUBLIC MINNESOTA �,Oq,�ggr�Exprec,IgA.3t 2026 EXHIBIT A LEGAL DESCRIPTION: Lot 2, Block 1, Holasek Business Park, Carver County, Minnesota 11 Document #: A681060 Date: 08-06-2019 Time: 03:11 PM Pages: 11 Recording Fee: $46.00 Paid on 08-06-2019 County: Carver State: MN Requesting Party: CAMPBELL KNUTSON PA Kaaren Lewis County Recorder scANNED W CITY OF CHANHASSEN SITE PLAN AGREEMENT #2018-18C Holasek Business Park SPECIAL PROVISIONS AGREEMENT dated December 10, 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota Corporation, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for an office industrial building with areas of 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lots 3, Block 1, Holasek Business Park, Carver County, Minnesota 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Agreement and fumish 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 terns of this Agreement, the written terms shall control. The plans are: Plan A—Site Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan B --Grading, Drainage and Erosion Control Plans prepared by Sambetek, dated 10/19/2018, revised 11/02/2018. Plan C—Landscaping Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan D — Erosion Control Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan E — Utility Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan F — Building Floor and Elevations Plan prepared by Edward Farr Architects, Inc., dated 10/19/2018. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2021. 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 furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $24,500.00 (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: Mark Undestad President Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN. 55317 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 site plans for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) subject to the following conditions: Engineering a. Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources a. Parking lot islands and penisulas will be required to have proper planting soil as specified in the Planting Notes. Planning a. The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. b. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. c. Community features including benches, bike racks and picnic tables shall be incorporated in the site. d. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator a. Must comply with the conditions of the Wetland Alteration Permit. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSSEN BY: LA00-1 44 Elise Ryan, M00br AND:✓_� -�. lr :: c.; odd Gerhardt, 0 Yariagq t. STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this.2Lday o�, 20�, by Elise Ryan Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, Minnesota municipal corporation, on behalf of the corporation and p ;NA—RY the authority granted by its City Council PUBLIk. 17i ''"a KIM T. MEUWISSEN 1\�� Nry Public -Minnesota; `YMy Commission Ezpirec Jan 31, 02 0 W EDEN TRACE CORPORATION BY: A _�� Vmk Undestad Its President STATE OF MINNESOTA) LINDACDAHL (ss. NOTARYPUBLIC-MINNESOTA COUNTY OF e file p ) MY COWSSION EXPIRES 0113112021 The foregoing instrument was acknowledged before me this 5 day of 20 iq by Mark Undestad, President, Eden Trace Corporation, a Minnesota Corporation DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 W ��.�- NOTARY PUBLIC 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 site plan 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 site 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 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 Gi 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 attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, 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 Permit within thirty (30) days atter 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. 7 H. Recording. 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 am. and 6:00 p.m. on any weekday and 9:00 am. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 Goverment, 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 constriction 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. 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 e day of r 2019 ay R o Mark Undestad Managing Partner STATE OF MINNESOTA ) COUNTYOFCAPUEZ ) LffiDACDAIIL 1� NOTARrMBLIC•MRiNESOTA MY COMMISSION EXPIRES 0113112021 The foregoing instrument was acknowledged before me this j— day of F4t0. 20 q by Mark Undestad, Managing Partner, S & S Development, LLP, a Minnesota L' ed Liability Partnership. 1� NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 EXHIBIT A LEGAL DESCRIPTION: Lot 3, Block 1, Holasek Business Park, Carver County, Minnesota 11 kb&k amGatet. cam >zm nas.r¢n4ssm �A sr: ssx+ tnsrzsrcmpv. s¢asas �. Client EDEN TRACE CORPORATION essc nuuoar cr. cxnrvwssex, mns.r Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN Certification .`..tee ........ssm m rasaore Summary �a Revision History x,.mr. ar wnnew/x.+aa� Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. 2-274 December 13, 2018 CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow Mr. Mark Undestad Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN 55317 Re: Holasek Business Park - Planning Case #2018-18 Dear Mr. Undestad: This letter is to confirm that on December 10, 2018, the Chanhassen City Council approved the following: A. An ordinance rezoning Holasek Business Park from Agricultural Estate District, A-2, to Industrial Office Park, IOP; B. Preliminary and Final Plat approval creating three lots and one outlot with access via a private street; C. Development Contract for Holasek Business Park; D. Wetland Alteration Permit to fill wetlands on site; and E. Site Plan approval for three office industrial buildings for a total of 449,350 square feet, plans prepared by Sambatek, dated 11-02-2018, and Edward Farr Architects, dated 10-19- 2018. The approvals were subject to the following conditions of approval: SUBDIVISION Engineering All ingress/egress locations, including the right-in/right-out access located at the northwestem portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all of Carver County's requirements. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). The applicant shall dedicate the 40' x 120' drainage and utility easement at the northwest corner of Lot 1 on the preliminary and final plat prior to recording. SCANNED PH 952.227.1100 • www.ci.chanhassen.mn.us • Flt 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 2 An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company's easement shall be provided to the city prior to the issuance of grading permits. The preliminary and final plat shall not include the 5' drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. All retaining walls exceeding 4' in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. An O&M plan shall be submitted for review and approval prior to the issuance of building permits. Improvements to the existing manhole where the effluent will be received via the lift station. Parks Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning A 40 -foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine -ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources Coordinator Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 3 draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre -draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Drainage and utility easements will be required over all remaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest comer of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Private stormwater easements will be required over all private stormwater facilities using the city's template (required in conjunction with final plat). The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30' and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed, it will need to be reduced to a slope less than 20', 3:1 max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 4 Topsoil Management a. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L1.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identify the method used to decompact six inches of subsoil prior to placing topsoil. b. Topsoil Depth. Note 5 under Turf Establishment on sheet L1.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six-inch requirement. c. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. d. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. e. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. Stormwater Management Sec. 19-142. Plans required. All plans shall be reviewed and stamped "Approved by the City Engineer" and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as -built plans shall be prepared by the developer. As -built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. Sec. 19-144. Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short-circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared -end sections should be provided with riprap consistent with Minnesota Department of Transportation Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 5 standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. Elevation -Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation - storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re -use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side -slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 6 c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. In. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don't interfere with this project. Chloride Management Plan. A chloride management plan is required. Applicant will need to respond to the continents received by Twin Cities & Western (Wednesday, October 24, 2018 6:39 AM): Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 7 "In response to this proposal Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoff impacts with this land being developed making it non pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed? " SITE PLAN Engineering Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources Additional tree species will need to be added rather than increasing quantities of existing selection. Parking lot islands and peninsulas will be required to have proper planting soil as specified in the Planting Notes. Planning The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and be included on the site plan sheet C3.01. Community features including benches, bike racks and picnic tables shall be incorporated in the site. Due to the wetland in the southwest comer of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator Must comply with the conditions of the Wetland Alteration Permit. WETLAND ALTERATION PERMIT a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 8 and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d). c. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off-site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. d. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. e. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimise the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. In. A grading permit cannot be issued until the applicant has completed the WCA process. i. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffer widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 9 document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. j. Sec. 19-146. Wetland elements. 1) Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. 2) Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. 3) Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. Please note that the Wetland Conservation Act process requirements must be completed and all outside approvals provided prior to beginning any site improvements. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat, three I"=200' scale paper reductions of the final plat and one 1"=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. Electronic copies of the drainage model shall be provided. A $1,243,322.23 letter of credit or escrow for the developer -installed improvements, the $1,225,402.40 cash administration fee and the fully -executed development contract (Developer Installed Improvements) must be submitted and shall be submitted prior recording the plat and scheduling a pre -construction meeting. Please note that if you will not be recording the plat before the end of the year, we will need to revise the development contract to include the newly elected mayor All current year taxes must be paid in full and any delinquent property taxes or green acres tax at the time of recording any documents. Once everything is submitted, please contact Project Engineer Erik Henricksen at 952-227-1165 or by email at ehenricksenna,ci.chanhassen.mn.us to coordinate the preconstruction meeting. I have also included development contracts for each of the lots. Please review the developer and owner information and provide me notice of any revisions. Like the development contract if these documents are to be executed and recorded after the first of the year (2019), the document will need Mr. Mark Undestad Holasek Business Park December 13, 2018 Page 10 to be revised to include the newly elected mayor. The site plan agreement for each lot must be executed and recorded prior to issuance of a building permit. The building is required to have an automatic fire -extinguishing system. 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. The building will be subject to the State Building Code in effect on the date of permit application (2015 MN Building Code). 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 Erik Henricksen, Project Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Vanessa Strong, Water Resources Coordinator Paul Oehme, Director of Public Works/City Engineer Jill Sinclair, Environmental Resource Specialist Eric Tessman, Building Official g:Vlan\2018 planning mmA 8-18 bolasek business pwMappmal letta.dmx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA HOLASEK BUSINESS PARK DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 3. DEVELOPMENT PLANS............................................................................................SP-1 IMPROVEMENTS.......................................................................................................GC-1 4. IMPROVEMENTS........................................................................................................SP-2 IRON MONUMENTS..................................................................................................GC-2 5. TIME OF PERFORMANCE.........................................................................................SP-2 LICENSE......................................................................................................................GC-2 6. SECURITY....................................................................................................................SP-2 SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 7. NOTICE.........................................................................................................................SP-3 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 OTHERBUILDING.........................................................................................GC-2 9. GENERAL CONDITIONS........................................................................................... SP -5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT...................................................... .................................. GC -1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHERBUILDING.........................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. G. H. I. J. K. L. M. N. O. P. Q• R. S. T. U. V. W. X. Y. Z. BuildingPermits...............................................................................................GC-7 Waivers/Amendments.......................................................................................GC-7 Release.............................................................................................................. GC -7 Insurance........................................................................................................... GC -7 Remedies........................................................................................................... GC -8 Assignability..................................................................................................... GC -8 ConstructionHours...........................................................................................GC-8 NoiseAmplification ..........................................................................................GC-8 Access...............................................................................................................GC-8 StreetMaintenance............................................................................................GC-8 Stone Sewer Maintenance ................................................................................GC-9 Soil Treatment Systems....................................................................................GC-9 Variances........................................................................................................... GC -9 Compliance with Laws, Ordinances, and Regulations .....................................GC-9 Proofof Title.....................................................................................................GC-9 SoilConditions................................................................................................GC-10 SoilCorrection................................................................................................GC-10 HaulRoutes..........................................................................................................GC-10 DevelopmentSigns..............................................................................................GC-10 ConstructionPlans........................................................................................... GC -10 As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) HOLASEK BUSINESS PARK AGREEMENT dated December 10th, 2018 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Eden Trace Corporatoin, a MN corporation (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for HOLASEK BUSINESS PARK (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved December 10th, 2018, prepared by Sambatek, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated November 2"d, 2018, prepared by Sambatek, Inc. Plan C: Plans and Specifications for Improvements dated November 2" d, 2018, prepared by Sambatek, Inc. Plan D: Landscape Plan dated November 2°d, 2018, prepared by Sambatek, Inc SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Stone Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2019. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall fiunish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $1,243,322.23. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $346,390.00 Storm Sewer, Drainage System, including cleaning and maintenance $690,576.00 Sub -total, Construction Costs $1,036,966.00 Engineering, surveying, and inspection (7% of construction costs) $72,587.62 Landscaping (2% of construction costs) $20,739.32 Sub -total, Other Costs $93,326.94 TOTAL COST OF PUBLIC EUPROVEMENTS $1,130,292.94 SECURITY AMOUNT 110% of 1,130,292.94 $1,243,322.23 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the teens of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security gym be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mark Undestad EDEN TRACE CORPORATION 8821 Sunset Trail Chanhassen, MN 55317 Phone: 612-803-6970 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. S. Other Special Conditions. A. SECURITIES AND FEES 1. A $1,243,322.23 letter of credit or escrow for the developer -installed improvements, the $1,225,402.40 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Attorney Fee for Review and Recording offinal Plat and Documents $450.00 GIS Fee: $25 lat+ $10/ arrel for 4 is $65.00 Surface Water Management Fee $770,012.40 Park Dedication Fee $454,875.00 TOTAL CASH FEE $1,22 402A0 Stormwater LOC must be reviewed and adjusted as necessary once final stormwater management plans and improvements have been approved. This includes any comments from Carver County regarding their desire for a regional storm sewer improvement in the area, which may potentially reduce surface water management fees. B. The developer agrees to implement the recommendations listed in the Planning Commission staff report dated November 20t°, 2018. SP -3 Engineering 1. All ingress/egress locations, including the right-in/right-out access located at the northwestern portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all Carver County's requirements. 2. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). The applicant shall dedicate the 40' x 120' drainage and utility easement at the northwest comer of Lot 1 on the preliminary and final plat prior to recording. 4. An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company's easement shall be provided to the city prior to the issuance of grading pen -nits. 5. The preliminary and final plat shall not include the 5' drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. 6. All retaining walls exceeding 4' in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. 7. At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. 8. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. 9. An O&M plan shall be submitted for review and approval prior to the issuance of building permits. 10. Improvements to the existing manhole where the effluent will be received via the lift station. Parks 1. Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning SPA 2. A 40 -foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine -ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. 3. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources 1. Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. 2. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre -draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. 3. Drainage and utility easements will be required over all remaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest corner of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). 4. Private stormwater easements will be required over all private stormwater facilities using the city's template (required in conjunction with final plat). 5. The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. 6. The plans show significant grading in the south outlot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30' and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed it will need to be reduced to slope less than 20', 3:1 max. It must meet all other SP -5 regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. 7. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. 8. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. 9. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Topsoil Management 1. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L1.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identify the method used to decompact six inches of subsoil prior to placing topsoil. 2. Topsoil Depth. Note 5 under Turf Establishment on sheet L1.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six inch requirement. 3. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. 4. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. 5. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. Stormwater Management 1. Sec. 19-142. Plans required. All plans shall be reviewed and stamped "Approved by the City Engineer" and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as -built plans shall be prepared by the developer. As -built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. 2. Sec. 19-144. Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short- circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared -end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. 3. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). SP -7 c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site- specific invert elevations for assistance with field construction. d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. 4. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. 5. Elevation -Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation- storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re -use system. 6. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side -slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. 7. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. 8. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: M a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. 9. SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. 10. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don't interfere with this project. 11. Chloride Management Plan. A chloride management plan is required. 12. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018 6:39 AM): "In response to this proposal Twin Cities & Western offers the following comment. Twin Cities & Western has concerns ofstormwater and general runoff impacts with this land being developed making it non pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed?" 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. gym CITY OF CHANHASSEN W (SEAL) LAW] STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this _ day of 20_, 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 SP -10 EDEN TRACE CORPORATION: 1W STATE OF MINNESOTA ) ( ss. COUNTY OF ) Mark Undestad, President The foregoing instrument was acknowledged before me this _ day of 20_, by Mark Undestad, President of EDEN TRACE CORPORATION, a MN limited liability partnership, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 SP -11 INN I.`:VA 2914SJ TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; 0 That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest comer of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; M17 The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; L\ZIC That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast comer of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 471/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest comer thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter, thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast comer thereof, thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof, ME All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanha-s� MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT S&S Development, LLP a MN limited liability partnership fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_. Mark Undestad, Managing Partner STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by Mark Undestad, Managing Partner of S&S Development, LLP. NOTARY PUBLIC 11):". WV) City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. Date_: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) " b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Cbanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the nem annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) M."UNIT-Ndirl 1. Right to Proceed Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City s Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC -2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion ofthe improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/Z) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC -3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poormatenal and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance ofbuilding permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC -4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be famished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (20/6) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%:%) of construction costs for the fust $1,000,000 and one and one-half percent (I%%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC -5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance ofthe public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC -6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial ofbuilding permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC -7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m, to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 pm. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Tbird & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and RM maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City s ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations ofthe following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC -9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"xIT' reduced construction plan sets and three sets of specifications. Within four months after the complexion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, ('n digital file of as -built plans in both .dxf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 GC -10 CITY OF CHANHASSEN SITE PLAN AGREEMENT #2018-18A Holasek Business Park SPECIAL PROVISIONS AGREEMENT dated December 10, 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lots 1, 2 and 3, Block 1, Holasek Business Park, Carver County, Minnesota. 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 Sambatek, dated 10/19/2018, revised 11/02/2018. Plan B --Grading, Drainage and Erosion Control Plans prepared by Sambetek, dated 10/19/2018, revised 11/02/2018. Plan C --Landscaping Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan D — Erosion Control Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan E — Utility Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan F — Building Floor and Elevations Plan prepared by Edward Farr Architects, Inc., dated 10/19/2018. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2019. 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 famish the City with a letter of credit frorn a bank, cash escrow, or equivalent ("security") for $55,700.00 (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: Mark Undestad President Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN. 55317 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 a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) subject to the following conditions: Engineering a. Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources a. Parking lot islands and penisulas will be required to have proper planting soil as specified in the Planting Notes. Planning a. The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. b. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. c. Community features including benches, bike racks and picnic tables shall be incorporated in the site. d. Due to the wetland in the southwest corner of the site, Building Con Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator a. Must comply with the conditions of the Wetland Alteration Permit. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may he executed in any number of counterparts, each of which shall constitute one and the same instrument. lailwas)XG)MIUNT M.31 ":Q M STATE OF MINNESOTA ) ( ss Denny Laufenburger, Mayor Todd Gerhardt, City Manager COUNTY OF CARVER The foregoing instrument was acknowledged before me this --day of , 20� 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 4 DEVELOPER: m Mark Undestad Its President STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instnunent was acknowledged before me this_ day of 20_ by Mark Undestad, President, Eden Trace Corporation, a Minnesota 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 site plan 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 site 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 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 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 Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit 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 pemmits. E. Severabiliri. 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 he a waiver or release. VA 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 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 am. and 6:00 p.m. on any weekday and 9:00 am. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 fiom 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. 8 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_ Mark Undestad Managing Partner STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_ by Mark Undestad, Managing Partner, S & S Development, LLP, a Minnesota Limited Liability Partnership. NOTARY PUBLIC DRAFFED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 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. 016102 1016H The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 LEGAL DESCRIPTION: II CITY OF CHANHASSEN SITE PLAN AGREEMENT #2018-18B Holasek Business Park SPECIAL PROVISIONS AGREEMENT dated December 10, 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for an office industrial building with areas of 109,250 square feet (Building B) (referred to in this Agreement as the "project'). The land located in Carver County, Minnesota, is legally described as Lots 2, Block 1, Holasek Business Park, Carver County, Minnesota. 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 terns shall control. The plans are: Plan A --Site Plan prepared by Sambatek, dated 10/19/2018, revised 11 /02/2018. Plan B --Grading, Drainage and Erosion Control Plans prepared by Sambetek, dated 10/19/2018, revised 11/02/2018. Plan C—Landscaping Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan D —Erosion Control Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan E — UtilityPlan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan F — Building Floor and Elevations Plan prepared by Edward Farr Architects, Inc., dated 10/19/2018. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 1, 2020. 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 furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $37,000.00 (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: Mark Undestad President Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN. 55317 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 site plans for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) subject to the following conditions: Engineering 2 a. Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources a. Parking lot islands and penisulas will be required to have proper planting soil as specified in the Planting Notes. Planning a. The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. b. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. c. Community features including benches, bike racks and picnic tables shall be incorporated in the site. d. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator a. Must comply with the conditions of the Wetland Alteration Permit. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSEN tn)'d 0&10 Denny Laufenburger, Mayor Todd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 20_� 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 Cl DEVELOPER: IM Mark Undestad Its President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of _ 20 by Mark Undestad, President, Eden Trace Corporation; a Minnesota 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 site plan agreement has been fiilly 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 site 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 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 0 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 attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, 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 Permit 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 pemrission 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. 7 H. Recordirrg. 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 am. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 S ems. 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. 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. 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 Mark Undestad Managing Partner STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20� by Mark Undestad, Managing Partner, S & S Development, LLP, a Minnesota Limited Liability Partnership. DRAFIFD BY: City of Chanhane 7700 Market Boulevard P. O. Boz 147 C~.= bsc:., MN 55317 (952) 227-1100 2 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 120. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 10 NOTARY PUBLIC EXHIBIT A LEGAL DESCRIPTION: Lot 2, Block 1, Holasek Business Park, Carver County, Minnesota CITY OF CHANHASSEN SITE PLAN AGREEMENT #2018-18C Holasek Business Park SPECIAL PROVISIONS AGREEMENT dated December 10, 2018, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for an office industrial building with areas of 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lots 3, Block 1, Holasek Business Park, Carver County, Minnesota. 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 Sambatek, dated 10/19/2018, revised 11/02/2018. Plan B --Grading, Drainage and Erosion Control Plans prepared by Sambetek, dated 10/19/2018, revised 11/02/2018. Plan C—Landscaping Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan D — Erosion Control Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan E — Utility Plan prepared by Sambatek, dated 10/19/2018, revised 11/02/2018. Plan F — Building Floor and Elevations Plan prepared by Edward Fan- Architects, Inc., dated 10/19/2018. 4. Time of Performance. The Developer shall install all required screening and landscaping by June 30, 2021. 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 furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $24,500.00 (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: Mark Undestad President Eden Trace Corporation 8821 Sunset Trail Chanhassen, MN. 55317 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 site plans for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building C) subject to the following conditions: Engineering a. Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources a. Parking lot islands and penisulas will be required to have proper planting soil as specified in the Planting Notes. Planning a. The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. b. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. c. Community features including benches, bike racks and picnic tables shall be incorporated in the site. d. Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator a. Must comply with the conditions of the Wetland Alteration Permit. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. CITY OF CHANHASSEN M Denny Laufenburger, Mayor Todd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing mstnunent was acknowledged before me this ---day of 20� 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 4 10ftyJaxelo , W Mark Undestad Its President STATE OF MINNESOTA ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_ by Mark Undestad, President, Eden Trace Corporation, a Minnesota Corporation. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 5 NOTARY PUBLIC 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 site plan agreement has been fully executed by both patties 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 site 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 0 acceptance. 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 attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit 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 pennission 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. Occu an 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. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 am. and 6:00 p.m. on any weekday and 9:00 am. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public 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 fiunish 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. 8 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_ Mark Undestad Managing Partner STATE OF MINNESOTA ) (as COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20___, by Mark Undestad, Managing Partner, S & S Development, LLP, a Minnesota Limited Liability Partnership. DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Boz 147 Chanhassen, MN 55317 (952)227-1100 0 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. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20 .by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 ILI NOTARY PUBLIC LEGAL DESCRIPTION: Lot 3, Block 1, Holasek Business Park, Carver County, Minnesota 11 January 23, 2019 CITY OF C HANHASSE N Chanhassen is a Community for life- Providing forToday and Planning forbmonow Carver County Community Development Agency Attn: Allison Streich, Deputy Director 705 North Walnut Street Chaska, MN 55318 Re: Holasek Business Park Community Growth Partnership Grant Application Planning Case File No. 2018-18 Dear Ms. Streich: Attached is the Community Growth Partnership Grant application for the above -referenced development. Please feel free to contact me if you have any questions. I can be reached at 952- 227-1139 or by email at kaanenson(&ci.chanhassen.mn us. Sincerely, Kate Aanenson, AICP Community Development Director 8C/+NNE0 gAadmin\cp\ecmomic de lopm tbde\holas& c ]ener.docc PH 952.227.1100• www.cl.chanhassen.mn.us• Fx952.22muo 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 COMMUNITY GROWTH PARTNERSHIP GRANT APPLICATION Introduction. This application requests information about the redevelopment plan, project, and activities. The Redevelopment Plan question portion of the application refers to the entire redevelopment area. The project and activity question portion of the application refers to the specific work to be completed in the redevelopment plan area. General Information Project Name: Holasek Business Park Applicant City: Chanhassen Applicant Address: 7700 Market Blvd Application/Project Contact: Kate Aanenson Contact Email Address: kaanensonaci.chanhassen.mn.us Phone Number: 952-227-1139 Authorized Official(s) for Execution of Contracts (name and title):_ Todd Gerhardt City Manager& Mayor Elise Ryan How much funding are you requesting? $60.000.00 I. COMMUNITY DEVELOPMENT PLAN QUESTIONS 1. Describe the type of business. Light manufacturing and distribution 2. Describe the business project (rehabilitation/expansion/new construction) for which funds are being requested. The site had a greenhouse and growing operation. Poor soils, the Magellan pipeline and wetlands had prohibited the maximum development of the site. The proposed project will lead to new construction on the site. 3. Describe how the proposed project will benefit the community or area in which the business is located. The site is currently underutilized. The site constraints make it a challenging site to development. The site has access to city municipal services and access via a county road. The development of the site will provide business and economic opportunity in the community as well as additional jobs. 4. Describe direct and indirect employment benefits, effects on the tax base (if any), and benefits to other businesses and organizations. The site has an estimated Market Value of $4,267,800 as vacant land. It has a taxable Market Value of $331,000 and a total tax if $3,012.00. After redevelopment, all buildings should produce $730,750 in total taxes. 5. Smart Growth: Describe how the project incorporates smart growth concepts, including proximity to public transit, pedestrian -friendly design, maximizing green space, mixed land uses, and community building elements. The site uses existing infrastructure, and is an infill development, properties around the site are developed. The site is accessible via public transportation via Southwest Transit. Pedestrian access to the city's trail system will be made from the development to Lyman Boulevard.. 6. Leverage: Itemize all other funding sources for the Community Development Plan. Please include all previously awarded CGP grants. Source of Funds Amount Funding Source Private Financing $275,890 Private �00 $70,500 �QQ $690,576 �QQ $20,000 �00 $565,557 Itemize Community Development Plan expenses. Itemized Use of Funds/Expenses Amount Funding Source Site Grading $275,890 Private Erosion Control and site seeding $70,500 Storm Water $690,576 Landscaping $20,000 Sanitary Sewer and Water $565,557 $ Total: $1,622,523 8. Environmental Benefits: Has the rehabilitation/expansion/new construction area been found or suspected to be contaminated? Yes ❑ No X Does the rehabilitation/expansion/new construction include the cleanup of contaminated soils, hazardous waste or materials? Yes X No If yes, please describe information on the type of cleanup, what measures have been taken to address the contamination, consultant reports, and/or Response Action Plan. There has dumping on the site since the previous use was vacated. 10. Describe positive environmental impacts of the rehabilitation/expansion/new construction. Storm water and water quality infrastructure with the development will improve water quality especially into Lake Hazeltine, which is listed as an impaired water body. The landscaping will provide environment benefits as well as enhanced aesthetics. Economic Benefits What are the current property taxes for the business? $9,000 Pay Year 2018 What will the estimated property tax be after business rehabilitation/expansion/new construction? $900,000 Pay Year 2021 How was this figure determined?—This number is consistent with building of the same type and finish. Who determined it? City Staff Project the number of new jobs created after rehabilitation/expansion/new construction. Total new jobs = 18-20 FTEs. Number of new jobs with wages greater than $14.00 per hour = 18-20 FTE II. PROJECT AND ACTIVITY QUESTIONS Project site address(es): 8610 Galpin Blvd Chanhassen Acreage of site: 36.4 acres Number of parcels: I Is the Project site publicly or privately owned? Publicly Owned ❑ Privately Owned X Current Project site owner(s): Holasek Farms LP �.% 4 v Current appraised or assessed value of the site: $4,778,500 taxable Market Value $331,000 / Projected appraised or assessed value of the site after rehabilitation/expansion: $31.000.000 Attach the appraisal or assessor's current and projected values. (see attachment) fnILOY E Legal description of Project site (may be separate attachment): See Exhibit A 1. Describe the Project including location map, photos, and current and projected site plans. Maps should include property boundaries, north arrow, and bar scale. A total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building Q. 2. Describe the Activities that are part of the Project. • Site Grading • Soil corrections • Installations of utilities and storm water facilities • Construction of office industrial buildings Is demolition of slum and blight or other structures an Activity of the Project? Yes ❑ No X 1. How many residential buildings are on Project site? 0 Commercial buildings? 0 How many residential buildings are vacant? n/a Commercial buildings? n/a 2. Describe how the Project will make more efficient use of the site. • The site was an nursery site and growing field • The property was under utilized The development will provide my tax base via the new buildings and create additional good paying jobs. 1. Leverage. Itemize all other funding sources for the Project and the Activities identified as part of the Project. I Source of Funds �QQ �QO �QQ �QQ Itemize Project expenses for each Activity. Be as detailed as possible. Project Activities/Expenses Costs Funding Source $ Total: $ 2. List other sources of funds requested or considered but not obtained for the Project and explain why they were not obtained, to the best of your knowledge. (The purpose of this question is to ensure all funds have been exhausted.) The project does not qualify for city TIF and is not eligible for Metropolitan Council Livable Communities funding. IF the project includes property acquisition, clearance, and/or construction activities, describe how owners, tenants, and businesses will be temporarily or permanently relocated. Attach relocation plan, ifapplicable. The site is currently vacant. 3. Readiness to Proceed. Please provide detailed project timeline with all actions, phases, and anticipated dates for completion. The Developer is planning to start work on May 1, 2019 4. Please indicate whether any of the following entitlement or due diligence actions are required or have been completed for the Project: Zoning amendments or variances: Comprehensive plan amendment: Environmental review: Market or feasibility study: Yes ❑ No X If yes, Yes ❑ No X If yes, Status: Yes No X If yes, Status: Yes ❑ No X If yes, Status: 1��:IIaY1L1 Legal Description The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; k\ZLII That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest comer of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; MEN The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast comer of said Northwest Quarter of the Northwest Quarter, running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest comer of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest comer thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter comer of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter, thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast comer thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2018-64 "Approving Application for Funding from the Carver County Community Development Agency Community Growth Partnership Initiative Grant Program" adopted by the Chanhassen City Council on December 10, 2018 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this I Pb day of December, 2018. 410 2M 4 Kim T1 Meuwissen, Deputy tLak CITY OF CHANH ASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 10, 2018 RESOLUTION NO: 2018-64 MOTION BY: Tiornhom SECONDED BY: McDonald RESOLUTION APPROVING APPLICATION FOR FUNDING FROM THE CARVER COUNTY COMMUNITY DEVELOPMENT AGENCY COMMUNITY GROWTH PARTNERSHIP INITIATIVE GRANT PROGRAM WHEREAS, the City of Chanhassen has identified a proposed project within the city that meets the Carver County Community Development Agency (CDA) Community Growth Partnership Initiative Grant program's purposes and criteria; and WHEREAS, the city has established Business Subsidy Guidelines of which the proposed project is a component; and WHEREAS, the city has the capability and capacity to ensure the proposed project be completed and administered within the Growth Partnership Initiative Grant program guidelines; and WHEREAS, the city has the legal authority to apply for financial assistance; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen that the City of Chanhassen approve the application for funding from the Carver County CDA Community Growth Partnership Initiative Grant program. BE IT FURTHER RESOLVED that upon approval of its application by the Carver County CDA, Mayor Denny Laufenburger is hereby authorized to execute such agreements as are necessary to receive and use the funding for the proposed project. Passed and adopted by the Chanhassen City Council this 10th day of December, 2018. ATTEST: tA Todd Gerhardt, City Manager YES NO ABSENT Laufenburger Ryan None McDonald Campion Tjomhom Is --- -- - - - - WN� 1 • \ Ile 1 w• \ TV �SR • � t m m i 1` v ' � m e 6 1 .i t �r Is --- -- - - - - WN� n • • U ^ • TV �SR • v m m n E Property Card Parcel ID Number 250210100 Taxpayer Information r • ' c i .- \� r4 �� \ Taxpayer Name HOLASEK FARMS LP C/O CAROL THUENING Mailing Address 917 KELLY CT CHANHASSEN, MN 55317- Property Property Addres Address 8610 GALPIN BLVD City CHANHASSEN, MN 55317 Parcel Information Uses Agncultural GIS Acres 49.75 Net Acres 4962 Deeded Acres 50.29 Plat Lot Block Tax Description NE1l4 NE1l48 BEG AT PT ONSLINE NW1/4 NW114 SECT 22 WHICH PT IS 3.60 CH W OF BE CORN Building Information Building Style Above Grade Finished S Ft Bedrooms Year Built Garage Miscellaneous Information School District Watershed District 0112 WS 067 CARDER CO WMO Homestead N Green Acres Y Ag Preserve N (Assessor Information Estimated Market Value 2017 Values (Payable 2018) 2018 Values (Payable 2019) Last Sale Land $4,267,800.00 $4,778,500.00 Date of Sale Building $0.00 $0.00 Sale Value Total $4,267,800.00 $4,778,500.00 m.m aftb b...ab mb./aeaa wmYY my mma.mb,u.,,bu.x mwt aan..ire.,aa,.nrvapAV YYx wma... can., conn e....a aw,be pmem..:wa. nNmylYn mNYW M,aln.lba tl,h m Ium�Nca m en be b' Eesb,.C. 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PROPOSED TAX 131287 112 Chaska, MN 55318.0069 63.010.00 382 370 PROPERTY TAX STATEMENT 7 Cay w Town CRY OF CHANMSSEN Saw FM MN M.ee M. May 151.6o6Ao e Sw cia.m Taa 3 9aaptl n. bw dw Moveameis 1.5060o 2019 1 Use Ow an RRFpm Mipsbaaag wmalN rapmwlywn ❑ PLEASE NNCATE YOUR A(bRES6 CORRECr,(M' eMoaaa, 11..Yr•ul4ptlu16L onIREVERSE31DEOFTHLSPAYMEM79TU6. 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Preconstruction Meeting n Holasek Business Park Development Grading & Site Utilities Tuesday, April 23, 2019 - 3:30 p.m. Agenda Introductions / A. Preconstruction Participants P/ B. Project Description 2. Proiect Organization (Principal Parties & Responsibilities) A. Developer/Applicant: Eden Trace Corporation - Mark Undestad B. Design Engineer: Sambatek - Pete Moreau, Project Manager ✓ • • C. Survey Coordinator: Sambatek- Craig Johnson � D. Architect: Edward Farr Architects (EFA) - Don Andersen E. Soils Engineer: American Engineering Testing (AET) - Jay Brekke F. City Staff for inspections: (see contact list) �JOdA§l Prime Contractor ^ ,a JG. Superintendent 61 1 1O `� ftl7- tl*t Z344 -S H. Foreman s yM1 ` I. Phone Numbers/24-hourergency Number J. Safety Officer yi(� y 5d? 2A,) -201q ?K. Erosion Control Supervisor Vi t T L. Subcontractor List (I 7/0 M. List of Suppliers/Materials/Shop Drawings i. Sanitary sewer, storm sewer, & water structures & materials ii. Lift station components 3. Permits A. NPDES Permit (Construction Stormwater) - Minger Construction ✓/ -rrA i. Contractor Erosion Control Log Book (on site) v�t� ii. Posting of NPDES Permit / iii. SWPPP mailbox iv. Requirement to maintain record of all maintenance and inspections, tum these over to Owner after the N.O.T. is filed. B. MDH Watermain (submitted 4/17/19) ✓ 14.#'�& C. MPCA Sanitary Extension (obtain signatures) - update from MPCA, Sambatek to submit, D. Carver County Public Works - Sambatek coordinating with County �tc�vx �1^ V E. s F. i. Commercial Access Permit ii. Grading/Excavation Permit iii. Utility Permit ACOE Wetland Replacement Approval Confirmation (expected mid-May) i. WCA NOD received 3/22/19 ii. ACOE AJR confirmation received 4/18/19 / City of Chanhassen Excavation/Grading Permit ✓ 3. Contractor Schedule ` ls4 ` A. Start and Completion Dates B. Working Hours- City: '1 4 4. Testin¢ & Utility Coordination: A. Utility Testing i. City to observe? B. Street subgrade: Contact Sambatek & Soils Engineer (AET) for observation. C. Contractor shall coordinate required soil observation and soil testing with AET, contact Jay Brekke (612-965-9275) and determine frequency of density tests. D. Tolerances (Sheet C4.02, Grading Note #15) i. 0.10' for building, parking, street subgrade ii. 0.30' for topsoil areas E. Contractor shall contact small utility companies prior to start of construction. i. Call Gopher One, anything in area needs to be flagged. ii. Magellan Pipeline Encroachment Agreement Requirements. F. Certified a ar ma ena sur tta s !�^ G. Bituminous and concrete mix designs submittals • 5. Specific Construction Items - Compliance with City Engineers Association of Minnesota (CEAM) Specifications and City Detail Plates. A. Watennain • Pressure test, chlorinate, flush, and bacteria testing • Testing coordination with public works- 4our notice to • Irrigation layout by Kelly Green Irrigation B. Sanitary sewer • Final build • Mandrel test, televising C. Stormwater • Final build • Re-use system • Restore emergency overflow channels as necessary D. Site grading E. Construction Entrance F. Street Sweeping G. Pavements IN • Wet subgrade • Roll test /dam fit^ j� • Draintile li 1 • Curbs • Sidewalk/ped ramp compliance with MnDOT/ADA standards • Paving H. "Approved for Construction" Process — Sambatek stamped plans will be issued in an IFC set. Plan revisions will be sent to all planholders. I. Contractor to schedule for as-builts per City requirements (building pads, utilities, pond overflows, etc.) 6. Construction Meetings - TBD Preconstruction Meetin¢ Holasek Business Park Development Grading & Site Utilities Tuesday, April 23, 2019 — 3:30 p.m. Agenda 1. Introductions A. Preconstruction Participants B. Project Description 2. Proiect Organization (Principal Parties & Responsibilities) A. Developer/Applicant: Eden Trace Corporation — Mark Undestad B. Design Engineer: Sambatek — Pete Moreau, Project Manager C. Survey Coordinator: Sambatek —Craig Johnson D. Architect: Edward Farr Architects (EFA) — Don Andersen E. Soils Engineer: American Engineering Testing (AET) — Jay Brekke F. City Staff for Inspections: (see contact fist) Prime Contractor G. Superintendent H. Foreman I. Phone Numbers/24-hour Emergency Number J. Safety Officer K. Erosion Control Supervisor L. Subcontractor List M. List of Suppliers/Materials/Shop Drawings i. Sanitary sewer, storm sewer, & water structures & materials ii. Lift station components 3. Permits A. NPDES Permit (Construction Stormwater) — Minger Construction i. Contractor Erosion Control Log Book (on site) ii. Posting of NPDES Permit iii. SWPPP mailbox iv. Requirement to maintain record of all maintenance and inspections, turn these over to Owner after the N.O.T. is filed. B. MDH Watermain (submitted 4/17/19) C. MPCA Sanitary Extension (obtain signatures) — update from MPCA, Sambatek to submit D. Carver County Public Works — Sambatek coordinating with County i. Commercial Access Permit ii. Grading/Excavation Permit iii. Utility Permit E. ACOE Wetland Replacement Approval Confirmation (expected mid-May) i. WCA NOD received 3/22/19 ii. ACOE AIR confirmation received 4/18/19 F. City of Chanhassen Excavation/Grading Permit 3. Contractor Schedule A. Start and Completion Dates B. Working Hours- City: 4. Testing & Utility Coordination: A. Utility Testing i. City to observe? B. Street subgrade: Contact Sambatek & Soils Engineer (AET) for observation. C. Contractor shall coordinate required soil observation and soil testing with AET, contact Jay Brekke (612-965-9275) and determine frequency of density tests. D. Tolerances (Sheet C4.02, Grading Note #15) i. 0.10' for building, parking, street subgrade ii. 0.30' for topsoil areas E. Contractor shall contact small utility companies prior to start of construction. i. Call Gopher One, anything in area needs to be flagged. ii. Magellan Pipeline Encroachment Agreement Requirements. F. Certified aggregate and granular material submittals G. Bituminous and concrete mix designs submittals 5. Specific Construction Items - Compliance with City Engineers Association of Minnesota (CEAM) Specifications and City Detail Plates. A. Watermain • Pressure test, chlorinate, flush, and bacteria testing • Testing coordination with public works- _ hour notice to • Irrigation layout by Kelly Green Irrigation B. Sanitary sewer • Final build • Mandrel test, televising C. Stormwater • Final build • Re -use system • Restore emergency overflow channels as necessary D. Site grading E. Construction Entrance F. Street Sweeping G. Pavements • Wet subgrade • Roll test • Draintile • Curbs • Sidewalk/ped ramp compliance with MnDOT/ADA standards • Paving H. "Approved for Construction" Process — Sambatek stamped plans will be issued in an IFC set. Plan revisions will be sent to all planholders. I. Contractor to schedule for as-builts per City requirements (building pads, utilities, pond overflows, etc.) 6. Construction Meetings - TBD Land Inventory I Chanhassen, MN - Official Website 13 1851 Lake Drive West 14 Motorplex Court -NW Corner of Audubon Road & Railroad Tracks APPROVED DEVELOPMENT View Project Web Page 15 8251 Audubon Road APPROVED DEVELOPMENT View Project Web Page 16A 1361 Lake Drive West 16B 1351 Lake Drive West 17 SW Corner Powers Blvd. & Railroad Tracks DEVELOPED View Project Web Page 18 621 Santa Vera Drive 19 580 Market Street 20A West 78th Street 20B West 78th Street 21 195 West 79th Street 22 NW Comer Lake Drive & Main Street DEVELOPED View Project Web Page 23 460 Lake Drive DEVELOPED View Project Web Page 3of6 http://www.ci.chanhassen.mn.us/814/Land-Inventory 5.29 PUD -Planned Unit Office/Industrial Development Bluff Creek Primary Zone 4 IOP -Industrial Office Office/Industrial Park 2.65 IOP -Industrial Office Office/Industrial Park 3.68 PUDR-Planned Unit Residential -High 1.45 PUD -Planned Unit Mixed Development 3/27/2019, 11:00 AM Development Density Residential 3.20 PUDR-Planned Unit Residential -High Development Density Residential 16.94 IOP Industrial Office Office/Industrial Park Shoreland Management District 3.82 PUDR-Planned Unit Residential High Development Density Residential 5.26 CBD -Central Business Commercial District .08 CBD -Central Business Commercial District .12 CBD -Central Business Commercial District 1.29 BH -Highway and Commercial Business Services 2.71 PUD -Planned Unit Mixed Development 1.45 PUD -Planned Unit Mixed Development 3/27/2019, 11:00 AM Land Inventory I Chanhassen, MN - Official Website 24 SE Corner Lake Drive & Main Street 25 East side of Main Street 226 8601 Waters Edge Drive 27 West 86th Street APPROVED DEVELOPMENT View Project Web Page 28A 760 Lake Susan Drive 28B 781 Lake Susan Drive 29A 8941 Crossroads Boulevard 29B 8971 Crossroads Boulevard Q 680 Southwest Village Drive 30B Southwest Village Drive DEVELOPED View Project Web Pane 31 9170 Great Plains Boulevard PENDING DEVELOPMENT View Project Web Page 32 9201 Audubon Road 33 9231 Audubon Road 34 9111 Audubon Road 35 1551 Lyman Boulevard Hat] 1.31 6.22 http-//www.ci chanhassen.mn.us/814/Land-Inventory PUD -Planned Unit Mixed Development 1.39 PUD -Planned Unit Mixed Development RSF-Single Family Residential -Low & Residential Medium 8.67 PUD -Planned Unit Development 1.13 PUDR-Planned Unit Development 1.39 Residential 2.04 PUDR-Planned Unit Development 5.28 Residential 0.79 PUD -Planned Unit Development 4.39 PUD -Planned Unit Development 0.94 PUD -Planned Unit 38.52 Development 2.75 PUD -Planned Unit Development 8.48 A2 -Agricultural Estate Density Commercial Mixed Mixed Mixed Mixed Mixed Mixed Residential -Low Density Office/Industrial & Parks/Open Space Office/Industrial & Parks/Open Space Office/Industrial & Parks/Open Space Office and Commercial 4 of 6 3/27/2019, 11:00 AM Bluff Creek Primary Zone 1.39 A2 -Agricultural Estate Bluff Creek Primary Zone 5.28 A2 -Agricultural Estate Bluff Creek Primary Zone 67.3 A2 -Agricultural Estate Bluff Creek Primary Zone 38.52 A2 -Agricultural Estate Density Commercial Mixed Mixed Mixed Mixed Mixed Mixed Residential -Low Density Office/Industrial & Parks/Open Space Office/Industrial & Parks/Open Space Office/Industrial & Parks/Open Space Office and Commercial 4 of 6 3/27/2019, 11:00 AM Land Inventory I Chanhassen, MN - Official Website httv://www.ci.chanhassen.mn.us/814/Land-Inventory 36A SW Corner Lyman Boulevard & 24.18 A2 -Agricultural Estate Office and Powers Blvd. Commercial 36B SE Corner Lyman Boulevard & 1.66 A2 -Agricultural Estate Residential - Powers Blvd. Medium Density 37 Lyman Boulevard 51.1 A2 -Agricultural Estate Office and Bluff Creek Primary Commercial 45 2451 Galpin Court 2.82 PUD -Planned Unit Development 5of6 Residential -Low Density Office Office Residential -Low Density Residential -Low Density Residential -Low Density Residential -Low Density Office Residential -Low Density Office (10 acres) Office/Industrial 3,27/2019. 11:00 AM Zone 38 1500 Pioneer Trail 35.32 A2 -Agricultural Estate DEVELOPED PUDR-Planned Unit View Project Web Page Development Residential (Preliminary) Bluff Creek Overlay District 39A Pioneer Trail 4.13 A2 -Agricultural Estate Bluff Creek Primary Zone 39B Pioneer Trail 3.33 A2 -Agricultural Estate Bluff Creek Primary Zone 39C Pioneer Trail 2.50 A2 -Agricultural Estate Bluff Creek Primary Zone 40 9150 Great Plains Boulevard 38.85 A2 -Agricultural Estate APPROVED DEVELOPMENT Bluff Creek Overlay View Project Web Page District 41 9250 Great Plains Boulevard 4.97 A2 -Agricultural Estate APPROVED DEVELOPMENT View Project Web Page 42 9350 Great Plains Boulevard 4.52 A2 -Agricultural Estate 43 1371 Pioneer Trail 31.15 A2 -Agricultural Estate 44 Great Plains Boulevard 114.2 A2 -Agricultural Estate 45 2451 Galpin Court 2.82 PUD -Planned Unit Development 5of6 Residential -Low Density Office Office Residential -Low Density Residential -Low Density Residential -Low Density Residential -Low Density Office Residential -Low Density Office (10 acres) Office/Industrial 3,27/2019. 11:00 AM Land Inventory I Chanhassen, MN - Official Website 6of6 http://www.ci.chanhassen.mn.us/814/Land-Inventory Home Site Mao Staff Only Directory Copyright Notices Accessi bi I itv 3/27/2019, 11:00 AM 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 5 day of re-btuuht.l , 20A. STATE OF MINNESOTA ) ( ss. COUNTYOFN9079 ) The 20 q by _ DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Trees S. W 2,K ELINDAC DAHL -, N'OTARYPUBLIC-MINNESOTA 1fY C014IMISSION EXPIRES 011318021 10 me this ` day of F�6 ru an cg NOTARY PUBLIC MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Ck:SANV- 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 .5 day of Fehr 20_0. u, 604 - 'Traci s- w e./k STATE OF MINNESOTA), NO ARYPUBLIC- MINNESOTA (ss.� v" MY COMMISSION EXPIRES 0113112021 COUNTY OF V� ) The fore oing instrument was acknowledged befoxe me this - day of Fehr ! 1 20 , by IP S x/11 . % hQn k e f'n"x DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 10 d- vg.,J NOTARY PUBLIC Carver County Public Works 11360 Highway 212, Suite 1 Cologne,MN55322 December 5, 2018 City of Chanhassen c/o Bob Generous Senior Planner 952-227-1131 bgenerous(a)ci.chan hassen. m n. us Re: Development / Access Review Comments: Holasek Business Park Final Plat on County Highway 18 (Lyman Blvd.) and at the Intersection of County Highway 15 (Galpin Blvd.) Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: The site plan and plat will need to be revised for no driveway access onto Lyman Blvd /CSAH 18 as proposed, other than at the traffic signal stub at Galpin Blvd. Meetings and discussions with the City and parcel owner have taken place to review and workout the potential / conditions for such a driveway but no agreement, resolution, and cost and roadway upgrade provisions have been worked out to the County's satisfaction. Should the Developer still want to pursue such an access, then several conditions, roadway and drainage issues would need to be developed and paid for at the sole expense of the developer and would require review and approval by the County in a timely fashion as determined by the County. If issues were resolved, some form of developers contract and bond and surety would be required for such work as a new raised extended center median, new exclusive right turn lane, new muck / excavation / grading work, and new roadway and side road drainage / ditch facilities. Changes to the site plan would also be required at and along this work. 2. The site plan and plat will need to be revised for changes required to the design and provisions of the access at the existing traffic signal stub at Galpin Blvd. Longer turn lanes and regrading of the entrance deeper further south and east along the site are required. The developer will need to develop, deliver, and install a traffic signal revisions project, plans and specifications in coordination with and to the review and approval of the County. Several design meetings with the County and site and road survey of existing conditions will be required. The full scale of improvements to the intersection and traffic signal will need to be determined, but may include but not be limited to such things as new detection, mast arm extensions, confirmation of truck turning radii, ADA ramp upgrades, new traffic signal poles and bases, and changes / updates to traffic signal timing, etc. Some form of developer's contract and bond and surety for this will be required. 3. The site plan and plat will need to be revised to match the County and City's joint active current plans for the CSAH 18 reconstruction project, specifically to match the project's Transportation Project / Right of Way Plat No. 27 (Plat File 1750, Document A-667706. 4. The site plan and plat shall maintain the already noted and planned 10 -ft wide public drainage and utility easement along CSAH 18 for the full length of the plat along CSAH 18. 5. The site plan and plat shall be revised to provide a 20 -ft wide public drainage and utility easement along the property's western edge for the full length of the western property north to south. 6. The plat's final grading plans, ponds, and right of way along CSAH 18 (Lyman Blvd.) will need to be reviewed and approved. A grading permit will be required for grading work within the highway right of way. The County will need to review and approve an exhibit drawing showing a cross section of CSAH 18 (Lyman Blvd.) showing proposed grades for the roadway and subject lot(s). 7. A final check with the County is required for drainage and utility easement needs, as well as water main and utility needs and locations along CSAH 18 (Lyman Blvd.) and CSAH 15 (Galpin Blvd.). 8. The technical details of the plat, its boundaries and form(s) will need to be reviewed and approved by the County Surveyor. 9. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain various permits including a Commercial Driveway Access Permit and a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (htty://www.m.carver.mn.us/how-do-i/aooly-for/a- rmit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 10. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmocorrnicKb o.carver.mmus or by phone at (952) 466-5208. Sincerely, Dan McCormick, P.E. PTOE Transportation Manager Carver County Public Works Minnesota Wetland Conservation Act Notice of Decision Local Government Unit (LGU) Address City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 1. PROJECT INFORMATION Applicant Name Project Name Date of Application Eden Trace Corporation Holasek Farm Application Number Mark Undestad October 17, 2018-08 8156 Mallory Court 2018 Chanhassen, MN 55317 ® Attach site locator map. Type of Decision: ❑ Wetland Boundary or Type ❑ No -Loss ❑ Exemption ❑ Sequencing ® Replacement Plan ❑ Banking Plan Technical Evaluation Panel Findings and Recommendation (if any): ❑ Approve ❑ Approve with conditions ❑ Deny Summary (or attach): No comments were received from the TEP during the comment period. 2. LUUAL GUVERiNME1N-1 Date of Decision: 3/22/2019 ❑ Approved ® Approved with conditions (include below) ❑ Denied 1. The applicant will need to submit corrected and updated Bank Withdrawal forms reflecting the 88,420 sf of banking credits. LGU Findings and Conclusions (attach additional sheets as necessary): BWSR Forms 7-1 -10 Page I of 3 I r�j The applicant is proposing an industrial development on a 49.75 -acre parcel in the NE1/4 S 21, T1 16N, R23W. The wetland delineation was approved on November 27, 2018. The applicant had applied for incidental status for Wetlands 1, 2, 3, and 5. The LGU concurs with this determination of incidental wetlands. Additionally, the applicant originally applied for sequencing flexibility for impacts to Wetland 4A. However, a MnRAM determined that Wetland 4A was rated as a medium quality wetland due to the wildlife criteria. Therefore, the applicant retracted the claim that sequencing flexibility applied to the wetland. Due to this retraction, the applicant provided further avoidance and minimization information, which is provided COE application (available upon request). The project originally proposed to impact 2.41 acres of Wetland 4 to accommodate the industrial development and grading. At a replacement ratio of 2:1, the applicant planned to replace the impacts with 4.82 acres at three different wetland banks. The actual impact amount was reduced based on the NOD for the wetland delineation — the applicant revised their site plans to show the correct, smaller wetland boundary that was approved with the delineation NOD. As a result, the total impacts to Wetland 4 are 44,210 square feet, or 1.01 acres. As such, the new amount of wetland replacement necessary for this project is 88,420 sf (2.02 ac). The table below summarizes each of the five wetlands and their impact and replacement amount. Wetland replacement is being proposed at a 2:1 ratio through purchase of wetland banking credits, and it will be the applicant's responsibility to update the Wetland Bank owners of the revised impact and credit amounts. Based on a review of this application, the LGU has determined that this application meets the requirements of the Wetland Conservation Act. For Replacement Plans usine credits from the State Wetland Bank': Bank Account # Bank Service Area Wetland Impact Summary Credits Approved for Incidental? Impact Amount Replacement Amount Wetland 1 Y 92,812 sf (2.13 ac) Wetland 2 Y N/A Wetland 3 Y N/A Wetland 4 N 44,210 sf (1.01 ac) 88,420 sf (2.02 ac) Wetland 5 Y 1,626 sf (0.04 ac) Based on a review of this application, the LGU has determined that this application meets the requirements of the Wetland Conservation Act. For Replacement Plans usine credits from the State Wetland Bank': Bank Account # Bank Service Area County Credits Approved for Withdrawal (sq. ft. or nearest .01 acre) 1468 BSA 9 Le Sueur 142,210 sf 1650 BSA 9 Lyon 37,078 sf 1605 BSA 9 Stevens 30,671 sf TOTAL: 209,959 sV 'Please note that the amounts of credits listed above was for the original impact amount of 2.41 acres. The applicant will need to submit corrected and updated Bank Withdrawal forms reflecting the 88,420 sf of banking credits. BWSR Forms 7-1-10 Paea of 3 Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the approval of a Wetland Replacement Plan is conditional upon the following: ❑ Financial Assurance: For project -specific replacement that is not in -advance, a financial assurance specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522, Subp. 9 (List amount and type in LGU Findings). ❑ Deed Recording: For project -specific replacement, evidence must be provided to the LGU that the BWSR "Declaration of Restrictions and Covenants" and "Consent to Replacement Wetland" forms have been filed with the county recorder's office in which the replacement wetland is located. ® Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has withdrawn the credits from the state wetland bank as specified in the approved replacement plan. Wetlands may not be impacted until all applicable conditions have been met! LGU Authorized Sianature: Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as specified above. If additional details on the decision exist, they have been provided to the landowner and are available from the LGU upon request. Name Title Todd Gerhart City Manager Signa 1 , Q �\— Date 3/26/19 Phone Number and E-mail (952) 227-1119 �/I`/► TGerhardt ci.chanhassen.mn.us THIS DECISION ONLY APPLIES TO THE MINNESOTA WETLAND CONSERVATION ACT. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. Applicants proceed at their own risk if work authorized by this decision is started before the time period for appeal (30 days) has expired. If this decision is reversed or revised under appeal, the applicant may be responsible for restoring or replacing all wetland impacts. This decision is valid for three years from the date of decision unless a longer period is advised by the TEP and specified in this notice of decision. 3. APPEAL OF THIS DECISION Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal, including applicable fee, within thirty (30) calendar days of the date of the mailing of this Notice to the following as indicated: Check one: ❑ Appeal of an LGU staff decision. Send ® Appeal of LGU governing body decision. petition and $_ fee (if applicable) to: Send petition and $500 filing fee to: Executive Director Minnesota Board of Water and Soil Resources 520 Lafayette Road North St. Paul, MN 55155 BWSRFonns 7-1-10 Page 3 of 3 4. LIST OF ADDRESSEES ® SWCD TEP member: afinke@co.carver.mn.us ® BWSR TEP member: ben.carlson@state.mn.us ® LGU TEP member (if different than LGU Contact): amoffattna wsbeng corn ® DNR TEP member: Beckv.1-fortont7astate.mmus ❑ DNR Regional Office (if different than DNR TEP member) ® WD or WMO (if applicable): ffiLoy@.co.carver.rrm.us klarsonAco.carver.mn.us ® Applicant and Landowner (if different): markAedentrace.com, tullontAsambatek.com ❑ Members of the public who requested notice: ® Corps of Engineers Project Manager: Justin.T.Bemdi@usace.army.mil ® BWSR Wetland Bank Coordinator (wetland bank plan decisions only) 5. MAILING INFORMATION ➢For a list of BWSR TEP representatives: www.bwsr.state.mn.us/aboutbwsr/workareasfWCA areas.pdf ➢For a list of DNR TEP representatives: www.bwsr.state.mn.us/wetlands/wea/DNR TEP contacts.pdf ➢Department of Natural Resources Regional Offices: NW Region: NE Region: Central Region: Southern Region: Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. Reg. Env. Assess. Reg. Env. Assess. Ecol. Div. Ecol. Resources Div. Ecol. Resources Ecol. Div. Ecol. Resources 2115 Birchmont Beach Rd. 1201 E. Hwy. 2 Div. Ecol. Resources 261 Hwy. 15 South NE Grand Rapids, MN 1200 Warner Road New Ulm, MN 56073 Bemidji, MN 56601 55744 St. Paul, MN 55106 For a map of DNR Administrative Regions, see: htttp://files.dnr.state.mn.us/aboutdnr/dnr regions.2df ➢For a list of Corps of Project Managers: www.mvp.usace.army.mil/regulatory/default.asp?t)apeid=687 or send to: US Army Corps of Engineers St. Paul District, ATTN: OP -R 180 Fifth St. East, Suite 700 St. Paul, MN 55101-1678 ➢For Wetland Bank Plan applications, also send a copy of the application to: Minnesota Board of Water and Sail Resources Wetland Bank Coordinator 520 Lafayette Road North St. Paul, MN 55155 6. ATTACHMENTS In addition to the site locator map, list any other attachments: ® Email correspondence with the applicant regarding revised wetland boundary, impact amount, and MnRAM information ® Wetland Replacement Application ® Wetland Impact Figure BWSR Forms 7-1-10 Page 4 of 3 Email Correspondence B W SR Forms 7-1-10 Page 5 of 3 Wetland Replacement Application BWSR Forms 7-1-10 Page 6 of 3 Wetland Impact Figure BWSR Forms 7-1-10 Page 7 of 3 0 aol8-t� 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Eden Trace Corporation and Holasek Farms, LLC for Rezoning, Preliminary Plat, Wetland Alteration Permit and Site Plan Review. On November 20, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation and Holasek Farms, LLC for a Rezoning from Agricultural Estate District, A2 to IOP; Preliminary Plat approval creating three lots and an outlot; approval of a Wetland Alteration Permit; and Site Plan approval for a total of 449,350 square feet in three office industrial buildings. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance 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 The property is currently zoned Agricultural Estate District (A2). 2. The property is guided in the Land Use Plan for Office Industrial use. The legal description of the property is: (See Exhibit A) 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city Comprehensive Plan since the zoning is consistent with the land use designation of the property, utilizes available infrastructure and provides business opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are office industrial uses to the west and north, an arterial roadway to the north and is buffered from the single-family homes by distance and landscaping. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to the conditions of approval for the subdivision, wetland alteration and site plan review. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity since adequate infrastructure is available to the site. EV-<<t1=s 0 f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision complies with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's Comprehensive Plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record, but will provide additional required easements; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. When approving a Wetland Alteration Permit the city must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Sec. 20-232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The developer shall mitigate any wetland impacts. b. The proposed development will be consistent with the objectives of the city's Comprehensive Plan and this chapter. The developer shall meet all water quality standards required of it. 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. The project proposes the development of a business park, which are currently existing to the west and north of this parcel. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The project proposes the development of an office / warehouse business park. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse 2 0 0 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. The developer shall preserve the southern outlot as permanent open space. 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. The development shall provide additional economic and employment opportunities for 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. Primary access is provided via a signal controlled intersection. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. The project proposes the development of office industrial buildings similar to those in the development to the north and west. k. The proposed development will not depreciate surrounding property values. The project proposes the development of office industrial uses similar to those in the development to the north and west. 1. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, VI, XIV, Division 1, and X300 of the Chanhassen City Code. Site Plan Review a. 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; Finding: The proposed development is with the elements and objectives of the city's development guides as well as meeting the design standards for Industrial Office Park developments. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves 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; Finding: The site has been significantly altered by previous grading on the parcel. 9 0 The proposed development is in keeping with the general appearance of the neighboring developed areas. d. 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; Finding: 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. Creates a 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; 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. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. f. 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. Finding: 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 traffic circulation. 8. The Planning Report #2018-18 dated November 20, 2018, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the rezoning of the property from Agricultural Estate District, A-2, to Industrial Office Park, IOP; Preliminary Plat approval creating three lots and one outlot with access via a private street; a Wetland Alteration 4 Permit; and Site Plan approval for three office industrial buildings with a total of 449,350 square subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 200' day of November, 2018. CHANHASSEN PLANNING COMMISSION BY: Its Chairman EXHIBIT A Legal Description The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; ME That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest comer of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; L-Urp, The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter comer of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.4'_ feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast comer thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; ME All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. W January 23, 2019 • 0 CITY OF C HANHASSE N Chanhassen is a Community for Life- ProvidingforToday and Planning forTomolrow Carver County Community Development Agency Attn: Allison Streich, Deputy Director 705 North Walnut Street Chaska, MN 55318 Re: Holasek Business Park Community Growth Partnership Grant Application Planning Case File No. 2018-18 Dear Ms. Streich: Attached is the Community Growth Partnership Grant application for the above -referenced development. Please feel free to contact me if you have any questions. I can be reached at 952- 227-1139 or by email at kaanenson@ci.chanhassen.mn.us. Sincerely, i11 %,/I G / Kate Aanenson, AICP Community Development Director SCANNED gAadmin\cp\economic development\cda\holasek cvr lettendocx PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 • 0 COMMUNITY GROWTH PARTNERSHIP GRANT APPLICATION Introduction. This application requests information about the redevelopment plan, project, and activities. The Redevelopment Plan question portion of the application refers to the entire redevelopment area. The project and activity question portion of the application refers to the specific work to be completed in the redevelopment plan area. General Information Project Name: Holasek Business Park Applicant City: Chanhassen Applicant Address: 7700 Market Blvd Application/Project Contact: Kate Aanenson Contact Email Address: kaanenson(n,ci.chanhassen.mn.us Phone Number: 952-227-1139 Authorized Official(s) for Execution of Contracts (name and title):_ Todd Gerhardt City Mana erg & Mayor Elise Ryan How much funding are you requesting? $60,000.00 I. COMMUNITY DEVELOPMENT PLAN QUESTIONS 1. Describe the type of business. Light manufacturing and distribution 2. Describe the business project (rehabilitation/expansion/new construction) for which funds are being requested. The site had a greenhouse and growing operation. Poor soils, the Magellan pipeline and wetlands had prohibited the maximum development of the site. The proposed project will lead to new construction on the site. 3. Describe how the proposed project will benefit the community or area in which the business is located. The site is currently underutilized. The site constraints make it a challenging site to development. The site has access to city municipal services and access via a county road. The development of the site will provide business and economic opportunity in the community as well as additional jobs. 4. Describe direct and indirect employment benefits, effects on the tax base (if any), and benefits to other businesses and organizations. The site has an estimated Market Value of $4,267,800 as vacant land. It has a taxable Market Value of $331,000 and a total tax if $3,012.00. After redevelopment, all buildings should produce $730,750 in total taxes. 5. Smart Growth: Describe how the project incorporates smart growth concepts, including proximity to public transit, pedestrian -friendly design, maximizing green space, mixed land uses, and community building elements. The site uses existing infrastructure, and is an infill development, properties around the site are developed. The site is accessible via public transportation via Southwest Transit. Pedestrian access to the city's trail system will be made from the development to Lyman Boulevard.. 6. Leverage: Itemize all other funding sources for the Community Development Plan. Please include all previously awarded CGP grants. Source of Funds Amount Funding Source Site Grading Private Financing Private Erosion Control and site seeding $70,500 Storm Water $690,576 Landscaping �QQ Sanitary Sewer and Water $565,557 �QO �QQ Total: $1,622,523 7. Itemize Community Development Plan expenses. Itemized Use of Funds/Expenses Amount Funding Source Site Grading $275,890 Private Erosion Control and site seeding $70,500 Storm Water $690,576 Landscaping $20,000 Sanitary Sewer and Water $565,557 Total: $1,622,523 8. Environmental Benefits: Has the rehabihtation/expansion/new construction area been found or suspected to be contaminated? Yes ❑ No X 9. Does the rehabilitation/expansion/new construction include the cleanup of contaminated soils, hazardous waste or materials? Yes X No If yes, please describe information on the type of cleanup, what measures have been taken to address the contamination, consultant reports, and/or Response Action Plan. There has dumping on the site since the previous use was vacated. 10. Describe positive environmental impacts of the rehabilitation/expansion/new construction. Storm water and water quality infrastructure with the development will improve water quality especially into Lake Hazeltine, which is listed as an impaired water body. The landscaping will provide environment benefits as well as enhanced aesthetics. r 0 Economic Benefits What are the current property taxes for the business? $9,000 Pay Year 2018 What will the estimated property tax be after business rehabilitation/expansion/new construction? $900,000 Pay Year 2021 How was this figure determined?—This number is consistent with building of the same type and finish. Who determined it? City Staff Project the number of new jobs created after rehabilitation/expansion/new construction. Total new jobs =18-20 FTEs. Number of new jobs with wages greater than $14.00 per hour =18-20 FTE II. PROJECT AND ACTNITY QUESTIONS Project site address(es): 8610 Galpin Blvd Chanhassen Acreage of site: 36.4 acres Number of parcels: 1 Is the Project site publicly or privately owned? Publicly Owned ❑ Privately Owned X Current Project site owner(s): Holasek Farms LP Current appraised or assessed value of the site: $4,778,500 taxable Market Value $331,000 Projected appraised or assessed value of the site after rehabilitation/expansion: $31,000,000 Attach the appraisal or assessor's current and projected values. (see attachment) Legal description of Project site (may be separate attachment): See Exhibit A 1. Describe the Project including location map, photos, and current and projected site plans. Maps should include property boundaries, north arrow, and bar scale. A total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building Q. 2. Describe the Activities that are part of the Project. • Site Grading • Soil corrections • Installations of utilities and storm water facilities • Construction of office industrial buildings Is demolition of slum and blight or other structures an Activity of the Project? Yes ❑ No X 1. How many residential buildings are on Project site? 0 Commercial buildings? 0 How many residential buildings are vacant? n/a 2. Describe how the Project will make more efficient use of the site. • The site was an nursery site and growing field The property was under utilized Commercial buildings? n/a 01-1 L The development will provide my tax base via the new buildings and create additional good paying jobs. 1. Leverage. Itemize all other funding sources for the Project and the Activities identified as part of the Project. Source of Funds Funding Source No X If yes, Status: Environmental review: Yes No X �QQ �00 �QQ $ �QQ Itemize Project expenses for each Activity. Be as detailed as possible. Project Activities/Expenses Costs Funding Source No X If yes, Status: Environmental review: Yes No X If yes, Status: $ Total: 1 $ 2. List other sources of funds requested or considered but not obtained for the Project and explain why they were not obtained, to the best of your knowledge. (The purpose of this question is to ensure all funds have been exhausted.) The project does not qualify for city TIF and is not eligible for Metropolitan Council Livable Communities funding. IF the project includes property acquisition, clearance, and/or construction activities, describe how owners, tenants, and businesses will be temporarily or permanently relocated. Attach relocation plan, if applicable. The site is currently vacant. 3. Readiness to Proceed. Please provide detailed project timeline with all actions, phases, and anticipated dates for completion. The Developer is planning to start work on May 1, 2019 4. Please indicate whether any of the following entitlement or due diligence actions are required or have been completed for the Project: Zoning amendments or variances: Yes ❑ No X If yes, Comprehensive plan amendment: Yes ❑ No X If yes, Status: Environmental review: Yes No X If yes, Status: Market or feasibility study: Yes ❑ No X If yes, Status: 0 Legal Description EXHIBIT A The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; ME That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest comer of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; AND The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast comer of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest comer of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest comer thereof, thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; 0 0 AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast comer thereof, thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof, All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. 0 CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) 0 I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2018-64 "Approving Application for Funding from the Carver County Community Development Agency Community Growth Partnership Initiative Grant Program" adopted by the Chanhassen City Council on December 10, 2018 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this I Vh day of December, 2018. 4AA Kim T Meuwissen, Deputy kerk 0 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 10, 2018 RESOLUTION NO: 2018-64 MOTION BY: Tiornhom SECONDED BY: McDonald RESOLUTION APPROVING APPLICATION FOR FUNDING FROM THE CARVER COUNTY COMMUNITY DEVELOPMENT AGENCY COMMUNITY GROWTH PARTNERSHH' INITIATIVE GRANT PROGRAM WHEREAS, the City of Chanhassen has identified a proposed project within the city that meets the Carver County Community Development Agency (CDA) Community Growth Partnership Initiative Grant program's purposes and criteria; and WHEREAS, the city has established Business Subsidy Guidelines of which the proposed project is a component; and WHEREAS, the city has the capability and capacity to ensure the proposed project be completed and administered within the Growth Partnership Initiative Grant program guidelines; and WHEREAS, the city has the legal authority to apply for financial assistance; and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen that the City of Chanhassen approve the application for funding from the Carver County CDA Community Growth Partnership Initiative Grant program. BE IT FURTHER RESOLVED that upon approval of its application by the Carver County CDA, Mayor Denny Laufenburger is hereby authorized to execute such agreements as are necessary to receive and use the funding for the proposed project. Passed and adopted by the Chanhassen City Council this I& day of December, 2018. ATTEST:: JA Todd Gerhardt, City Manager YES NO Denny Lauf burger, Mayor ABSENT Laufenburger Ryan None McDonald Campion Tjomhom H i.._.. 1900000fais �' qq 1 ' 1 \q W NOLL03S — — — — SS Za • 1 Z � L � f m D$ j LL } m" q t i r H i.._.. 1900000fais -r VWVW JNA\o W7 -O-0 0 l � ' 1 W NOLL03S — — — — i • 1 Z � L • D$ j LL • m" t r _- -r VWVW JNA\o W7 -O-0 0 l � iv -,nk4,i AW 4 Property Card Akarcel ID Number 250210100 Aklk Taxpayer Information -. Taxpayer Name HOLASEK FARMS LP CIO CAROL THLIENING Mailing Address 917 KELLY CT CHANHASSEN, MN 55317 - Property Address Address 8610 GALPIN BLVD j City CHANHASSEN, MN 55317 Parcel Information Uses Agricultural GIS Acres 49.75 Net Acres 49.62 Deeded Acres 50.29 Plat Lot Block Tax Description NE114 NE114 8 BEGAT PT ON S LINE NW 1l4 NW 1l4 SECT 22 WHICH PT IS 3.60 CH W OF SE CORN Building Information Building Style Above Grade Finished S Ft Bedrooms Year Built Garage Miscellaneous Information School District 0112 Watershed District 1 WS 067 CARVER CO WMO Homestead N Green Acres Y Ag Preserve N Assessor Information Estimated Market Value 2017 Values (Payable 2018) 2016 Values (Payable 2019) Last Sale Land $4,267,800.00 $4,778.500.00 Date of Sale Building $0.00 $0.00 Sale Value Total $4,267,800.00 $4,778,500.00 r,e aaa O. r'omullm „ampYtw m�mlas Carver COunh ns dance. anmrs. e,�b oamw wnlm arae m a eeera eeo-ss. wen ma Eau a mor a mis oaalmn. bns IX MnNtles. ean« eRpRIM IX IrryIIaE. M Vg m«O!�aMeMey«Aroass o IeuerIXtle Ealy ani, war e+WreeaH wervea an alma, as apms w alxd, aaemNv. ua rldn )MIO Yfe9 M InbTlalin Grw'EN br11YW. b amOblaea «gpaa. n a «oro.ae xmsa ro n a aey wE an eaaww wEr mama nw la« ar:�ces iday, January 4, 2019 Carver County, MN Carver County Property Tax, Electi License Centers Sep PROPOSEDTAX a - 600 Easl 4' 69eet, P.O. Boy. 69 $3.010.00 VA AND CLASSIFICATIONChaska, MN 55318-0069 L Taxes Payable Year: 2017 2018 952-361-1910• Mww.m.Darvermn.as TAX STATEMENT Estimated Market Value: 3,010.800 4,267,800 r. Fame bbwNVNlaurweraeM 9W HaeesteaJ Exclusion'. •Py yaMbesaane 1 Taxable Market Value: 345,400 331,000 •apn94aM TU PaAIaaRaNrev Taal Tame Due n 2018: New ImProvementsl •PMe6fvelnpeeay°via R.nai Tax Detail for Your Properly. Expretl Exclusions: I Taxes Peyabk Y 2077 Property Cldssi(� A9 Non-Iwtn A9 Non-Xzte l Property ID a: 2&0210100 1 Use me am NmFmm MIPRowdyweeeVbeforePropeaye 1-e ❑ tion: 10 HALF PAYMENT STUB - PAYABLE 2018 To Pay online go to www.w.cerver.mn.ua Sep PROPOSEDTAX Taxpayer HOLASEK FARMS LP/f $3.010.00 PLEASE INDICATE YWR Addn to CORRECTION C,ro n, payments mond tie Pad -a- ON REVERSE aIDEOFTHIS PAYMENTSTUB TO AVOID PENALTY PAY ON OR BEFORE: May 15 CO CAROL THUENING L 1312 SHADYWOOD LNPflOPEflTY TAX STATEMENT FULL TAX AMOUNT: 3,012.00 WACONIA MN 55337-1179 s ap 0se: Ney 15 Rlatfextmdu 1.506.00 3 sec lad taxes cue. Novanlber 15 1,506.00 Taal Tame Due n 2018: 3,012.00 /Iv /Iv 4N Tax Detail for Your Properly. Carver County I Taxes Peyabk Y 2077 2018 IFNk/ yx! Yx! 1 Use me am NmFmm MIPRowdyweeeVbeforePropeaye 1-e ❑ Chaska, MN 55318-0069 REFUNDS? Foe by August 15. 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"D 5 Propvly tam aau aaMla 3,6M oo 3,012 DO BIIM: 911658 6 Count, ACARVER COUNTY 1.342.8] 12M 27 PNpedy Aahes4 B CO RAIL AUT110RnY 3S2 378 7 CiN or Town CITYOFCHANHASSEN 82394 750.25 BRIO GAJ -PIN BLVD 8 Stale General Tex CHANIUSSEN MN 5531 ]-9413 9 Sclwd Dorm SD 0112 Easffim Carver Cnty A Vola Approved Laves 92019 54025 Plaparty Dseaptlm: B Otler local Leirea 357 98 305-62 2 ppwTIseM1M1pp qqyy�qe rA Woo C0uWI 30 213 10. Special Taxing DulMs V 37 WIA 4 6 BETAT PT DFI THE NW I/4 Is wt Mo>Auro Co trol 1634 14.78 NW1/4 SECT 22 WHICH PT IS 960 CH W OF C Meso Tremil Diol 5125 4522 SECORN NWI/4 NW1/4;THN 22.5-W 17.10 CII; TH47.5-W2 CH: THN71.51Y860CHT0 OCarver COumY CDA 59]9 5428 NW CORN NWI/4 NWIN; TH 520CN TO SW E. Watershed 3174 920D CORN; TH E 1840 CH TO BEG IN NW 1/4 NW1H CONT 22.52 AC 6 11. Noooe tip refereMe kves 12. Tealr Pr Paelea M betas— RPedal sseasernents 3.898.00 1 3.012 fq 13. SPeoel Aa5ee5mIXlss Imereel Pnnapal 14. TOTALPROPERT TAX AND SPECIAL ASSESSMENTS SA 8,atim 2n° HALF PAYMENT STUB - PAYABLE 2018 To par online 90 to www.m.cerver.nn.Is TXe °°Xne peymenl IeaW re is evelYb4 Me runnlpFr rYprymmk PLEASEINDICATESID YWRADDRESS CTNXI Deimpuenl Paymen¢®nnal lx WMmale. ON REVERIE SIDE OF THIS PAYMENT $TUB. TST. TO AVOID PENALTY PAY ON OR BEFORE: November 15 Properly IDM: 25.0210100 © SECOND 1/2 TAX AMOUNT DUE: I 1,506.DO 3 � n Make checks payable to and remit to: A Bill M: 911658 Carver County L Ta" Pale': P.O. Box 69 HOLASEK FARMS LP Chaska, MN 55316-0069 { C/OCAROLTHUENING C 1312 sHADYWOOD LN'Ill��r��rl1.111�I1ril'�Il�rllll��lll'I��Illarrl�l�l�lrrlrrl�lll� WACONIA MN 55387-1179 r°°r wrrelke rnerx a prom m Pevmeni.PNa°e eros r°°r v,noanv lo+°nvWr°rera. eaa.1 a mese era n°i new. omv °moat a s. Fsooary mrenNik: wrm•m mall Bale links rep,eslen aM k -a "'a WCM is M°r E. ManNanurN Xmme 02 2018 250210100 000150600 2 ��.nr .ss°m. 'rte'° •°°°"'pane°'"ssmr,aa n vw pav von, k:a. me. rw.lu m °Lame° a i,erranv. see oar. m: °erdle 10 HALF PAYMENT STUB - PAYABLE 2018 To Pay online go to www.w.cerver.mn.ua Tole -n oa Peymeol le°wre ie eva oo- I-'. CUTm yev res Parmem. PLEASE INDICATE YWR Addn to CORRECTION C,ro n, payments mond tie Pad -a- ON REVERSE aIDEOFTHIS PAYMENTSTUB TO AVOID PENALTY PAY ON OR BEFORE: May 15 Property to#: 25.0210100 FULL TAX AMOUNT: 3,012.00 F1RST 12 TAX AMOUP7T DUE: 1,506.00 Bill M: 911656 Make checks payable to and remit to: T ' HDILASELABEK FARMS lP Carver County CIO CAROL THUENING P.O. Box 69 1312 SHADYWOOD LN Chaska, MN 55318-0069 WACONIA MN 55387-1179 �'III��'��r114111� 11 rll'�I1�11111�� tll'I��IIIee41�I�I�lI11"1111 6 rai<Nw Pte'1 Ge FSl lflamyDa 01 2018 250210100 eaoo I Safi°a M1 °"a° a ai4" areoevar U5 P 000150600 4 Pow'°.1-kr•^ w r.ay se. inkss r.9ketea w k rak l.m d ei ®Ikrkwe ur.xanr.erwik FaaoN Wnd55091° kisWRrN FNN Wes °t itro.W wksmSWaaYlM n m wr va,r W� w. m.x a mar9e4 a oseM Sw mor Id uws. CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2018-18 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, Novemner 20,2018 at 7:00 p.m. in the Cou o.il Chambers in Chanhassen Ci:y Hall, 7700 Market Blvd. The purpose of this hearing is tc consider rezoning tyis Pa -,el from Agricultural Esta? District (A2) to Industrial Office Park District (IOP); Subuivision review creating throe Iota and an outlot: Wetland A'.eraLon Permit: Site Plan Review o` a total of 449,350 A. in three of .,R industrial buildings. Applicant Mark Undestad, E4eu Tragi^ Corporation, Owne-. Holase Farms LP A plan showing the locatim of the proposal is available for public review on the citys web site at www.ci.chanhassen, mn.us/2018-18 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, AICP Email: bgenerousg ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, November 8 2018: No, 9659) SCANNsD Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. 6 5� was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: Subscribed and sworn before me this day of 2018 M KTA131123 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.97 per column inch Pc aooi - I V CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 635 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City s zoning ordinance, is hereby amended by rezoning from Agricultural Estate District (A-2) to Industrial Office Park District (10P), for property within the Holasek Business Park development, with the following legal description: Lots 1 through 3, Block 1, and Outlot A, Holasek Business Park, Carver County, Minnesota. Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this I& day of December, 2018, by the City Council of the City of Chanhassen, Minnesota odd Gerhardt, City Manager Denny La4enburgef, Mayor 49 (Publish in the Chanhassen Villager on December 20, 2018) mc)( 8' 1F: K -3 - COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSEN Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 c) APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: ID nn - I -t — (y PC Date: I t - .tU ' t $ CC Date: 60 -Day Review Date: I Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 Q Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Create 3 lots or less ........................................$300 ❑� Create over 3 lots .......................$600 + $15 per lot ❑ Conditional Use Permit (CUP) ( 4 lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) .................................. $300 ❑ All Others......................................................... $425 ❑ Consolidate Lots .............................................. $150 ❑ Interim Use Permit (IUP) ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ❑ In conjunction with Single -Family Residence.. $325 ..........................................................$700 (Includes $450 escrow for attorney costs)' ❑ All Others......................................................... $425 'Additional escrow may be required for other applications � ❑Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 (Additional recording fees may apply) 0 All Others......................................................... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 0 Wetland Alteration Permit (WAP) ❑� Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative.................................................. $100 ❑ All Others ....................................................... $275 Commercial/Industrial Districts' ......................$500 ❑ Zoning Appeal $100 Plus $10 per 1,000 square feet of building area: ...................................................... ( 289 thousand square feet) El Zoning Ordinance Amendment (ZOA)................. $500 Include number of existing employees: Include number of new employees: ❑NOTE: Residential Districts $500 When multiple applications are processed concurrently, .................................... Plus $5 per dwelling unit (_uunits) the appropriate fee shall be charged for each application. ❑✓ Notification Sign (City to install and remove)......................................................... .......... $200 ❑✓ Property Owners' List within 500' (city to generate after pre -application meeting) .................................................. $3 per address ( 40 addresses) Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit 0 Site Plan Agreement ❑ Vacation ❑ Variance 0 Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: $5,245.00 Section 2: Requiiredlirir�on Description of Proposal: Three office/warehouse buildings and related parking lots, utility services, and stormwater management ponds - Property Address or Location: SW of Lyman Blvd. (CSAH 18) & Galpin Blvd. Parcel #: 250210100 Legal Description: See attached ALTA survey Total Acreage: 49.00 Wetlands Present? 0 Yes ❑ No Present Zoning: Agricultural Estate District (A2) Requested Zoning: Industrial Office Park District Present Land Use Designation: Office/Industrial Req ue b�X npg ation: Office/Industrial Existing Use of Property: Agricultural, undeveloped. D RECEIVED Check box if separate narrative is attached. OCT 192018 CHANNiSSEN PLANNING DEPT Section 3: Property .. APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner. I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Eden Trace Corporation Contact: Mark Undestad Address: 8821 Sunset Trail Phone: City/State/Zip: Chanhassen / MN / 55317 Cell: (612) 803-6970 Email: mark@edentrace.com Fax: Signature: _/y9— — Date: 14%" t7— IS PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the fling of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax Signature Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Sambatek, Inc. Contact: Pete Moreau Address: 12800 Whitewater Drive Phone: (763) 476-6010 City/State/Zip: Minnetonka / MN / 55343 Cell: Email: pmoreau@sambatek.com Fax Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: ❑O Property Owner Via: ❑� Email ❑r Mailed Paper Copy Name: Edward Farr Architects, Inc. (attn: Ed Farr) 0 Applicant Via: El Email Mailed Paper Copy Address: 7710 Golden Triangle Drive R1 Engineer Via: Email Mailed Paper Copy City/Stale/Zip: Eden Prairie / MN / 55344 El Other` Via: Email Mailed Paper Copy Email: e.farr@edfarrarch.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM Section 3: Property . Applicant APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Eden Trace Corporation Contact: Mark Undestad Address: 8821 Sunset Trail Phone: City/State/Zip: Chanhassen / MN / 55317 Cell: (612) 803-6970 Email: mark@edentrace.com Fax: Signature: 4& Date: tm- PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I\certify the information and exhibits submitted are true and correct. r �that Name: �p t[iJie�tt11Glyytn�Y�.L•� Contact: --.__Fi Address: ��—l4�y W\�Y�- Phone: city/Stat+e//Zi_p: \'I/�!L Irt o Scf n VVI In . SS 31-7 Cell: , Email: rlU�0..SC�L `0 Fax: &I, ig Signature: Date: %0 a This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Sambatek, Inc. Contact: Pete Moreau Address: 12800 Whitewater Drive Phone: (763) 476-6010 City/State/Zip: Minnetonka / MN / 55343 Cell: Email: pmoreau@sambatek.com Fax: Section 4: Notification Information Who should receive copies of staff reports? "Other Contact Information: Q Property Owner Via: 0 Email F1 Mailed Paper Copy Name: Edward Farr Architects, Inc. (attn: Ed Farr) ❑� Applicant Via: Email Mailed Paper Copy Address: 7710 Golden Triangle Drive ❑� Engineer Via: Email Mailed Paper Copy City/State/Zip: Eden Prairie / MN / 55344 Other' Via: Email ❑ Mailed Paper Copy Email: e.farrno.edfarrarch.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CI'T'Y OF NNNSFN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60 -Day Review Date $50 per document ❑ Conditional Use Permit Section 1: Application Type apply) Site Plan Agreement ❑ Vacation (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) Wetland Alteration Permit ❑ Comprehensive Plan Amendment ......................... $600 ❑✓ Subdivision (SUB) Deeds ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Create 3 lots or less ........................................ $300 0 Create over 3 lots.......................$600 + $15 per lot ❑ Conditional Use Permit (CUP) Required Information ( 4 lots) ❑ Single -Family Residence.. ......................... __ $325 ❑ Metes & Bounds (2 lots) .............................. .... $300 ❑ All Others .........................................................$425 ❑ Consolidate Lots ..................................... .........$150 F] Interim Use Permit El Lot Line Adjustment.. ....................................... $150 (IUP) ❑ Final Plat.......................................................... $700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others......................................................... $425 Additional escrow may be required for other applications through the development contract. R1 Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 (Additional recording fees may apply) 0 All Others.. ......... ......................... ................... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 Wetland Alteration Permit (WAP) Fv� Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative. ................... ............................. $100 0 All Others....................................................... $275 Commercial/Industrial Districts' ......................$500 ❑ Zoning Appeal ...................................................... $100 Plus $10 per 1,000 square feet of building area: ( 289 thousand square feet) EJZoning Ordinance Amendment (ZOA) ................. $500 Include number of existino employees: Include number of newemployees: Residential Districts El— $500 NOTE: When multiple applications are processed concurrently, ......................................... Plus $5 per dwelling unit ( units) the appropriate fee shall be charged for each application. ❑✓ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑✓ Property Owners' List within 500' (city to generate after pre -application meeting) .................................................. $3 per address ( 40 addresses) Q Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑✓ Site Plan Agreement ❑ Vacation ❑ Variance ❑✓ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds TOTAL FEE: $5,245.00 Section 2: Required Information Description of Proposal: Three office/warehouse buildings and related parking lots, utility services, and stormwater management ponds. Property Address or Location: Parcel #: 250210100 Legal Description: Total Acreage: 49.00 Wetlands Present? Present Zoning: Agricultural Estate District (A2) Present Land Use Designation: Office/Industrial Existing Use of Property: Agricultural, undeveloped. ❑v Check box if separate narrative is attached. SW of Lyman Blvd. (CSAH 18) & Galpin Blvd. See attached ALTA survey 0 Yes ❑ No Requested Zoning: Industrial Office Park District (IOP) Requested Land Use Designation: Office/Industrial LED SIGNAL INDICATIONS FACE -EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD Y G RTA YTA GTA PEDESTRIAN PUSH BUTTON STATION FOUNDATION O PAIOO POLE FOUNDATION TYPE PAIOO-A-45-X30-1 '/05 PEDESTRIAN PUSH BUTTON ST I -PED. PB AND SIGN 4RIC-4 2-1,2-2,2=3 (DAVIT AT 350') EXTEND INTO HH-ta, 4-14-2,4-3 3 -ONE-WAY SIGNALS OVERHEAD 2" NYC CONTROLLER & CABINET r-61 •5-1,5-26-1,6-2,6-3 SIGNAL SERVICE CABINET OF MAST ARM) 2-1/C% INS. GR. EXTEND 2-4° NMC INTO HH -12 WITH, 2 -POLE MOUNTED ONE-WAY SIGNALS •8-1,B-2 5-1Z/C-14 A 2-3/Cat4 AT 45' AND 225,' - 2 -POLE MOLMTED PEDESTRIAN • • A 3-3//,120 AT 45' AND 225' ONE-WAY EVP DETECTOR AND 10-2/Ce14 .INDICATIONS SIGNAL HEAD PHASING FACE ® R Y 09+08 4-3 ®c 3 Y B_4 > 03+07 3' NMC- 1-2/Co14 -ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12" OPB4--2 w 1 -EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD $ PEDESTRIAN PUSH BUTTON STATION FOUNDATION O PAIOO POLE FOUNDATION TYPE PAIOO-A-45-X30-1 '/05 PEDESTRIAN PUSH BUTTON ST I -PED. PB AND SIGN 4RIC-4 ¢ (DAVIT AT 350') EXTEND INTO HH-ta, EQUIPMENT PAD - SEE DETAIL 3 -ONE-WAY SIGNALS OVERHEAD 2" NYC CONTROLLER & CABINET (0',11' AND 23' FROM END 1-2/Ca14- _ - SIGNAL SERVICE CABINET OF MAST ARM) 2-1/C% INS. GR. EXTEND 2-4° NMC INTO HH -12 WITH, 2 -POLE MOUNTED ONE-WAY SIGNALS 2 -POLE MOUNTED PEDESTRIAN 5-1Z/C-14 A 2-3/Cat4 AT 45' AND 225,' - 2 -POLE MOLMTED PEDESTRIAN 3e NMC 3-12/Cs14 / 461-3/C414 \ A 3-3//,120 AT 45' AND 225' ONE-WAY EVP DETECTOR AND 10-2/Ce14 .INDICATIONS 1-3/Ca14 lLUM.) - 1-1//416 INS. GR. - :. t-CEVP DETECTOR AND `'Ti IRMATORY LIGHT (PHASES A 1-3/C*203-2/C*14- EXTEND 2-4° NMC INTO HH -1 WITH: CONFIRMATORY 1 AND 6) LUMINAIRE-250 WATT H.P.S. t-1/Ca6 INS. GR. 5-12/Ce14 � � � - 1 -PED. PB AND SIGN (RIO -4b) 2/Cal4 A 2-3/Ca14.- ' TYPE D SIGN -SEE SIGNING DETAIL SHEET 7 A 5-3/Ca20 EXTEND INTO HH -9, EVP DETECTOR AND i12-2/Ca14 3• NMC 3" NMC 2-1/Ca6 INS. GR. 3-12/Ca14 y lK 2-2/Ca14 �E1-GPR419 A1-3/Ca14 2' & 3" NMC STUBBED OUT 1-3/Ca14 (LUM.) .i (CAP BOTH ENDS) 46I-3/cm „ 3/4" PVC STUBBED. OUT CD 1-Z/Ca14 181 (CAP BOTH ENDS) ¢ 1-1/Ca6 INS. GR. C S•A•H' 2' NMC TO SERVICE CABINET AN gLVO 2-1/Ca6 1-1/Ca6 INS.GR. Y Y4.g• LY IAO MSP •H• SERVICE CABINET TO HH -12 WITH, W 2" NMC U) 4-3/Cs14 ILLY.. SERVICE CABINET TO HH -13 WITH, 2" NMC 1�s1 3-1/Ca2 ,A - MAP H My11L bNALL at ALL HLD - 0lTO05�SHALL BE PROTECTED TS - LL03 & 07 SVALLL BE pROTECTEO/ y PERMISSIVE LEFT TURNS J - 622/&&06 SMALL BE ON VEHICLE YQ LL CONTROLLER PHASING, PEDESTRIAN INDICATIONS & PUSHBUTTON LAYOUT g P q J \PBB-2 O PB6- m c m P5- E�ipB6-1 �7 P 4-L Z y y�y_2 PB d P4-1 0 LYMAN BLVD. 65 ---� 02— 1 OPB4--2 w \ PA90 POLE FOUNDATION \6 yU POLE MOUNTED TRANSFORMER 1 TYPE PA90-A-30-%30-1 NO SCALE � —06 � 01 01+06 EVP 1-1 0 n 2-3/Ca14 (LUM.) 4-3/Ca20 30-2/Ca14 1-1/Ca6 INS. GR. a __...) I O SOURCE OF POWER BY MVEC B \ PA90 POLE FOUNDATION \6 yU POLE MOUNTED TRANSFORMER 1 TYPE PA90-A-30-%30-1 OPA100 EXACT LOCATION TO BE DETERMINED (DAVIT AT 350•) ¢ IN FIELD I -ONE-WAY SIGNAL OVERHEAD PEDESTRIAN PUSH BUTTON STATION -2-.NMC TO NH -12 WITH, (0' FROM ENO OF MAST ARM)' 1 3 -1/M2 -POLE MOUNTED UNE -WAY SIGNALS 11 2-12/C414 W AT 45' AND 225° \ / D4-2 NMC 2 -POLE MOUNTED PEDESTRIAN A 1-3/Ca14/ 12/Ca14 INDICATIONS AT 45' AND 225" 2 -POLE MOUNTED ONE-WAY SIGNALS 1-3/C114 (LUN.) 3/Ca14 ONE-WAY EVP DETECTOR AND 1-6'X6' 3/C"14 (LUM.) CONFIRMATORY LIGHT (PHASES 3 AND 8) D6 -1,D6-2 3/020 ONE-WAY EVP DETECTOR (PHASES 4 AND T -POLE MOUNTED PEDESTRIAN 2-POLE 4-2/Ca34 LUMINAIRE-250 WAIT H.P.S. 5,35 2/Cal4 2 -PED. PBS AND SIGNS (RIO -4b) kZ 1/Ca6 INS. CR. 1 -RIO -12 SIGN ADJACENT TO wJ-ONE-WAY EVP DETECTOR AND SIGNAL FACE B-3 A 2-3/020 -LOCATION. IN FEET TYPE D SIGN -SEE SIGNING DETAIL SHEET CONFIRMATORY LIGHT (PHASES 4 AND 7) EXTEND INTO HH -121 A 1-3/Ca20 3" NMC 1-2/Ca14 12-12/Ca1'4 13 # 2" NNC 2-3/Ca14 (LUM.I A 1-3/Ca14 2 -PED. PBS AND SIGNS (R10 -4b) 1-3/Ca14 fLUM.i 2-2/Ca14 2-1/Ca6 INS. GR. i' ��2-3//=20 2-1/Ca6 INS. GR. r�l�\ 2-4" NMC h H) 5-12/014 2-2/C=14 I —2-1/CaG INS. GR. 2-3/Ca14 (LUM.) 4-3/Ca20 30-2/Ca14 1-1/Ca6 INS. GR. a __...) I 1-6'X6' POLE FOUNDATION \6 yU I (- 1 OPA100 TYPE PAIOC-A-40-X30-1 ¢ 1 250' PEDESTRIAN PUSH BUTTON STATION (DAVIT AT 350') 4" NMC 3: 1 2-2/Ca14 04-1 11 2-12/C414 W D Dl_2 Dl -1 D4-2 3-6'X6' 4402+05 2" NMC 2-2/Ca14 a -r 1-3/Ca20 `'`-L 1-1/Ca6 INS. DR. 4e— 1-6PRa19 E B• LYMAN gLVp-- L4 4 (40 C. S.A. H. 18) ( (LUM. )_ M. P. H. ) A 4-3/Ca20== B-z/Ca14 �-1 O 4' NMC 1-I/C#6 INS. GR. B -I 2-12/Ca14. A 1-3/Ca14 1-3/Ca14 (LUM.) ii •i° �S A 2-3/Ca20 _ 4 0 7-2/cn4 5 SJR 1-1/C^-6 INS. GR. r",-( �xme p� PA100 POLE FOUNDATION 3 TYPE PA100-A-40-X30-1 (DAVIT AT 350') i 3 -ONE-WAY SIGNALS OVERHEAD (0',11' AND 23' FROM END OF MAST ARM) 3 -POLE MOUNTED ONE-WAY SIGNALS AT 45', 135' AND 225- 2 -POLE MOUNTED PEDESTRIAN INDICATIONS AT 45' AND 225' A 0NE-MAY EVP OF AND CONFIRMATORY LIGHT (PHASES 2 AND 5) ONE-WAY EVP DETECTOR (PHASES 3 AND B) LUMINAIRE-250 WATT H.P.S. GN 0 4b) -PC d C) ('R - NMC DETECTOR CHART DESIGNATION I NO. & SIZE I LOCATION 01-1 1-6'X6' POLE FOUNDATION \6 yU I (- 2" NMC OPA100 TYPE PAIOC-A-40-X30-1 ¢ 1 250' PEDESTRIAN PUSH BUTTON STATION (DAVIT AT 350') 4" NMC 3: 1 2-2/Ca14 04-1 1 -ONE-WAY SIGNAL OVERHEAD 2-12/C414 W Mo a D4-2 3-6'X6' (C' FROM END OF MAST ARM) A 1-3/Ca14/ D5-1 1-1/Ca6 INS. GR. 2 -POLE MOUNTED ONE-WAY SIGNALS 1-3/C114 (LUN.) DS -2 1-6'X6' AT 45' AND 225' -3/Ca20 O2 A 2-3/C-20-0- D6 -1,D6-2 1-6'X6' 250' -POLE MOUNTED PEDESTRIAN 2-POLE 4-2/Ca34 2=6'X6' 5,35 INDICATIONS AT 45' AND 225' 1-t/Ca6 INS. GR. / 20,50 wJ-ONE-WAY EVP DETECTOR AND 1-2/Ca14 A 2-3/020 -LOCATION. IN FEET DISTANCE FROM STOP LINE CONFIRMATORY LIGHT (PHASES 4 AND 7) A 1-3/Ca20 LUMINAIRE-250 WATT H.P.S. 1-2/Ca14 2 -PED. PBS AND SIGNS (R10 -4b) 2-2/Ca14 2-1/Ca6 INS. GR. I -R10-12 SIGN ADJACENT TO 2-1/Ca6 INS. GR. 2" NMC 2-2/Ca14 a -r 1-3/Ca20 `'`-L 1-1/Ca6 INS. DR. 4e— 1-6PRa19 E B• LYMAN gLVp-- L4 4 (40 C. S.A. H. 18) ( (LUM. )_ M. P. H. ) A 4-3/Ca20== B-z/Ca14 �-1 O 4' NMC 1-I/C#6 INS. GR. B -I 2-12/Ca14. A 1-3/Ca14 1-3/Ca14 (LUM.) ii •i° �S A 2-3/Ca20 _ 4 0 7-2/cn4 5 SJR 1-1/C^-6 INS. GR. r",-( �xme p� PA100 POLE FOUNDATION 3 TYPE PA100-A-40-X30-1 (DAVIT AT 350') i 3 -ONE-WAY SIGNALS OVERHEAD (0',11' AND 23' FROM END OF MAST ARM) 3 -POLE MOUNTED ONE-WAY SIGNALS AT 45', 135' AND 225- 2 -POLE MOUNTED PEDESTRIAN INDICATIONS AT 45' AND 225' A 0NE-MAY EVP OF AND CONFIRMATORY LIGHT (PHASES 2 AND 5) ONE-WAY EVP DETECTOR (PHASES 3 AND B) LUMINAIRE-250 WATT H.P.S. GN 0 4b) -PC d C) ('R - NMC DETECTOR CHART DESIGNATION I NO. & SIZE I LOCATION 01-1 1-6'X6' 40' PEDESTRIAN PUSH BUTTON STATION FOUNDATION D1-2 1-6'X6' 10' D2 -1.D2-2 1-6'X6' 250' PEDESTRIAN PUSH BUTTON STATION D3-1 2-6'X6' 5,20 04-1 1-6'x6' 300' -PB AND SIGN D4-2 3-6'X6' -15',5',20' D5-1 1-6'X6' 40' DS -2 1-6'X6' 30' SEE SHEET 148 FOR NOTES D6 -1,D6-2 1-6'X6' 250' A 1-3/Ca14 OT -1 2=6'X6' 5,35 D7-2 2-6'X6' / 20,50 1-3/Ca14 (LUM.I 1-2/Ca14 A 2-3/020 -LOCATION. IN FEET DISTANCE FROM STOP LINE A 1-3/Ca20 co P ti 0 20 40 sea® PB-1SIGNAL FACE 4-2 \ TYPE 0 SIGN -SEE SIGNING / DETAIL SHEET O PEDESTRIAN PUSH BUTTON STATION FOUNDATION 1 -PED. PB AND SI l RI TYPE D SIGN -SEE SIGNING DETAIL SHEET 3 2- O / PEDESTRIAN PUSH BUTTON STATION EXTEND INTO HH -41 EXTEND INTO HH -6, L \/ -PB AND SIGN ; NMC P 2'-2 PBB-1 3" NMC 2-12/Ca14 1 -PED. tR10-4b) EXTEND INTO HH -5, 3_lyDa14 A 1-3/C--14Oq SEE SHEET 148 FOR NOTES A 1-3/Ca14 Z° NMC 1-3/Cr14 (LUM.) m 1-3/Ca14 (LUM.I 1-2/Ca14 A 2-3/020 A 1-3/Ca20 2-1/Ca6 INS. GR. 1-2/Ca14 2-2/Ca14 2-1/Ca6 INS. GR. 2-1/Ca6 INS. GR. tirm> ertNT +M* nue cen .watxeetn. a rw�+ w w a w ev m a9ecv 4wr.4eb, ene 1 n.•As .«NTr +'bl tro aen mee,nee+w,, w .roe .r a ed r uqr n WM Won -t mC STATE 110 PRO.ECT N0. DRAM. By CARVER COUNTY SHEET B9ETT6 Print IAN - p, �" ,�. ADRIAN S. POTTER 10-c1s-09 10116-D9 194-0A00B 1%-030-006 0Ev0NE0 BY &BETTS CONSULTING /� INC.LYMAN GROUP/ I INTERSECTION LAYOUT ( SYSTEM "D" ) BLVD. (C.S.A.H. 18) -SEGMENT ONE YMAN BLVD. (C.S.A.H. 18) AT GALPIN BLVD. tC.S.A.H. 15/19 147 OF 232 DHECAED BY A.POTTERWR REVISION .oma 21426 'g. rh![J Lk.,u • 42705 COuu. Na. 0076098 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN55322 1%11111110� December 5, 2018 City of Chanhassen c/o Bob Generous Senior Planner 952-227-1131 bgenerous(a)ci.chanhassen.mn.us Re: Development / Access Review Comments: Holasek Business Park Final Plat on County Highway 18 (Lyman Blvd.) and at the Intersection of County Highway 15 (Galpin Blvd.) Thank you for the opportunity to review the subject development in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: 1. The site plan and plat will need to be revised for no driveway access onto Lyman Blvd /CSAH 18 as proposed, other than at the traffic signal stub at Galpin Blvd. Meetings and discussions with the City and parcel owner have taken place to review and workout the potential / conditions for such a driveway but no agreement, resolution, and cost and roadway upgrade provisions have been worked out to the County's satisfaction. Should the Developer still want to pursue such an access, then several conditions, roadway and drainage issues would need to be developed and paid for at the sole expense of the developer and would require review and approval by the County in a timely fashion as determined by the County. If issues were resolved, some form of developer's contract and bond and surety would be required for such work as a new raised extended center median, new exclusive right turn lane, new muck / excavation / grading work, and new roadway and side road drainage / ditch facilities. Changes to the site plan would also be required at and along this work. 2. The site plan and plat will need to be revised for changes required to the design and provisions of the access at the existing traffic signal stub at Galpin Blvd. Longer turn lanes and regrading of the entrance deeper further south and east along the site are required. The developer will need to develop, deliver, and install a traffic signal revisions project, plans and specifications in coordination with and to the review and approval of the County. Several design meetings with the County and site and road survey of existing conditions will be required. The full scale of improvements to the intersection and traffic signal will need to be determined, but may include but not be limited to such things as new detection, mast arm extensions, confirmation of truck turning radii, ADA ramp upgrades, new traffic signal poles and bases, and changes / updates to traffic signal timing, etc. Some form of SCANNED developer's contract and bond and surety for this will be required. 3. The site plan and plat will need to be revised to match the County and City's joint active current plans for the CSAH 18 reconstruction project, specifically to match the project's Transportation Project / Right of Way Plat No. 27 (Plat File 1750, Document A-667706. 4. The site plan and plat shall maintain the already noted and planned 10 -ft wide public drainage and utility easement along CSAH 18 for the full length of the plat along CSAH 18. 5. The site plan and plat shall be revised to provide a 20 -ft wide public drainage and utility easement along the property's western edge for the full length of the western property north to south. 6. The plat's final grading plans, ponds, and right of way along CSAR 18 (Lyman Blvd.) will need to be reviewed and approved. A grading permit will be required for grading work within the highway right of way. The County will need to review and approve an exhibit drawing showing a cross section of CSAH 18 (Lyman Blvd.) showing proposed grades for the roadway and subject lot(s). 7. A final check with the County is required for drainage and utility easement needs, as well as water main and utility needs and locations along CSAH 18 (Lyman Blvd.) and CSAH 15 (Galpin Blvd.). 8. The technical details of the plat, its boundaries and form(s) will need to be reviewed and approved by the County Surveyor. 9. Prior to any work affecting or on County highways or in County right of way, the applicant shall coordinate plans with the County Engineer and obtain various permits including a Commercial Driveway Access Permit and a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (htti)://www.co.carver.mn.us/how-do-i/ar)i)ly-for/a permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. 10. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at development expense, including costs incurred by the County. These are comments at this time. If you have any questions or need further assistance, please do not hesitate to contact me at dmccormick(aco.carver.mn.us or by phone at (952) 466-5208. Sincerely, Dan McCormick, P.E. 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CaldY CaMIIxn Nd..ne. ]IL YdMM1Y YMUILMYN M` CX1111W NEW Tofu MRRANPTIT TEAEOMARY rFane,rs PAROA — Embq flyNd Wry Wn EAe —PE RECORDED R)ADRW ROAD RW DOADRW EASEMNR EASF)AMT Claw CamY NNN MUMBEIL RECORDDWNEII LOCATION PARCIL ONa DOCMO. (SO P1) I30 PTI ISO FTI (SQ PTI ISO PTI WTEM r [ERT N0.36353 1 VMWEST,INC LOT; MCICK 1, ARBOR PARK WEST WIDS00m T -18B921 9.647 9,647 0.113 SAW EASEMEM A-108!03 2 DEDICATED ARBOR PARK WEST TE2336 174812 174812 8 DEDICATED ARBOR PARK A4M72 248,995 148,995 ML'LMIGMIIN GC WW KING n COMPANY LOT 1, BLOCK 2, ARBOR PARK 30.0550060 "1103 29.526 29.526 12.560 EASEMENT M BENNEY INSTROMENT4INC LOTI,BLO(xI,ARBORPARK iomwOm A.1)1040 15,629 15.119 3,580 ]3,50) EARF3— 2s MKAl1AN0 DEVFIDPAEM, lLC lOf 2, BL00(1, ARBOR IARK 3D0551111m A4iWM6 AE5098) 1.126 I Mseey ®aYevra PNv pepnea q es wabb my aea•LaPeNeim N N 1 am • dIY weer VN em•yw I.w er rude. emaurs9r ererpNrsrerwpamrdMlRmda SMRw CII•per 1mmNY CMedb teO.U, dEdweim t M r PSWedrd rm W tlNamrRal ertmrmevrwn maa OML est ma..Ire. lmBv tls ewb•r Ms vW r m1edl'/ Plve b ela agar rw mlwm a m.r.aas ae1 r nsxamar N ta1rM elleri m tlY oRS N Ov tlN apeae.r e•ar.Y Ras w mled8 8N V NNB m Eie PIl Q nJul— Bxr E. P1ser. 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TYN 1181KaE21 m CAR VERCOLMM.NIMN6DTA r W 1B Qi � .P evr P.•aerr >m MwM 4� ur E .pIrQ R (rrseel rnwuTia•oElrorAraRP amelNe♦eTnwrcIMER mLRncowuw,E PrS1a xwglr) wrl cswN nD upm6n) evr P.•aerr >m MwM 4� ur E .pIrQ MATCH LINE A >rr ILI/k L_ CARVER COUNTY RIGHT OF WA Y FLA T NO. 27 SEE SHEET 1 PARCEL ! Pe at.as p 1 re —�pY�^ PE—�rPf--P 6�•' ` I • See Jrt � __-. • Yg' PARCEL T _ PARCEL 8 saen3anl- ----psi YT�-e' n PARCh • -p�JxY f/} `-NP1M wr OF "T' 6 A b xaD 9JVIII Il1E T Set/. NnH a sLcat-tt�z3 I eu _ � ARCEL 10 sop sEc.ta-ttFv v�V I `y�V Qp• An r,ZE2 TrL r Y'd All_ R -_ R .�• e•vNCP=n er ea•Nmumenl \®3 1yL 1�mR 17 6AST106 .. by PJS � YdDMNEIFT b PARCEL 13 Jr5>Jrt azo r J � Wes (L/A[4NgiDI PARCEL 8 Al -- .— RFCOROm I •�i353�•�NNry ROAD Rw 1^N\i�1 V�i�nN PRCE MFSTJJY BARBOUR 'S I 11x Ra (SQ FF) aam aam — 1 l9Dm BOFREN •40- I I M 6n E — F 1 StNax d e•vNCP=n er ea•Nmumenl \®3 1yL InEiXUI PYYItMb 6AST106 REN TOTAE YdDMNEIFT I Carves Cux•Y NW � S• OwWY Door rvuae. 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IIKWurI Pa,t•I la�Va B9` °�' ��F�,a�,�Y, IQ IMILy 18 bM Pp Hxnlunnun NpeMp•5 LaaCwnY PW N xr tNM•I may IAner q RI ) EAp„o RqM orWq ta,a wenrrAnoxa m,a Nunxo EAftln9 CensFle sart•wacn o"furvTq �gxlry WOgprure avSeY x,CN0001 /.D11 pE_ PwmYSC EYY/ea TE T•npol�y ENnaa R' GR CSA. Hp.1P It3B1?II CVN C•N+/MPIa _ LA. = C.BRG= Lti'A CxudBVBN ue•.. xx um 5A) PLANNING COMMISSION STAFF REPORT Tuesday, November 20, 2018 Subject u� Holasek Business Park: Consider Approval of Rezoning Parcel, Subdivision, Wetland Alteration Permit and Site Plan Review Section PUBLIC HEARINGS Item No: C.2. Prepared By Bob Generous, Senior Planner File No: PC 2018-18 FMI "1 3 011365=1 The Chanhassen Planning Commission recommends approval of the Rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP); preliminary plat approval creating three lots and an outlot; approval of a Wetland Alteration Permit; and Site Plan approval for a total of 449,350 square feet in three office industrial buildings subject to the corresponding conditions of approval, and Adoption of the Findings of Fact and Recommendation. The applicant is requesting a rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP) to permit development of an office -warehouse development. They are also requesting subdivision review creating three lots and one outlot with the dedication of right-of-way for Lyman Boulevard. Access to the lots will be via a private street south of Lyman Boulevard In conjunction with the development, a Wetland Alteration Penna is required to fill wetlands on the site. They are also requesting Site Plan Review for a total of 449,350 square feet in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building Q. RAM" Eden Trace Corporation, 8821 Sunset Trail, Chanhassen, MN 55317, mark@edentrace.com, (612) 803-6970 1"#J LU • PRESENT ZONING: Agricultural Estate District, A2 LAND USE: Office Industrial ACREAGE: 49 acres DENSITY: 028 F.A.R. Chapter 18, Subdivisions Chapter 20, Article VI, Wetland Protection Chapter 20, Article 1, Division 6, Site Plan Review Chapter 20, Article XXH, "IOP" Industrial Office Park District Chapter 20, Article XXIIL Division 7, Design Standards for Commercial. Industrial and Office-Instiurtional Developments BACKGROUND On June 22, 2015, the Chanhassen City Council approved an Interim Use Permit (Planning Case #2015-12) to permit the removal of organic soils (peat) from the property and the stockpiling of soil on the property in anticipation of the eventual development of the site. On September 11, 1995, the city approved Interim Use Permit #95-3 for the placement of 36,000 cubic yards of fill material on the site. In 1957, Betty and Earl Holasek founded the nursery and greenhouse on the properly which operated until the end of 2014. RECOMMENDATION Staff recommends that the Planning Commission recommends approval of the rezoning of the property from Agricultural Estate District (A-2) to Industrial Office Park (IOP); Preliminary Plat approval creating three lots and one outlot with access via a private street; a Wetland Alteration Permit to fill wetlands on site; and Site Plan approval for three office industrial buildings for a total of 449,350 square feet, plans prepared by Sambate, dated 11-02-2018, and Edward Far Architects, dated 10-19-2018, subject to the conditions of approval in the staff report and adoption of the Findings of Fact and Recommendation. ATTACHMENTS: ❑ Staff Report ❑ Findings of Fact and Recommendation ❑ Development Review Application ❑ Holasek Business Park Plans - Cover Sheet ❑ Holasek Business Park Plans - Existing Conditions ❑ Holasek Business Park Plans - Site Plan ❑ Holasek Business Park Plans - Grading ❑ Holasek Business Park Plans - Erosion Control & Utility Plan ❑ Holasek Business Park Plans - Landscaping ❑ Holasek Business Park Plans - Architectural ❑ Holasek Business Park Plans - Electrical ❑ Magellan Pipeline Agency Response ❑ Affidavit of Public Hearing Mailing i 9NH A�\ PROPOSED MOTION: PC DATE: November 20, 2018 CC DATE: December 10, 2018 REVIEW DEADLINE: December 18, 2018 CASE #: 2018-18 BY: RG, EH, TH, DN, JS, VS, ET "The Chanhassen Planning Commission recommends approval of the Rezoning from Agricultural Estate District, A2 to IOP; preliminary plat approval creating three lots and an outlot; approval of a Wetland Alteration Permit; and Site Plan approval for a total of 449,350 square feet in three office industrial buildings subject to the corresponding conditions of approval, and Adoption of the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP); Subdivision review creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 square feet in three office industrial buildings. (The wetland boundary type and determination has been submitted and is near review completion.) LOCATION: 8610 Galpin Boulevard (South of Lyman Boulevard at the Galpin Boulevard intersection) Holasek Business Park November 20, 2018 Page 2 APPLICANT: Eden Trace Corporation Holasek Farms, LP 8821 Sunset Trail 917 Kelly Court Chanhassen, MN 55317 Chanhassen, MN 55317 mark(a),edentrace.com holasekghsaaol.com (612)803-6970 PRESENT ZONING: Agricultural Estate District, A2 2020 LAND USE PLAN: Office Industrial ACREAGE: 49 acres DENSITY: F.A.R. 0.28 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a relatively high level of discretion in approving Rezonings because the city is acting in its legislative or policy-making capacity. A rezoning must be consistent with the city's Comprehensive Plan. The city's discretion in approving or denying a Preliminary Plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city's discretion in approving or denying a Wetland Alteration Permit is limited to whether or not the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. 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 a rezoning from Agricultural Estate District (A2) to Industrial Office Park (IOP) to permit development of an office -warehouse development. They are also requesting subdivision review creating three lots and one outlot with the dedication of right-of-way for Lyman Boulevard. Access to the lots will be via a private street south of Lyman Boulevard. In conjunction with the development, a Wetland Alteration Permit is required to fill wetlands on the site. They are also requesting Site Plan Review for a total of 449,350 square feet of buildings in three office industrial buildings with areas of 161,500 or up to 179,500 square feet with a mezzanine (Building A), 109,250 square feet (Building B) and 160,600 or up to 178,600 square feet if Building A does not have a mezzanine (Building Q. Holasek Business Park November 20, 2018 Page 3 APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article VI, Wedand Protection Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXII, "IOP" Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments BACKGROUND On June 22, 2015, the Chanhassen City Council approved an Interim Use Permit (Planning Case #2015-12) to permit the removal of organic soils (peat) from the property and the stockpiling of soil on the property in anticipation of the eventual development of the site. On September 11, 1995, the City approved Interim Use Permit #95-3 for the placement of 36,000 cubic yards of fill material on the site. In 1957, Betty and Earl Holasek founded the nursery and greenhouse on the property which operated until the end of 2014. SITE CONSTRAINTS Wetland Protection There are wetlands located on the property. The proposed development will impact the wetlands. A Wetland Alteration Permit is being applied for as part of the development review. Bluff Protection There are no bluffs on the property. Shoreland Management The property is partially located within a shoreland overlay district. The southwest comer of Outlot A is within 1,000 feet of Lake Hazeltine. Floodplain Overlay This property is not within a floodplain. The applicant is requesting the rezoning of the property from Agricultural Estate District (A2) to Industrial Office Park (IOP). The property is guided in the Comprehensive Plan for Office Industrial Holasek Business Park November 20, 2018 Page 4 uses. Zonings, which are consistent with this designation, are Industrial Office Park District (IOP) or Planned Unit Development (PUD). The proposed development complies with all the requirements of the IOP zoning district. Staff is recommending approval of the rezoning to IOP district. SUBDIVISION REVIEW The applicant is requesting subdivision approval to create three lots and one outlot with the dedication of right-of-way for Lyman Boulevard. PRELIMINARY PLAT The developer is requesting plat approval to create three lots and one outlot with access via private streets. ELOO( 1 i rn.nn nwm ao. a wenn-vm to a aw�xin.naaac W3 p„Rp,• iw.�unn unrt+p a Holasek Business Park November 20, 2018 Page 5 GRADING. DRAINAGE & EROSION CONTROL Grading The applicant is proposing to construct two wet ponds (pond A and pond B) on the east portion of the site. Through the proposed grading plan, drainage will be routed away from buildings into a series of catch basins and 12" - 48" stormwater pipe located in the parking areas and directed to the ponds. The applicant is proposing to substantially fill a wetland located south of Lot 3 in Outlot A. Due to the amount of fill proposed, this will create a bluff as defined under City Ordinance Chapter 1 Sec. 1-2. — Rules of construction and definitions. The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south Oudot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30' and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed, it will need to be reduced to slope less than 20' 3:1 max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. Drainage This project drains to Lake Hazeltine. Lake Hazeltine is on the NIN 303D list. Staff has also received information from the DNR that the south wetland is a public waters wetland and considered within the OHW of Lake Hazeltine. DNR has stated Shoreline Regulations should extend from the south wetland. Staff recommends the applicant contact the DNR to discuss this issue. Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the issuance of any grading permits or 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. Financial Assurance. To guarantee compliance with the plan, and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or Holasek Business Park November 20, 2018 Page 6 draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre -draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Erosion and Sediment Control Details. Erosion and sediment control must meet the requirements of Sec. I9-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Please indicate the location of these practices on the Erosion Control Plan sheet. EOF Stabilization. EOFs should be stabilized with TRM or similar. Please include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Please incorporate these notes and details into the construction plans. Topsoil and Vegetation Management Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L 1.03. Subsoil must be decompacted to a depth of 6" inches in all pervious areas, prior to placement of 6" inches of topsoil. Contractor must identify the method used to decompact 6" inches of subsoil prior to placing topsoil. Topsoil Depth. Note 5 under Turf Establishment on sheet L 1.03 reads that a minimum of 4" topsoil is required. Carver County Water Management Organization (CCWMO) Standards require that 6" of topsoil be replaced in all disturbed pervious areas. Please update this note to reflect the 6" requirement. Stockpiles. Please indicate the quantity of topsoil needed to restore 6" in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. Soil Hauling. Please describe topsoil hauling plans, including locations and estimated quantities. Please note that if topsoil is exported or imported to the site, an additional permit may be required. 1 Holasek Business Park November 20, 2018 Page 7 Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. Retaining Walls Due to the substantially lower grade from the proposed site and Lyman Boulevard, the applicant is proposing an approximate 910' long retaining wall on the north side of Lot 1. A majority of the retaining wall is proposed to have a height greater than 4' (12.5' at its highest, as noted on the plans). This retaining wall shall be constructed in accordance with plans prepared by a registered engineer or landscape architect and shall be constructed of a durable material (smooth face concrete/poured in place, masonry/mortared, railroad ties and timber are prohibited). No such plans or details were submitted with the site plan, and must be provided prior to issuance of building permits. T Additionally, due to substantial grade changes at the southwest corner of the development, a second retaining wall of approximately 200' in length exceeding 4' in height is proposed, and shall also be constructed in accordance with plans prepared by a registered engineer or landscape architect. ~w I i � r 1 Building C 1 1 Holasek Business Park November 20, 2018 Page 8 STORMWATER MANAGEMENT This site lies within the boundaries of the CC WMO and is subject to their stormwater management requirements. These requirements are similar to Minimal Impact Design Standards and have the same required removals of total phosphorus and total suspended solids as does Chanhassen's code. Chanhassen's MS4 permit was re -issued in 2014. Part III.D.5 states that each MS4 is required to develop local controls that require new developments, in excess of one acre, to have no net -increase in stormwater discharge volume nor any increase in TP and TSS from predevelopment conditions. Finally, the NPDES construction permit, under which the applicant must develop, 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." Under the new NPDES — Construction Permit, the new NPDES — Municipal Separate Storm Sewer permit and the Minnehaha Creek Watershed District rules, the applicant must meet the abstraction requirements of one (1) inch of runoff from all new impervious surfaces. With all subdivisions, stormwater utility connection fees are collected. These fees are based upon development type and area. Fees are used to maintain storm sewer infrastructure and to construct water quality improvement projects. Fees in effect at the time of final plat approval will be collected prior to recording the final plat. 1. Stormwater Development Charges. Estimated Stonnwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. It is often possible that the preservation of open space in a natural condition significantly reduces, or even eliminates, the need for additional stormwater best management practices realizing significant reductions in development costs. The Minnesota Stormwater Manual lists average costs for the activities required to create a pond. Discounting the cost of site preparation, survey costs, storm sewer conveyance and site restoration, the typical pond costs approximately $21.50/yard to construct and approximately $3,500 for an overflow structure. So a one acre-foot pond would cost over $38,000 to excavate and outlet. It is the policy of Chanhassen to provide a credit for Water Quality fees equal to 50% of the base rate times the area treated provided it, at a minimum, meets the National Urban Runoff Program (NURP) recommendations. Drainage and Utility Easements will be required over all remaining wetlands, and public stormwater utilities. This includes the western boundary of the project which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Holasek Business Park November 20, 2018 Page 9 Private stormwater easements will be required over all private stormwater facilities using the City's template (required in conjunction with final plat). Stormwater Management Additional Comments. Please note that due to the need to review additional stormwater information, additional comments will likely be provided on any resubmitted plans. Sec. 19-142. - Plans required. All plans shall be reviewed and stamped "Approved by the City Engineer" and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as -built plans shall be prepared by the developer. As -built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. See. 19-144 Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short-circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on Sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. Holasek Business Park November 20, 2018 Page 10 d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Please clarify the correct area of new impervious and update components of the submittal to match. Elevation -Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation - storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re -use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side -slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance (O&M) Plan. Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. Holasek Business Park November 20, 2018 Page I I SWPPP. A copy of the SWPPP including soils/infiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. The applicant has communicated they are working on this item and will have it completed in time Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that road project plans do not interfere with this project. Chloride Management Plan. A chloride management plan is required. The applicant has submitted a document of intent Other Agencies TCW. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018, 6:39 AM): "In response to this proposal, Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoff impacts with this land being developed making it non pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed? " CCWMO. The following section includes recommendations on the submitted plans and information. The notes below are not conditions for project approval. 1. Stormwater Treatment Coordination. The WMO recommends coordinating with the city and county to determine if a stormwater BMP can be shared between the Holasek site and the road project. Please consider co -locating a stormwater pond or other practice in the southwest comer of the Holasek site with the city and county to provide volume control and treatment for runoff from Lyman Boulevard. 2. Pond Retrofit or Expansion. The WMO recommends investigating the possibility of adding to the existing stormwater pond for water quality treatment. 3. Financial Security. Financial Security in the amount of $50,000.00 is required for this project and should be submitted prior to the start of construction. The security is deposited with the county for faithful performance of the approved plans and to finance any necessary remedial work. EASEMENTS Drainage and utility easements will be required over all remaining wetlands, and public stormwater utilities. This includes the western boundary of the project which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Holasek Business Park November 20, 2018 Page 12 Private stormwater easements will be required over all private stormwater facilities using the City's template (required in conjunction with final plat). There is an existing 100' wide pipeline easement on the property as shown on the submitted plans. The easement is located in the middle of the property and extends from the west property boundary to the east property boundary, bisecting the site. The easement is for an underground natural gas pipeline operated by Magellan Pipeline Company. The applicant is proposing the construction of a parking area over the easement. An agreement to construct any of the proposed improvements over Magellan Pipeline Company's easement must be executed and supplied to the city for review prior to the issuance of grading permits. Magellan Pipeline Company has been supplied the site plan and is conducting their review. All comments and conditions shall be addressed by the applicant. The applicant is proposing standard drainage and utility easements around each lot on the provided site plans. However, the 5' drainage and utility easement on the south side of Lot 2, and the 5' drainage and utility easement on the north side of Lot 3, located over the Magellan Pipeline's easement, shall be removed from the preliminary and final plat. See image below. G3S�; �..a.X V -a ..V�V�...= •� �4' •CtiVM!'!.l XIV IAT I Vim! y •. � .a •.Va-.�- .L a..e -!i !Vi L�O�! vsv..slY ��'%�6 ♦ 100Wide pipeline Easement e }t ` LOT S �YlMY I e � � Q $' Wide Drainage Easements I / R LOT a I'' ^ -m rt•M.... Q R RIGIIT-OF-WAY, STREETS AND EASEMENTS The applicant is proposing access to the site from Lot 1, which fronts County State Aid Highway 18 (C.S.A.H. 18), also known as Lyman Boulevard. Currently, there is an existing 50' wide access to the property at the intersection of Lyman Boulevard and Galpin Boulevard, located at the northeast portion of the property. The intersection is controlled by traffic signals operated and maintained by Carver County, with power supplied by Minnesota Valley Electric Cooperative. Holasek Business Park November 20, 2018 Page 13 The applicant is proposing to utilize the 50' wide access at the intersection of Lyman Boulevard and Galpin Boulevard, along with the addition of a right-in/right-out access towards the northwest portion of the property. These access points then routes traffic to private roads throughout the development. No approach widths are called out on the site plan for the right-in/right-out access point. The width shall be required to ensure Carver County standards are met. In addition, no signal design drawings were provided (existing or proposed) for the signalized intersection and existing stub out. Any requirements by Carver County to improve the intersection (i.e. installation or protection of magnetic loops, signal timing adjustments, etc.) shall be addressed by the applicant (if necessary). Carver County will require an approximate 4,000 square foot drainage and utility easement located at the northwest section of the property. This is a required drainage improvement due to a large road project to upgrade Lyman Boulevard. A trip generation study was provided by Vernon Swing, PE with Swing Traffic Solutions, LLC on November 1, 2018. The methodology for trip generation for the development was the Institute for Transportation Engineers Trip Generation, 10u Edition. The memo concludes that the existing roadway system operations will not experience significant change. Based on the provided trip generation study, Engineering does not anticipate any extraordinary transportation impacts associated with this development and proposes no conditions. However, impacts associated with Lyman Boulevard, or any subsequent Carver County jurisdictional road(s), will require Carver County's review and approval. Coordination with Road Project. Additional information is needed about coordination with the city and county road project on Lyman Boulevard. Please contact Scott Smith, Carver County Public Works, at 952.466.5217 or Bob Leba, SRF Consulting, at 763.249.6786 for plans and additional information on the road project. Please also see the recommendations section below for WMO recommendations on coordination with the city and county. Access to the individual lots will be via private street extensions from Lyman Boulevard (C.S.A.H. 18) at the west end of the property (right-in/right-out) and at the intersection with Galpin Boulevard. A 40 -foot access and maintenance easement shall be recorded over the private streets. The private street shall be constructed to a nine -ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. The primary private street shall receive a street name for addressing and public safety purposes. The Building Official and Fire Marshall shall approve the street name. Private streets may be permitted in office industrial developments if the city finds the following conditions to exist: (1) The prevailing development pattern makes it unfeasible or inappropriate to constrict a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. A public street would serve no added public function since this is a single, unified development. Holasek Business Park November 20, 2018 Page 14 (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. There are no adjacent parcels that would be accessed via an extension of a street within the development. (3) The use of a private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. The use of a public street would add more impervious surface, but provide no additional transportation benefit. SANITARY SEWER AND WATER MAIN A 10" DIP water service stub and an 8" PVC sanitary sewer stub currently exist to serve the proposed development. Both stubs are located within the existing 50' wide access at the intersection of Lyman Boulevard and Galpin Boulevard. The applicant is proposing to connect to the existing 10" DIP water service stub and install a private 10" water main to serve all three buildings. No connection methodology to the existing stub, material type, or location of service valves and other water main appurtenances have been indicated on the utility plans. Engineering recommends the designer utilize PVC C900 water main grade pipe on the submittal of building plans. Prior to construction of the private water main within the development, all required permits from the appropriate regulatory agencies shall be required, including but not limited to the Minnesota Pollution Control Agency, the Department of Health, and the City of Chanhassen. An 8" PVC sanitary sewer stub currently exists to serve the proposed development. However, the applicant is proposing to discharge sanitary sewer effluent to the neighboring city of Chaska, which lies outside Chanhassen's sewer service territory and city boundary. The applicant has expressed that this is the only means of discharging sanitary sewer by means of a gravity system. As currently designed on the submitted plans, this method and point of discharge is not approved. The applicant will be required to submit plans that utilize a discharge method to the service territory where the development is to take place, i.e. discharge to Chanhassen's sewer utilizing the existing 8" PVC sanitary sewer stub. Based on the in-situ topographic conditions and proposed grading plans, this will require the applicant to construct, operate and maintain a private lift station with a maintainable force main. Subsequently, an operation and maintenance plan shall be submitted for review and approval prior to the issuance of building permits, and improvements to the existing manhole in which the 8" PVC service stub is located to receive the discharge from lift station operations. If the applicant desires to connect sewer to the Chaska system, it would require formal approval by both municipalities. The applicant shall facilitate a meeting to discuss the feasibility of this discharge method, address concerns over capacity and sewer billings, and any other additional analysis required by Chaska and Chanhassen to evaluate the connection and discharge. Holasek Business Park November 20, 2018 Page 15 ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookups fees are due with the building permit. Fees Based on the proposal, the following fees would be collected with the development contract: a) A portion of the water hook-up charge: $2,233/unit b) A portion of the sanitary sewer hook-up charge: $691/unit c) GIS fees: $25 for the plat plus $10 per parcel d) Parks fees: $454,875.00 e) Stormwater: $770,012.40 LANDSCAPING AND TREE PRESERVATION The landscaping requirements are reviewed under the site plan review. PARKS & RECREATION Parks Holasek Business Park is located within the neighborhood park service area of Stone Creek Park and the community park service areas of Lake Ann Park, Chanhassen Recreation Center, Chanhassen Nature Preserve and Bluff Creek Preserve. Future employees and visitors to the Holasek Business Park will enjoy convenient access to a variety of Chanhassen parks and park preserves. Stone Creek Park, Chanhassen Recreation Center, and Chanhassen Nature Preserve are all within walking distance of the newly proposed business park and offer a total of 155 acres of parkland featuring children's playgrounds, basketball courts, picnic shelters, hockey rinks, tennis courts, pickle ball courts, a sledding hill, nature walks, and more than three miles of pedestrian trails. The Chanhassen Recreation Center is located one mile north of the business park and offers a broad array of indoor and outdoor public recreation services for all ages. No additional parkland acquisition or construction is being recommended as a condition of approval for the Holasek Business Park. Trails Holasek Business Park will have direct access to the city's comprehensive trail system. Extensive public trails can be accessed to the north and east upon leaving the subject property. An additional trail connection to the west will be installed concurrent with future upgrades to Lyman Boulevard. Crosswalks are in place at the main entrance to the business park and care should be taken to connect all interior pedestrian walkways to this intersection. No additional trail construction is being sought as a condition of approval for the business park. Holasek Business Park November 20, 2018 Page 16 Staff recommends that full park fees in lieu of parkland dedication and/or trail construction be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. At today's industrial park fee rate of $12,500 per acre this fee would total $454,875. MISCELLANEOUS Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. COMPLIANCE TABLE Setbacks: Front - 30 feet, Side - 10 feet, Rear - 10 feet Hard cover - 70 percent Building Height - four stories/50 feet WETLAND ALTERATION Wetland Protection The plan set shows intent to impact several wetlands on site. Until a Notice Of Decision (NOD) for Wetland Boundary and Type has been issued, all water resources on site are considered wetlands and fall under the Wetland Conservation Act and Article VI of City Code. Many requirements of Article VI have not been addressed. Staff believes it is possible the applicant will be able to address all requirements. Some of the important requirements include: 1. Sec. 20409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. 2. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d). Area (sq. ft.) Width (ft. Depth ft. Hard Cover sq. ft. Notes Code 43,560 150 200 70-1/-30-149-2- 1 acre Lot 1 544,064 1,530 353 380,845 12.49 acres Lot 2 434,293 1,44 285 304,005 9.97 acres Lot 3 606,791 1,535 432 424,754 13.93 acres Outlot A 554,511 12.73 acres ROW 226,948 5.21 Total 2,366,607 54.33acres Setbacks: Front - 30 feet, Side - 10 feet, Rear - 10 feet Hard cover - 70 percent Building Height - four stories/50 feet WETLAND ALTERATION Wetland Protection The plan set shows intent to impact several wetlands on site. Until a Notice Of Decision (NOD) for Wetland Boundary and Type has been issued, all water resources on site are considered wetlands and fall under the Wetland Conservation Act and Article VI of City Code. Many requirements of Article VI have not been addressed. Staff believes it is possible the applicant will be able to address all requirements. Some of the important requirements include: 1. Sec. 20409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. 2. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d). Holasek Business Park November 20, 2018 Page 17 3. Sec. 20416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off-site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. 4. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland. (2) It shall be located as to minimize the impact on vegetation. (3) It shall not adversely change water flow. (4) The size of the altered area shall be limited to the minimum required for the proposed action. (5) The disposal of any excess material is prohibited within remaining wetland areas. (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures. (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning. (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. 6. The alteration shall not alter the hydrological patters in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. Sec. 20405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. 8. Sec. 20-406. Wetland classification. All wetlands delineated under Sec. 20-405 of this article that have not been previously classified shall be classified using the results from the Minnesota Routine Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0), or future versions. A MnRAM shall be completed by the property owner or applicant for each previously unclassified wetland. An electronic version of the MnRAM evaluation must be submitted to and approved by the city to establish the classification of each wetland prior to any alteration or impact to the wetland. 9. An approved NOD for Boundary and Type is required for a complete application; however, the applicant has been very involved, communicative, responsive, and fully participatory in the application process. Staff will accept the application in process as the TEP has met prior to deadline for completion. The NOD will be issued by November 27, 2018. Holasek Business Park November 20, 2018 Page 18 10. Staff review will be conditional upon an approved NOD for Boundary and Type. 11. Based on the submission, the site will require at least one additional Wetland Conservation Act (WCA) application. A grading permit cannot be issued until the applicant has completed the WCA process. 12. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. Due to the wetland in the southwest comer of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. 13. Sec. 19-146. Wetland elements. a. Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. b. Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. c. Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. SITE PLAN REVIEW The applicant is proposing Holasek Business Park, an Office / Warehouse campus consisting of three multi -tenant Office / Warehouse buildings. Each building will repeat the architectural elements of the others. The buildings will be one-story with 28 feet of clear height internally. Mezzanine levels may be added to a building, but the overall building area will not exceed 450,000 square feet. The only difference between buildings will be the finished sizes of the buildings. Initially, Buildings A and B will be constructed. Building C will be constructed as the market requires. Holasek Business Park November 20, 2018 Page 19 ARCHITECTURAL COMPLIANCE Size Portion Placement Major entries are proposed at the corner of each of the buildings with a two-level glass entrance curtain wall. Additional entries are proposed for the tenant spaces along the front of the building. All entrances have two level metal canopies. Entrances are framed with recessed columns of medium sandblast precast (gray with hints of reds and tan). The primary building materials are precast exposed aggregate buff (tan) and exposed aggregate red. The building articulation is provided by recessed architectural detailing every 108 feet with a change in color and building patterning every 54 feet. Groupings of three windows are provided in every segment of the building with two levels of windows flanking every entrance. Projected columns are located to the left of every front entry. Material, Color and Detail The primary building materials are precast exposed aggregate buff (tan), exposed aggregate red and sand blast gray. Champaign metal window frames contain bronze tinted glass. Dark bronze coping is provided at the top of the parapet and the top of the columns. Height and Roof Design Building heights are proposed at 36 feet. Mechanical equipment is screened with parapet walls as well as strategic placement on the building roof. Facade Transparency Each of the buildings are 950 long with depths of 170, 115 and 188 feet, respectively. The highest parapet height is 36 feet on the front. Fifty percent (50%) of the first floor elevation that is viewed by the public includes transparent windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. Entrance areas have a double height of Holasek Business Park November 20, 2018 Page 20 storefront type windows. The transom band of windows consists of spandrel windows rather than vision glass. Clerestory windows shall be vision glass to allow natural lighting into the building. Where each floor has horizontal mullions across the windows, the upper pane is spandrel and the lower panes are vision. The clerestory windows are all vision. Site Furnishing Community features including benches, bike racks and picnic tables shall be incorporated in the site. The green areas to the east of Buildings A and B provide a good opportunity to create an employee break area. Benches along the sidewalk create good rest and view options. Loading Areas, Refuse Area, Etc. Screening of service yards, refuse and waste removal, other unsightly areas and truck parkinglloading areas are being provided through their location on the site as well as site landscaping. Loading docks are located between Buildings A and B creating a screened truck court. The loading docks for Building C will be located south of the building, screened from view off Lyman Boulevard. Lot Frontage and Parking Location The business park fronts on Lyman Boulevard, but is accessed via private streets off the arterial roadway. Parking is distributed around three sides of Buildings A and C, the largest of the three buildings. Parking for Buildings B and C will be located between the two buildings. Holasek Business Park November 20, 2018 Page 21 ACCESS Access shall be provided via private streets at the east and west ends of the development. Drive aisles for these streets are proposed at 30 feet. The easterly private street will be named. GRADING Primary grading for the entire site will be done in conjunction with the subdivision. Only final grading elevations will be completed as part of the building permit process. r_�....y-1 ��1^ l � to (. rwJ• � I .I w.m. ••O' _ .s®rte wvz z I nr-.woe ,y' i a.-vzm .4 .•r. .. rr^ it /. ` � f , T - DRAINAGE AND EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Holasek Business Park November 20, 2018 Page 22 Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). All erosion control shall be installed and inspected prior to initiation of site grading activities. LANDSCAPING Minimum requirements for overall landscaping at the proposed development includes 49,972 sq. ft. of landscaped area around the parking lots, 104 landscape islands or peninsulas, and 199 trees for the parking lot. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant does not meet minimum requirements for trees and landscaping in the parking lot area. Staff recommends that the applicant increase landscaping quantities to meet minimum requirements. When broken down for each lot, the requirements are shown in the table below. LOT 1 Required Proposed Vehicular use landscape area 49,972 sq. ft. > 49,972 sq. ft. Trees/parking lot 199 trees 83 shade trees Islands or peninsulas/Parking lot 39 islands/peninsulas 39 islands/peninsulas The applicant does not meet minimum requirements for trees and landscaping in the parking lot area. Staff recommends that the applicant increase landscaping quantities to meet minimum requirements. When broken down for each lot, the requirements are shown in the table below. LOT 1 Required Proposed Vehicular use landscape area 16,518 sq. ft. > 16,518 sq. ft. Trees/parking lot 66 trees 26 Trees Islands or peninsulas/parking lot 16 islands/peninsulas 18 islands/peninsulas LOT 2 Required Proposed Vehicular use landscape area 14,078 sq. ft. > 14,078 sq. ft. Trees/varking lot 56 trees 15 trees Islands or peninsulas/parking lot 10 islands/peninsulas 8 islands/peninsulas LOT 3 R aired Prosed Vehicular use landscape area 19,375 sq. ft. > 19,375 sq. ft. Trees/parking lot 77 trees 42 Trees Islands or peninsulas/parking lot 1 13 islands/peninsulas 1 13 islands/peninsulas The applicant comes up short by 116 on the minimum number of trees required for parking lot landscaping. By changing understory to overstory selections, an additional quantity of almost 40 trees could be added to the applicant's proposed minimums. Additionally, a line of overstory trees on Lot 3 could be moved closer to the parking area and counted for required landscaping. When adding additional trees to the overall landscape plan, the applicant shall maintain diversity in the plant schedule. The city can approve additional species selections, if appropriate, not listed in the city's Approved Tree List. Holasek Business Park November 20, 2018 Page 23 Japanese beetles have become an issue in new plantings. The beetles can completely defoliate a young tree and severely compromise its future health. Lindens are especially concerning since it is a preferred food choice of the beetles and chemical application to prevent beetle feeding on these trees can be fatal to honey bees, which are frequent visitors to lindens during bloom time. An ill-timed chemical application can kill hundreds of bees. This proposed landscape plan shows a large number of lindens and elms planted in blocks, both of which can be heavily attacked by Japanese beetles. The applicant should consider limiting the number of lindens called for in the plant schedule and avoid planting elms and lindens in groupings. Snow storage on a site can damage landscaping if not planned for appropriately. Ensuring that there are various clear areas around the perimeter for snow storage will prevent damage to the proposed plantings. The applicant should designate snow removal/storage areas on each lot that do not conflict with proposed landscaping. Parking lot islands located in the pipeline easement should be considered for small shrub or perennial plantings to enhance green space in the parking lot. Plantings under three feet can be installed in islands which will comply with pipeline easement restrictions. Including landscaping features in the islands will improve aesthetics and reduce some stormwater runoff. All parking lot islands and peninsulas that contain a tree planting must have an inside width of 10 feet. They also will be required to have proper planting soil as specified in the Planting Notes. LIGHTING/SIGNAGE The applicant is proposing 25 -foot tall light poles on three-foot tall concrete piers along the parking area. Wall -pack lighting units are proposed as well as decorative area lights. 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. Wall -mounted lighting shall be shielded with a total cutoff angle equal to or less than 90 degrees Monument signs are proposed at the private street entrances to the site. Each monument may be eight feet tall with a sign display area of 64 square feet. Wall mounted signs are proposed above the entrances to the building. Each business is permitted one wall mounted sign per street frontage. Separate sign permit applications are required for each sign. MISCELLANEOUS The building is required to have an automatic fire -extinguishing system. 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. The building will be subject to the State Building Code in effect on the date of permit application (2015 MN Building Code). Holasek Business Park November 20, 2018 Page 24 STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Sec. 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." These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). UTILITIES Utilities for the site are being provided as part of the subdivision process. Final connections shall be done in conjunction with the building permit process. COMPLIANCE TABLE *Proposed building areas. They include an 18,000 sq. ft. mezzanine in Building A. **Alternate building areas, if Building A does not get the mezzanine. @ Parking Standards: Office = 5/1,000 sq. ft. for first 50,000 sq. ft., 4/1,000 sq. ft. next 50,000 sq. ft., 3/1,000 sq. ft. over 100,000 sq. ft.; Warehouse = 1/1,000 sq. ft. first 10,000 sq. ft. then 1/ 2,000 over 10,000 sq. ft. Building Setbacks: Front = 30 ft., Side = 10 ft.; Rear = 10 ft.; 20 ft. from gas line easement Parking Setbacks: Front = 30 unless screened, then may be 10 ft. unless adjacent to another parking lot; Side and rear = 10 ft. unless adjacent to another parking lot Wetland Setbacks: To be determined Parcel Area Building Buildin¢ Building Height/Hard Parkin Cover Area* Area** Code 43,560 sq. ft. 70% @ 1 ac. Lot 1 544,064 sq. ft. A 179,500 sq. Tft. 69% 257 / 12.49 ac ft. Lot 2 434,293 sq. ft. B 109,250 sq. 67% 207 / 9.97 ac ft. ft. Lot 3 606,791 sq. ft. C 160,600 sq. -sq. 178,600 36 ft. 70% 269 / 13.93 ac ft. ft. Outlot A 554,346 sq. ft. Open -sq. 0% / 12.73 ac. Space/Storm water onds Total 2,149,494 sq. 449,350 sq. 449,350 51% 733 ft. / 49.35 ac. ft. sq. ft. *Proposed building areas. They include an 18,000 sq. ft. mezzanine in Building A. **Alternate building areas, if Building A does not get the mezzanine. @ Parking Standards: Office = 5/1,000 sq. ft. for first 50,000 sq. ft., 4/1,000 sq. ft. next 50,000 sq. ft., 3/1,000 sq. ft. over 100,000 sq. ft.; Warehouse = 1/1,000 sq. ft. first 10,000 sq. ft. then 1/ 2,000 over 10,000 sq. ft. Building Setbacks: Front = 30 ft., Side = 10 ft.; Rear = 10 ft.; 20 ft. from gas line easement Parking Setbacks: Front = 30 unless screened, then may be 10 ft. unless adjacent to another parking lot; Side and rear = 10 ft. unless adjacent to another parking lot Wetland Setbacks: To be determined Holasek Business Park November 20, 2018 Page 25 Due to the wetland in the southwest corner of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the rezoning of the property from Agricultural Estate District, A-2, to Industrial Office Park, IOP; Preliminary Plat approval creating three lots and one outlot with access via a private street; a Wetland Alteration Permit to fill wetlands on site; and Site Plan approval for three office industrial buildings for a total of 449,350 square feet, plans prepared by Sambate, dated 11-02-2018, and Edward Farr Architects, dated 10-19-2018, subject to the following conditions: SUBDIVISION Engineering All ingress/egress locations, including the right-in/right-out access located at the northwestern portion of the property, and subsequent impacts of trip generation by the development, shall be designed to Carver County standards and shall meet all Carver County's requirements. Any requirements set by Carver County to improve the intersection shall be addressed by the applicant (if necessary). The applicant shall dedicate the 40' x 120' drainage and utility easement at the northwest comer of Lot 1 on the preliminary and final plat prior to recording. An executed agreement between the developer and Magellan Pipeline Company allowing construction over Magellan Pipeline Company's easement shall be provided to the city prior to the issuance of grading permits. The preliminary and final plat shall not include the 5' drainage and utility easements located at the south side of Lot 2, and the north side of Lot 3, prior to acceptance and recording. All retaining walls exceeding 4' in height shall have plans and details prepared by a registered engineer or landscape architect prior to issuance of building permits. At the time of building permit submittal, connection methodology to the existing stubs (sanitary sewer and water services), material type, and location of service valves and other appurtenances shall be identified for review. Prior to construction of the water and sanitary utilities within the development, all required permits from the appropriate regulatory agencies shall be required. Holasek Business Park November 20, 2018 Page 26 An O&M plan shall be submitted for review and approval prior to the issuance of building permits. Acceptable O&M plan standards can be found under the League of Minnesota Cities information memo "Sanitary Sewer Toolkit: A Guide for Maintenance Policies and Procedures," and also found here: h_ptt s•//www Imc ora/media/document/l/sanitarysewertoolkit.ndf Improvements to the existing manhole where the effluent will be received via the lift station. Parks Full park fees in lieu of parkland dedication and/or trail construction shall be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. Planning A 40 -foot access and maintenance easement shall be recorded over the private streets. The private streets shall be constructed to a nine -ton design with a minimum pavement width of 26 feet and a maximum slope of 10 percent. A street name for the private street at Galpin Boulevard and Lyman Boulevard shall be submitted to the Building Official and Fire Marshall for review and approval prior to recording the final plat. Water Resources Coordinator Stormwater Development Charges. Estimated stormwater development fees in the amount of $770,012.40 (36.39 acres x $21,160) shall be paid prior to recording the final plat. Financial Assurance. To guarantee compliance with the plan and related remedial work, a cash escrow or letter of credit, satisfactory to the city, shall be furnished to the city before a building permit is issued. The escrow amount shall be $7,500.00 per acre. The city may use the escrow or draw upon the letter of credit to reimburse the city for any labor or material costs it incurs in securing compliance with the plan or in implementing the plan. If the city draws on the escrowed funds, no additional building permits shall be issued until the pre -draw escrow balance has been restored. The city shall endeavor to give notice to the owner or developer before proceeding, but such notice shall not be required in an emergency as determined by the city. The assurance shall be maintained until final stabilization and removal of erosion and sediment controls. Drainage and utility easements will be required over all remaining wetlands and public stormwater utilities. This includes the western boundary of the project as well as the southwest corner of the parcel which should have a sufficient easement for the main drainage pipe for this area (required in conjunction with final plat). Private stormwater easements will be required over all private stormwater facilities using the city's template (required in conjunction with final plat). Holasek Business Park November 20, 2018 Page 27 The Holasek Business Park construction plans show areas of grading over the main stormwater pipe that runs north to south along the western property boundary. Construction on this pipe may be planned for the next couple of years. Please coordinate earthwork in this area with the city and Carver County Public Works Department. The plans show significant grading in the south outtot. Sec. 19-145 of City Code does not allow unbroken slopes greater than 30' and slopes steeper than 3:1. Additionally, the proposed grading would trigger bluff regulations Sec. 20-1401 and Sec. 20-1405. Staff recommends removing the stockpile from the proposed plans. If the stockpile cannot be removed it will need to be reduced to slope less than 20', 3:1 max. It must meet all other regulatory requirements for wetland hydrology, erosion and sediment control, and surface water management. Erosion and sediment control must meet the requirements of Sec. 19-145 including a dewatering plan. Erosion and Sediment Control Practices including temporary sedimentation basins, silt fence, the construction entrance, and ESC BMPs are shown in the legend on sheet C5.02, but not on the plans. Indicate the location of these practices on the Erosion Control Plan sheet. EOFs should be stabilized with TRM or similar. Include chosen stabilization measures in the construction plans. Temporary Sediment Ponds. The proposed stormwater ponds will need to be utilized as temporary sediment ponds during construction. A faircloth skimmer will need to be installed, and the outlets of the pond will need to be sealed off for the duration of construction until the site is stabilized. Skimming devices should be designed to remove oils and floatable materials up to a one-year frequency event. The skimmer should be set 12 inches below the normal surface water elevation and should control the discharge velocity to 0.5 fps. Incorporate these notes and details into the construction plans. Topsoil Management a. Subsoil Decompaction. Please add a note about subsoil decompaction to the topsoil section on sheet L1.03. Subsoil must be decompacted to a depth of six inches in all pervious areas, prior to placement of six inches of topsoil. Contractor must identify the method used to decompact six inches of subsoil prior to placing topsoil. b. Topsoil Depth. Note 5 under Turf Establishment on sheet L1.03 reads that a minimum of four inches of topsoil is required. CCWMO Standards require that six inches of topsoil be replaced in all disturbed pervious areas. Update this note to reflect the six inch requirement. c. Stockpiles. Please indicate the quantity of topsoil needed to restore six inches in all pervious areas of the development. Show location(s) where existing topsoil is to be stockpiled on the site. d. Soil Hauling. Describe topsoil hauling plans, including locations and estimated quantities. Note that if topsoil is exported or imported to the site, an additional permit may be required. Holasek Business Park November 20, 2018 Page 28 e. Vegetative Cover. Note 5 under Turf Establishment on sheet L1.03 refers to a healthy stand of vegetation in all disturbed pervious areas of the development. Please note that 90% of the expected vegetative density is required. Stormwater Management Sec. 19-142. Plans required. All plans shall be reviewed and stamped "Approved by the City Engineer" and all applicable permits must be obtained prior to commencing construction. For all newly constructed stormwater facilities (ponds, retention areas, infiltration basins, storm sewer, etc.) or existing facilities that are modified, as -built plans shall be prepared by the developer. As -built plans shall be signed and certified by a licensed professional engineer in the State of Minnesota and record drawings shall be provided to the city. Standard details for many typical storm structures (e.g., storm sewer, outlet structures, catch basins, sump manholes, etc.) are available on the city's website. Sec. 19-144. Major facility design elements. a. For basins intended to have permanent water levels, a minimum of four feet of standing water (dead storage depth) and a maximum of ten feet shall be provided. b. Separation between the inlet(s) and outlet shall be maximized to prevent short-circuiting. c. Outlets shall be evaluated for the need to dissipate energy so as to reduce velocities to permissible levels as allowed by the soil and vegetation. At a minimum, flared -end sections should be provided with riprap consistent with Minnesota Department of Transportation standards. For areas with high flows or where excessive erosion occurs or is anticipated, energy dissipation per Federal Highway Administration standards shall be followed. d. Riprap shall be provided below the channel grade and above the outfall or channel bottom to ensure that riprap will not be undermined by scour or rendered ineffective by displacement. Riprap consisting of natural angular stone suitably graded by weight shall be designed for anticipated velocities. Riprap shall be placed over a suitable filter material or filter fabric to ensure that soil particles do not move through the riprap and reduce its stability. BMP Details. Include the following BMP details in the construction plans: a. BMP Cross Sections. Include site-specific elevations on the Bioretention Bench and Bioretention Trench details on sheet C4.02. b. OCS Details. Include Outlet Control Structure Details (attached) for the stormwater BMPs with specific elevations for inlets, outlets, and draintile (when applicable). Holasek Business Park November 20, 2018 Page 29 c. BMP Profiles. Include profiles of the stormwater BMPs with draintile (Pond B Filtration Bench and Filtration Trench) showing draintile slope. Please note that all draintile must have a positive drainage slope of at least 0.5%. Include site-specific invert elevations for assistance with field construction. d. EOF elevations. EOF elevations should be set to at least 0.5 ft. above the HWL to allow for construction tolerance. Include cross-sections of the EOFs in the plan set. Impervious Acreage. The area (ac) of proposed new impervious is inconsistent between the application (25.10), stormwater report (27.5), project narrative (25.08), plan sheet C5.03 (28.4), and HydroCAD model (25.34). Clarify the correct area of new impervious and update components of the submittal to match. Elevation -Storage Tables. Include the Filtration Bench bottom (should be 928.5) in the elevation - storage table in the HydroCAD report so that the treatment volumes can be determined for the ponds, bench, and re -use system. Filtration Trench. The filtration trench design is not compliant in the current design. a. Contributing Area. The filtration trench appears to receive runoff from pervious areas only. Stormwater BMPs should capture and treat runoff from impervious areas on the site. b. Tree Roots. The filtration trench is proposed in an area that is wooded on the landscape plan. Trees may be planted on the side -slopes or adjacent to the trench but are not allowed in the trench bottom. Tree roots may impact the draintile and prevent proper drainage. c. Model and Plan Details. The filtration trench is not included in the HydroCAD model and the construction plans do not show details (bottom, NWL, HWL, OCS, EOF) for this BMP. Please include the details listed in Comment #2 above and include information for this practice in the construction plans and HydroCAD model. Operation & Maintenance Plan (O&M). Provide a draft O&M plan outlining the responsibilities for inspecting and maintaining the stormwater BMPs on site. The O&M plan must be signed by all responsible parties. a. Reuse Maintenance Plan. Provide a draft Reuse Maintenance Plan as part of the overall O&M plan. Please include all details outlined in the corresponding section on the Stormwater Reuse Design Guidance document. Reuse Plan Sheet. Please add the following information to the stormwater reuse plan: a. Location of the following reuse system components: irrigation lines, irrigation zones, sprinkler heads, pumps, intakes from ponds, and usage meters. If applicable, include the locations of the potable connection, backflow prevention devices, filters, and debris collection sumps. Holasek Business Park November 20, 2018 Page 30 b. Narrative describing operation of the systems. If the irrigated areas will be actively used during daytime hours, the irrigation needs to be scheduled for times when the areas will not be in use. c. Location of access for reuse system maintenance. d. Drawdown elevations of the reuse ponds. e. Volume reduction and/or water quality calculations. f. Other information relevant to the reuse systems. SWPPP. A copy of the SWPPP including soiWinfiltration data within the perimeter of all infiltration/filtration devices is required prior to review for final plat. The SWPPP must also meet all requirements of City Code 19-145. Basin. There is a bioretention basin south of Lyman Boulevard in the road construction plans. Please show this basin on the construction plans for Holasek Business Park and demonstrate that the road project plans don't interfere with this project. Chloride Management Plan. A chloride management plan is required. Applicant will need to respond to the comments received by Twin Cities & Western (Wednesday, October 24, 2018 6:39 AM): "In response to this proposal Twin Cities & Western offers the following comment: Twin Cities & Western has concerns of stormwater and general runoff impacts with this land being developed making it non pervious. What will happen to the stormwater runoff and will the increased runoff adversely impact the railroad roadbed? " SITE PLAN Engineering Must comply with the conditions of the Holasek Business Park conditions of approval for the subdivision. Environmental Resources The applicant shall revise the landscape plan to increase quantities to meet minimum ordinance requirements for parking lot trees. Additional tree species will need to be added rather than increasing quantities of existing selection. Holasek Business Park November 20, 2018 Page 31 The applicant should consider limiting the number of lindens called for in the plant schedule and avoid planting elms and lindens in groupings. The applicant should designate snow removal/storage areas on each lot that do not conflict with proposed landscaping. All parking lot islands and peninsulas that contain a tree planting must have an inside width of 10 feet. They also will be required to have proper planting soil as specified in the Planting Notes. Parking lot islands located in the pipeline easement shall be planted with small shrubs or perennial plantings, if allowed. Planning The applicant shall enter into separate site plan agreements with the city for each lot and building and provide the necessary security to guarantee grading and erosion control, site restoration, stormwater and landscaping. Pedestrian ramps shall be added at each curb at the driveway entrance to Building A and included on the site plan sheet C3.01. Community features including benches, bike racks and picnic tables shall be incorporated in the site. Due to the wetland in the southwest comer of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. Water Resources Coordinator Must comply with the conditions of the Wetland Alteration Permit. WETLAND ALTERATION PERMIT a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-411(c) and (d) c. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be Holasek Business Park November 20, 2018 Page 32 accomplished on-site, or if the city deems it necessary to perform mitigation off-site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. d. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. e. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimize the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city's GIS database. h. Sec. 20-406. Wetland classification. All wetlands delineated under Sec. 20-405 of this article that have not been previously classified shall be classified using the results from the Minnesota Routine Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0), or future versions. A MnRAM shall be completed by the property owner or applicant for each previously unclassified wetland. An electronic version of the MnRAM evaluation must be submitted to and approved by the city to establish the classification of each wetland prior to any alteration or impact to the wetland. L An approved Notice of Decision (NOD) for Boundary and Type is required for a complete application, however, the applicant has been very involved, communicative, responsive, and fully participatory in the application process. Staff will accept the application in process as the TEP has met prior to deadline for completion. The NOD will be issued by November 27, 2018. j. Staff review will be conditional upon an approved NOD for Boundary and Type. Holasek Business Park November 20, 2018 Page 33 k. Based on the submission the site will require at least one additional Wetland Conservation Act (WCA) Application. A grading permit cannot be issued until the applicant has completed the WCA process. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. Due to the wetland in the southwest comer of the site, Building C on Lot 3 may need to be shifted east or reduced in size, the drive aisle, parking and loading areas may need to be shifted to the east and north. m. Sec. 19-146. Wetland elements. 1) Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. 2) Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. 3) Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application 3. Holasek Business Park Sheets Cover Sheet A0, Existing Conditions C2.01 -C2.03, Site Plan C3.01, Grading Plan, Erosion Control C4.01 -C4.02, C5.01 -C5.03, C6.01, Landscaping Plans L1.01 -L2.01, Architectural AI -A3 and Electrical 1 4. Magellan Midstream Partners Agency Response Letter Dated November 12, 2018 5. Public Hearing Notice and Mailing List g:\plan\2018 planning taxes\18.18 holasek business park\suff report holasek business park.docx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Eden Trace Corporation and Holasek Farms, LLC for Rezoning, Preliminary Plat, Wetland Alteration Permit and Site Plan Review. On November 20, 2018, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation and Holasek Farms, LLC for a Rezoning from Agricultural Estate District, A2 to IOP; Preliminary Plat approval creating three lots and an outlot; approval of a Wetland Alteration Permit; and Site Plan approval for a total of 449,350 square feet in three office industrial buildings. The Planning Commission conducted a public hearing on the proposed rezoning, subdivision and variance 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 Agricultural Estate District (A2). 2. The property is guided in the Land Use Plan for Office Industrial use. 3. The legal description of the property is: (See Exhibit A) 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city Comprehensive Plan since the zoning is consistent with the land use designation of the property, utilizes available infrastructure and provides business opportunities. b. The proposed use is or will be compatible with the present and future land uses of the area, which are office industrial uses to the west and north, an arterial roadway to the north and is buffered from the single-family homes by distance and landscaping. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance, subject to the conditions of approval for the subdivision, wetland alteration and site plan review. d. The proposed use will not tend to or actually depreciate the area in which it is proposed since the use is similar to surrounding uses. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity since adequate infrastructure is available to the site. f. Traffic generation by the proposed use is within capabilities of streets serving the property. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision complies with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's Comprehensive Plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by the subdivision ordinance; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record, but will provide additional required easements; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 6. When approving a Wetland Alteration Permit the city must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Sec. 20.232, include the following 12 items: a. The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The developer shall mitigate any wetland impacts. b. The proposed development will be consistent with the objectives of the city's Comprehensive Plan and this chapter. The developer shall meet all water quality standards required of it. 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. The project proposes the development of a business park, which are currently existing to the west and north of this parcel. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. The project proposes the development of an office / warehouse business park. 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. The developer shall preserve the southern outlot as permanent open space. 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. The development shall provide additional economic and employment opportunities for 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. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. 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. As noted, the development will eliminate one, direct access on to Highway 101. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. j. The proposed development will be aesthetically compatible with the area. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space. k. The proposed development will not depreciate surrounding property values. The project proposes the development of homes similar to those in the development to the east. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space, potentially improving property values. I. The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, VI, XIV, Division 1, and XXXI of the Chanhassen City Code. The developer shall preserve and protect the Bluff Creek primary zone as permanent open space as required by city code. 7. Site Plan Review a. 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; Finding: The proposed development is with the elements and objectives of the city's development guides as well as meeting the design standards for Industrial Office Park developments. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves 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; Finding: The site has been significantly altered by previous grading on the parcel. The proposed development is in keeping with the general appearance of the neighboring developed areas. d. 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; Finding: 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. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) M 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; 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. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. f. 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. Finding: 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 traffic circulation. 4 The Planning Report 42018-18 dated November 20, 2018, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the rezoning of the property from Agricultural Estate District, A-2, to Industrial Office Park, IOP; Preliminary Plat approval creating three lots and one outlot with access via a private street; a Wetland Alteration Permit; and Site Plan approval for three office industrial buildings with a total of 449,350 square subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 20e day of November, 2018. CHANHASSEN PLANNING COMMISSION WM Its Chairman EXHIBIT A Legal Description The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; AND That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; WE The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast comer of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest comer of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 C�)vf 8- (g CITY OF CHANHASSEN APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: D (9 — (E PC Date: ) (- ��-� l R CC Date: -La' 60 -Day Review Date: ApplicationSection 1: apply) (Refer to the appropriate Application Checklist for required subrii information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Conditional Use Permit (CUP) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Single -Family Residence ................................ $325 ❑ Consolidate Lots..............................................$150 ❑ All Others. ................. ....... .............................. $425 ❑ Interim Use Permit (IUP) ❑ Final Plat ..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others......................................................... $425 'Additional escrow may be required for other applications Rezoning (REZ) 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 Variance (VAR) .................................................... ❑ Sign Plan Review...................................................$150 Wetland Alteration Permit (WAP) ❑� Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative ..................................................$100 AllOthers ....................................................... $275 Commercial/Industrial Districts'......................$500 Zoning Appeal ...................................................... $100 Plus $10 per 1,000 square feet of building area: Zoning Ordinance Amendment (ZOA)................. ( 289 thousand square feet) 'Include number of existing employees: 'Include number of new employees. ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) Q Notification Sign (City to install and remove) ..... Z 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 ( 4O addresses) ❑� Escrow for Recording Documents (check all that apply) ........................................... .......I............... $50 per document ElConditional Use Permit ❑ Interim Use Permit Q Site Plan Agreement ❑ Vacation ❑ Variance ED Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds TOTAL FEE: $5,245.00 Section 2: Required Information Description of Proposal: Three office/warehouse buildings and related parking lots, utility services, and stormwater management ponds. Property Address or Location: Parcel #: 250210100 Total Acreage: 49.00 Legal Description:. Wetlands Present? SW of Lyman Blvd. (CSAH 18) & Galpin Blvd. W]Yes ❑ No See attached ALTA survey Present Zoning: Agricultural Estate District (A2) Requested Zoning: Industrial Office Park District (IOP) Present Land Use Designation Office/Industrial Re u atiom Office/Industrial Existing Use of Property: Agricultural, undeveloped. OCheck box if separate narrative is attached. Ran MTOF MANFIAS N OCT 1 92018 MHAM RAW* Def ❑ Create 3 lots or less ........................................$300 ❑� Create over 3 lots .......................$600 + $15 per lot ( 4 lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑� Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 AllOthers ....................................................... $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 ( 4O addresses) ❑� Escrow for Recording Documents (check all that apply) ........................................... .......I............... $50 per document ElConditional Use Permit ❑ Interim Use Permit Q Site Plan Agreement ❑ Vacation ❑ Variance ED Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds TOTAL FEE: $5,245.00 Section 2: Required Information Description of Proposal: Three office/warehouse buildings and related parking lots, utility services, and stormwater management ponds. Property Address or Location: Parcel #: 250210100 Total Acreage: 49.00 Legal Description:. Wetlands Present? SW of Lyman Blvd. (CSAH 18) & Galpin Blvd. W]Yes ❑ No See attached ALTA survey Present Zoning: Agricultural Estate District (A2) Requested Zoning: Industrial Office Park District (IOP) Present Land Use Designation Office/Industrial Re u atiom Office/Industrial Existing Use of Property: Agricultural, undeveloped. OCheck box if separate narrative is attached. Ran MTOF MANFIAS N OCT 1 92018 MHAM RAW* Def APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, 1, 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 1 am the party whom the City should contact regarding any matter pertaining to this application I will keep myself informed of the deadlines for submission of material and the progress of this application I further understand that additional fees may be charged for consulting fees, feasibility studies. etc with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct 01711-17 Address City/State/Zip Eden Trace Corporation 8821 Sunset Trail Chanhassen / MN / 55317 Contact Phone Mark Undestad Cell (612) 803-6970 Email mark@edentrace.com Fax Signature: 4k 5E2o — Date PROPERTY OWNER: In signing this application, 1, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. • Name VS Address: gv City/State/Zip . Email 1' Signature Contact. Phone: N Cell. b►a a�� –�p Fax Date a This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application PROJECT ENGINEER (if applicable) Sambatek, Inc. Name. Contact. Pete Moreau 12800 Whitewater Drive Phone (763) 476-6010 Address CitylState/Zip: Minnetonka ! MN 155343 Cell Email pmoreau@sambatek.com Fax Section 4: Notification Who should receive copies of staff reports? information I 'Other Contact Information: ❑� property Owner Via Email ❑ Mailed Paper Copy Name Edward Farr Architects, Inc (attn Ed Farr) Applicant Via Email Mailed Paper Copy Address 7710 Golden Triangle Drive Q Engineer Via Email Mailed Paper Copy City/State/Zip: Eden Prairie / MN / 55344 ❑� Other' ViaEmail Mailed Paper Copy Email e.farr@edfarrarch.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select :=AVE FORM to save a COPY to your FORM to send a digital device `PINT FORM and deliver to city along required documents and payment. SUBMIT –with copy to the city for processing. SAVE FORM PRINTFOM $UBMR FORM Holasek Business Park 8610 Galpin Boulevard Chanhassen, MN DEVELOPER: ARCH/TECT. CIVIL ENG/NEER: SURVEYOR: LANDSCAPING EDEN TMCE CORPo 'T E0WAMD FMR MCHETECT9 9 M]EN E0.NMl£N SNABAtEN .19...T T% ]]IO DMDNTRM ENOEE ORNE ITWWNREWARRDR, STEW ARC0 WHREWAiEA p1, 51E1W 12M MIT ATER DR STE]EO LHAMIASSEM MM 65111 DEN FP)E MN.. MN NETdINA, W 55.)El WNHEipMq MN STN] .1..TONM MN .1 RgNE'. Yut lBtnl]] VNd1E: 95tN19Bg0 V qIE. BSI]R6010 GW WE: )6H16W1D RgNE: M]iMpID C0xiAGi. MANN U.x.T1. CONTnTMN MDRSFM CONTACT'. F11EMMeAII coNTACi'.CMwJ(111Nsox CONTACT. MI WEW IVB . ®........M VICINITYMAP SHEET INDEX: AO COVER SHEET C2.01 E)OSTING CONDITIONS - SHEETI C2.02 EASTING CONDITIONS - SHEET 2 C2.03 PRELIMINARY PLAT 03.01 SITE PLAN CA.01 GRADING PLAN 01.02 GRADINGNOTES C5.01 PHASE I EROSION CONTROL PLAN C5.02 PHASE II EROSION CONTROL PLAN C543 EROSION CONTROL NOTES & DETAILS CB.OI UTILITY PLAN LANDSCAPING L1.01 LANDSCAPEPLAN L1.02 SHRUBPLANNORTH LIM SHRUB PLAN SOUTH 6 DETAILS TREE PRESERVATION COPY PLAN ARCHRECTURECTURAL ARC Al ARCHITECTURAL SITE PLAN A2 BUILDING A FLOOR PLAN I ELEVATIONS A3 BUILDING B FLOOR PLAN I ELEVATIONS/ SITE SECTIONS ELECTRICAL 1&1 SITE LIGHTING PHOTOMETRIC PLAN 18.m AO AO I III lijj I llll ` �i8lll6 l sy�li9ly$Ul f I ` YA �' • .,�vo'i 'f� 1 j 'I a `o m VI H <] 6 xW �E r1 �� tGwOU .- iS6 V�- -J I _ � I I J 1 _ _ iie• YUAN I III lijj I llll ` �i8lll6 l sy�li9ly$Ul f I ` YA �' • .,�vo'i 'f� 1 j 'I a `o m VI H as WN v'ni %5 p4 z Ir •� �`ZC e- dQN mQ Fy a Eptii �s. �. 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CO.RWTHN ELFR PVLP�a] ��C11LYICX BiNR WILMMFTK0.W ,B e P.B ..D 4 4 �E 6 0.ELIW CLEnEWL WINEd Q le MF.1 LIWiEdiURE .�SM1eufe I Il EbELNiMEIXNP[ oilr!— 1e wnFUPomR 1v 1 m $I DREL GLEE:P111E O NYVREL e FRONT ENTRY PERSPECTNE CORNER ENTRY PERSPECTIVE 1F.aee A2 b I I i poi I I I I I I I I I S W . �•� � €14'3��q S5H Y - - eg 3 ' }• .i .y'! n � .moi. �... - :. ....�.... ... , ... f . :r•, ,gra � !. , , .. . '�� t! Via@ � � � ' •j,. . ,t� .. w I W . �•� � €14'3��q S5H Y - - eg 3 /M MMAGELLRAM H. Cynthia Pierce One Williams Center November 12, 2018 P.O. Box 22186 Tulsa, OK 74121-2186 (918) 574-7464 Cynth ia.ple rce0 mage Ilan 1p.com VIA E-MAIL: baenerous(azci.chanhassen.mn.us Mr. Robert Generous, AICP Senior Planner City of Chanhassen, MN RE: Agency Review Request Holasek Business Park (Planning Case: 2018-18) Lyman Blvd. & Galpin Blvd. Chanhassen, Carver County, MN (MPL # 18-661) Mr. Generous: Magellan Pipeline Company, L.P. ("Magellan") owns and maintains a 12 -inch high- pressured petroleum products pipeline across the property (see attached GIS drawing) that is being reviewed for land development and zoning change from A2 to IOP. Magellan is currently engaged in entering easement confinement of 100 -foot wide and encroachment agreement with the property owners. It is Magellan's position to continue to have access, maintain and protect its pipeline facility. Thus, as long as the property owners, their successors, assigns and grantees abide by the agreements and the attached "Magellan General Encroachment Requirements", Magellan does not object to the requested zoning change. 4yn ely, thia Perce Magellan Pipeline Company, L.P. By Magellan Pipeline GP, LLC w/attach cc: Bruce Krech Brady Busselman Magellan Project No. 18-661 & 18-560- Tract 7348 MAGELLAN PIPELINE COMPANY, L.P. General Encroachment Requirements A. GENERAL - These requirements define the minimum standards of practice for encroachments by a landowner (including any developer, business entity, utility company or individual working for, or on behalf of, or with permission of landowner) (herein referred to collectively as "Owner") to pipeline corridors and rights of way ("Magellan's Easement Tract") owned or operated by Magellan Pipeline Company, L.P. ("Magellan"). Upon written request by Owner to Magellan, a copy of these minimum requirements shall be provided to any developer, business entity, utility company or individual working on behalf of Owner or with the permission of Owner within Magellan's Easement Tract. Specific circumstances may require additional precautions or more stringent methods in order to protect the integrity of Magellan's pipelines and facilities. Magellan's Easement Tract for purposes of these General Encroachment Requirements shall be considered to be any area within fifty (50) feet of any Magellan pipeline or other Magellan -owned or operated facility unless a different right of way width is specified by one or more recorded right of way or easement documents (herein collectively called "Easement", whether one or more), in which case such specified width shall define Magellan's Easement Tract. Encroachment Definition. An "encroachment" is any use of the land within Magellan's Easement Tract which could interfere with Magellan's Easement rights or which could create safety concerns for Magellan pipelines and/or facilities located on Magellan's Easement Tract. Encroachments include, but are not limited to: structures, fixtures, personal property, landscaping, foreign utilities, foreign pipelines, roadways, railroads, waterway crossings, water impoundments, walls, heavy equipment and heavy loads on Magellan's Easement Tract, and also any excavation, digging, drilling, tunneling and addition, removal or disturbance of soil or subsoil within Magellan's Easement Tract. 2. Maeellan Representative Required On -Site. Magellan pipeline systems operate at high pressures, and for safety reasons, Magellan requires its company representatives to be on-site while Owner is excavating or performing other activities which could endanger the Magellan pipelines or other facilities on 1 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1101107 Magellan's Easement Tract. For other activities of the Owner on the Magellan Easement Tract, the Magellan field representative shall determine whether Magellan's continuous presence or periodic monitoring of encroachment activities will be required and shall inform the Owner. A Magellan representative will be made available upon 48 hours notice (exclusive of weekends and holidays) to determine the location and approximate depth of any Magellan pipelines. No excavation shall be commenced without prior written approval from Magellan and verification by Magellan of the location and approximate depth of its pipelines. 3. Magellan's Facilities. Magellan's facilities include, but are not limited to, Easement, rights of way, pipelines, meter and valve sites, aboveground piping manifolds and cathodic protection systems. 4. Land Use Change - Notification. The landowner and tenant, if any, must notify Magellan at any and every time when the land use will be changed for land on or adjacent to Magellan's Easement Tract. Examples of such land use changes are: • Change from pasture to cultivation • Change in depth of tilling (e.g. plowing deeper or deep -breaking the land) • Change in that terraces will be cut or re -cut • Change from agricultural use to residential, commercial or industrial use. • Change from residential to commercial or from commercial to industrial. 5. Governmental Regulations and Industry Guidelines. Owner must comply with all applicable laws and regulations, as well as Magellan's policies as expressed herein. Owner is also hereby referred to the Common Ground Alliance Best Practices which can be found on the web site: www.commongroundalliance.com (See "Program Information" / `Best Practices") and which is available from Common Ground Alliance in booklet form for easy reference. Best Practices addresses the most common issues for damage prevention for an encroaching party, including, among others: Planning and Design; One -Call Center; Locating and Marking; Excavation; and Mapping. In the even of a conflict between laws and regulations, Magellan's policies and the Common Ground Alliance Best Practices, the following priority shall govern encroachments on Magellan's Easement Tract: Ist -- laws and regulations; 2nd — Magellan policies; and 3rd -- Common Ground Alliance Best Practices. 2of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 B. MAGELLAN RIGHT OF WAY PRACTICES ►01 Tract. In order to keep Magellan rights of way clear for operations, maintenance, inspection and emergency access, personal property and fixtures shall not be placed, stored or maintained on Magellan's Easement Tract. Personal property and fixtures include, but are not limited to, storage sheds, automobiles, trailers, mobile homes, above -ground swimming pools, business equipment, product inventory, scrap metal, boulders, large rocks, debris, junk and piles of materials. Subject to the terms of its Easement (including right of way agreement[s] and other written agreements) , Magellan may keep Magellan's Easement Tract clear of items that may hinder the exercise of Magellan's rights to construct, operate, inspect, maintain, repair and access its pipelines and other facilities. Clearing of the Magellan's Easement Tract shall include, but not be limited to the following: removal of trees, brush, crops, other vegetation and non -permitted encroachments located on or overhanging all or part of any Magellan's Easement Tract. Trees or other vegetation overhanging Magellan's Easement Tract may be side -trimmed. C. ENCROACHMENT PLANNING I . Plan Review Required by Magellan. For any encroachment, Magellan must be provided project plans to review and approve, prior to the encroachment occurring, for purposes of damage prevention. 2. Submission of Complete Plans. Owner must submit complete plans to Magellan for review. Incomplete plans could delay Magellan's engineering impact study and insufficient information could result in increased costs. Plans must include: • A plan view of the project with the pipeline(s) location included. • An illustration in profile of the existing surface elevations, the proposed surface elevations and the elevation of the Magellan pipeline(s). • A comprehensive utility/structure/grading plan depicting the relationship to the pipeline(s). • A proper legal description of the project location. • Complete landscaping plans. • Complete plans for backfilling and compaction of backfill material. 3. Plans Most Show Magelhia's Easement Tract: Pipelines and Facilities. AB construction plans (prints) showing lands where all or any part of Magellan's Easement Tract, any Magellan pipeline or facility is located must contain the 3of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 following: • Location and depth of all Magellan pipelines and facilities • The width of Magellan's Easement Tract • A standard warning statement conspicuously displayed containing the following language: WARNING HIGH-PRESSURE PIPELINE(S) Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE COMPANY, L.P. 4. Written Encroachment Agreement Required. A written, fully executed Encroachment Agreement must be in place between Magellan and Owner before Owner commences work on any encroachment. Costs. Unless otherwise agreed in writing, all costs to Magellan that result from any encroachment should be paid by Owner. Such costs shall include, but not be limited to: modification, replacement, lowering, and protection of pipelines, including engineering evaluation and design, field labor and real estate research and document preparation and handling, 6. Pipeline Integrity Inspection. Prior to the installation of any structure, parking lot, roadway or other facility which might interfere with or hinder Magellan's inspection of any pipeline or facility, Magellan will perform an integrity review of its pipeline and any other assets which may be affected by the proposed structure, parking lot, roadway or other encroaching facility in order to determine that Magellan's assets comply with integrity requirements and to allow Magellan to make any needed changes prior to construction of any encroachments. Soil On Magellan's Easement Tract — Removing and Adding No soil shall be removed from or added to Magellan's Easement Tract without written authorization from Magellan. Any soil added must be clean (without contaminants, trash or debris) fill dirt and must be limited in amount so that the 4of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 resulting cover (vertical distance from the surface of the land to the top of Magellan's pipeline) is not greater than eight feet (8'). 3. Erosion Control Materials. Erosion -control materials may be allowed on Magellan's Easement Tract for temporary periods of construction and restoration. 1. Proof of Title to Property. Magellan may require Owner to provide proof of current ownership of the land where the proposed encroachment is to be located. Such proof may be in the form of a Title Commitment, Title Policy, or a copy of a recorded Warranty Deed. 10. Subdivision Plat. Magellan requires a copy of the Subdivision Plat, if applicable. If the plat has been recorded, Magellan requires a copy indicating the book and the page of the recording. H. Location and ApgroxiMate Depth of Pipe nes. A Magellan representative is normally available with 48 hours notice (exclusive of weekends and holidays) to determine the location and approximate depth of the pipeline(s). Determining actual depths of pipelines may require pot -holing or hand -digging by, and at the expense of Owner in the presence of an authorized Magellan representative. No excavation on Magellan's Easement Tract shall take place without approval by Magellan. 12. Encroachin¢ Oblect or Structure. Vertical separation is defined in this document as the vertical distance between the outermost part of a Magellan pipeline, facility or appurtenance (for example, the outside of the pipe [for uncased pipe] or the outside of the pipe casing [for cased pipe]) and the outermost part of the encroaching object (for example, the outside of the encroaching pipeline or the outside of its conduit). 13. Construction Equipment Information. Owner shall provide to Magellan information as to the type, size, and weight of construction equipment that will be used over or in the vicinity of the pipeline(s). D. ENCROACHMENT DESIGN REQUIREMENTS & STANDARDS Risk of Loss and Damage. Owner shall bear the risk of loss, damage and/or destruction to any structure, fence, landscaping or improvement placed within the boundaries of Magellan's Easement Tract and shall hold Magellan harmless 5of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 for damages, destruction of structures and for any consequential damages which may arise out of Magellan or its designees exercising Magellan's Easement rights or which may arise out of accessing Magellan's Easement Tract, pipelines or facilities. 2. Buildings. Structures and Fences. a. Buildings and Structures. No buildings, houses, barns, garages, patios, playhouses, sheds, septic systems or drain fields, swimming pools (above- ground or below -ground), reinforced concrete slabs or other similar structures will be permitted on the Magellan's Easement Tract. b. Septic System not permitted. No septic -system, including any lateral lines will be permitted on Magellan's Easement Tract. c. Retaining Walls. Retaining walls are not permitted on Magellan's Easement Tract. d. Fences. No fence shall be constructed or maintained on Magellan's Easement Tract without a written agreement. e. Requirements for Fences. If fencing on Magellan's Easement Tract is authorized by a written agreement with Magellan, the fencing must comply with the following: I) Not Parallel to Pipeline. No fence shall be allowed to be constructed parallel closer than 10 feet to any Magellan pipeline, within the boundaries of Magellan's Easement Tract. 2) Fence Posts Location. No fence posts will be allowed to be within five (5) feet of any Magellan pipeline or facility. 3) Gates Required Magellan may require any fence constructed within the boundaries of Magellan's Easement Tract to have gates of such size and suitability as is necessary or convenient for Magellan to access its pipelines and/or facilities for its operations, including inspections, at each point where the fence crosses a Magellan pipeline or facility boundary. Magellan shall be allowed to put a Magellan lock on such gates, which will allow access to Magellan's Easement Tract and/or facilities through such gates. 4) Angle of Fence Crossing. It is preferred that fence crossings be as close to 90 degrees as possible. 3. Landscaping. Elevation Changes and Water. a. Landscaping Definition. Landscaping shall include, but not be limited to, trees, shrubs, underground irrigation or sprinkler systems, sidewalks or other paths, retaining walls, terraces or other land grade changes, within 6of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1101107 Magellan's Easement Tract. b. General Landscaping Requirements. The following are the general rules for landscaping on Magellan's Easement Tract: I ) Written Approval. Landscaping proposed to be done on Magellan's Easement Tract must be approved by Magellan in a written encroachment agreement. Among other terms, the encroachment agreement will release Magellan from any liability for damages to the landscaping from the exercise of Magellan's Easement rights. 2) Trees Not Permitted. Trees are not permitted on Magellan's Easement Tract. 3) Shrubs. Shrubs exceeding 3 feet in height and/or obstructing the view of any Magellan pipeline marker posts are not permitted on Magellan's Easement Tract. 4) Irrigation Systems, Field Drain Lines, and Sidewalks. Irrigation systems, field drain lines and sidewalks that are to cross a Magellan pipeline must cross such pipeline at an angle as close to 90 degrees as possible, but in no event at an angle less than 45 degrees and must comply with other applicable provisions of this document. c. No Water Bodies on Magellan's Easement Tract. Retention of water, including but not limited to, Livestock ponds, lakes, retention ponds, or wetlands may not be constructed or formed on Magellan's Easement Tract. d. Surface Grade and Elevation Changes. Surface grade or elevation changes must be reviewed and approved in writing by Magellan. 4. Foreign Pipeline & Utility Crossings. No foreign pipelines or utility lines of any type shall be allowed to be constructed parallel to any Magellan pipeline within the boundaries of Magellan's Easement Tract. a. Minimum Angle for Pipeline/Utility Crossing. Any foreign pipeline or utility that is proposed to cross a Magellan pipeline must cross the Magellan pipeline at an angle as close to 90 degrees as possible, but in no event at an angle less than 45 degrees. b. Vertical Separation Requirements for Crossing. Foreign pipeline(s), utilities (except high-voltage lines — see below) or flow lines should cross Magellan pipeline(s) with at least 24 inches of vertical separation. Special written authorization must be given in the event vertical separation is less than that specified in these General Encroachment Requirements. The preferred method for a foreign pipeline or utility to cross a Magellan pipeline is to cross below the Magellan pipeline. c. Warning Tape Required. When any foreign pipeline or utility line is 7of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 proposed to cross a Magellan pipeline, Owner must place 6" wide McMaster -Carr No. 8288T12 or equal within Magellan's Easement Tract in the following manner: 1) The tape must be placed directly over (parallel to) and at least 15 inches above the foreign line for the entire distance that it occupies Magellan's Easement Tract. Additionally, the tape must be placed directly over (parallel to) and at least 15 inches above each Magellan pipeline that is crossed for a minimum distance which is the greater of: (a) a minimum distance of 20 feet on each side of the Magellan pipeline, or (b) across the entire width of Magellan's Easement Tract 2) The placement of warning tape on each side of Magellan pipeline(s) will not be required for utility cables that are installed using the directional drill or jacking method. d. Crossings By Metal Pipelines or Conduits. Metallic pipe crossing Magellan pipeline(s) may require Magellan to perform a cathodic protection interference survey. If interference with Magellan's cathodic protection system is detected and remediation is necessary, Owner agrees to cooperate with Magellan and to make necessary adjustments in Owner's interfering metallic pipe or other remediation to correct such interference problem insure that the Magellan cathodic protection system is operating properly. e. Crossing Requirements. Electrical, fiber optic, local service communication, long distance carrier telephone, and utility cables should cross Magellan pipeline(s) with a minimum of 24 -inches of vertical separation. All such lines must be covered with a Concrete Slab for the full width of the Easement Tract, if requested by Magellan. If such lines have an exposed concentric neutral, a test point from the ground wire shall he installed by the power company. f. Crossing Requirements For Lines Going Over a Magellan Pipeline. In the event the electrical, fiber optic, local service communication, long distance carrier telephone, and utility cable crosses over a Magellan pipeline, such line shall be encased in red concrete across the full width of Magellan's Easement Tract, unless a variance is granted by Magellan, as set forth below. g. Written Authorization for Variance. Owner must have written authorization from Magellan for any variance from the vertical separation requirements listed above and/or for any variance from the requirement for encasement of high-voltage electrical lines in red concrete. h. Utility Poles and Guy Anchors. Utility poles and guy anchors shall not 8of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 be placed on Magellan's Easement Tract without a written agreement. With a written agreement, poles and anchors may be placed no closer than 20 feet to any Magellan pipeline. Poles shall not be allowed to run parallel to a Magellan pipeline within the Magellan Easement Tract. Directional Drilling / Boring. 1) Prior to commencing any horizontal directional drilling, Owner shall submit plans showing procedure and material descriptions for Magellan's approval. The plans and description shall include, but not be limited to the following: • Profile and plan showing location of entry and exit points • Work space required to perforin the work • Mud containment and disposal sites 2) Owner shall positively locate and stake the location of Magellan's existing pipelines and other underground facilities, including exposing any facilities located within 10 feet of the designed drilled path. Prior to commencing drilling operations, Owner shall modify drilling practices and down -hole assemblies to prevent damage to Magellan's existing pipelines and other facilities. Owner shall be responsible for losses and repairs occasioned by damage all Magellan pipelines and other facilities resulting from drilling or boring operations. 3) At all times, Owner shall provide and maintain instrumentation to document and accurately locate the pilot hole and the drill bit, to measure drill -string axial and torsional loads, and to measure drilling Fluid discharge rate and pressure. At Magellan's request, Owner shall promptly provide Magellan with reasonable access to information and readings provided by these instruments, including copies of any written documentation. 4) Pilot Hole. • The pilot hole shall be drilled along the path shown in the plan and profile drawings. No pilot hole shall be made that will result in any of the encroaching utility being installed in violation of laws and regulations or of Magellan's requirements described herein. However, safety for any adjacent utilities and/or structures is of utmost importance. Therefore, the listing of separation distances or tolerances herein does not relieve Owner from responsibility for safe operations or for damage to adjacent utilities and structures. If tolerances are not specified in the plan and profile drawings, the pilot hole shall have the following tolerances: • Elevation of +0 feet and -15 feet • Alignment of +/-20 feet as long as it does not come to 9of17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1101/07 within 10 feet of Magellan's pipeline • Initial penetration of ground surface at exact location shown in the plan and profile drawings • Final penetration of the ground surface within +/-10 feet of the alignment and within +30 feet and -0 feet of the length shown in the plan and profile drawings • Curves shall be drilled at a radius equal to or greater than that specified in the plan and profile drawings. The drilled radius will be calculated over any 3 joints (range 2 type drill pipe) segment using the following formula: Rdrilled = (Ldrilled/Aavg) x 180/n Where: Rdrilled =drilled radius over Ldrilled Ldrilled = length drilled; no less than 75 feet and no greater than 100 feet Aavg = total change in angle over Ldrilled • At the completion of the pilot -hole drilling, Owner shall provide to Magellan a tabulation of horizontal and vertical coordinates, referenced to the drilled entry point, which accurately describe the location of the pilot hole. 5) Drilling Fluids. • The composition of drilling fluids proposed for use shall comply with all applicable laws and regulations. • Owner is responsible for obtaining, transporting and storing any water required for drilling fluids. • Disposal of drilling fluids and drill cuttings shall be Owner's responsibility and shall be conducted in compliance with applicable laws and regulations. Drilling fluid shall not be disposed of by placing fluids on or under the surface of Magellan's Easement Tract. • Owner shall employ best efforts to maintain full annular circulation of drilling fluids. Drilling fluid returns at locations other than entry and exit points shall be minimized. If annular circulation is lost, Owner shall take steps to restore circulation. If inadvertent surface returns of drilling fluids occur, they shall be immediately contained with hand -placed barriers (e.g., hay bales, sand bags, silt fences, etc.) and collected using pumps as practical. If the amount of surface return is not great enough to allow practical collection, the affected area will be diluted with fresh water and the fluid will be allowed to dry and dissipate naturally. If the amount of surface return exceeds that which can be contained with hand -placed barriers, small collection sumps (less than 5 10 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 cubic yards) may be used unless permits or other regulations prohibit the use of collection sumps. If the amount of surface return exceeds that which can be contained and collected using barriers or small sumps, or if the return of drilling Fluids occurs in the body of water proper, drilling operations will be suspended until surface return volumes can be controlled. 6) As -Built Drawing. Owner shall provide to Magellan an as -built plan and profile drawing of the drilled crossing showing the location of the new crossing as well as the location of Magellan's pipeline. 5. Roadway Driveway Railroad and Equipment Crossings. No roadway, driveway, railroad or equipment crossings of any type shall be allowed to be constructed parallel to any Magellan pipeline within the boundaries of Magellan's Easement Tract. a. Pipeline Integrity Inspection. A pipeline integrity review shall he performed by Magellan as described in provision "6" under "C. RN['ROACHMENT PLANNUNC' (above). b. Load Bearing and Stress Limit Requirements. Prior to any road, driveway, rail bed or equipment crossing construction, Magellan's engineer must determine whether the proposed compacted cover meets load-bearing requirements and provides adequate protection to limit stress on Magellan's pipeline or other facilities and must advise Owner of any additional requirements necessary to provide adequate protection. c. No Crossing Over Pipeline Bend. Paved surfaces or rail beds shall not be allowed to cross a pipeline bend (point of inflection). d. Minimum Angle of Crossing. Crossings should be as close to 90 degrees to Magellan pipeline(s) as possible, but not less than 30 degrees. e. Pipeline Casing Issues. Magellan prefers that cased roadway and railroad crossings no longer be installed. If the carrier pipe under roadways and railroads requires adjustment or relocation, then instead of using casing, the carrier pipe will consist of extra strength material or heavier wall thickness to accommodate the additional longitudinal stress due to external loads. If a road or railroad crossing currently uses casing and the road or railroad is being widened and no other adjustment or relocation of the carrier pipe is required, then Magellan may elect to extend the casing pipe on the existing crossing(s) to accommodate additional road surface. If casing is used, it must not end under the roadway surface or track structure, but must extend across the entire length of the roadway or railroad right of way. f. Railroad Crossing Requirements. Railroads shall be installed with a Il of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 minimum compacted cover over the carrier pipe, as measured from the base of the rail to the top of the pipe, as follows (see Figures I and 3): Location of Pipeline Minimum Compacted Cover Over Top of Pipeline Under track structure proper Below bottom of rail) 6.0 feet Under all other surfaces within the right of way or from the bottom of ditches 3.0 feet g. Roadway and Driveway Crossings. Roadways and driveways, shall be installed with a minimum compacted cover over the carrier pipe, as measured from the top of the roadway surface to the top of the pipe, as follows (see Figures 2 and 4): Location of Pipeline Minimum Compacted Cover Over Top of Pipeline Under roadway surface proper (Below surface of pavement) 4.0 feet Under all other surfaces within the right of way or from the bottom of ditches 3.0 feet h. Crossing Pipelines Transporting Highly Volatile Liquids. For Magellan pipelines transporting highly volatile liquids, minimum cover for a crossing at a drainage ditch must be 4.0 feet. i. When Additional Depth Required. Depth greater than the minimum depths stated above may be required for a pipeline due to the combined stress of internal pipeline pressure and external loading pressure. Magellan will analyze each proposed crossing based on information provided by Owner to determine any additional depth that may be required for the pipeline for safe operation. j. Temporary Roads and Equipment Crossings. Any such road or crossing must meet the following requirements: • Must be located at a site approved by a Magellan field representative. • Must provide adequate protection for Magellan's pipeline and other facilities, as determined by the appropriate Magellan engineer, so that the compacted cover meets load-bearing requirements and provides 12 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 adequate protection to limit stress on the pipeline or other facilities. • Owner shall place Six-inch wide plastic warning tape, McMaster -Carr No. 8288T12 or equal, over each pipeline for the width of the temporary road or equipment crossing, plus an additional 20 feet past each outside edge of such temporary road or equipment crossing k. Owner Required to Protect Magellan Pipelines. Magellan may require Owner to put in place additional cover and/or stabilization (timbers, steel plate, crushed rock, concrete slab, etc.) at any approved equipment crossing in order to protect Magellan pipelines, taking into account possible effects of weather, pipeline depth, and type of vehicles proposed to cross the pipelines. Magellan will analyze each proposed crossing based on information provided by Owner to determine any additional depth or protection that may be required for safe pipeline operation. I. Heavy Equipment - Definition and Requirements. Heavy equipment shall be defined as vehicles having a gross weight in excess of 80,000 pounds. Heavy equipment shall be prohibited from working directly on top of the active pipeline. For vehicles having a gross weight of 80,000 pounds or less, the pipeline must have a minimum of 4 feet of cover. Magellan must analyze the additional longitudinal stress due to external loads if the vehicles have a grass weight in excess of 80,000 pounds in order to determine required pipeline depth for safe operation. 6. Parking Lots and Other Pavement. a. Parking Lot and Pavement Requirements. All parking lots and other pavement installed on Magellan's Easement Tract shall consist of a flexible surface such as asphalt. No reinforced concrete will be allowed. b. Pipeline Depth Under Parking Lot. The depth of Magellan's pipelines under a parking lot must meet or exceed compacted cover requirements listed in the previous "Roadway, Driveway, Railroad, and Equipment Crossings" section above 7. Waterway Crossim- a. Pipeline Depth Requirements. If Owner proposes to cross a Magellan pipeline with a waterway (river, stream, creek, irrigation canal, or drainage ditch), such crossing must result in Magellan's pipelines meeting or exceeding the minimum depth below the bottom of the waterway for compliance with then current pipeline construction standards and federal, state, and local regulations. b. Requirements for Waterway Crossings: 13 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1101107 1) Minimum Angle or Crossing. Crossings should be as close to 90 degrees to Magellan pipeline(s) as possible, but not less than 45 degrees. 2) Vertical Separation Requirements for Waterway Crossing. Pipelines to be crossed must have a minimum vertical separation of five (5) feet, as measured from the bottom of the waterway to the outermost part of a Magellan pipeline, facility or appurtenance 3) Adding Weight to Pipeline for Negative Buoyancy. Owner shall bear the cost of Magellan adding sufficient weight or mechanical devices to any Magellan pipeline crossed by a waterway in order to create negative buoyancy for such pipeline. 8. Blasting. a. Magellan Written Approval Required — Plan To Be Submitted. Magellan must approve any proposed blasting operations that could affect its pipelines or facilities. Should blasting be necessary, a comprehensive plan must be submitted to Magellan for review and written approval. b. Safety Considerations — Damage Prevention Plan. For safety and preservation of Magellan assets, all blasting shall be in accordance with federal, state, and local governing agencies and the Magellan's "Damage Prevention Plan for Blasting Near Company Facilities". A copy of said plan will be made available upon request. E. EXCAVATION NEAR MAGELLAN PIPELINES. STATE "ONE -CALL" REQUIRED. No excavation or activity. listed in "A. GENERAL - 1. Encroachment Definition" above shall be performed by Owner in the vicinity of Magellan's facilities or within Magellan's Easement Tract until proper telephone notification has been made to the appropriate "One Call" system and a Magellan representative is on-site to monitor excavation activities. All of the states in which Magellan conducts pipeline operations have "One Call" laws, which require 48 -72 -hours notification prior to any excavation related activities. After making a One -Call, the state One -Call agency will notify Magellan to mark accurately, in a reasonable and timely manner, the location of the Magellan's pipeline facilities in the vicinity of the proposed encroachment. 2. ONE -CALL NOTIFICATION The following list is provided for convenience, but is not warranted by Magellan to be complete or accurate (telephone numbers were copied from each state's web site on 1/5/2004). Owner is required to acquire and call the appropriate One -Call number(s) for its 14 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/09 location of activity. Current "ONE -CALL" numbers and information can be found on each state's "ONE -CALL" website: Arkansas - http://www.arkonecall.com/ - 800 482-8998 Colorado - www.unec2.org/ - 800 922-1987 Illinois - www.illinoisIcall.com/ - 800 892-0123 Iowa - www.iowaonecall.com/ - 800 292-8989 Kansas - www.kansasonecall.com/ - 800 344-7233 Minnesota - www.gopherstateonecall.org/ - 800 252-1166 Missouri- www.moIcall.com/ - 800 344-7483 Nebraska - www.ne-diggersxom/ - 800 331-5666 North Dakota - www.ndonecall.com/ - 800 795-0555 Oklahoma - www.callokie.com/ - 800 522-6543 South Dakota-www.sdonecall.com/index.asp - 800 781-7474 Texas - www.texasonecall.com/ - 800 245-4545 Wisconsin - 1vww.diggershotline.com/ - 800 242-8511 Alternatively, the National One -Call number — (888) 258-0808 - may be used to register a proposed excavation and to subsequently notify underground utility operators with assets in the vicinity. 3. Excavation Plan Approval. Owner shall submit to Magellan for its approval plans for any proposed excavation on the Magellan Easement Tract. No excavation on Magellan's Easement Tract shall be commenced until Owner has secured Magellan's written approval of the plans. The excavation work shall be in compliance with all applicable laws and regulations. Owner is also referred to the Common Ground Alliance Best Practices (referenced in this document). 4. Maeellan Representative On -Site for Excavation. A Magellan representative must be on-site when an excavation is occurring on Magellan's Easement Tract (seeprovision "2" under "A. General" beginning on page 1). 5. Removal of Side -Cutting Teeth from Equipment. Side -cutting teeth shall be removed from buckets of excavating equipment. 6. Parallel Excavatine Reauired. When, in preparation for crossing any Magellan pipeline with any other pipeline or with electric line, communication line, roadway or any other structure or facility, Owner needs to locate a Magellan 15 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 pipeline by use of mechanical means. Owner must perform such locating activity by excavating parallel to the Magellan pipeline with such mechanical means, but shall cease using the mechanical means when it reaches a point within two feet of the Magellan pipeline (see next provision). 7. Exposing Pipeline by Hand. Excavating within 2 feet of any Magellan pipeline shall be done by hand -digging until the pipeline is exposed and its location is accurately known. Then, Owner must position the excavation equipment so that from the point of operations the equipment will not reach within 2 feet of any Magellan pipeline. RAILROAD AND HIGHWAY CROSSINGS Minimum depth-, belowground \ Minimum depth �\ belowditch Minimum depth belowditch -- Railroad, L Lid seal Minimum depth below bottom of rail aainage ditch \ !a --- �6nt Cartier pipe CASK RAILRDAD CROS9NG FIGURE 1 / H9hwaY c`\Drainage ditch lent Carrierpipe End seal pipe \-Casing \-Minimum depth below surface of pavement CASED HGF WAYC1mSSNG FIGURE2 16 of 17 MAGELLAN PIPELINE COMPANY, L.P. GENERAL ENCROACHMENT REQUIREMENTS REV. 1/01/07 c cr Minimum depth L i below bottom of rail Fhikoad Minimum depth �palnege ditch below d itch Minimum depth bebwgiound \-lhcaaed canier pipe LJNCASM RAILROAD CfOSSNG F1GUF€3 c � Y C Drainage Ditch Minimum depth L below ddch / Uncased CanierRpe Minimum depth below Sidace Of F9vement UNCASED HIGHWAY CROSSING RGURE4 17 of 17 MAGELLAN PIPELINE COMPANY, LP - GENERAL ENCROACHMENT REQUIREMENTS REV- 1/01/07 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) 1, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on November 8, 2018, 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 Holasek Business Park, 8610 Galpin Boulevard, Planning Case File No. 2018-18, to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim I Meuwissen, Deputy ler Sub cribed and sworn to before me thiday of I jCky-t v%& W �- , 2018. JEAN M. STECKLING 1&: a.++�' \ Notary Public 0 a Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in vanou3 city, county. state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free. and the City does not represent that the GIS Data can be used for navigational hacking or any other purpose requiring exacting measurement of distance or direction or precision in the depchon of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §488.03. Subd. 21 (2000), and the user of this map sanowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnifyand hold harmless the City from any and all Claims brought by User, its employees or agents, or third parties which apse out of the user's access or use of data provided. Disclaimer This map is Mdher a asgaey mcorded map nor a survey and b rid intended to be used as one. This map is a compilation of records, information and data located in various city. county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Informabon System (GIS) Data used to prepare this map are error freeand the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer p provided pursuant to Minnesota Statutes §489.03. Subd. 21 (2000). and the user of this map acknowledges that the City shall not be liable for any damagesand expressly waives ea Gams and agrees to defend. inoemnity, and hold harmless the City from any and all claims Drought by User, its employees or agents, or third parties which Anse out of the users access or use of data provided. *TAX_NAME1e *TAX ADD_L1s *TAX ADD_ til stTAX_ADD_U* «Next Recorda*TAX_NAMEa •TAX ADD_L1s *TAX_ADD Usl,*TAX_ADD_L3a Notice of Public Hearing Notice of Public Hearing •A Chanhassen Planning Commission Meeting Chanhassen Planning Commission Meeting Date 3 Time: Tuesday November 20, 2018 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 Boulevard Consider rezoning parcel from Agricultural Estate District (A2) to Industrial Office Park District (IOP); Subdivision review Proposal: creating three lots and an outlot; Wetland Alteration Permit Site Plan Review of a total of 449,350 sf. in three office industrial buildings. Applicant: Mark Undestad Eden Trace Corporation Owner: Holasek Farms LP Property 8610 Galpin Boulevard 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 proposed developments web page at: www.ci.chanhassen.mn.us12018-18. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bnenerous(cbci.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 website listed above the Thursday prior to the Planning Commission meeting. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/noti me to sign up! City Review Procedure: . Sebdwismns. Plari licit Developments. Site Plan Reviews. Conchhunel aid kri n e Uses. Wellemd Aerations, Rezomngs fomprehnnave Plan Amentlmeras am Code Amendments require a public hese, before the Planning Commission City ordinances unfurl, all property wahm a least 500leo d the suDleca site to he rotieed of the application menus, My Interested pang rs invited to attend the meeting • Ste priami a repel on the ..bled as calwn Val ercludas en pertinent Inlormaeon and a meparnmerldalion These reports ere vrleble by mg,nst AI the Plarlmg Commission mearn0, alaX will give a verbal overview of ala repot aM a neconmaMelmn The Item will to opened for the public so speak about the proposal as a part of line Unser, process TM Commission will close the m,htic harem, and dawss the Item and make a recommendation to the City Council. The City Council may reverse. ager of meet ty wine", M Pauly the Planning Commission s mournmend9llon Remmr ii land Part and code Amendments take a simple matronly vote of the City Council except nudmings and land use arrenemems from residential to commraalfeMusinal • Mncesao Stale Statute 519 99 requees all applications to be processed within W days Phase the applicant waives this standard Some applications due to their complexity may take several months to complete My person willing to follow an item through the process abould check with the Planning Department regarding els status and scheduling for the City Council meeting • A fnlghbminod spdesMe rWnesenlaeve .s enmunaWd to pmvida a fd nor ale aty Often cevelopas al, enreuregec to meal vnth the neighbnrmood regrading their proposal Slap es also available to renew ale preterit with any intareaed persorys) • Because the Planning Commission hi the public hearing. the City Coundl does not Minutes ae taken and any correspondence regarch, the application will per induced m the report to the City Council a you wish to have something to he included in the room bee collet the Plaml used per. named on the r efimeol Date & Time: Tuesday, November 20, 2018 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 Boulevard Consider rezoning parcel from Agricultural Estate District (A2) to Industrial Office Park District (IOP); Subdivision review Proposal: creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 sf. in three office industrial buildings. Applicant: Mark Undestad, Eden Trace Corporation Owner: Holasek Farms LP Property 8610 Galpin Boulevard 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 proposed developments web page at: www.ci.chanhassen.mn.us12018-18. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerous (fti.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 website listed above the Thursday prior to the Planning Commission meeting. 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/nobfyme to sign up! City Raelew Procedure: • Subdivisions Planned Unit Developments, Site Plan Revii Conditiurnl and interim Uses, WAtlard "aratwna, Rezomngs, Comprehensive Plan Amendments and Code Amendments requre a public heanng before the Planning Commission. City ordinances require all property within at least 500 feet of the sublect site In be Willard W the application in ening Any interested Maly is invited to Mtend be meeting. • Sten pepares a report m as suElacl appacelcon IMI ImnAcdes all peninenl inlormaoon and a reromnlardatan These reports are Swelabb by request. AI IM Planning Commreseon meaning. slab will give a verbal overview of the rasion arld a raeammendnion The item will he opened to tlla pudic no speak about the proposal as a pan d Iheheating process The Comm Ideon well close Ihe Pubic hearing and defounn the nem and make a recommendation to the City Counnl The City Council they reverse,. acme or modify wholly is partly the Planning Commissions recommendation Rezomngs, and, Pae add code amendments dike a simple maturity vote of The Cay Council except nezmngs and land use amendments from residential b comm uncial/ indu Arial • Minnesota Stele Statute 519 99 requires all appecetcna to W processed vnthfn W clays unass the applicant warvas this standard Some apptiratioM due to their complexity may take several months to complete My Peron wishing tofollow an clam through the process should check with IM Planning Department regarding els slaws aM scheduling for The City Courvl rtreehng • A ra ghborhode spohespemonhepremnleeve is encouraged to provide a canted fpr the my Often developers era encouraged d meet with the M,grdomodd "Mrd tl r pmmsal Sten is also avalebla to renew, the prgecl with any ,ntemsad persearel • BacePee the Plannrg Commisnon bolds tin public bearer, the CITY Count I does col Minutes are Laken and any correspondence regarding eco applecabon ora W included en the capon to the City Counce ff you weM lo have samahthg to he eclu n Ihe repos. lease earned ale Planned, 00 parties, Mined on the noMemllm. PIN TAX NAME TAX_ADD_L1 TAX_ADD_L2 TAX_ADD_L3 SHAPE 305330030 CHASKA CITY 1 CITY HALL PLAZA CHASKA MN 55318-1962 250220100 IND SCHOOL DIST 112 11 PEAVEY RD CHASKA MN 55318-2321 2200 LYMAN BLVD 250210100 HOLASEK FARMS LP 1312 SHADYWOOD LN WACONIA MN 55387-1179 8610 GALPIN BLVD 305180030 HAMLET GREEN LLC 134 COLUMBIA CT S CHASKA MN 55318-2304 131 COLUMBIA CT W 251880010 JC INVESTMENTS OF CHASKA LLC 1405 WEST FARM RD CHASKA MN 55318-9517 2431 GALPIN CT 305330011 VR INVESTMENTS LLC 147 N JONATHAN BLVD STE 4 CHASKA MN 55318-2325 252240090 VOLK-MINGER PROPERTIES LLC 16925 COUNTY ROAD 40 CARVER MN 55315 258120100 SCOTT A HANSON 2267 BOULDER RD CHANHASSEN MN 55317-7400 2267 BOULDER RD 258110120 NEVIN A SEQUEIRA 2279 BOULDER RD CHANHASSEN MN 55317-7400 2279 BOULDER RD 258110110 JEFFREY P & SARAH L WENDORF 2291 BOULDER RD CHANHASSEN MN 55317-7400 2291 BOULDER RD 258110200 BRIAN T & SONYA A BENKSTEIN 2292 BOULDER RD CHANHASSEN MN 55317-7400 2292 BOULDER RD 258110100 MATTHEW SCHILLERSTROM 2301 BOULDER RD CHANHASSEN MN 55317-7401 2301 BOULDER RD 258110090 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN MN 55317-7401 2305 BOULDER RD 258110190 MATTHEW & ROBIN WARDEN 2308 BOULDER RD CHANHASSEN MN 55317-7401 2308 BOULDER RD 258110080 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN MN 55317-7401 2309 BOULDER RD 258110070 RORY D & AMY J LEA 2313 BOULDER RD CHANHASSEN MN 55317-7401 2313 BOULDER RD 258110060 KENNETH B BAKER 2317 BOULDER RD CHANHASSEN MN 55317-7401 2317 BOULDER RD 258110180 JAMES M & JENNIFER D LARRANAGA 2318 BOULDER RD CHANHASSEN MN 55317-7401 2318 BOULDER RD 258110050 ELENA LYADOVA 2321 BOULDER CREEK RD CHANHASSEN MN 55317-7401 2321 BOULDER RD 258110170 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN MN 55317-7401 2322 BOULDER RD 258110040 MORLOCK-ROMANSKI REV LIV TRUST 2325 BOULDER RD CHANHASSEN MN 55317-7401 2325 BOULDER RD 258130070 THOMAS V & BEVERLY L ANTILLEY 2361 STONE CREEK DR CHANHASSEN MN 55317-7403 2361 STONE CREEK DR 258130060 JOHN VOSKAMP 2375 STONE CREEK DR CHANHASSEN MN 55317-7403 2375 STONE CREEK DR 258320002 TAUNTON VENTURES LLC 2411 GALPIN CT If 120 CHANHASSEN MN 55317-4634 2411 GALPIN CT 252240060 KIMINNESOTAPROPERTIES LLC 2471 GALPIN CT STE 110 CHANHASSEN MN 55317-4717 2451 GALPIN CT 252240070 MP DEVELOPMENT LLC 2471 GALPIN CT STE 110 CHANHASSEN MN 55317-4717 2471 GALPIN CT 305210050 BECKMAN COULTER INC 250 S KRAEMER BLVD BREA CA 92822-6232 316 LAKE HAZELTINE DR 309990200 TWIN CITIES & WESTERN RAILROAD 2925 12TH ST E GLENCOE MN 55336-3368 305210020 QUALI-TECH PRODUCTS INC 318 LAKE HAZELTINE DR CHASKA MN 55318-1093 318 LAKE HAZELTINE DR 305330010 ACORN MINI -STORAGE VIII LLC 3410 WINNETKA AVE N STE C NEW HOPE MN 55427-2090 305190030 RAS PROPERTIES - CHASKA LLC 3647 MCKINLEY ST NE MINNEAPOLIS MN 55418-1562 312 LAKE HAZELTINE BLVD 300570050 CROWN FAB LLC 4035 NOREX DR CHASKA MN 55318-3043 4035 NOREX DR 258320001 SUNNY DAY FITNESS PROPERTIES LLC 4640 PALMER POINT RD MINNETRISTA MN 55331-9176 2411 GALPIN CT 305190050 CHASKA HAZELTINE INVESTORS LLC 47 W DIVISION ST STE 389 CHICAGO IL 60610-2220 322 LAKE HAZELTINE DR 305210040 KEVIN LANDVIK 305180070 M K KIRSCH LTD PTRSHP 252240050 CHAN WEST II LLP 305120090 CHASKA INVESTMENT LP 258329999 TAUNTON VENTURES LP 258110240 MERLE & JANE VOLK 6606 MULBERRY CIR CHANHASSEN MN 55317-8408 8280 HWY 5 WACONIA MN 55387 8821 SUNSET TRL CHANHASSEN MN 55317-9137 9531 W 78TH ST STE 350 EDEN PRAIRIE MN 55344 9980 DEERBROOK DR CHANHASSEN MN 55317-8551 PO BOX 2549 ADDISON TX 75001-2549 2431 GALPIN CT 2290 LYMAN BLVD w F y CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 11/09/2018 1:05 PM Receipt No. 00393492 CLERK: AshleyM PAYEE: S & S Development LLP 8821 Sunset Trail Chanhassen MN 55317- Holasek Business Park- Planning Case 2018-18 ------------------------------------------------------- Final Plat 700.00 Total 700.00 Cash 0.00 Check 10013 700.00 Change SCANNED 0.00 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2018-18 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 20, 2018 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider rezoning this parcel from Agricultural Estate District (A2) to Industrial Office Park District (IOP); Subdivision review creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 s£ in three office industrial buildings. Applicant: Mark Undestad, Eden Trace Corporation, Owner: Holasek Farms LP. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2018-18 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, AICP Email: baenerousaci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 8, 2018) SCANNED HOLASEK BUSINESS PARK KNOW ALL MEN BY THESE PRESENTS'. The Xolasek Gvms. LP., Inc, a Miricesola cor,ormor n, fee mvner, &me fdlowing hereby cei that I have surveyed and Platted the property described on Paris plat as HOLASEK BUSINESS PARK, that this plat dearmom property situated is me Coup, Of Carver, Ste. of Minnesota, to wit izcorrect representation of the Eouno., local, that all mathemrtrczl data and WbNS are writhed des,whou on the ple; that monuments attracted on Me plat have been or win be covealy set within one year as indicated on the plat; that Mere The South Up feet of the Southeast Quarter of the Southeast Quarter ISE 1/4 SE 1/4) of Sion 16. Titanium, 116, Range 23, wet lands as data. Minnesota Statutes SO502, Subdivision 1, or public highways to bar designated other than as Carver County, Minnesma; shown. AND That Part of Me Southwest quarter Q aer of the Southwest uarter S. 1H SW 1/a) of Section 15, Towel 116r Range 23, Carver County, Minnesota, deucted as follow,. Commencing at the SouMwen comer of sat Settion 15. and running thence East a" the South lane W said Section 15 a distance of 275 feet more or less to the renterline of County Road No, 117: thence Northwesterly along the said centerbne Of said County Road No 117 a domance of 115.5 feet tO the point of intersection with a lane 100 feet distant and running paella O the said Sud, Ince of ..it Saccom 15; thence Westerly, along said line running parallel to the said South line of wid Si 15, Io the Wen lane of said Sec ion 15: thence Sound a all .1 'Do feet along sad West line of vq Section 15, to me pomt of beginning, The Northeast Quarter of Me NortMast Quarter INE 1/4 NE 1/41 of Section 21, Township 116 Range 23, Carver County. harmill EXCEPT all that part of said NorMeart Quarter Oft the Northeast Quarter of sad Season 21, lying Southeasterly of the Northwesteay rgM of way line ofine Chiogo. Milwaukee, 5t Paul and Paun, RailroadC War ,, AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Townmip 116, flange 23. Carver County, Mannesota, described as follows: Beginning at a pmor on the South lire of the Northwest Quarter of Me Northwest Qui of sad Sectron 22. which point is 3 60 chains West of tM Southeast comer of said Northwest Quarter of the Northwest Quarter, running thence Nordh 22 L2 degrees West 1/.19 chem. be-. North 47 V2 degrees Wert 2 mains: thence North 711/2 degrees West g. W mains W Me Northwest toner M said Northwest Quarter of the Northwest Quarters Mena South 2D mains to the Southwest comer therel thence East 1640 chains to the peace of beginning, EXCEPT all that part of said Northwest QW,po of the Ntuthwer Quarter pal said Section n lying Southeaded, of tie ri of way of the Cbrcago, Milwaukee 5t Paul and Pacific Pull Company and Southwesterly oft" Excelsior and Shakopee Road. AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter Of Section 221oGted within the boundaries Of the plat of Scone Creek first Addition revordell as Document No 152353 m Me record, of the County Rmordeq Carver County. Monemra, AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quebec of Section 221wted within the boundaries of the regdtered land prescribed in Composite, of The No. 31519 as follows: That part of the North Half of the No2hwest Quarter of Semmo 22, Township 116 NMh. Range 23 West of that SM principal Monday Reelected asBegmmng at the north quarter comer of said Section 22; thence on an assumed bears, of North 89 degrees 05 minutes 35 semnds West, a distance of 969 75 feet along me north lane of sad Northwen Quaver, thence South 56 degrees 52 minutes 24 seconds Wen a distance of 1138 AS feet to the center line of County Road No 117, thence South 32 degrees 02 minutes East a distance o1 56 45 feat thence southeasterly 484.22 feet along a tangential curve to the right haw, a radius Of 3323 W f l mono, South 23 degrees al minutes East a distance of 241.78 feet to the scum line M said North Her of the Nothwest Quarter, thence South 89 degrees W minutes 46 seconds East a distance of 1520 38 feet along said worth line Of the North Hart of the Northwest Quarter to the southeast comer thereof, thence North 0 poll 30 minutes 30 seconds East a &XUi of 1326.M feet along the east line of said Northeast Duane, to me point Of beginning, according to the Government survey thereof: All that part OI Gow rr ment Lot One in Stolon 21. Township 116, Range 23. Carver County Minnesota. IN, Northwesterly of the right of way of the Chicago. Milwaukee. 51 Paul and Paede Railroad Company. Has caused the same to be surveyed and planed as HOLASEK BUSINESS PARK, and does hereby douse and dedeate to Not, public for public use forever the public ways, and does elm dedote the Tearoom , e show on this plat for drainage and utility ourpoxs Only. In witness almre0f said hal 'prow, L. P., Inc, a Mioiewd. wryordlem. ices caused these presents to be coup ed evil I omper oMcer Has day of 20. STATE OF MNNESOTA COUNTY OF The roregdng ilastrument was amrwwlNgM bNwe me me day of 20_ by of Hoesek inms, L.P., Inc. a Minnesota caMason, on behalf of the couporomars County, Minnesota I hereby certRy that I have surveyed and platted be Emperty described on this plat as X01 BUSINESS PARK: 'hot 'he plat is a correct representation of fM Wunder, survey; that all mathemunol Crim and labels ate cme¢ry designated on Me plat; that all monuments depitled on me plat have been or will lie mrreRly set within one year as mduated on me plat that all ter thrombi and we lands as defir y in MS 505 01. Sunt. 3 trying as of the date of this codification are shown and libeled on the plat; and that all W plat ways are show and labeled on the plat. Crag f. Ati mmn, Dcensed Land surveyor, Minnesota Lemse No. 44530 STATE OF MIM MTA COUNT, of The foregoing instrument was adnowkdged before me this_ day of 20_ By MarvaE Xampmn. a licensed land Surveyor. hal Public, County, Mmnesota My Commrssum Expires Clodussm COUN0L Chanhassen, Mannan I Mreby eertify that on the_ day of 20� the CM Council of the City Of lion ,Minnesota. apCwM Has pNt. By: Mayor By: Clerk CARVER COUNTY PLANNING COMMISSION Approved or the PlanningCommission ofthe City of WJrassen, Minnesota, at a meeting dremed. on the day .20 By: Csulrmm BY .Secretary CARVER COUNTY SURVEYOR Pursuant to Chapter 7. Minnesota taws of 1976. this plat hers been approved thin day of 20 By: Carver Cuumy Sunni CARVER COUNTY AUDROR/TREASURER I hereby certify that there are no delinquent taxes pad for all years prior to 20_ for land dox abed on to,, rlal and [..stet enteredrated this_ day of 20_ By: Carver County AudhOr/Thei CARVER COUNTY RECORDER Ihereby ternary that this pie was tike fou remand in Me alfire tltis day of 20 .at o'AO4 — Na as Document No. 8g Geer County Reorder SAMBATEK, INC. ENGINEERING, PLANNING AND IAND SURVEYING Stitt I 1 Ler t SNtb 15 n HOLASEK BUSINESS PARK CR DOC. NO. _ _ _ — — — — — — — — — — — _ GA: ?H BLVD. / L'iHAN BLVD. ;C-S.v:.H. 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"SM, S 6 v • DENOTES 1/21XCX IRON MONUMENT FOUND I �S u'6 • / ® DENOTES MNOOCpIRON MONUMENT FOUND 1D 16 b\ N32RY2YW T$T 1r _� �\Q. ,♦T 1&OO/ ® DENOTE MNDOT RIGHT OF WAY MONUMENT FOUND-f----JL____L- at NORTH 0 100 200 BEINGSfEFT IN WIOTH,IMLFSS OTNERW6F THE NORTNUNE Of THE MEI/AOf GME 1/4 OFSC)f5ECT10N INOIUTED, AND ADZINING LOT ONES, AND 4 t( 11, IspswMEDroMEpNARINGOLartNOD -- $AMBAT,PLINC. ``G/ SCALE IN FEET 10 FEET DUATTIIXND ADJUNING RIGHERWRE 'Y C DEGREESMMMUTES <35ECOrvD5 wE5T ENGINEERING, PLANNING ND U MES. AS SHOWN OFN THE R p� WAY AND LAND SURVEYING SHEET 2 OF 2 SHEETS Project Narrative Holasek Business Park Lyman Boulevard at Galpin Boulevard Chanhassen, MN Prepared By: Eden Trace Corporation, Edward Farr Architects, and Sambatek October 19, 2018 For Suhrnission of: Rezoning, Preliminary & Final Plat Subdivision, Site Plan Review and Wetland Alteration Permit Applications Project overview Eden Trace Corp is pleased to propose Holasek Business Park, an Office / Warehouse campus consisting of three multi -tenant Office / Warehouse buildings totaling approx. 449,350 sq. ft. on 54.3 acres of undeveloped land south of the intersection of Lyman Boulevard and Galpin Boulevard. The property is already guided Office Industrial in the Comprehensive Guide Plan; so the proposed use is consistent with the city's vision. The current zoning is A2, Agricultural Estate District, and is proposed to be rezoned to IOP, Industrial Office Park district. The property is within the Carver County Water Management Organization district; and we are making concurrent application to that body. We are seeking Rezoning, Preliminary & Final Plat Subdivision and Wetland Alteration Permit approvals on all of the parcels; plus Site Plan Review on Lots 1 and 2 (Buildings A & B). It is our intention to start construction on Buildings A & B in 2019, then construct Building C in a future phase. The property is being subdivided into five separate parcels. Four parcels will be owned by the applicant; and 5.2 acres are switching to public Right Of Way. We are platting all three of our buildable lots at this time; even though Lot 3 is not being developed until a future date. Private easements will be created to document shared use agreements between the three lots for vehicular access, pedestrian access, signage, lighting, maintenance and utilities. Our Proposed building areas in the table below for Building A include an 18,000 sq ft mezzanine in addition to the main floor area of 161,500 sq ft, for a total building area of 179,500 sq ft. In the event that Bldg A's mezzanine is not constructed, we are showing Alternate building areas in the table, whereby Bldg C will grow in size by 18,000 sq ft; thereby making the total building area the same in either development option. Building C's final size will be determined when we apply for Site Plan Review later for that building. Basic Site and Building Data Parcel Parcel Area Bldg Bldg Area* Bld Area** Height Parkin Lot 1 544,064 sq. fL / 12.5 ac A 179,500 sq. ft. 161,500 sq. ft. 36 ft. 257 Lot 2 434,293 sq. ft. / 10.0 ac B 109,250 sq. ft. 109,250 sq. ft. 36 ft. 207 Lot 3 606,791 sq. ft. / 13.9 ac C 160,600 sq. ft. 178,600 sq. ft. 36 ft. 269 Outlot A 554,346 sq. ft. / 12.7 ac R.O.W. 226,948 sq. ft. / 5.2 ac Totals 2,366,442 sq ft / 54.3 ac 449,350 sq. ft. 449,350 sq. ft. 733 *Proposed building areas in green column. They include a 18,000 sq ft mezzanine in Bldg A. **Alternate building areas in blue column, if Bldg A does not get the mezzanine. Site Context The property is located along the west -central edge of Chanhassen, and has been home to Holasek Greenhouse in prior years. Two sides of the property (south and west) abut the city of Chaska. Lyman Blvd defines the property's northerly and northeasterly boundary in Chanhassen. Across Lyman Blvd to the north, west of Galpin, is another Office / Warehouse campus, zoned P.U.D. Across Lyman Blvd to the northeast, east of Galpin, is the Stone Creek residential subdivision, zoned RSF. Across the property's southeast boundary is the TC&W Railroad track with the Crosby Park Office / Warehouse campus in Chaska beyond. Across the property's western boundary, in Chaska, is a Mini -Storage facility. The property sits substantially lower in grade than Lyman Blvd; and has been used for agricultural purposes by Holasek Greenhouses in prior years. There have been excavation and fill operations on the property since 2015. There are no permanent structures on the property. Wetlands are present, generally in the southern and eastern portions of the property. The property is bisected by the Magellan Pipeline Co's underground natural gas main utility; which is protected via easement. In fact, the location and depth of the underground pipeline drives many of the site planning decisions. Regional vehicular access is readily available to the property via the nearby Powers Blvd / Hwy 212 interchange as well as Hwy 5 via Galpin Blvd and Hazeltine Blvd. The signalized intersection of Lyman Blvd and Galpin Blvd already has the necessary curb cut, cross walk and stop light improvements in place to access the site. Our proposal includes adding a second point of access further west along Lyman Blvd. We are not planning on adding rail service to the development from the adjacent TC&W Railroad tracks. Pedestrian access is readily available via sidewalks coming from the north along Galpin Blvd and from the east along the north side of Lyman Blvd. There are no sidewalks approaching the site from Chaska on the west. However, the City of Chanhassen has future plans for a trail along the south of Lyman Blvd. Screening to Residential Properties Adequate buffering for the Stone Creek residential development is important. Mature landscape screening already provides an effective visual buffer for most all the residents back yard perimeter frontage along the north side of Lyman Blvd and the east side of Galpin Blvd. We will be providing additional landscape screening along our south side of Lyman Blvd to offer more buffering. Of note, the distance between the closest home in Stone Creek and our Building A is 620 feet. Further, our site is much lower in elevation than Lyman Blvd, so the view into our site from across the street naturally screens the parking lot and the lower portion of the building facade. Impervious Coverage / Greenspace Areas The site boasts an overall 49% greenspace coverage area. Each developable lot has at least 30% greenspace area. Refer to the table below for impervious surface calculations: Total Parcel Parcel Area Bldg Impervious Impervious Impervious BldE Area Parking Area Covera e Lot 1 544,064 s . ft. / 12.5 ac A 3.70 ac (30% 4.74 ac Q8%) 8.60 ac 69% Lot 2 434,293 . ft. / 10.0 ac B 2.51 ac 25% 4.04 ac 41% 6.70 ac 670/6 Lot 3 606,791 s . ft. / 13.9 ac C 4.10 ac (29% 5.56 ac 40% 9.78 ac 70% Oudot A 554,346 . ft. / 12.7 ac 0 ac 0% 0 ac0% 0 ac 0% R.O.W. n/a n/a da n/a Totals 2,139,494 s ft / 49.1ac 10.31 ac 21% 14.34 ac 29% 25.08 ac 51% Landscaping A variety of coniferous, deciduous, and ornamental trees will be provided throughout the site and will exceed the minimum quantity requirements of the City ordinance. Trees will be a hardy mix of native and non-native species. A dense screening area mostly of evergreens will be provided on the south side of Lyman Blvd. east of the site access drive. Trees will also be provided along the perimeter access loop and within interior parking islands to minimize heat island effect. Shrubs and foundation plantings are also proposed to wrap the front portions of each building along the office use areas. Site Setbacks Our building and parking setbacks meet or exceed minimum zoning ordinance requirements around the perimeter for an IOP district. Shared parking and loading areas are proposed between the buildings as depicted on the site plan, resulting in a zero setback condition for those paved areas. Utilities City of Chanhassen utility stubs are available at the northeast comer of the site extending across from Galpin Boulevard (8" sanitary and 10" water main). Chanhassen water main does not extend west of Galpin Blvd. so there is not another connection opportunity currently to provide a loop to Chanhassen's main. A fire pump to boost pressure will be provided if necessary for each building's ESFR sprinkler system if available water pressure is deemed insufficient (flow tests are being confirmed). A 10" loop internally throughout the site is proposed with 8" combined fire/domestic services connecting to the center of the rear/dock side of each building (to the respective sprinkler rooms). Connecting to Chanhassen's sanitary sewer stub would require a lift station which requires routine maintenance. Therefore, the development proposes to connect to Chaska's sanitary pipe network at the west side of the site via gravity drainage. Stormwater nmoff will be collected from roof drains and parking lot inlets and routed east to two proposed NURP retention ponds with filtration benches for improving water quality. An irrigation reuse system will also be implemented to provide on-site retention. Vehicular Traffic and Parldng Calculations The site will be accessed via two driveways off of Lyman Boulevard. One new Right -In / Right -Out curb cut is proposed at the far northwest comer of the site; and the second entrance is located at the existing intersection of Lyman and Galpin Boulevards. Our projected occupancies in the buildings are 80% warehouse / 20% office for Buildings A and C; and 70% warehouse / 30% office for Building B. Our parking calculations are done using those projections. Parking stall layouts shown on drawings are based on using 9'-0" wide x 18'-0" deep stalls with 26' wide aisles. Building A —179,500 gross square feet (includes 18, 000 sq ft mezzanine) 80% Whse: 143,600 sq ft @ 10 cars for first 10,000 sq ft and 1 per 2,000 sq ft thereafter = 77 cars req'd 20% Office: 35.900 sa ft (7a 5 per 1000 sf = 180 cars recce Subtotal Building A: 257 cars required. 257 provided - ok. Building B —109,250 gross square feet 70% Whse: 76,475 sq ft @ 10 cars for first 10,000 sq ft and 1 per 2,000 sq ft thereafter = 43 cars req'd 30% Office: 32,775 sq ft (a) 5 tier 1000 sf=164 cars req'd Subtotal Building B: 207 cars required. 207 provided - A Building C —178,600 gross square feet (using higher sq footage in case Bldg A doesn't get mezzanine) 80% Whse: 142,880 sq ft @ 10 cars for first 10,000 sq ft and 1 per 2,000 sq ft thereafter = 76 cars req'd 20% Office: 35.720 sq ft na. 5 Mer 1000 sf =179 cars rea'd Subtotal Building C: 255 cars required. 269 provided - ok Architedural Design and Building Materials The facade will be constructed with high quality, commercial grade, low -maintenance materials. Facade materials will include exposed aggregate architectural precast concrete wall panels with a multi - textured, warm -toned finish and energy efficient aluminum & glass windows. The building front facing Lyman Boulevard will have multiple tenant office entrances, articulated with stepped precast wall panels and metal clad comice and canopy features to provide dimensional relief and visual interest. Comer tenant entries are provided each and along the front of the buildings which will also feature tall expansive glass curtainwall elements with matching cornice lines. All buildings will have 28 foot `clear height' inside, resulting in an exterior building height of 36 feet measured from floor grade up to the top of wall. Along the back dock walls, grade is lowered 4 feet for truck berths, so the wall height at the docks is 36 ft + 4 ft = 40 ft. Pertaining to building codes and fire codes, the buildings will be constructed to Type II -B standards, non-combustible, and protected with an ESFR sprinkler system. We anticipate tenants having high -piled and racked storage of materials classified as commodity Types I — W. With those commodity contents, no smoke and heat vents are required, nor smoke draft curtains; however fire access doors will be provided every 100' around the perimeter. Site Signage One monument sign is requested for each driveway to the site. Directional signage will be included to guide vehicles toward parking or loading zones; and stop signs will be placed at driveway exits. They will have standardized color, size and materials for consistency. Wall mounted tenant name signs on the building will be provided once leases with specific tenants are identified; so our tenant name sign locations are conceptual at this point. The Owner and Tenant will submit final sign drawings for approval when applying for signage permit. Site Lighting Site lighting fixtures will use energy efficient LED lamps in architectural fixture housings with sharp cutoff light distribution features to contain lighting within our property. A combination of 30 ft tall pole -mounted fixtures around the perimeter plus wall -mounted lighting at the loading dock areas are needed to provide adequate site illumination. Tenant entrances will have architectural down -lighting to provide proper illumination near the entry doors. Exit doors will have small LED egress lights to meet code. A final Lighting Plan will be included in our building permit application set of drawings. Trash & Recycling Storage Trash and recycling material will be stored in fully -enclosed weather-proof collection containers made especially for this purpose, located in the loading dock area, up against the building wall. Additionally, coniferous landscaping will be provided within "green" islands at each of the loading dock for year- round screening of containers and loading dock area in general. Each tenant will contract for their own trash and recycling service, as is consistent with this building type. End of Narrative COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —Market Boulevard CITY OF CHMNSEN Mailing Address — P.O.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: October 22, 2018 November 8, 2018 October 19, 2018 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Planning Commission Date: City Council Date: 60 -Day Review Period Deadline: November 20, 2018 at 7:00 p.m. December 10, 2018 at 7:00 p.m. December 18, 2018 Application: Rezoning from A2 to IOP; Subdivision review creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 sf. in three office industrial buildings. (The wetland boundary type and determination has been submitted and is near review completion. PlanningCase: 2018-18 Web Page: www.ci.chanhassen.mn.us/2018-18 In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ® Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ❑ Shorewood ® Carver County WMO El Victoria ® Park Director MN River C3 Lower ® ❑ Water Resources aha Creek ❑ Minneh Law Enforcement Adjacent Counties: ❑ Riley -Purgatory -Bluff Creek El Hennepin Carver County Agencies: Utilities: ❑ Scott ❑ Community Development ® Cable TV — Mediacom School Districts: ® Engineer ® Electric—Minnesota Valley ® Environmental Services ❑ Electric —Xcel Energy ® Eastern Carver County 112 ❑ Historical Society ® Magellan Pipeline ❑ Minnetonka 276 ❑ Parks ® Natural Gas — CenterPoint Energy ® Soil & Water Conservation District ® Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad Authority ® Board of Water & Soil Resources ❑ MN Landscape Arboretum ❑ Health ❑ SouthWestTransit ❑ Historical Society ® TC&W Railroad ❑ Natural Resources -Forestry ® Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation CITY OF CHANHASSEN Chanhassen is a Communkfor Life-ProvidingforToday and PlanningforTomorrow MEMORANDUM TO: Bob Generous, Senior Planner FROM: Todd Hoffman, Park & Recreation Director 1 DATE: October 23, 2018 SUBJ: Holasek Business Park: Recommendation concerning Park & Trail Conditions of Approval PARKS Holasek Business Park is located within the neighborhood park service area of Stone Creek Park and the community park service areas of Lake Ann Park, Chanhassen Recreation Center, Chanhassen Nature Preserve and Bluff Creek Preserve. Future employees and visitors to the Holasek Business Park will enjoy convenient access to a variety of Chanhassen parks and park preserves. Stone Creek Park, Chanhassen Recreation Center, and Chanhassen Nature Preserve are all within walking distance of the newly proposed business park and offer a total of 155 acres of parkland featuring children's playgrounds, basketball courts, picnic shelters, hockey rinks, tennis courts, pickle ball courts, a sledding hill, nature walks, and more than 3 miles of pedestrian trails. The Chanhassen Recreation Center is located one mile north of the business park and offers a broad array of indoor and outdoor public recreation services for all ages. No additional parkland acquisition or construction is being recommended as a condition of approval for the Holasek Business Park. TRAILS Holasek Business Park will have direct access to the city's comprehensive trail system. Extensive public trails can be accessed to the north and east upon leaving the subject property. An additional trail connection to the west will be installed concurrent with future upgrades to Lyman Boulevard. Crosswalks are in place at the main entrance to the business park and care should be taken to connect all interior pedestrian walkways to this intersection. No additional trail construction is being sought as a condition of approval for the business park. PH952.227.1100• www.ci.chanhassen.mn.us• FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Holasek Business Park: Recommendation concerning Park & Trail Conditions of Approval Page 2 RECOMMENDATION It is recommended that full park fees in lieu of parkland dedication and/or trail construction be collected for the three proposed lots totaling 36.39 acres as a condition of approval for Holasek Business Park. These park fees shall be collected in full at the rate in force upon final plat submission and approval. At today's industrial park fee rate of $12,500 per acre this fee would total $454,875. ATTACHMENTS 1. Park and Trail Map Cc Park and Recreation Commission 1 ��I Mmr+e l+n y` a CITY OF CHANHASSEN PARKLAND AND TRAILS/SIDEWALKS a Overpass a Underpass e Trail Head ® City Hall e Public School Existing Trail/Sidewalk Future Trail ISD 112 ISD 276 DNR Property iCity Parkland & Preserves Carver County Parkland Bluff Creek Golf Course MN Landscape Arboretum 1'a HOLASEK BUSINESS PARK - PLANNING CASE 2018-18 $700.00 Final Plat $700.00 TOTAL $700 00 Check 10013 from S&S Development LLP $0.00 BALANCE OWED COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CHNHASSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 0 APPLICATION FOR DEVELOPMENT REVIEW submittal Date: PC Date: CC Date: 60 -Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts* ...................... $500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number of existing employees: 'Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑ Notification Sign (City to install and remove) ................... 0 Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot ( lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑� Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)` 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address (_ addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) ❑ Deeds TOTAL FEE: $700.00 Description of Proposal: Three office/warehouse buildings and related parking lots, utility services, and stormwater management ponds. Property Address or Location: SW of Lyman Blvd. (CSAH 18) & Galpin Blvd. Parcel #: 250210100 Legal Description: See attached survey Total Acreage: 49.00 Wetlands Present? Present Zoning: Agricultural Estate District (A2) Present Land Use Designation: Office/Industrial Existing Use of Property: Agricultural, undeveloped. 0 Yes ❑ No Requested Zoning: Industrial Office Park District (IOP) Requested Land Use Designation: Office/Industrial ❑� Check box if separate narrative is attached. „ta i, Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Address: City/State/Zip- Eden Trace Corporation 8821 Sunset Trail Chanhassen / MN / 55317 Email: mark@edentrace.com Signature: Ajs� Contact: Mark Undestad Phone: Cell: (612) 803-6970 Fax: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Address City/State/Zip: acon:o., MrA 5S30% Email: 41>la►so ka IllIggeta eoAw Signature: Contact: CILJnI asek�hvtnua Phone: (h Cell: 612- ZSZ- 6165 Fax: Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Sambatek, Inc. Contact: Pete Moreau Address: 12800 Whitewater Drive Phone: (763) 476-6010 City/State/Zip: Minnetonka / MN / 55343 Cell: Email: pmoreau@sambatek.com Fax: Section 4: Notification Information Who should receive copies of staff reports? `Other Contact Information: Property Owner Via: Email Mailed Paper Copy Name: Edward Farr Architects, Inc. (attn: Ed Farr) Q Applicant Via: Email Mailed Paper Copy Address: 7710 Golden Triangle Drive Engineer Via: ❑ Email Mailed Paper Copy City/State/Zip: Eden Prairie / MN / 55344 Q Other' Via: Email Q Mailed Paper Copy Email: e.farr@edfarrarch.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMm FORM CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly swom, on oath deposes that she is and was on November 8, 2018, 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 Holasek Business Park, 8610 Galpin Boulevard, Planning Case File No. 2018-18, 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. Sub cribed and sworn to before me this day of v%& ham' % , 2018. \ Notary Public Kim . Meuwissen, Deputy ler SCANNED rfNotary JEAN M. STECKLING PubRc!minnesota My C.,, NW n EWM Ain 31, 1019 w�w ?FX Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided , F. y Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City tices not represent that the GIS Data can be used for navigational. tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. (4TAX_NAME)) (TAX ADD L1)) «TAX ADD L2», aTAX ADD L3» «Next Record»« TAX_NAM6> «TAX_ADD_L1xi dTAX_ADD_L2)),dTAX_ADD_L3D Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time•' Tuesday November 20, 2018 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Boulevard Consider rezoning parcel from Agricultural Estate District (A2) to Industrial Office Park District (IOP); Subdivision review Proposal: creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 sf. in three office industrial buildings. Applicant: Mark Undestad Eden Trace Corporation Owner: Holasek Farms LP Property 8610 Galpin Boulevard 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 proposed developments web page at: www.ci.chanhassen,mn.us12018-18. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerous(aaci.chanhassen.mn.us or by phone at Questions & 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 website listed above the Thursday prior to the Planning Commission meeting. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www,ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings. Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within at least 500 feet of the subject site to be notified of the application in writing. Any interested Perry 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 hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission s recommendation Rezonings, land use and code amendments take a simple majority vote of the Cay Council except floorings and land use amendments from residential to commerciallintlustrial. • 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 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 spokespersondrepresentalive is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is attic available to review the project with any interested! "more) • Because the Planning Commission holds the public herring, the City Council does not. Minutes are taken and any curmspondence regarding the application will be Included in the report to the City Council. H you wish to have something to be included in the report, lease contact the Planning stall person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time•' Tuesday, November 20, 2018 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of thea endo. Location: City Hall Council Chambers 7700 Market Boulevard Consider rezoning parcel from Agricultural Estate District (A2) to Industrial Office Park District (IOP); Subdivision review Proposal: creating three lots and an outlot; Wetland Alteration Permit; Site Plan Review of a total of 449,350 sf. in three office industrial buildings. Applicant: Mark Undestad, Eden Trace Corporation Owner: Holasek Farms LP Property 8610 Galpin Boulevard 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 proposed developments web page at: www.ci.chanhassen.mn.us12018-18. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous (cDci.chanhassen.mn.us or by phone at Questions & 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 website listed above the Thursday prior to the Planning Commission meeting. Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within at least 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that incudes 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 pact of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation Rezonings, two use and code amendments lake a simple majority vote of the City Council except razonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meal with the neighborhood regarding their proposal. Star is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report lease contact the Planning stall person named on the notification. PIN TAX NAME TAX_ADD_L1 TAX_ADD_1.2 TAX_ADD_L3 SHAPE 305330030 CHASKA CITY 1 CITY HALL PLAZA CHASKA MN 55318-1962 250220100 IND SCHOOL DIST 112 11 PEAVEY RD CHASKA MN 55318-2321 2200 LYMAN BLVD 250210100 HOLASEK FARMS LP 1312 SHADYWOOD LN WACONIA MN 55387-1179 8610 GALPIN BLVD 305180030 HAMLET GREEN LLC 134 COLUMBIA CT 5 CHASKA MN 55318-2304 131 COLUMBIA CT W 251880010 1C INVESTMENTS OF CHASKA LLC 1405 WEST FARM RD CHASKA MN 55318-9517 2431 GALPIN CT 305330011 VR INVESTMENTS LLC 147 N JONATHAN BLVD STE 4 CHASKA MN 55318-2325 252240090 VOLK-MINGER PROPERTIES LLC 16925 COUNTY ROAD 40 CARVER MN 55315 258120100 SCOTT A HANSON 2267 BOULDER RD CHANHASSEN MN 55317-7400 2267 BOULDER RD 258110120 NEVIN A SEQUEIRA 2279 BOULDER RD CHANHASSEN MN 55317-7400 2279 BOULDER RD 258110110 JEFFREY P & SARAH L WENDORF 2291 BOULDER RD CHANHASSEN MN 55317-7400 2291 BOULDER RD 258110200 BRIAN T & SONYA A BENKSTEIN 2292 BOULDER RD CHANHASSEN MN 55317-7400 2292 BOULDER RD 258110100 MATTHEW SCHILLERSTROM 2301 BOULDER RD CHANHASSEN MN 55317-7401 2301 BOULDER RD 258110090 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN MN 55317-7401 2305 BOULDER RD 258110190 MATTHEW & ROBIN WARDEN 2308 BOULDER RD CHANHASSEN MN 55317-7401 2308 BOULDER RD 258110080 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN MN 55317-7401 2309 BOULDER RD 258110070 RORY D & AMY 1 LEA 2313 BOULDER RD CHANHASSEN MN 55317-7401 2313 BOULDER RD 258110060 KENNETH B BAKER 2317 BOULDER RD CHANHASSEN MN 55317-7401 2317 BOULDER RD 258110180 JAMES M & JENNIFER D LARRANAGA 2318 BOULDER RD CHANHASSEN MN 55317-7401 2318 BOULDER RD 258110050 ELENA LYADOVA 2321 BOULDER CREEK RD CHANHASSEN MN 55317-7401 2321 BOULDER RD 258110170 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN MN 55317-7401 2322 BOULDER RD 258110040 MORLOCK-ROMANSKI REV LIV TRUST 2325 BOULDER RD CHANHASSEN MN 55317-7401 2325 BOULDER RD 258130070 THOMAS V & BEVERLY L ANTILLEY 2361 STONE CREEK DR CHANHASSEN MN 55317-7403 2361 STONE CREEK DR 258130060 JOHN VOSKAMP 2375 STONE CREEK DR CHANHASSEN MN 55317-7403 2375 STONE CREEK DR 258320002 TAUNTON VENTURES LLC 2411 GALPIN CT # 120 CHANHASSEN MN 55317-4634 2411 GALPIN CT 252240060 KJMINNESOTAPROPERTIES LLC 2471 GALPIN CT STE 110 CHANHASSEN MN 55317-4717 2451 GALPIN CT 252240070 MP DEVELOPMENT LLC 2471 GALPIN CT STE 110 CHANHASSEN MN 55317-4717 2471 GALPIN CT 305210050 BECKMAN COULTER INC 250 S KRAEMER BLVD BREA CA 92822-6232 316 LAKE HAZELTINE DR 309990200 TWIN CITIES & WESTERN RAILROAD 2925 12TH ST E GLENCOE MN 55336-3368 305210020 QUALI-TECH PRODUCTS INC 318 LAKE HAZELTINE DR CHASKA MN 55318-1093 318 LAKE HAZELTINE DR 305330010 ACORN MINI -STORAGE VIII LLC 3410 WINNETKA AVE N STE C NEW HOPE MN 55427-2090 305190030 RAS PROPERTIES - CHASKA LLC 3647 MCKINLEY ST NE MINNEAPOLIS MN 55418-1562 312 LAKE HAZELTINE BLVD 300570050 CROWN FAB LLC 4035 NOREX DR CHASKA MN 55318-3043 4035 NOREX DR 258320001 SUNNY DAY FITNESS PROPERTIES LLC 4640 PALMER POINT RD MINNETRISTA MN 55331-9176 2411 GALPIN CT 305190050 CHASKA HAZELTINE INVESTORS LLC 47 W DIVISION ST STE 389 CHICAGO IL 60610-2220 322 LAKE HAZELTINE DR 305210040 KEVIN L ANDVIK 305180070 M K KIRSCH LTD PTRSHP 252240050 CHAN WEST II LLP 305120090 CHASKA INVESTMENT LP 258329999 TAUNTON VENTURES LP 258110240 MERLE & JANE VOLK 6606 MULBERRY CIR CHANHASSEN MN 55317-8408 8280 HWY 5 WACONIA MN 55387 8821 SUNSET TRL CHANHASSEN MN 55317-9137 9531 W 78TH ST STE 350 EDEN PRAIRIE MN 55344 9980 DEERBROOK DR CHANHASSEN MN 55317-8551 PO BOX 2549 ADDISON TX 75001-2549 2431 GALPIN CT 2290 LYMAN BLVD mM Tn ai 46 in CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 10/22/2018 2:51 PM Receipt No, 00392148 CLERK: AshleyM PAYEE: S & S Development LLP 8821 Sunset Trail Chanhassen MN 55317- Holasek Business Park- Planning Case 2018-18 ------------------------------------------------------- Subdivision 660.00 Sign Rent 200.00 Recording Fees 100.00 Rezoning Fees 500.00 Wetland 275.00 Site Plan Review 3,390.00 GIS List 120.00 Total Cash Check 10008 Change 5,245.00 0.00 5,245.00 0.00 5�CANNEC Preliminary Geotechnical Evaluation Report Holasek Farms Property 8610 Galpin Boulevard Chanhassen, Minnesota Prepared for Holasek Farms LP Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesi /j Bra yJ. McCarter, PE oci to Principal -Project Engineer is a Number: 48478 April 14, 2015 Project 81501103 Braun Intertec Corporation BRAUN Braun lntertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S I Fax: 952.995.2020 INTERTECMinneapolis, MN 55438 Web: braunlntertec.com Th,B I TmBmldae. April 14, 2015 Ms. Carol Holasek Thuening Holasek Farms LP 4080 Creek Road Chaska, MN 55318 Re: Preliminary Geotechnical Evaluation Holasek Farms Property 8910 Galpin Boulevard Chpnhassen, Minnesota Dear Ms. Thuening: Project B1501103 We are pleased to present our Preliminary Geotechnical Evaluation Report for the above referenced project. Details of our results and preliminary recommendations for use in conceptual design and devilopment planning of this project are provided in the following report. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions or comments regarding this report, or if there are other services that we can provide you, please feel free to contact Brad McCarter at 952.995.2268 (bmccarterCdbrauninterec.com) at your convenience. Sincerely, BRAUN INTERTEC CORPORATION McCarter, PE Principal -Project Engineer JUOLk ,/s *41t CSW—. Gregg R. Jandro, PE, PG Vice President — Principal Engineer c: Mr. James DePietro; CBRE (via email) Mr. John Chadwick; Chadwick Group, Inc. (via email) 0JIMI Table of Contents Description Page A. Introduction......................................................................................................................................1 A.1. Project Information.............................................................................................................1 A.l.a. Site Description......................................................................................................1 A.S.b. Project Description.................................................................................................1 A.l.c. Conceptual Nature of Project .................................................................................1 AAA. Background Information........................................................................................2 A.2. Purpose. ............................................................................................................................... 2 A.3. Scope of Services.................................................................................................................2 B. Results ..............................................................................................................................................3 B.1. Field Exploration..................................................................................................................3 B.2. Boring Logs..........................................................................................................................4 B.2.a. General...................................................................................................................4 B.2.b. Geologic Origins.....................................................................................................4 B.2.c. Previous Soil Borings..............................................................................................4 B.3. Geologic Profile...................................................................................................................5 B.3.a. Surface....................................................................................................................5 B.3.b. Existing Fill..............................................................................................................5 B.3.c. Swamp Deposits.....................................................................................................5 B.3.d. Alluvial Deposits.....................................................................................................5 B.3.e. Glacial Deposits......................................................................................................6 B.4. Groundwater Observations.................................................................................................6 B.S. Lab Testing...........................................................................................................................6 C. Basis for Evaluation..........................................................................................................................6 C.1. Conceptual Design Information..........................................................................................6 C.l.a. Commercial/Industrial Buildings............................................................................6 C.l.b. Site Grades.............................................................................................................7 C.1.c. Pavements..............................................................................................................7 C.l.d. Utilities...................................................................................................................7 C.l.e. Railroad Spur..........................................................................................................7 C.1.f. Stormwater Basins.................................................................................................7 C.l.g. Precautions Regarding Changed Information........................................................8 C.2. Additional Geotechnical Evaluation....................................................................................8 C.3. Preliminary Design and Construction Considerations.........................................................8 C.3.a. Variable Subgrade Conditions ................................................................................8 C.3.b. Spread Foundation Support ...................................................................................8 C.3.c. Deep Foundations..................................................................................................9 C.3.d. Alternative Building Support Methods...................................................................9 C.3.e. Floor Slab Support ..................................................................................................9 C.3.f. Pavement Support ................................................................................................10 C.3.g. Utility Support ......................................................................................................10 C.3.h. Railroad Spur Support ..........................................................................................30 C.31 Reuse of Onsite Soils............................................................................................10 D. Preliminary Recommendations......................................................................................................11 D.1. Building Pad Preparation...................................................................................................11 D.1.a. Subgrade Preparation..........................................................................................11 D.1.b. Excavation Support ...............................................................................................11 D.l.c. Dewatering...........................................................................................................12 D.l.d. Selection, Placement and Compaction of Fill and Backfill...................................12 BRAUN INTERTEC Table of Contents (continued) Description Page D.2. Spread Footings.................................................................................................................13 D.2.a. Embedment Depth...............................................................................................13 D.2.b. Allowable Bearing Pressure..................................................................................13 D.3. Deep Foundations.............................................................................................................14 D.4. Interior Slabs.....................................................................................................................14 DA.a. Subgrade Modulus...............................................................................................14 DA.b. Moisture Vapor Protection..................................................................................14 D.S. Pavements.........................................................................................................................14 D.S.a. Subgrade...............................................................................................................15 D.S.b. Proofrolls..............................................................................................................15 D.S.c. Clay Subgrade Option...........................................................................................15 D.S.d. Sand Sub -base Option..........................................................................................16 D.S.e. Design Sections....................................................................................................16 D.S.f. Subgrade Drainage...............................................................................................17 D.6. Frost Protection.................................................................................................................17 D.6.a. General.................................................................................................................17 D.6.b. Exterior Slabs........................................................................................................17 D.6.c. Isolated Footing and Piers....................................................................................18 D.6.d. Bituminous Pavements.........................................................................................19 D.7. Utilities ..............................................................................................................................19 D.7.a. Subgrade Support .................................................................................................19 D.7.b. Deep Foundations................................................................................................19 D.7.c. Footing Influence..................................................................................................19 D.7.d. Groundwater........................................................................................................19 D.7.e. Corrosion..............................................................................................................20 E. Procedures......................................................................................................................................20 E.1. Penetration Test Borings...................................................................................................20 E.2. Material Classification and Testing...................................................................................20 E.2.a. Visual and Manual Classification ..........................................................................20 E.2.b. Laboratory Testing...............................................................................................20 E.3. Groundwater Measurements............................................................................................20 F. Qualifications..................................................................................................................................21 F.1. Variations in Subsurface Conditions..................................................................................21 F.l.a. Material Strata.....................................................................................................21 F.1.b. Groundwater Levels.............................................................................................21 F.2. Continuity of Professional Responsibility ..........................................................................21 F.2.a. Plan Review..........................................................................................................21 F.2.b. Construction Observations and Testing...............................................................21 F.3. Use of Report .....................................................................................................................22 F.4. Standard of Care................................................................................................................22 Appendix Soil Boring Location Sketch Log of Boring Sheets • ST -301 through ST -111(11 pages) Log of Boring Sheets from Previous Exploration (Braun Intertec 2005) • ST -1 through ST -14 (14 pages) Descriptive Terminology of Soil BRAUN INTERTEC A. Introduction A.1. Project Information A.1.a. Site Description The project site is located at 8610 Galpin Boulevard in Chanhassen, Minnesota. The site is bordered to the north and east by Lyman Boulevard, to the south by railroad tracks, and to the west by commercial developments. The general site topography consists of gently rolling hills with some low-lying areas in the central and southern portions. The property is the former home of Holasek Greenhouses and occupies an area of about 50 -acres. Several existing structures are present on the northwestern portion of the property while the southern portion has historically been used for agricultural purposes. Demolition of the existing greenhouse structures was underway at the time of this report. It appears site grades have been altered in areas during construction of the existing structures; thus, existing fill is anticipated to be present in areas of the site. An existing stormwater detention pond is present on the southeast corner of the property. We also note an existing underground natural gas utility line crosses the central portion of the site in a west -east direction. A.1.b. Project Description Based on conceptual information provided, the proposed development could include the construction of commercial/industrial use buildings. It is anticipated the planned buildings would be single -story steel framed structures with ground supported concrete slabs. The development would also include the construction of heavy-duty bituminous and concrete paved loading areas, parking lots, and drive lanes along with stormwater detention ponds and new underground utilities. Construction of a railroad spur entering from the south side of the property is also being considered as part of this project. A.1.c. Conceptual Nature of Project This project is still in conceptual stages and a working site development plan is not available at this time. Thus, the intended site use and type of construction will be altered prior to final design. Once final design has been established, additional geotechnical evaluation and borings will be warranted to supplement the information provided in this preliminary report to provide a better understanding of subsurface conditions and design parameters for use in final design. BRAUN I NTERTEC Holasek Farms LP Project 81501103 April 14, 2015 Page 2 A.l.d. Background Information We have previously performed a series of soil borings along the undeveloped southern portions of the property. The results of those borings along with the following information were provided for our use in preparation of this preliminary report. • AGeotechnicol Evaluation Report prepared by Braun Intertec dated November 30, 2005. • Historic aerial photographs of the property provided by CBRE. The previous soil borings were used to develop this preliminary geotechnical evaluation; however, the information from that previous report is not discussed herein as the previous report was prepared for another purpose. We provide the previous boring logs in the Appendix for review and show their approximate locations on our Soil Boring Location Sketch. We have also had discussions with members of the development team (CBRE and Chadwick Group) regarding potential site use and development of this property. A.2. Purpose The purpose of this preliminary geotechnical evaluation was to generally characterize subsurface geologic conditions at select exploration locations and provide preliminary recommendations for use in conceptual design and preliminary construction planning of the proposed commercial development. A.3. Scope of Services Our scope of services for this project was outlined in our Proposal for Preliminary Geotechnical Evaluation dated February 9, 2015. The tasks were completed in general accordance with the terms of our General Conditions (9/1/2013) and are described below: • Performing a site reconnaissance to observe existing site conditions and evaluate access for our drilling equipment. • Locating the borings in the field and obtaining GPS coordinates and ground surface elevations. • Coordinating the location of underground public utilities near the boring locations. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 3 • Drilling 11 standard penetration tests (SPT) borings across the north and northwest areas of the site to nominal depths of 20 to 25 feet. • Classifying the samples obtained and preparing boring logs. • Performing laboratory testing on select soil samples obtained. • Analyzing the results of the boring and laboratory tests. • Providing discussions of conditions that could affect structure and pavement design and performance and presenting alternatives for mitigating their impact. • Providing discussions regarding the general reuse of onsite materials during construction and the impacts of groundwater. • Providing preliminary geotechnical recommendations for foundation and floor slab support of the anticipated commercial/industrial structures. • Providing preliminary recommendations for pavement sections based on anticipated R -values. • Submitting this Preliminary Geotechnical Evaluation Report containing logs of the borings, our analysis of the field and laboratory tests, and our preliminary considerations for use in conceptual design and construction planning of the proposed development. B. Results B.1. Field Exploration We evaluated subsurface conditions with 11 soil borings generally spaced across the northern and northwestern portion of the property to supplement the information obtained from the 14 previous soils. These new borings are denoted as ST -101 through ST -111 and their approximate locations are shown on the Soil Boring Location Sketch in the Appendix. The previous borings are denoted as ST -1 through ST -14 and their approximate locations are also depicted in the site sketch in the Appendix. BRAUN INTERTEC Holasek Farms LP Project 81501303 April 14, 2015 Page 4 The boring locations and existing ground surface elevations were determined using Global Positioning System (GPS) technology and utilizing the Minnesota Department of Transportation's (MnDOT's) permanent GPS Virtual Reference Network (VRN). B.2. Boring Logs B.2.a. General Log of Boring Sheets for each of our borings are included in the Appendix. The logs identify and describe the geologic materials penetrated, results of SPT and laboratory tests performed on select samples, and our groundwater observations at the time of drilling. Strata boundaries were inferred from changes in penetration test samples and drill auger cuttings. Because sampling was not performed continuously, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may also occur as gradual rather than abrupt transitions. B.2.11b. Geologic Origins Geologic origins assigned to the materials referenced within this report were based on: (1) a review of available historic information and aerial photographs, (2) visual classification of materials during excavation, (3) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past, and (4) our experience at this and nearby sites in the area. Because of the complex glacial and post -glacial depositional environments, geologic origins can be difficult to ascertain. A detailed investigation of the geologic history of the site was not performed. B.2.c. Previous Soil Borings We used information obtained from previous soil borings performed at this site by Braun Intertec in 2005 in our analysis and to formulate our recommendations. The previous borings were drilled with the same general techniques as the current borings. The following summary of soils only pertains to our current soil borings; however, the subsurface conditions encountered during the previous borings are generally consistent with that of the current borings. We also note site features may have been altered in areas since the previous exploration was performed. This is especially true in the southeastern portion of the property near Boring ST -14 where it appears a stormwater detention pond has been constructed since the boring was drilled. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 5 B.3. Geologic Profile The following sections provide a summary of geologic conditions encountered in the borings and is generally presented in the order in which materials were encountered (i.e., from the ground surface down). For more details of descriptions please reference the individual boring logs provided in the Appendix. B.3.a. Surface A surficial layer of topsoil (or topsoil fill) about 1/3 to 1 foot in thickness was encountered at Borings ST -104 and ST -106 through ST -110 at the time of this exploration. The topsoil encountered generally consisted of clayey soils with varying organic content. A surficial layer of crushed aggregate about 3 feet in thickness was encountered at Boring ST -103 at the time of drilling. This boring was drilled within the unpaved driveway accessing the property from Lyman Boulevard. B.3.b. Existing Fill From the ground surface or beneath surficial layers in each of the borings (with the exception of ST -111), existing fill materials were encountered to depths of about 4 to 12 feet below grade. The existing fill encountered was generally composed of clays with zones of sand and silt and contained varying quantities of gravel and organic matter. The penetration resistance values recorded in the existing fill ranged from 3 to 41 blows per foot (BPF); however, we note some of the higher values were encountered in the upper zones where soils were frozen at the time of drilling. 13.3.c. Swamp Deposits Beneath existing fill in Borings ST -101, ST -106, ST -107 and ST -108 and from the ground surface in ST -111, swamp deposits were encountered to depths of about 4 to 23 feet below grade. The swamp deposits encountered were generally organic in nature, composed of peat (PT) and organic clay (OL). The penetration resistance values recorded in the swamp deposits ranged from 0 (designated as weight -of - hammer, WH) to 4 BPF. B.3.d. Alluvial Deposits Beneath the swamp deposits in Boring ST -111, alluvial deposits were encountered to the planned termination depth of about 20 feet below grade. The alluvium encountered was generally composed of sandy silt (ML) with clay seams. The penetration resistances recorded in the alluvium ranged from 3 to 7 BPF, indicating a very loose to loose condition. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 6 B.3.e. Glacial Deposits Beneath the existing fill and/or swamp deposits in the remaining borings, glacially -deposited till soils were encountered to the boring termination depths of about 20 to 25 feet below existing grade. The glacial till encountered generally consisted of lean clay (CL) and sandy lean clay (CL) with zones of clayey sand (SC). The glacial till contained varying quantities of gravel throughout the sample depths and till soils commonly contain cobbles and boulders, though none were encountered in these borings. The penetration resistances recorded in the glacial till ranged from 3 to 25 BPF, indicating a soft to very stiff condition. BA. Groundwater Observations Groundwater was encountered in Borings ST -107 through ST -109 in the central portion of the site at depths ranging from about 12 to 15 feet below existing grades which corresponds to elevations of about 930 to 933 feet mean sea level (MSL). We note the groundwater levels in the previous borings ranged from about elevation 920 to 931 feet MSL at the time the previous borings were performed in 2005. Water levels in clayey soils could take several hours to stabilize in cohesive soils and our borings were immediately backfilled upon completion. Subgrade conditions at this site are also conducive to creating perched groundwater conditions within sandy or organic soils overlying clays. Annual and seasonal fluctuations in groundwater at this site should also be anticipated. 6.5. Lab Testing Select soil samples obtained during drilling were subjected to laboratory testing to further classify the materials and determine their engineering properties. Lab testing of select samples included; moisture content, organic content and percent of particles passing the size No. 200 sieve. The results of the laboratory tests are discussed in the following sections of this report and are shown on the boring logs in the Appendix adjacent to the samples tested. C. Basis for Evaluation C.1. Conceptual Design Information C.1.a. Commercial/Industrial Buildings Development of this site could include several commercial/industrial use buildings and the buildings would likely be single -story, steel -framed structures with concrete slabs -on -grade. No below grade levels are anticipated at this time. However, this project is in conceptual stages and no structural details or site BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 7 plans have been developed at this time. Based on our experience with similar projects, we anticipate the buildings would have individual (column) loads of about 150 to 250 kips and continuous (wall) footing loads of about 4 to 12 kips per lineal foot. Industrial use structures such as these can also experience heavy floor slab loads from storage racking, overhead cranes, fork -lifts, or other items. Floor slab loading would need to be further considered during conceptual design. C.l.b. Site Grades Conceptual site grading information is not available at this time. Based on existing site topography, earthwork cuts and fills in excess of 10 feet could be necessary in areas to reach finished grades. This does not include the depth of any soil correction excavations which may be performed in areas as part of this project. C.l.c. Pavements This development would include the construction of surficial bituminous and concrete pavement surfaces for light-duty and heavy-duty usage throughout the site. Information regarding the location of paved surfaces and anticipated traffic intensities was not available at the time of this report; however, traffic loads of 500,000 equivalent single axle loads (ESALs), or greater, can be experienced at similar developments. C.l.d. Utilities We anticipate a new commercial/industrial development of this nature would include the installation of multiple underground utility services including; water, sanitary sewer, storm sewer, and natural gas service among others. Typical underground utility construction of this nature would extend to depths of about 5 to 15 feet below grade and traverse much of the project site. However, depending on the location of adjacent utilities and finished site grades, deeper excavations may be necessary for utility installation at this site. C.l.e. Railroad Spur We understand a rail spur from the existing railroad line bounding the property to the south is being considered as part of this project. Plans or potential alignments for the rail spur are not available at this time. C.M. Stormwater Basins The location and depth of potential stormwater basins at this site have not been determined at this time. We anticipate stormwater basins at this site would be designed to retain and hold water and not to infiltrate water into the subgrade strata. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 8 C.1.g. Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction based on available conceptual information provided by others. Depending on the extent of available information, several assumptions have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the available project information, we should be notified. New or changed information could require additional evaluation, analyses, and/or recommendations. C.2. Additional Geotechnical Evaluation Final design of the proposed commercial development has not been established at this time. The considerations and recommendations provided in the following sections of this report are preliminary in nature for use in conceptual design and preliminary planning for this project. A more detailed geotechnical evaluation will be necessary once final design has been completed to provide final geotechnical recommendations for use in design and construction of this project. C.3. Preliminary Design and Construction Considerations C.3.a. Variable Subgrade Conditions The soil borings encountered a variety of subgrade materials including; existing fill, peat, organic clay, alluvial silt, and glacial till. The existing fill was generally present in the area of the existing buildings and roadways on the north side of the property and was likely placed during previous construction activities. The swamp deposits were present beneath the existing fill at several soil boring locations. This indicates soil corrections to remove the unsuitable organics were not performed prior to construction. Swamp deposits were also encountered in low-lying portions of the site currently used for agricultural purposes. Glacial till was present across much of the site beneath surficial topsoil, existing fill or swamp deposits and contained some zones of soft clay when underlying organics. The variability of subsurface conditions at this site will create different types of challenges during construction which should be considered when developing conceptual site development plans for this property. C.3.b. Spread Foundation Support Depending on actual structural loads and site layout, it may be possible to support buildings on conventional spread foundations where native glacial till is present at finished grades. However, the presence of existing fill, soft clays and swamp deposits in many areas of the site will create some challenges for spread footings. If existing fill and/or swamp deposits are present within building footprints and oversize areas; consideration would need to be given to performing soil corrections prior BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 9 to foundation construction as these materials are compressible and could lead to detrimental settlement. Based on the results of the borings, excavations in excess of 25 feet would be necessary to perform soil corrections in areas of the site to remove the unsuitable, compressible soils. We anticipate soil corrections would be necessary across much of the site to remove zones of existing fill, soft clay and/or swamp deposits prior to construction to provide adequate support for spread footings. C.3.c. Deep Foundations In areas requiring deeper soil corrections, an alternative to supporting structures upon conventional spread footings would be to use deep foundation systems. Deep foundation systems in this area are typically composed of steel pile elements driven to depths capable of achieving design capacity requirements. The use of a deep foundation system would allow materials unsuitable for direct foundation support to remain in place and avoid deep soil corrections. Additional consideration for the use of structurally supported floor slabs would also need to be made when using a deep foundation system. To further evaluate deep foundations for this site, deeper soil borings (100 feet or greater) would be necessary prior to final design to properly evaluate pile types and capacities based on the subsurface strata present. C.3.d. Alternative Building Support Methods In addition to soil corrections and deep foundations (piling), there are other methods of site preparation or building support that can be considered. At this time, without more complete plans and building locations/elevations the applicability of other alternatives would be difficult to assess. Please contact us as plans progress to discuss alternatives as needed. C.3.e. Floor Slab Support Ground supported floor slabs for industrial developments, such as this, can be subjected to heavy loading conditions which can lead to detrimental settlement if subgrades are not adequately prepared. The glacial till at this site would likely be suitable for the support of floor slabs; however, where unsuitable soils are present within building footprints consideration should be given to removing the unsuitable soils during soil corrections from floor slab areas to reduce the potential for detrimental settlement to occur. Depending on anticipated site usage and floor loads, careful consideration for slab support should be evaluated. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 10 C.M. Pavement Support Pavements at this site can generally be supported upon the existing fill, new engineered fill and/or glacial till. However, where present beneath paved surfaces, organic soils would need to be carefully evaluated as they will impact pavement performance. Consideration can be given to leaving all, or some, of the organic soils in place beneath paved surfaces and allowing settlement to occur. The application of a preload or surcharge load to paved areas prior to construction would allow some settlement to occur prior to pavement construction and should be considered prior to final design based on actual roadway alignments and usage. The size and duration of preloading would need to be further evaluated prior to final design. If organics are left in place below pavements, the owner must understand they are assuming the risks of future pavement settlement and distress. C.3.g. Utility Support This development will include the installation of several new underground utilities during construction. New utility alignments should avoid known zones of organic soils, where possible, as they can lead to detrimental settlement and damage to underground utilities. Where deep organics cannot be avoided along new utility alignments, subcutting the organics and replacing with crushed aggregate or supporting utilities upon deep founded piling, should be considered during final design. C.3.h. Railroad Spur Support Subgrade preparation for support of a railroad spur line would likely be similar to that of a roadway where the embankment would be supported upon glacial till; however, additional considerations would apply if organics of other unsuitable soils are present along the rail alignment. If planned as part of the development, careful consideration will need to be given by the design team as to the alignment of a rail spur at this site. C.3.i. Reuse of Onsite Soils Based on the Subgrade profile encountered in the borings, it appears much of the existing fill or native glacial till may be suitable for reuse as engineered fill. However, organic deposits or silts are not considered suitable for reuse as engineered fill for structural support. If on site glacial till soils are considered for reuse as engineered fill, moisture conditioning along with removal of any organics or debris should be anticipated. It is likely imported fill materials would need to be obtained from a borrow source to balance this site if soil corrections are performed. Any materials to be used as engineered fill or backfill should be tested and approved by the geotechnical engineer prior to placement. BRAUN INTERTEC Holasek Farms LP Project 81501103 April 14, 2015 Page 11 D. Preliminary Recommendations The following recommendations are preliminary in nature for use in conceptual design and preliminary development planning of this project. These recommendations should be refined once this project is closer to final design and additional borings and a more detailed geotechnical evaluation have been performed for this project. D.1. Building Pad Preparation The following sections provide preliminary recommendations for use in general site grading and preparation of building pads. D.l.a. Subgrade Preparation We recommend any vegetation, topsoil, existing fill, soft clays, and/or organic soils be removed from within building footprints and oversize areas prior to construction. Based on the results of our borings and the previous agricultural usage of this property, deep topsoil zones will likely be encountered in areas of the site. In addition, the sub cut and removal of some soft native clays beneath topsoil or swamp deposits should be anticipated prior to fill or concrete placement depending on where final grades are established. We recommend excavation bottoms be observed by a geotechnical engineer, or their qualified representative, to judge if excavation bottom soils are similar to those encountered in the borings and are suitable for support of fill and/or structural loads. The actual depth of excavations will vary and needs to be determined in the field at the time of construction by a geotechnical engineer, or their representative, prior to new fill placement or foundation construction. An experienced engineering technician should work closely with the contractor during excavations to make the necessary field judgments regarding the suitability of the exposed soils and to determine the extent of unsuitable soils. Excavations of 25 feet, or greater, are anticipated in areas of the site. To provide lateral support of structural loads they will support, we recommend over sizing (widening) the excavations 1 foot horizontally beyond the footings for each foot the excavation extends below bottom - of -footing elevations. D.l.b. Excavation Support An Occupational Safety & Health Administration (OSHA) approved competent person should review soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 2926, Subpart P; Excavations and Trenches. This document states that excavation safety is the responsibility of the contractor. Reference to these OSHA requirements should be included in the project specifications. BRAUN INTERTEC Holasek Farms LP Project 83501103 April 14, 2015 Page 12 Due to the general clayey nature of the soils encountered, soils at this site could generally be considered as Type B material under OSHA guidelines. Unsupported excavations in Type B soils should be maintained at gradients no steeper than 1H: 1V. However, the organic soils at this site would have to be maintained at much flatter gradients, 3H: 1V or flatter, to maintain stability. Slopes constructed in this manner may still exhibit surface sloughing. If site constraints do not allow the construction of temporary slopes with these dimensions, temporary shoring may be required, and we should be consulted for additional recommendations. D.1.c. Dewatering Groundwater will likely be encountered within deeper excavations at this site. The quantity of groundwater that could enter excavations is not known at this time. Due to the clayey nature of site soils, well points would not be an effective alternative to removing groundwater at this site. The contractor should develop a dewatering plan to be reviewed by the design team prior to construction. D.1.d. Selection, Placement and Compaction of Fill and Backfill We recommend fill and backfill materials be composed of non-organic, mineral soils containing no debris and having a PI (Plastic Index) of less than 20. Any materials to be used as structural fill or backfill should be tested and approved bythe geotechnical engineer prior to placement. We recommend fill and backfill be placed in loose lifts no thicker than 12 inches. Smaller compaction equipment may require thinner lifts to meet specified density. The following table provides our minimum soil compaction recommendations for use at this site based on standard Proctor methods (ASTM D698): Table 1. Soil Compaction Recommendations BRAUN INTERTEC Relative Compaction Moisture Content Reference Area (ASTM D698) (Variance from Optimum) Below Foundations 98% -1%to+3% Below Floor Slabs 95% -1% to +3% Below Pavements 100% -1% to +3Yo (upper 3 feet) BRAUN INTERTEC Holasek Farms LP Project 61501103 April 14, 2015 Page 13 Final grading information is not available at this time. However, based on present topography, areas of this site could receive 10+ feet of fill to reach finished grades. Due to consolidation of deep fill under its own weight along with pressures from structural loads, we recommend any fill placement in excess of 10 feet in thickness below bottom of footings consist of granular soil (sand containing less than 10 percent, by weight, of particles passing a size No. 200 sieve) to minimize risk of detrimental settlement. Otherwise, a construction delay may be necessary to accommodate for this settlement. Further evaluation of deep fills, especially in deep soil correction areas, needs to be performed prior to final design and construction. D.2. Spread Footings The following sections provide preliminary recommendations for use in conceptual design of spread foundations for the anticipated commercial/industrial use buildings. D.2.a. Embedment Depth We recommend footings in heated structures be embedded at least 42 inches below the lowest finished exterior grade. We recommend embedding building footings not heated during winter construction, and other unheated footings associated with canopies, stoops or sidewalks a minimum depth of 60 inches below the lowest exterior grade. Frost can also be driven deeper under high traffic in paved areas, thus, loading dock footings should also bear at least 60 inches below the lowest finished exterior grade to protect against frost heave. Interior footings can be placed immediately below floor slabs provided subgrades are prepared as recommended prior to construction. D.2.b. Allowable Bearing Pressure We anticipate spread foundations for the proposed buildings will bear upon new engineered fill and/or native glacial till following soil corrections in areas. For preliminary design purposes, foundations bearing upon these materials could be designed to exert allowable soil bearing pressures of 2,000 to 4,000 pounds per square foot (PSF). Each individual building area will need to be further evaluated for bearing capacity based on subgrade conditions, actual structural loads and settlement tolerances. We recommend strip footings be a minimum of 2 feet wide and column footings be a minimum 3 feet square to help prevent punching shear failure. BRAUN INTERTEC Holasek Farms LP Project 61501103 April 14, 2015 Page 14 D.3. Deep Foundations An alternative to spread foundations would be to support buildings at this site on deep foundation systems. However, borings deep enough to evaluate deep foundation systems have not been performed at this time and would need to be performed during final design to provide deep foundation recommendations. D.4. Interior Slabs We provide the following preliminary recommendations for use in conceptual design of interior floor slabs. D.4.a. Subgrade Modulus We recommend using a modulus of subgrade reaction (k) of 100 pounds per square inch per inch of deflection for design of floor slabs assuming a subgrade composed of clayey soils. This value can be increased by 50 pounds per cubic inch per inch of deflection if a minimum of 6 inches of crushed aggregate base course is placed below the floor slab. This layer of aggregate would also help provide a more stable working surface during construction. D.4.b. Moisture Vapor Protection If floor coverings or coatings less permeable than the concrete slab will be used, we recommend a vapor barrier be placed immediately beneath the slab. Some contractors prefer to bury the vapor barrier beneath a layer of sand to reduce curling and shrinkage, but this practice risks trapping water between the slab and vapor barrier. Regardless of where the vapor barrier is placed, we recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor barrier to preserve warranty assurances. D.5. Pavements The following sections provide preliminary recommendations for use in conceptual design of paved areas. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 15 D.5.a. Subgrade We recommend any vegetation and/or topsoil be removed from beneath paved areas at this site. We note some of the borings encountered organic soils to a depths of up to 25 feet below grade. Paved roadway surfaces crossing deep organic zones will experience excessive settlement. Additional consideration may need to be given to floating the new roadway embankments with a preload or surcharge load to avoid the difficult effort associated with extensive excavations to remove deep organics at this site. These additional considerations will need to be further discussed prior to final design. D.S.b. Proofrolls Prior to placement of aggregate base course, we recommend subgrade soils be proofrolled with a fully - loaded, tandem -axle truck and observed by a geotechnical engineer, or their qualified representative. This will assist in identifying any soft or weak areas requiring soil correction. Typically areas that 'pump' or rut more than 1 inch due to wheel traffic should be corrected. Corrective measures should be determined in the field at the time of construction based on actual conditions. D.5.c. Clay Subgrade Option Pavements supported directly on the existing clay subgrade soils are generally less expensive initially, but would require slightly more maintenance since they are highly susceptible to volume changes upon freezing and thawing and possible settlement. With this approach, the pavement section (aggregate base and bituminous or concrete pavement) would be placed directly on top of the clay subgrade. Once grade is established, we recommend proofrolling the subgrade. If unstable areas are detected, we would recommend the proposed paved areas be moisture conditioned (disked and dried) in the upper 2 feet. The moisture conditioned soils should then be re -compacted to 100 percent of soil's maximum dry density (standard Proctor method) and the moisture content be no more than 1 percent over its' optimum moisture content. A proofroll should then be performed on the subgrade prior to placement of the aggregate base. If there are still unstable areas, a section of at least 6 to 8 inches of 2- to 4 -inch crushed rock could be placed below the pavement section in order to aid in bridging the unstable soils. In order to maintain the integrity and stability of the aggregate base, we recommend placing a geo- textile fabric on top of the clay subgrade. Drain tile should be placed in low areas and as finger drains around catch basins. BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 16 D.5.d. Sand Sub -base Option A sand sub -base incorporated into the pavement section is one option to reduce maintenance and provide slightly longer pavement life. A sand sub -base will improve subgrade strength and reduce frost heave potential. The sands drain more freely than the clayey soils on which they lie, and because the sand could act as a reservoir for surface drainage and groundwater, we recommend that drain tile be installed in areas where a sand cushion is placed over frost susceptible soils. Drain tile should be placed in low areas and as finger drains around catch basins in urban section areas. With this approach, the subgrade soils would be subcut to allow for placement of a section of sand approximately 12 to 24 inches in thickness. The sand sub -base should meet the requirements of MnDOT Specification 3149.262 for Select Granular Borrow (containing less than 12 percent, by weight, of particles passing a size No. 200 sieve). The bottom of the excavation should then be disked, dried and re - compacted in order to provide a "crust" on which to place the sand sub -base. In order to maintain the integrity and stability of the sand sub -base, a geo-textile fabric could be placed on top of the re - compacted clay subgrade prior to placement of the sand sub -base. We recommend tapering the sand subgrade at a slope of 20H:1V in areas where the sand sub -base transitions to areas without a sand sub -base. This will provide a gradual area over which differential frost heave may occur between the 2 different pavement sections. D.S.e. Design Sections Laboratory tests to determine the Hveem Stabilometer R -value for pavement design were not included in our scope of services of this project. Based on our experience with similar projects in the area, however, it is our opinion that an R -value of 10 can be assumed for preliminary design purposes based on the clayey nature of site soils. Based upon the aforementioned traffic loads (500,000 ESALs) and the assumed R -value, we recommend the following preliminary pavement sections in Table 2 below for use in conceptual site development and planning. Table 2. Preliminary Pavement Thickness Sections BRAUN INTERTEC Light -Duty Areas Heavy -Duty Areas Component Option Option Clay Subgrade Sand Sub -base Clay subgrade Sand Sub -base Bituminous 3 inches 3 inches 6 inches 5 inches Pavement Aggregate 9inches 5inches 12inches 6inches Base course Sand N/A 12 inches N/A 24 inches Sub -base BRAUN INTERTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 17 The above pavement designs are based upon a 20 -year performance life. This is the amount of time before major reconstruction is anticipated. This performance life assumes maintenance, such as seal coating and crack sealing, is routinely performed. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. D.S.f. Subgrade Drainage We recommend installing perforated drain tile throughout pavement areas at low points and about catch basins to help collect and remove water from pavement sections. The drain tile should be placed at the base of the aggregate base course. DA Frost Protection D.6.a. General All or some of the exterior slabs could be underlain by a variety of soil types, some of which are considered to be moderately- to highly -frost susceptible (CL/SC/ML). Soils of the type can retain moisture and heave upon freeing. In general, this characteristic is not an issue unless these soils become saturated due to surface runoff or infiltration or are excessively wet is -situ. Once frozen, unfavorable amounts of general and isolated heaving of the soils and the surface structures supported on them could develop. This type of heaving could impact design drainage patterns and the performance of exterior slabs, isolated footings and piers, and pavements. To address most of the heave related issues, we recommend the general site grades and grades for surface features be set to direct surface drainage away from buildings, across large paved areas and away from walkways to limit the potential for saturation of the subgrade and any subsequent heaving. General grades should also have enough "slope" shown to tolerate potential larger areas of heave which may not fully settle when thawed. D.6.b. Exterior Slabs Even small amounts of frost -related differential movement at walkway joints or cracks can create tripping hazards. Several subgrade improvement options can be explored to address this condition. The most conservative and potentially most costly subgrade improvement option to help limit the potential for heaving, but not eliminate it, would be to remove any frost -susceptible soils present below the exterior slabs' "footprint' down to the bottom -of -footing grades or to a maximum depth of 5 feet below subgrade elevations, whichever is less. We recommend the resulting excavation then be refilled with sand or sandy gravel having less than 50 percent of the particles by weight passing a No. 40 sieve and less than 5 percent of the particles by weight passing a No. 200 sieve. BRAUN INTERTEC Holasek Farms LP Project 81501103 April 14, 2015 Page 18 Another subgrade improvement option would be to build in a transition zone between those soils considered to be frost -susceptible and those that are not to somewhat control where any differential movement may occur. Such transitions could exist between exterior slabs and pavements, between entry way slabs and sidewalks, and along the sidewalks themselves. For this option, the frost -susceptible soils in critical areas would be removed to a depth of at least 4 feet below grade as discussed above. The excavation below the footprint of the sidewalks or other slabs would then be sloped upward at a gradient no steeper than 3H:1V toward the less critical areas. The bottom of the excavation should then be sloped toward the center so that any water entering the excavation could be quickly drained to the deepest area for removal. In the deepest areas of the excavation, a series of perforated drainpipes will need to be installed to collect and dispose of surface water infiltration and/or groundwater that could accumulate within the backfill. The piping would need to be connected to a storm sewer or a sump to remove any accumulated water. If the water is not removed, it is our opinion this option will not be effective in controlling heave. Regardless of what is done to the walkway or pavement area subgrade, it will be critical the end-user develop a detailed maintenance program to seal and/or fill any cracks and joints that may develop during the useful life of the various surface features. Concrete and bituminous will experience episodes of normal thermo-expansion and thermo-contraction during its useful life. During this time, cracks may develop and joints may open up, which will expose the subgrade and allow any water flowing overland to enter the subgrade and either saturate the subgrade soils or to become perched atop it. This occurrence increases the potential for heave due to freezing conditions in the general vicinity of the crack or joint. This type of heave has the potential to become excessive if not addressed as part of a maintenance program. Special attention should be paid to areas where dissimilar materials abut one another, where construction joints occur and where shrinkage cracks develop. D.6.c. Isolated footing and Piers Soils classed as being "clayey" or "silty" have the potential for adhering to poured concrete or masonry block features built through the normal frost zone. In freezing conditions, this soil adhesion could result in the concrete or masonry construction being lifted out of the ground. This lifting action is also known as heave due to adfreezing. The potential for experiencing the impacts of adfreezing increases with poor surface drainage in the area of below grade elements, in areas of poorly compacted clayey or silty soils and in areas of saturated soils. To limit the impacts of adfreeze, we recommend placing a low friction separation barrier, such as high density insulation board, between the backfill and the element. Extending isolated piers deeper into the frost -free zone, enlarging the bottom of the piers and then providing tension reinforcement can also be considered. Recommendations for specific foundation conditions can be provided as needed. BRAUN INTERTEC Holasek Farms LP Project 81501103 April 14, 2015 Page 19 D.6.d. Bituminous Pavements The ongoing performance of bituminous pavements is impacted by conditions under which the pavement is asked to perform in. These conditions include the environmental conditions, the actual use conditions and the level of ongoing maintenance performed. Because of normal thermo expansion and contraction, it is not unusual to have cracking develop within the first few years of placement and for the cracking to continue throughout the life of the pavement. A regular maintenance plan should be developed for filling cracks to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. It is also not unusual for the pavement to require a seal coat within the first 5 to 10 years to increase the long-term performance of the bituminous pavement. D.7. Utilities We provide the following preliminary recommendations for use in the conceptual design of new underground utilities at this site. D.7.a. Subgrade Support Based on the results of the borings, we anticipate the glacial till or clays encountered at this site are generally suitable for utility support. However, if unfavorable conditions such as soft clays or organics are encountered at invert grades, the unstable soils may require additional subcutting and replacement with sand or crushed rock to prepare a proper subgrade for pipe support. D.7.b. Deep Foundations Deep organics were encountered in areas of this site, utilities crossing zones of deep organic soils may require deep foundations for support to prevent detrimental settlement. Where possible during design, new utilities should be routed away from zones of known organic deposits. D.7.c. Footing Influence If it is necessary to place utilities within the over sizing of any footings, we should review the documents prior to construction as it may be necessary to backfill with lean concrete or lower the footing elevations near the utility trenches. D.7.d. Groundwater Based on the soil borings, we do not expect groundwater will be encountered at typical utility invert elevations. However, if encountered within deeper excavations any groundwater should be removed from excavations prior to utility installation. BRAUN I NTE RTEC Holasek Farms LP Project B1501103 April 14, 2015 Page 20 D.7.e. Corrosion The majority of the borings indicate the site is underlain by clayey soils and some organics. These soils are considered moderately- to highly -corrosive to metallic conduits. We recommend utilities be bedded in non -corrosive materials such as sand or gravel. E. Procedures E.1. Penetration Test Borings The penetration test borings were performed in general accordance with ASTM D1586. Penetration test samples were taken at 2 1/2- or 5 -foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs. E.2. Material Classification and Testing E.2.a. Visual and Manual Classification The geologic materials encountered were visually and manually classified in accordance with ASTM Test Method D2488. A chart explaining the classification system is attached. Samples were sealed in jars and returned to our facility for review and storage. E.2.b. Laboratory Testing The results of the laboratory tests performed on geologic material samples are noted on or follow the appropriate attached exploration logs. The tests were performed in accordance with ASTM procedures. E.3. Groundwater Measurements The drillers checked for groundwater as the penetration test borings were advanced. Given the nature of the soils encountered onsite, it is likely insufficient time was available for groundwater to seep into the borings and rise to its hydrostatic level. Thus, variations in groundwater levels should be anticipated. BRAUN INTERTEC Holasek Farms LP Project 61501103 April 14, 2015 Page 21 F. Qualifications F.1. Variations in Subsurface Conditions F.l.a. Material strata Our evaluation, analyses, and recommendations were developed from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth, and therefore strata boundaries and thicknesses must be inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation, and thickness away from the boring locations. Variations in subsurface conditions present between boring locations may not be revealed until additional exploration work is completed, or construction commences. If any such variations are revealed, our recommendations should be re-evaluated. Such variations could increase construction costs, and a contingency should be provided to accommodate them. F.1.b. Groundwater Levels Groundwater measurements were made under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. It should be noted that the observation period was relatively short, and groundwater can be expected to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. F.2. Continuity of Professional Responsibility F.2.a. Plan Review This report is based on a limited amount of information, and a number of assumptions were made to help us develop our recommendations. It is recommended that our firm review the geotechnical aspects of the designs and specifications once site development plans and structure design has been established. Additional geotechnical borings and evaluation will also be necessary. F.2.b. Construction Observations and Testing It is recommended that we be retained to perform observations and tests during construction. This will allow correlation of the subsurface conditions encountered during construction with those encountered by the borings, and provide continuity of professional responsibility. BRAUN I NTERTEC Holasek Farms LP Project 81501103 April 14, 2015 Page 22 F.3. Use of Report This report is for the exclusive use of the parties to which it has been addressed. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses, and recommendations may not be appropriate for other parties or projects. FA. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC Appendix BRAUN INTERTEC DRAWN INTERTEC a �{y e �PCIY MiWA10C��MP PWP�P�Y A�R�� NNE BEV BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -2 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 31/4' HSAAutohammer DATE: 11122/05 SCALE: 1"=4' Elev. Depth feel feet Description of Materials BPF WL MC OC Tests or Notes 937.3 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % OL — ORGANIC CLAY, black, moist. 936.3 1.0 — (Topsoil) CL SANDY LEAN CLAY, with a trace of Gravel, - brownish -gray with rust staining, wet, rather soft to 7 medium. - (Glacial Till) — 4 30 5 1/4 7 1 926.3 11.0 CL SANDY LEAN CLAY, with a trace of Gravel, gray, wet, - medium. (Glacial Till) 8 1 20 7 1 921.8 15.5 END OF BORING. - No water observed with 15 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 7 1/2 feet - immediately after withdrawing the auger. Boring immediately backfilled. 81501103 Braun Intertec Corporation. Bl ornington MN 55438 ST -2 page 1 of 1 BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -3 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3 V4" HSA Autohammer DATE: 11123105 SCALE: 1" = 4- Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes ! 935.9 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % SC CL - - CLAYEY SAND, with a trace of Gravel, dark brown, moist. – (Topsoil) 933.9 2.0 7 1 22 LEAN CLAY, black and dark brown. CLI CL ILEAN (Topsoil) CLAY, with a trace of Gravel, with a little Sand, 931.9 4.0.brown, wet, medium. (Glacial Till) ;� — 7 SZ SILTY SAND, fine- to coarse-grained, with a trace of Gravel, dark brown, waterbearing, loose. – (Glacial Till) 10 8 924.4 11.5 CL SANDY LEAN CLAY, with a trace of Gravel, gray, wet, _ medium. 7 1 112 _ (Glacial Till) 8 1 1/2 920.4 15.5 _ END OF BORING. _ Water not observed with 15 feet of hollow -stem auger in the ground. Water observed at 5 feet 10 minutes after withdrawal of – auger. Boring immediately backfilled. n15m103 Braun Werlec Cowabon, B ,rgtOn MN Dsasn ST -3 ye uf BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -4 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLERDave Lovassen METHOD: 31/4• HSA Autohammer DATE: 11/22815 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 933.2 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EMI 110-1-2909) % % PT = PEAT, semi -decomposed, black, wet. - (Swamp Deposit) 931.2 2.0 7 0 CL SANDY LEAN CLAY, with a trace of Gravel, gray with - rust staining, wet, rather soft to medium. (Glacial Till) 5 0 24 926.7 6.5 _ CL SANDY LEAN CLAY, with a trace of Gravel, brownish -gray, wet, rather stiff to stiff. 15 - (Glacial Till) — 10 26 921.7 11.5 _ CL SANDY LEAN CLAY, with a trace of Gravel, gray, wet, medium. 6 - (Glacial Till) Sz 7 917.7 15.5 - END OF BORING. - Water observed at 13 feet with 15 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 2 feet - immediately after withdrawing the auger. Boring immediately backfilled. 81501103 Braun Intertec Corporation, Bknrnirglon MN 55438 ST4 page 1 0 1 BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -5 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3 1/4' HSA Autohammer DATE: 11r13/05 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 942.4 0.0 Symbol (SoiFASTM D2488 or D2487, Rock -USAGE EM11141-2908) % % 941.6 0.8 Sc - CLAYEY SAND, dark brown, moist. (Topsoil) - CL SANDY LEAN CLAY, with a trace of Gravel, with - seams of Silty Sand, brown with rust staining, moist, 8 19 medium. - (Glacial Till) 8 1 1/4 933.4 9.0 Sc CLAYEY SAND, with a trace of Gravel, with seams of Silty Sand, brown, wet, rather stiff. 11 (Glacial Till) 10 928.4 14.0 SM SILTY SAND, fine- to medium -grained, with a trace of Gravel, with layers of Clayey Sand, brown, 9 926.9 15.5 waterbearing, loose. - (Glacial Till) END OF BORING. Water not observed with 15 feet of hollow -stem auger - in the ground. Water not observed to cave4n depth of 9 feet immediately after withdrawing the auger. - Boring immediately backfilled. 81501103 Braun Intertec Corporation, Bloomington MN 55438 ST -5 page i of BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -6 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3114' HSA Autohammer DATE: 11122105 SCALE: 1- =4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 933.4 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % OL —_ ORGANIC CLAY, with Sand, with a trace of Gravel, - _ black, wet. 931.4 2.0 — (Topsoil) 4 PT = PEAT, well -decomposed to semi -decomposed, with a - trace of shells, black, wet. (Swamp Deposit) — WH' Weight of Hammer _ r WH WH — WH WH -0, %rr 914.4 19.0 CL LEAN CLAY, with a trace of shells and wood, dark — gray, wet, very soft. WH (Glacial Lacustrine) 909.4 24.0 'Water not observed CLSANDY LEAN CLAY, with a trace of Gravel, gray, wet, — very soft to medium. 1 with 30 feet of (Glacial Till) hollow -stem auger in the - ground. - Water not observed to cave-in at surface - immediately after withdrawing the auger. 6 112 Boring immediately 902.9 30.5 backfilled. END OF BORING.' Braun Menet CaporW", 8kar Trow MN 554W Srfi page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project 81501103 BORING: ST -7 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3 1/4" HSA Autchammer DATE: 11/23105 SCALE: V,= 4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 933.1 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-LISACE EM 1110-1-2908) % % CL LEAN CLAY, black, moist. (Topsoil) 931.1 2.0 4 28 CL LEAN CLAY, with lenses of Silty Sand and Silt, brownish -gray, wet, soft to rather soft. (Glacial Lacustrine) 3 926.6 6.5 _ CL SANDY LEAN CLAY, with a trace of Gravel, gray, moist to wet, soft to medium. 2 21 _ (Glacial Till) 6 1 - 7 1 18 8 1 917.6 15.5 _ END OF BORING. - Water not observed with 15 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 3 feet - immediately after withdrawing the auger. Boring immediately backfilled. 81501103 Braun Intertec Corporation, Remington MN 55438 ST -1 page 1 or 1 BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -8 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 31/4" HSAAutohammer DATE: 11/22/05 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 935.5 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % CL LEAN CLAY, with a little Sand, black, moist. _ 934.4 1.1 (Topsoil) CL SANDY LEAN CLAY, with a trace of Gravel, dark - brown to brown with rust staining, wet, rather soft. 5 1/2 (Glacial Till) 5 1 25 929.0 6.5 _ CL SANDY LEAN CLAY, with a trace of Gravel, dark brown and gray with rust staining to gray, moist, 8 1 1/2 - medium to rather stiff. (Glacial Till) 10 1 1/2 6 1/2 922.0 13.5 SZ _ SP- (' .- POORLY GRADED SAND with SILT, fine- to SM coarse-grained, with a trace of Gravel, gray, 920.0 15.5 waterbearing, loose. (Glacial Outwash) 9 END OF BORING. - Water observed at 14 feet with 15 feet of hollow -stem auger in the ground. _ Water not observed to cave-in depth of 7 feet immediately after withdrawing the auger. Boring immediately backfilled. 81501103 Braun Interim Corporation, Bloomington MN 55438 ST -8 page 1 of 1 BRAUN'" INTFRTFC LOG OF BORING Braun Project B1501103 BORING: ST -9 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 31/4" HSA Autohammer DATE: 11/23/05 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 935.5 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % 934.7 0.8 CL LEAN CLAY, with a trace of Roots, black, moist. (Topsoil) - CL SANDY LEAN CLAY, with a trace of Gravel, - brownish -gray with rust staining, moist, medium to 7 1 rather stiff. - (Glacial Till) 7 1 17 10 927.0 8.5 _ CL AY, SANDY LEAN CLwith a trace of Gravel, gray, moist to wet, medium. (Glacial Till) 8 314 - 8 1 1/2 7 1 1 /4 920.0 15.5 _ END OF BORING. - Water not observed with 15 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 8 feet - immediately after withdrawing the auger. Boring immediately backfilled. 81501103 Braun Inlenec uorWauon. Bkwnirgicn MN 56438 page BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -10 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 31/4"HSA Autohammer DATE: 11=05 SCALE: 1-=4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 933.6 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1 110-1 -2908) % % PT = PEAT, well -decomposed, with layers of Mad, with a _ trace of shells, black, wet. (Swamp Deposit) _ WH rr WH - WH — 1 r _ 922.1 11.5 _ CL LEAN CLAY, with layers of Sift, gray, wet, soft to rather soft 3 36 - (Glacial Lacustrine) 4 914.6 19.0 CL SANDY LEAN CLAY, with a trace of Gravel, gray with — rust staining, wet, rather stiff. 9 3/4 23 (Glacial Till) SZ 9 1 908.1 25.5 - END OF BORING. - Water observed at 21 feet with 25 feet of hollow -stem auger in the ground. Water observed at 2 feet 15 minutes after withdrawal of - auger. — Boring immediately backfilled. Braun Interim corporation, Bbomirgton MN 56438 ST -10 page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BOEING: ST -11 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 31/4"HSA Autohammer DATE: 11122/05 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 933.2 0.0 Symbol (Soil -ASTM D2488 or D2487. Rock -USAGE EM1110-1-2908) % % PT = PEAT, well -decomposed, black, wet. (Swamp Deposit) — 1 – WH WH – WH WH WH WH SZ 914.2 19.0 CL SANDY LEAN CLAY, with a trace of Gravel, gray, wet, very soft to medium. 1 28 (Glacial Till) _ 8 1/2 21 907.7 25.5 – END OF BORING. – Water observed at 15 feet with 25 feet of hollow -stem auger in the ground. Water observed at 2 feet immediately after withdrawing – the auger. "— Boring immediately backfilled. c1w1103 araun Intenec t:orporanon, nloormrgron mry 55438 - wn BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -12 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3 1/4" HSA Autohammer DATE: 11/23/05 SCALE: 1"=4` Elev. Depth feet feet Description of Materials BPF WL Tests or Notes 931.8 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) PT = PEAT, fibrous, black, wet. –L Ll (Swamp Deposit) –L, Ll WH — WH WH a . WH .r –L, WH — WH o . .r WH 907.8 24.0 SM .' SILTY SAND, fine- to coarse-grained, with Gravel, gray, waterbearing, medium dense. 17 906.3 25.5 (Glacial Till) END OF BORING. – – Water observed at 7 feet with 25 feet of hollow -stem auger in the ground. _ Water not observed to cave-in depth of 5 feet immediately after withdrawing the auger. Boring immediately backfilled. 01501103 Braun Intertec Corporation. BWrnirgtw MN 55438 ST -12 page 1 of 1 BRAUN'" INTERTEC LOG OF BORING Braun Project 81501103 BORING: ST -13 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3 1/4^ HSA Autohammer DATE: 11123/05 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 937.9 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EMI110-1-2908) % % 937.0 0.9 CL LEAN CLAY, black, moist. — (Topsoil) CL SANDY LEAN CLAY, with a trace of Gravel, — brownish -gray with rust staining, wet, soft. 3 26 (Glacial Till) 3 1/2 931.4 6.5 CL SANDY LEAN CLAY, with a trace of Gravel, dark _ brown with rust staining, wet, rather soft. 5 1 112 _ (Glacial Till) 928.9 9.0 CL SANDY LEAN CLAY, with a trace of Gravel, gray, moist to wet, medium to rather stiff. 9 1 19 (Glacial Till) — 7 1 8 1/2 922.4 15.5 _ END OF BORING. — Water not observed with 15 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 3 feet — immediately after withdrawing the auger. Boring immediately backfilled. 81501103 Braun Interlec Corporation. Bloomirglw MN mans ST -13 ~ r u I BRAUN'" INTERTEC LOG OF BORING Braun Project 81501103 BORING: ST -14 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 3 1/4' HSA Autohammer DATE: 11/23/05 SCALE: 1" = 4' I Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 933.1 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % PT = PEAT, fibrous, black, wet. – I (Swamp Deposit) WH , 928.6 4.5 WH 24 — CLSANDY LEAN CLAY, with a trace of Gravel, brownish -gray, wet, very soft. – (Glacial Till) 926.1 7.0 4 CL SANDY LEAN CLAY, with a trace of Gravel, gray to – brown, wet, rather soft to medium. (Glacial Till) — 6 20 921.6 11.5 – CL SANDY LEAN CLAY, with a trace of Gravel, gray, wet, rather stiff. 9 1 1/2 – I (Glacial Till) 9 2 917.6 15.5 – END OF BORING. – Water not observed with 15 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 4 1/2 feet – immediately after withdrawing the auger. Boring immediately backfilled. Braun Intertec Corp fiw, Bbanington MN 55438 ST -14 page 1 011 BRAUN Descriptive Terminology of Soil Standard D 2487 - 00 I N T E RT E C l i/ Classification of Soils for Engineering Purposes (Unified Soil Classification System) a Ba+edotematwallpstirgfp iii f/5mmlxse. b. If field sample contained cobbles or polders, or trot, bdd'wadt wades or boulders or GMh'to group name. c. C. = Da l Drd C, = (Dw)z Dia x D® it hest mnanszl 5%swM. add Y4fl sanC to gray name. a GraveM wela12%firesel wi del symboa: GWGM well -graded gravel wit silt GWG l well -graded gravel colt day GPMGpoorly graded gravel wit of GPGD poorly graded gravel wit tley I. If fines am capital as add use aal symbol GC -GM m SGSM. g. Mimesantains c.5%gravel afines'aPotogrou h. If aril contains 215% gravel, addual rmgravel" a group name. 1. Sepal al-grdto 12% fines no wit Sin eymbds: SiVSM well-ggraded sand wit silt SP -SC well-gradedsand wit day SP -SM poorly graded sand wit silt SP3C prgradedd sand wit day j. f Attelbery limits Dbt in hatched area, soil Is a CL -ML, silty Gay, k fedwnams t0a2pWM,hb.200.add WitsalM'alvi-sandyl'wivtlpverispredamirpm. I. fspiconansk3 Pus No.200.predomivsy sand add -saridyagrap name. m fad conars23on or a1do -Kliedominanlyga i,ad]-grawlvagmW name. n. PI 24 or pion on or A" line 'line. o. PI U or groes bowl "Ar' line. P. R pots on or W It. 'line. q. %vats bebw'A' lire. 60 50 a 40 W 0 30 Z to 20 A a 10 7 4. 0a Boulders- ............. ... Liquid Limit (LL) Soils Classification 3' to 12' Criteria for Assigning Group Symbols and DO Dry density, pd OC Organic content.% Group Names Using Laboratory Test Wet density, per roup Name s o Gravels Clean Gravels C° 2 4 and 1 S C° 5 3- Licund limn. % Well -graded grevetd —^ Z $ More than 50% of 5% or less fines °d C„ 4 and/or 1 > C > 3 ° Plasticity index, % aorfY graded gravel m�u coarse (radion retained on Gravels with Fines Fires Bassi as ML or MH FZGPF i ravelno Fines classify as CL or CH I a revel "a No. 4 sieve More than 12%fifts ° oat Sands Clean Sands C„ 2 6 anti 1 < C° <3° Well -graded sandz50% C< 6 and/or 1 > C>3 a oorly graded sand ^ or more at 5% or less fines c e coarse fraction Sands with Fines Firesdassifyas MLor MH SM Si ntl'a^ ftY sa 0o E passes No.4 sieve More than 12%' Fines classify as CL or CH SC ClayeySand rah c PI > 7 and plats on or above'A' line I CL Lean cl s' m e - vPI Sills and ClaysInorganic < 4 or pats bdow'A' line' ML Sift t '" c pm a 'm Liquid limite less than 50 Organic Liquid limit - oven dated < 0.75 OL Organic day l m n m TL Liquid limit - nut dried OL Organic sift m ° `o $ PI plots can or above "A' line CH FatdWki m E d Sills and clarut Inorganic PI plots belcal lift MH Elastic Sift t I m m o Z LL liquid ore 50 or more Liquid limp - oven tlr"red OH Orgerlic day "' a o n Organic < 0.75 Liquid limit -not dried NI Organic sift t' "' n Highly Organic Soils I formerly organic matter, dark in color and organic odor 1 Pr I Peat a Ba+edotematwallpstirgfp iii f/5mmlxse. b. If field sample contained cobbles or polders, or trot, bdd'wadt wades or boulders or GMh'to group name. c. C. = Da l Drd C, = (Dw)z Dia x D® it hest mnanszl 5%swM. add Y4fl sanC to gray name. a GraveM wela12%firesel wi del symboa: GWGM well -graded gravel wit silt GWG l well -graded gravel colt day GPMGpoorly graded gravel wit of GPGD poorly graded gravel wit tley I. If fines am capital as add use aal symbol GC -GM m SGSM. g. Mimesantains c.5%gravel afines'aPotogrou h. If aril contains 215% gravel, addual rmgravel" a group name. 1. Sepal al-grdto 12% fines no wit Sin eymbds: SiVSM well-ggraded sand wit silt SP -SC well-gradedsand wit day SP -SM poorly graded sand wit silt SP3C prgradedd sand wit day j. f Attelbery limits Dbt in hatched area, soil Is a CL -ML, silty Gay, k fedwnams t0a2pWM,hb.200.add WitsalM'alvi-sandyl'wivtlpverispredamirpm. I. fspiconansk3 Pus No.200.predomivsy sand add -saridyagrap name. m fad conars23on or a1do -Kliedominanlyga i,ad]-grawlvagmW name. n. PI 24 or pion on or A" line 'line. o. PI U or groes bowl "Ar' line. P. R pots on or W It. 'line. q. %vats bebw'A' lire. 60 50 a 40 W 0 30 Z to 20 A a 10 7 4. 0a 10 16 20 70 40 50 s0 70 so 90 100 110 Boulders- ............. ... Liquid Limit (LL) Cobbles _............................. 3' to 12' Laboratory Tests DO Dry density, pd OC Organic content.% WD Wet density, per S Percent of saturation, % MC Natural moisture content, % SG Spedficgraoty LL Licund limn. % C Cohesion. psf PL Plastic limn, % 0 Angle of internal friction Pi Plasticity index, % qu Unconfined compressive strength, psi P200 % passing 200 sieve qp Pocket penetrometer strength. Lsf MWEAR Flora 10 16 20 70 40 50 s0 70 so 90 100 110 Particle Size Identification Boulders- ............. ... Liquid Limit (LL) Cobbles _............................. 3' to 12' Laboratory Tests DO Dry density, pd OC Organic content.% WD Wet density, per S Percent of saturation, % MC Natural moisture content, % SG Spedficgraoty LL Licund limn. % C Cohesion. psf PL Plastic limn, % 0 Angle of internal friction Pi Plasticity index, % qu Unconfined compressive strength, psi P200 % passing 200 sieve qp Pocket penetrometer strength. Lsf Particle Size Identification Boulders- ............. ... ..... -...... over 12' Cobbles _............................. 3' to 12' Gravel Medium...- ............................... Coarse ............................ 3/4' to 3' Fire ................................. No. 4 to 3/4' Sand Very stiff ................................... Coarse ............................ No.4 to No. 10 Medium ........................... No. 10 to No. 40 Fine ................................. No. 40 to No. 200 Sig ..... ._............... ................<No. 200, Pit <4 or below'A" Ime Clay .....................................< No. 200. PI24 and on or above 'A' line Relative Density of Cohesionless Soils Very loose ...................... -........ 0 to 4 BPF Loose ....................................... 5to 10 BPF Medium deme ........................ 11 to 30 BPF Dense ...................................... 31 to 50 BPF Very dense......... over 50 BPF Consistency of Cohesive Soils Very soh.._- ............................ 0 to 1 BPF Soft ....................................... 2 to 3 BPF Rather soft ............................... 4 to 5 BPF Medium...- ............................... 6 to 6 BPF Ratheretiff ...................... ....... . 9 to 12 BPF Stiff ....................... ............. .. 13 to 16 BPF Very stiff ................................... 17 to 30 BPF Hard ....................................... over30BPF Drilling Notes Standard peraetrebon test boringswere advances Dy31/4'or61/4' ID hollo s,stem augers unless noted otherwise, Jetting water was used to dean out auger prior to sampling only where indicated on logs. Standard penetration lest borings are designated by the prefix "ST' (Split Tube). All samples were taken with the standard 2' OD split -tube sampler, except where noted Power auger borings were advanced by 4' or 6" diameter continuous - flight, solid -stem augers. Soil classifications and strata depths were in- fened from disturbed Samples sugared to the surface and are. therefore, somewhat approximate. Power auger bonngs are designated by the prefix'B.' Hand auger barrage were advanced manually with a 1 1/2" or 3 1/4' diameter auger and were limited to the depth from which the auger could bemanuallywdhdrawn. Hand auger borings are indicated by the prefix 'H' BPF: Numbers indicate blows perfool recorded in standard penetration test. also known as'N'value. The samplerwas set 6" into undisturbed soil belowthe hollow -stem auger. Dd.ngmsistanceswerethMn riled for second and third 6' increments and added to get BPF Where they differed significantly. they are reported in the following form'. 2112 for the second and third 6' inpements, respectively. WH: WH indicates the Sampler penetrated soil under weight at hammer and rods alone; drying not required. WR: WR indicates the Sampler penetrated soil under weight of rods alone, hammer weight and driving not required. T1A1 indicates thin-walled (undisturbed) lute sample. Note: All tests were run in general accordance with applicable ASTM standards. Rev 7A7 BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -101 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 3 1/4" HSA, Autohammer DATE: 2/25/15 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 943.7 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EMI 110-1-2908) % % FILL FILL: Sandy Lean Clay, dark brown, frozen to 3feet Benchmark: then wet. Elevations were obtained using – GPS and the State of Minnesota's – 9 permanent base station network. 6 29 937.7 6.0 PT = PEAT, well decomposed, black, wet. – (Swamp Deposit) 11 934.7 9.0 OL — ORGANIC CLAY, trace shells, black, wet. — _ (Swamp Deposit) 4 2 73 929.7 14.0 PT = PEAT, slightly decomposed, black, waterbearing. — L, Lel (Swamp Deposit) 1 428 71 924.7 19.0 CL SANDY LEAN CLAY, trace Gravel, gray, wet, soft to — medium. (Glacial Till) 3 — 7 917.7 26.0 END OF BORING. Water not observed with 24 1/2 feet of hollow -stem – auger in the ground. – Water not observed to cave-in depth of 9 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 Braun IMerlec Corporation, Bborningtm MN 55438 ST -101 page 1 v' In BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -102 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 31/4- HSA, Autohammer DATE: 2/25/15 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 946.9 0.0 Symbol (SoiFASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % FILL FILL: Lean Clay, trace roots, black to dark gray, frozen. 7 20 942.9 4.0 CL SANDY LEAN CLAY, trace Gravel, gray and brown, _ wet, medium to very stiff. (Glacial Till) 7 24 9 12 25 18 13 925.9 21.0 END OF BORING. Water not observed with 19 1/2 feet of hollow -stem — auger in the ground. — Water not observed to cave-in depth of 17 feet immediately after withdrawal of auger. Boring then backfilled. 015u1103 Braun Intenec c:orporauon, epormrgiw mn ooa.w „-132 vw� BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -103 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 31/4" HSA, Autohammer DATE: 2/24115 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 952.3 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % AGG CRUSHED AGGREGATE, gray, frozen. 949.3 3.0'Q 50/4" FILL FILL: Sandy Lean Clay, trace Gravel, dark brown to — brown, frozen to 4 feet then wet. 6 25 946.3 6.0 CL SANDY LEAN CLAY, trace Gravel, with Sand seams, — grayish brown, wet, rather stiff to stiff. (Glacial Till) 11 9 _ 13 11 16 931.3 21.0 END OF BORING. Water not observed with 19 1/2 feet of hollow -stem — auger in the ground. — Water not observed to cave-in depth of 17 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 B gun Intertm Corporalim, 131 r ngtm MN 55438 ST -103 page 1 of' BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -104 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 31/4" HSA, Autohammer DATE: 2125115 SCALE: 1" =4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 948.6 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % 947.9 0.8 FILLEM FILL: Clayey Sand, with Gravel, dark brown, frozen. (Topsoil Fill) – FILL FILL: Lean Clay, with Gravel, brown, frozen. 7 23 944.6 4.0 CL SANDY LEAN CLAY, trace Gravel, with rust staining, — greyish brown, moist to wet, medium to very stiff. (Glacial Till) 11 13 18 13 14 17 10 927.6 21.0 END OF BORING. Water not observed with 19 112 feet of hollow -stem – auger in the ground. – Water not observed to cave-in depth of 16 12 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 Braun Intertec Corporation, Bl o nirgton MN 55438 ST -104 page 1 of 1 BRAUN'" INTERTEC LOG OF BORING Braun Project 81501103 BORING: ST -105 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 3 1/4" HSA, Autohammer DATE: 2125/15 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 960.8 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % FILL FILL: Sandy Silt, slightly organic, black, frozen. 9 956.8 4.0 FILL FILL: Lean Clay, with Sand and seams of Silty Sand, — brown, wet. 9 32 10 951.8 9.0 FILL FILL: Silly Sand, fine- to medium -grained, with Clay — seams, brown, wet. 9 14 948.8 12.0 CL SANDY LEAN CLAY, trace Gravel, grayish brown, wet, – rather stiff to stiff. 11 (Glacial Till) 14 16 939.8 21.0 END OF BORING. Water not observed with 19 1/2 feet of hollow -stem – auger in the ground. – Water not observed to cave-in depth of 17 1/2 feet immediately after withdrawal of auger. Boring then backfilled. U1501103 Braun lntelKCoWabon, Bloomston MN 55438 ST -105 page ' sr' BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -106 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 3 1/4" HSA, Autohammer DATE: 2/24115 SCALE: 1" = 4' Elev. feet Depth feet Description of Materials BPF WL MC OC Tests or Notes 949.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM 1110-1-2908) % % FILL FILL: Clayey Sand, slightly organic, dark brown, frozen. — FILL(Topsoil Fill) FILL: Clayey Sand, trace Gravel, brown, frozen. 20 16 945.0 4.0 FILL SANDY LEAN CLAY: trace Gravel, gray and brown, wet. 7 4 21 3 937.0 12.0 10 26 6 OL _ _ ORGANIC CLAY, trace Shells and Sand Seams, black and gray, wet. (Swamp Deposit) 3 931.0 18.0 CL SANDY LEAN CLAY, trace Gravel, gray, wet, stiff. _ (Glacial Till) 16 928.0 21.0 END OF BORING. Water not observed with 19 112 feet of hollow -stem — auger in the ground. — Water not observed to cave-in depth of 17 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 Braun Imertec Corporation, Bloomington MN 55438 ST -106 page 1 or 1 BRAUN' INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -107 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 31/4' HSA, Autohammer DATE: 2124/15 SCALE: 1-=4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 945.2 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EMI 110-1-2908) % FILL FILL: Lean Clay, trace organic, black. 9442 1.0 (Topsoil Fill) FILL FILL: Lean Clay, with Sand, dark gray and gray, frozen – to 4 feet then wet. 11 8 21 938.2 7.0 OL —_ ORGANIC CLAY, trace Gravel, wet. – (Swamp Deposit) 9 931 9.0 CL LEAN CLAY, with Sand, gray, wet, medium. — (Glacial Till) 7 20 933.2 12.0 CL SANDY LEAN CLAY, trace Gravel, brown, wet, rather stiff to stiff. 13 (Glacial Till) Q 15 An open triangle in the – water level (W L) column indicates the depth at – which groundwater was observed while drilling. – Groundwater levels fluctuate. 12 924.2 21.0 END OF BORING. Water observed at 15 feet with 20 feet of hollow -stem – auger in the ground. – Water not observed to cave-in depth of 17 1/2 feet immediately after withdrawal of auger. Boring then backfilled. 81501303 Braun Imerte Corporation, Bborninglm MN 55438 ST -107 page 1 of 1 BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -108 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 3 1l4" HSA, Autohammer DATE: 2124/15 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL Tests or Notes 944.2 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) FILL FILL: Lean Clay, slightly organic, black, frozen. 943.2 1.0 (Topsoil Fill) FILL FILL: Sandy Lean Clay, trace Gravel, black and gray — to dark brown, frozen to 4 feet then wet. 5 6 6 932.2 12.0_ S_L OL ORGANIC CLAY: with sand and clayeye sand seams, _ black and gray, wet. 3 (Swamp Deposit) 3 925.2 19.0 PT = PEAT, partially decomposed, black, wet. (Swamp Deposit) 3 921.2 23.0 CL LEAN CLAY, with Sand, trace Gravel, gray, wet, rather _ soft (Glacial Till) 5 918.2 26.0 END OF BORING. Water observed at 12 feet with 12 1/2 feet of — hollow -stem auger in the ground. — Water observed at a depth of 14 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 Braun Intenec Corporation, uioomingum MN bba:w ST -108 wye 1 of, BRAUN'" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -109 PRELIMINARY GEOTECHNICAL EVALUATION Holasek Farms Property LOCATION: See attached sketch. 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 3 1/4" HSA, Autohammer DATE: 2124115 SCALE: V= 4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 945.8 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % FILL FILL: Clayey Sand, with Gravel, brown, frozen. (Topsoil Fill) — FILL FILL: Sandy Silt, slightly organic, dark brown, frozen. 942.8 3.0 26 FILL FILL: Sandy Lean Clay, brown, wet. 8 21 P200=59% 938.8 7.0 SC CLAYEY SAND, trace Gravel, brown, moist to wet, very — stiff to rather stiff. 19 17 (Glacial Till) 18 22 10 927.8 18.0 CL SANDY LEAN CLAY, trace Gravel, gray, wet, stiff. — (Glacial Till) 13 924.8 21.0 END OF BORING. Water observed at 12 1/2 feet with 12 1/2 feet of — hollow -stem auger in the ground. — Water not observed to cave-in depth of 17 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 Braun IMertec Corporation, Bloomington M9 55438 ST -109 page 1 o1 , BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -110 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 3 1/4' HSA, Autohammer DATE: 2124115 SCALE: 111=4' Elev. Depth feet feet Description of Materials BPF WL Tests or Notes 940.3 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) FILL FILL: Clayey Sand, slightly organic, dark brown, 939.3 1.0 frozen. (Topsoil Fill) FILL FILL: Sandy Lean Clay, trace Gravel, brown, frozen to — 4 feet then wet. 41 7 933.3 7.0 CL SANDY LEAN CLAY, trace Gravel, brown and gray, wet, rather soft to medium. 5 (Glacial Till) 7 _ 8 8 9 919.3 21.0 END OF BORING. Water not observed with 19 1/2 feet of hollow -stem — auger in the ground. — Water not observed to cave-in depth of 17 feet immediately after withdrawal of auger. Boring then backfilled. U1501103 Braun Intertac Corporation, Biwnington MN 55438 5 i -i m page 1 ori BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -111 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: K. Keck METHOD: 31/4" HSA, Autohammer DATE: 2/25115 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 933.5 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EMI 110-1-2908) % PT = PEAT, partially decomposed, black, frozen. — (Swamp Deposit) 5 929.5 4.0 ML SANDY SILT, with Clay seams, gray, wet, very loose to — loose. (Alluvium) 3 25 _ 7 26 5 — 7 7 912.5 21.0 END OF BORING. Water not observed with 19 1/2 feet of hollow -stem — auger in the ground. — Water not observed to cave-in depth of 17 1/2 feet immediately after withdrawal of auger. Boring then backfilled. 81501103 Braun Inlerlec Corporation, Bbomington MN 55438 ST -111 page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project B1501103 BORING: ST -1 PRELIMINARY GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Holasek Farms Property 8610 Galpin Boulevard Chaska, Minnesota DRILLER: Dave Lovassen METHOD: 31/4' HSA Autohammer DATE: 11/23105 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC OC Tests or Notes 926.8 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % % Sc = CLAYEY SAND, dark brown, moist. (Topsoil) Benchmark. - CL SANDY LEAN CLAY, black to dark brown, moist. - (Topsoil) 7 923.3 3.5 1 SC CLAYEY SAND, with a trace of Gravel, dark brown, wet, rather soft. A solid triangle (Possible Fill / Glacial Till) 5 22 indicates the groundwater level in the boring on 920.3 6.5 the date indicated. _ SC - CLAYEY SAND, with a trace of Gravel, gray with rust staining, wet, rather soft to medium. 4 1/4 24 _ (Glacial Till) 6 1/2 Q _ 915.3 11.5 - An open triangle in the water level _ SM !:- : SILTY SAND, fine -to medium -grained, dark brown with rust staining, waterbearing, loose. 7 (WL) column _ (Glacial Till) indicates the depth at which - groundwater was 9 observed while 911.3 15.5 1 drilling. Groundwater levels fluctuate. - END OF BORING. Water observed at 11 feet with 15 feet of hollow -stem auger in the ground. Water observed at 4 feet 5 minutes after withdrawal of - auger. Boring immediately backfilled. 81501103 Braun Interte Corporat)on. bwmingron MN 55438 o yege 1 �, OC99-SIro bS V Z0S NY'uo6°3 1.=o1'�a swz OMMOMf1 0 —== c^ _:gi� jpalIlcss d� dA WIN I 1 - i H .n j N •a � � `id�l a Ii ? � R se —== c^ _:gi� jpalIlcss d� dA WIN I 1 - i H .n j N Planning Commission 8610 Galpin Boulevard NP — Planning Case 2015-12 June 2, 2015 Page 3 of 4 This site is tributary to Lake Hazeltine which is included on the Section 303D list for impaired water bodies. Care should be taken during any activities on the site to improve the quality of runoff from the site, thereby improving the water quality of Lake Hazeltine. In reviewing the application, it was noted that nearly half of the site is covered with organic "muck" soils. These are labeled MK and PM in Figure 1. These soils are known to develop under saturated or inundated conditions. The soil survey for the area indicates that there are significant portions of the site with hydric soils. Those areas in red are likely to have a seasonally high water table within 15 centimeters of the surface. A geotechnical report, prepared by Braun Intertec, had boring data from February of 2015 around the buildings and November of 2005 in the agricultural field area. The 2005 borings revealed several areas with peat layers as deep as 24 feet. In some cases, water was observed within the borings but no time was allowed to observe the static water elevation. Aerial photographs were reviewed for the area back to 1937. In several of these photographs the area presents with signatures indicative of wetland conditions. Because of this data, it is not possible to conclude that wetland does not exist on site. Observation of three parameters is required in order for an area to be classified as a wetland: hydric soils, a dominance of hydrophilic vegetation under "normal conditions" and hydrology. Based upon the U.S. Army Corps of Engineers Wetland Delineation Manual (Corps Manual), soils and vegetation appear to be met. However, there is some question as to whether hydrology would be met. Staff met with the applicant and it was decided that piezometers shall be installed by the applicant in the questionable areas and observed by city staff for a reasonable time to determine if hydrology is present as defined in the Corps Manual. If the area is found to have hydrology, a delineation of the wetland areas will be required and any activities must be in compliance with the MN Wetland Conservation Act and the Federal Clean Water Act. If there is an absence of adequate hydrology then the excavation can proceed as planned. The Wetland Conservation Act does allow for excavation in Type 1, 2 and 6 wetlands as long as the excavation does not convert the area to deep water habitat or other non -wetland cover type. However, the applicant would not be able to fill in the excavated areas at a later date without that being considered a wetland impact. L - . PK lid 1 � I I U / •ti.�- �. �[ _ _ %� — _ _ � � � ��T t -- - �_--i---_>_\ _--_�-c_-} �� I / \ 111 I `� \ \•moi .J .�� / __ / _ -Inial sa+>x[s = —- •.l -se°'II>raai4 .. \\��: '• / — _ \=: Ng I I I IFJl , �`��-��S\it V -X Nei \ .i �. :•,. �_ \ I (Porch 1) ' / I 1 I / /// _ \\ (Por cel 2) 1IN \Awed nol wScIMI e n SILT i �• wrowt — r \aw°L`" Gaal '1dw _— \_ IJICho' �\\ / �T-`ft •. :, L__ <�/j/I \. Z �°� Wil/ IG-=s—==��IId�—,�_\In (Exception 2)_ / \ Ear.wPee Road —`-- F i jag Cut/Till Fill Sorry -Fill od Contur W Contour ouc Covparieov N. `2 y NG1[ EiRac .1-1-c[ai Zd A[ea Cu: E 3 [\c NE area 2 -MM 1.000 iZZZN5.66 Sq. R. 05322.66 Cu. [u Cc. Yd. 25322.66 Cu. Ytl.<LLo `npio ct,: fll Area 1.000 1.000 142016.56 sq. F[. 27155.34 Cu. Y3. .[C Cu. Yd. 27155.36 N. Y&. Culp nnu�' Totals 264260.33 Sq. Ft. 52478.00 Cu. Yd. 0.00 Cu. Yd. 5208.00 Cu. Yd.<NO HOLASEKFARMS City of Chanhassen Carver County, Minnesota GENERAL GRADING NOTES: 1.) UNDERLYING TOPOGRAPHY FROM INFORMATION PROVIDED BY MN TOPO AND FIELD SHOTS BY HEDLUND ENGINEERING 2.) SEE GRADING AND EROSION CONTROL DETAIL SHEET FOR DETAILED INFORMATION. LEGEND: _ - EXISTING CONTOUR X - SMS EXISTING CRADE ELEVATION EXISTING TREE UNE O EXISYNG TREE —ST—ST— EXISTING STORM $EWER —z—z— EXISTING FENCE —� EXISTING MAGELLAN PIPELINE PROPOSED CONTOUR PROPOSED CONTOUR -STOCKPILE SRT FENCE ROCK CONSTRUCTION ENTRANCE HAUL ROUTE GENERAL EROSION CONTROL NOTES: FRC&QN CONTROL S EDL F- 1.) INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBANCE. INSTALL SEDIMENT FILTERS IMMEDIATELY FOLLOMNG INSTALLATION OF STRUCTURE, L) ADIPES MUST BE STABILIZED BY BEING SEEDED AND COVERED WITH AN ERO5ON CCNIRQ BLANKET ONE MULCHED WH A TAGKIFYING AGENT AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING 3.) ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR/PERMITTEE UNTIL THE SITE HAS BEEN RE -VEGETATED, AT WHICH TIME THEY SHALL BE REMOVED. FOR PROPOSED PAVED SURFACE AREA THE CONTRACTOR MAY REMOVE NECESSARY SILT FENCING TO CONSTRUCT ROADWAY WHILE MAINTAINING ADEOIATE EROSION CONTROL IN ADJACENT MEAS. A.) SUFFICIENT TOPSOIL SHALL BE STOCI(PILED TO ALLOW FOR THE REPLACEMENT OF A MINIMUM OF C OF TOPSOL FOR DISTURBED AREAS MAT ME TO M REVEGATATEO. 5-) THE CONTRACTOR/PERMITTEE SMALL SCHEDULE SITE GRADING. UTILITY INSTALLATION AND ROADWAY CONSTRUCTION SO THAT ME GENERAL SITE CM BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WHIN 11 DAYS AFTER COMPLETION OF FINAL GRADING OR AFTER IA DAYS OF GRADING INACTIVITY. ALL MULCH MATERIAL SHAI BE DSCED INTO THE SOL IN DIRECTION PERPENDICULAR TO THE STORMWATER FLOW OVER SUCH AREAS, 6.) REYEGETATE MM WINTER MIEAT. EROSION CONTROL MAINTENANCE PROGRAM: 1.) INSPECT CONSTRUCTION SITE ONCE EVERY Z DAYS AND WHIM 24 HOURS OF A RAINFALL EENT OF MORE THAN i INCHES IN 26 HOUR PERIOD. 2.) SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 3.) SLT FENCE FABRIC SHALL BE REPLACED PROMPTLY MEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER 15 NO LONGER NECESSARY. l) ALL SOLS TRACKED ONTO PAVEMENT SHALL BE REMOVED DAILY. 5.) MY SEDIMENT REMAINING IN PLACE AFTER ME SLT FENCE OR FILTER FABRIC IS NO LONGER REWIRED SMALL BE DRESSED TO CONFORM MN THE EXISTING GRADE. PREPARED AND SEEDED MNTH THE APPROPRIATE SEED MIX. B.) IN THOSE AREAS WERE WOOD FIBER BLANKET OR OTHER SLOPE STABIUZATION METHOD HAS FAILED, THE ROPE SMALL BE REESTABLISHED, SEED AND TOPSOIL REPLACED, AND ADDITIONAL SLOPE TREATMENT INSTALLED. T.) SLT FENCES SMALL BE REMOVED WHEN THEY HAYS SERVED MEF USEFUL PURPOSE. BUT NOT BEFORE THE UPWARD ROPE AREA HAS BEEN PERMANENTLY STABILIZED. REMOVAL IS REWIRED WITH ALL TEMPORARY EROSION CONTROL FACILITIES (SEDIMENT FILTERS. MAY BALES, ETC.) ONCE STE IS PERMANENTLY STABILIZED BY THE BUILDER. a.) ALL PERMANENT MENMENTATION BASINS MUST BE RESTORED TO THEIR DESIGN CONDITION IMMEDIATELY FOLLOMNG PERMANENT STABILIZATION OF THE SITE, 1W 0 100 200 3DD Ill Scole 1" = 100' I52s, (ISN -ox) I CG- I I W -V 0 LYMAN BOULEVARD a� v� MTMTMTMTMTMTFT \ \ PROP SED B LDING 15!.000 SIF. I I p°� — 285 PARKING STALLS J 1 _J� I O L T AREL_ / \ I I I I y I �16�3 .\ LAJ L A MP E R T A R C H I T E C T S Q. zummN A- 51. Paul. NN 55102 ISI ARCHITECT QRWV CAnON: SPEED • — — 4. / UNITED PROPERTIES ssaa e1.a. w. lo, 150 so I I I I I I I I 1 I vsz-e3°slcssooN 55051 rT r, —1-44 IETANNG WL q, r T3T` /J� LOT 4� F.EA ±231,2911 S.F. (5.31 ACRES) PONDING \ O OR 13.4 ACRES IF < \d RTH j I SHIFTED NO / LL PIPELINE FORE E OF x� Y �\ bLLJCF OR Ti ---- ---------- ---------- J� ------------------ - _ - —___a__________P_PE=1NF_a_va=aa:__ PIPELINE / V CYD MiOFEPll UNE / / NOITN Na1E FNs1Nc •Im PPOPOYD EIOCIOrIRS / ProPc1 Denq,r. JrIE4 e �1\SITE PLAN 104%PLAT� RTM s'R`F'm NO/ / da.a er AS Al sruF: 1' / N •Tama P / 6 NiNYNMT 9M PLM Sh"t Numb, Al rl gG y LYMAN7//// BOULEVARD I I I I I I I I I $ 1 I 1 I 1 A I a �%T I --II I L. r l _ I OR T3.M ACRE5IF HIFlEO NORTH OF PIPELINE EPSEMEM r—r-� I I I L AM P E R T A R C H I T E C T S s.. P.m.ryx ssios IRS ARC Ii CT CERMCAMM: =F PEEvlm as va a eaa aassaa PRC 0 Mt RTY UK ,,J / _ \ •aa eaa �_ _ PIPaf LIxE / / NORTH —ENSTNG uID N1WL3E0 BDlNDN9E5 / PLAN „ T a coFTeEn •9H swATwB AxD / . / / . AI SGtE: P I' A EG=D vuT RFtams y / / OF / Pp / UNITED PROPERTIES w90 Amakan D.e w. 9loomlrplan. Yx SN)I 952-B35-SJ00 \ �\ A L C C ' Lu J, as a =a as f: / / Yom. ua.� uaY� K Da.n Bs w U.4M Bj LL R.gon. 9 ] PlEIAWKY �IWE 1R Street Number Al Project No. 170306-;: 154.0 O S1F. II �265L RIllNG T ARE STALLS�JRESJ__L _ .4 F. �%T I --II I L. r l _ I OR T3.M ACRE5IF HIFlEO NORTH OF PIPELINE EPSEMEM r—r-� I I I L AM P E R T A R C H I T E C T S s.. P.m.ryx ssios IRS ARC Ii CT CERMCAMM: =F PEEvlm as va a eaa aassaa PRC 0 Mt RTY UK ,,J / _ \ •aa eaa �_ _ PIPaf LIxE / / NORTH —ENSTNG uID N1WL3E0 BDlNDN9E5 / PLAN „ T a coFTeEn •9H swATwB AxD / . / / . AI SGtE: P I' A EG=D vuT RFtams y / / OF / Pp / UNITED PROPERTIES w90 Amakan D.e w. 9loomlrplan. Yx SN)I 952-B35-SJ00 \ �\ A L C C ' Lu J, as a =a as f: / / Yom. ua.� uaY� K Da.n Bs w U.4M Bj LL R.gon. 9 ] PlEIAWKY �IWE 1R Street Number Al Project No. 170306-;: x3l'-w L Y M AN B O U L E V A RD 154.0-0 SIF. I I p°�007 1 - I _J 285 L T HARE STALLS - I I I R I A673.44 -F. _ _y 9RDPAY I I I I I 1 I 1 I I I I I OR 13"ACRES IF SHIFTED NORTH OF PIPELINE EASEMENT PTpO¢D PAODIIY IIE /or REiAMMi WL � y LOT EA ±231.2911 S.FF.. (5.31 ACRES) PIPELINE m NOUN FOIE E1u51w0 u1P AWPO3➢ BWOMNES / LAN 16NMT C wTM sRicwB Mm / Al STJ9E: I' 6B -B' / A / 0i / I / / PONDING A L A MP E R T A R C H I T E C T S azo sm.mx 5512 = P.., MW ssM1o>� 1�1 :RaIIECT CERMCAnON UNITED PROPERTIES 3600 �... M.. w. sa. 1. Blpemirplen. YN 55/31 952-835-5. OC u° L UJ �J(.. r L / r.. �-......mss .. Pro%c1 Mtl9n�: JMES e o-a.� By RB RAW . 6 1T NiDYNMT �iY10:09wG Sheet Nombe. Al Project No 170306-2 L Y M A N B O U L E V A R D III I I I •..154.0 0 SJF. •••V •I{I, _ J - 1 285 Pr ARE STALLS ING�_ L L �673,4�.�3.� I OR ""AMS"' " ACRES IP SHIFIEO NORTH O PIPELINE EASEMENT I I I --- � --�---7777-- = PIPELINE PIPELINE — — — — — — — — — __L�.1g......__.......... RIWOSEG MWERTT UNE / / NOETN NOTE E. -"G LNo PRCP040 d}M.WiES I SITE PLAN /\ wST GE mw D W. 91iK90R AI SUiE: PLANRAL IECPmS / y / / / A L A M P E R T A R C H I T E C T S .20 5—. A.nw W 99 P-1. M '5102 1�1 AROINCT MRU4CATRRI: NFPA,m n ¢ w VYA w oPTn agppp, xo m•1 � w tum,sm rAo.Ea A 491n, ¢ 1 9 UNITED PROPERTIES Moo Mn 'n 9M. M. SUM• IN Moomingkon, NN 55451 9527.1}5-5}op LL \b Q w < G Y w QN> - C i / Rojlcl DaiPw: JNES 8 0.on, BX JB m.rAee er u R. 6/20/17 PRELNNARr SITE PLAN eet Nvmb=, Al Project No. 170305-2 L Y M AN B O U L E V A RD � I I I I I ... 154,000 SIF I I I I I lo - 1 285>ING Slt' ^o AREST� - - _ L TARE I I I X633.44 rT Y'-fW^r T -T I I I I OR 13.MA RES IF SHIFTED NORTH OF PIPELINE EASEMENT //p/ � --_--_—_—=_—c_—c_ --- PIPELINE MWOSED NICPERIY UNE T-r--i--t I I I I ,a --r- 0 J LOT AREA *231,291 S.F. (5.31 ACRES) PONDING ------------ PI P t;L INCE NOLTI Wti EM"NO MO PROPO4D BOUD / @SITE PLAN „ wsT a CD Mam N1N RYPERN Yn / AI SCA1E: a4T NECONOs / A /. 0 / / O / P / p / �P`�� / / L A M P E R T A R C H I T E C T 5 420 summa A—. s SL P 61.,YN M102 101 AR09IECT CD3TIEICAININ: UNITED PROPERTIES }fi00 1m.riean BIM. V. Suil. )50 Wwmiigran, YN 5N]1 953-635-5300 \ \ CC L\ ,O y Q C � C_G C Y w Q�� J - ro L = u Re}[I D./PrY: DYES 6 0.wn &F RB gacM.E 6):LL ft Y 6/20/1] PRF3LNAVY SITE PLAN Sheet Number Al Project No 170306-2 L Y M A N B O U L E V A R D Ca] L A M P E R T A R C H I T E C T S 12. Su—H A~u. — Paul. .WNx15510 nvnx'xsw' ARC WU CERM3CAPM PROP SED R ILDING .� _ 154.0 Q9F. I 1 I I 285 P TRKNSTALLLSJ L 77�I— 1 ,44 6T3:4 I I I I I 1 I 1 I y rl (� IETA6wID wALL rl R 1J.00 ACRES IF 4 SHIFTED NORTH OF / PIPELINE EASEMENT 8 Pe m;a els Ea as —a e ..-..- _ aRo PROPERTY CP05EUK —aaaa�aaPm��lvEaaa ve= _a a a— � — "MTM xDR BNSTRc AND PRaPDgD RDr aAacs sT'PLAN „ lAT a ca1PHHED w3N saRSTraa AxD / . ' / / A7 sCNF: PLAT T. / y �. di / �No ' SPO ' / / / / UNITED PROPERTIES 36M �on Bl,d. W. suxa )50 III-1,lan, WN 55131 952-B35-530 LE J6D .cc G W L / = u aaa��aaaaaa� j, Pnlxal D.Wpr JwES S Da.n ax J6 a.aa6 EP u R6NNon6 6 T PIEILNMY SITE PLAN Al P,C ,t a 70306-2 PROPOSED BUILDING 328,310 S.F. LOT AREA *217,509 SF. (4.99 ACRES) 6 -pc C PIPELINE L Y M A N B O U L E V A R D T ri I I 1y{II I 13 RES I I I I I as a a a a- z a Pa l sa c a a a as za as _ PROPOSED PROPCRV LAE MNL A � LOT AREA \�'! ±231,291 S.F. (5.31 ACRES) PONDING 1 J--z ��l�-------------- - — — — — — — aaa s �s as aaaaaa aaa as e a a aaaav a as—AA--1—a a� NDETN NOW E.STNc AND PRCP05T0 BQINOAKKs / ATE PLAN WST 9E CONIIRNEO rTN sRntrcR AIO / @1 /' Al 5C'4F: le eD—O PLAT RECORDS / / P / 0 IR- / / / / / A L AM P E R T A R C H I T E C T S .2D Sammi, 10 51. Poul. YM 55102 1I TCAR .121 Y .nr. wrynRmprl- mm ARCNIIECT f£R11FlCAl10R: IUOi ml Vv Ilei Ixi PLAN ROtlriM O1 ee"e, MS 9.V[IIM9d YO r1Y�A •~OYLr LA. ovr um.ncr uu�1t iA .s rl( s(� PR��M`` N T UNITED PROPERTIES 3. A..H_ & SWM1 ]30 Maomin9lon. YN S54]1 eee952-M5-5300 C LL Y Lu —J C IL / � v / Project 0ea19aa: ANES R Or— EX AR ONctN RF LL RaweimP 1 t 1 PREIINYI. SITE PLAN Sheet Number Al Project No. 170306- ✓psi CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #2018-18 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: Holasek Business Park 2. ). The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: See Exhibit A 3. Conditions. The Wetland Alteration Permit 4kpprove06bject to the following conditions: a. Sec. 20-409. Decisions under this article must not be made until after receiving the determination of the technical evaluation panel regarding wetland public values, location, size, and/or type if the city council, the landowner, or a member of the technical evaluation panel asks for such determinations. b. Any projects seeking a wetland alteration permit subject to this article will also be required to submit the following incomplete requirements: Existing and proposed drainage areas to wetlands; Buffer strip plan meeting the criteria of subsections 20-41 l(c) and (d) C. Sec. 20-416. Mitigation. Wetland mitigation shall be undertaken on-site. If this is not feasible, then mitigation may occur locally within the subwatershed. If this is not possible, then mitigation may occur outside the subwatershed, elsewhere in the city. If mitigation cannot be accomplished on-site, or if the city deems it necessary to perform mitigation off- site, then the applicant shall be responsible for providing off-site mitigation within the major subwatershed, as designated by the Minnesota Wetland Conservation Act, or purchasing wetland credits from the state wetland bank. Staff believes mitigation can occur on site by expanding the wetlands in the south outlot. d. Stormwater runoff shall not be discharged into wetlands without water quality pretreatment as prescribed by this Code. e. If a wetland alteration permit is issued allowing wetland alteration, the following standards shall be followed: (1) The alteration will not have a net adverse effect on the ecological and hydrological characteristics of remaining wetland; (2) It shall be located as to minimize the impact on vegetation; (3) It shall not adversely change water flow; (4) The size of the altered area shall be limited to the minimum required for the proposed action; (5) The disposal of any excess material is prohibited within remaining wetland areas; (6) The disposal of any excess material shall include proper erosion control and nutrient retention measures; (7) Alterations to any wetland area are prohibited during waterfowl breeding season or fish spawning season, unless it is determined by the city that the wetland is not used for waterfowl breeding or fish spawning; (8) Alterations to wetland areas shall be mitigated in accordance with the requirements of this article if the activity results in a loss of wetland area and/or function and value of the wetland. f. The alteration shall not alter the hydrological patterns in the remainder of the wetland, if a portion of the wetland remains, unless exempted under Sec. 20-417. Please show how hydrologic patterns will not be altered for the remaining wetlands. g. Sec. 20-405. Wetland delineation. An electronic copy of the delineated wetland boundaries must be submitted in a format compatible with the city s GIS database. h. Sec. 20-406. Wetland classification. All wetlands delineated under Sec. 20405 of this �I article that have not been previously classified shall be classified using the results from the Minnesota Routine Assessment Method for Evaluating Wetland Functions (MnRAM Version 3.0), or future versions. A MnRAM shall be completed by the property owner or applicant for each previously unclassified wetland. An electronic version of the MnRAM evaluation must be submitted to and approved by the city to establish the classification of each wetland prior to any alteration or impact to the wetland. i. An approved Notice of Decision (NOD) for Boundary and Type is required for a 1 complete application, however, the applicant has been very involved, communicative, responsive, and fully participatory in the application process. Staff will accept the application in process as the TEP has met prior to deadline for completion. The NOD will be issued by November 27, 2018. Staff review will be conditional upon an approved NOD for Boundary and Type. k• Based' S1mbmlSSlOn the city vin rmamyr+ of lame} nnr adA:}innal CI/�}� A grading permit cannot be issued until the applicant has completed the WCA process. Wetland Buffers. Wetland buffers and buffer monumentation will be required adjacent to the wetlands on-site. Please indicate wetland buffers widths and locations where signage will be placed on a plan sheet. Please find additional information on signage placement in the guidance document attached. The WMO provides signs and sign posts for the cost of materials. Alternative signs (by the city or applicant) are also acceptable provided they contain similar information. Do the wetland in the southwest corner of the site, Building C on Lot 3 may need to be sd east or reduced in size, the drive aisle, parking and loading areas may need to be �* Ed to the east and north. �w M. Sec. 19-146. Wetland elements. 1) Water level fluctuations (peak elevation and duration) for wetlands shall be limited to two feet and duration not to exceed 48 hours so as to prevent the destruction of wildlife habitat and wetland vegetation. 2) Sedimentation basins or sediment removal devices shall be provided prior to discharge into wetlands. 3) Variable bottom contours should be considered to provide deeper holes and flat shallow benches. This feature will provide habitat for diversity of plants and wetland inhabitants for wetland mitigation sites and stormwater basins. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lgpse. 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 Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 10, 2018 3 CITY OF CHANHASSEN M SEAL STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) Denny Laufenburger Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of 20� by Denny Laufenburger, Mayor, and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 G! Notary Public Exhibit A Leval Description The South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County, Minnesota; AND That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feet more or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of 115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly, along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feet along said West line of said Section 15, to the point of beginning; ME The Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota; EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of way line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company; AND That part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chains West of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains; thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest comer of said Northwest Quarter of the Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning; 5 EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road; AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of Stone Creek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota; AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registered land described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutes East a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government survey thereof; AND All that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company. 0 DATE PLANNING CASE PROJECT SWMP FEE WORKSHEET 11-29-2018 Check 'Y' for Development Type DEVELOPMENT TYPE PER ACRE FEE Park/Open Space $4,640 Low -Density Residential $8,160 Medium -Density Residential $9,790 I ownhouse, Apartment, High -Density Residential $14,660 Industrial $21,160 c Commercial $30,910 SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE ACRES FEE GROSS AREA $21,160 54.3 $ 1,148,988.00 WETLAND $21,160 $ WETLAND BUFFER if in conservation easement $21,160 $ OUTLOTA $21,160 12.7 $ 268,732.00 ROW DEDICATION $21,160 5.2 $ 110,032.00 $21,160 $ - NET AREA 36.4 S 770,224.00 ('KI:DI-fs ITEM VOLUME for 1.1" ABSTRACTION VOLUME %of1.1" REMOVAL VOLUME PROVIDED REMOVED CREDIT Infiltration ( 1\ #DIV/0! #DIV/0! Reuse #DIV/0! #DIV/0! #DIV/0! #DP✓/01 #DIV/0! #DIV/01 #DIV/0! #DIV/0! I SUIV/V: I SWMP FEE SWMP CREDITS 770,224.00 #D/V/01 TOTAL SWMP FEE #DIV/0! '��Samb�atek Client EDEN TRACE CORPORATION 8156 MNLWV R. O3M'NASSENMN 5530) Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN Guo a��.wvu�x. n n �s3n Certification wne.m�me�.v +�.a. wzsz o...Jwv/mse Summary Revision History xo ma ey s�emrzm/Neri6n Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. 21274 8�a batek wwws»tek.mm ®werrur.,srvo ��4yw�o A46�bwb Client EDEN TRACE CORPORATION arsswa.axya. auww4m,.wson Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN �iowwxxivo. anxxuvx, rnx ss3v CeriffiCation wxuM Wicl4hrr, gseaw W25] oa'10/1W301B Summary Revision History xoma ey wxmma/xoe� Sheet Title SHRUB PLAN - NORTH Sheet No. Revision L1.02 Project No. . __. . —Notes /•� / // / t\ I I LH ,� za ;; i i za xs IT I..a,x waa �am�..=4.�xox am 1.—A.- 11 o.e ,.,.....a...,,...n.. mm' P. IT ITATA m a m a .xa/ aacex. x.cawTO yyv w de ev �.xwanm4..wn..ian...rt AT.— _AA a nvvx vn m:u•en Area., ow6. A. IVG NOTES: ..T,Z m e.w aunua.rtiewrae.na[orurewrnxssxexmwxneUi I.I_ AA_.w....:exwonxm:vu.a=.s ' I AT xx� Rol YNNs mx ATOAA TA- In 1E IIE .teMsssia..v s a TOm..�e� AOAATA A. AA__bo TIAIAlY SN/eimrnotreem sp x r ux.aoa .wnnxlwall Pxuna�Iwn cvra[��8suwnmu—u�.t •r 1 _z: ® wnlY AA_IIAAATI— wrnne sp 8H IC J v 26 Mw.nrv/o's:e'/suave Ma.p kUj 0 I— nex.,[tcxwaoxwv[:(et sv,m^eoo siawsn[.weOAT sawmpnrue. —Notes /•� / // / t\ I I LH ,� za ;; i i za xs IT I..a,x waa �am�..=4.�xox am 1.—A.- 11 o.e ,.,.....a...,,...n.. mm' P. IT ITATA m a m a .xa/ aacex. x.cawTO yyv w de ev �.xwanm4..wn..ian...rt AT.— _AA a nvvx vn m:u•en Area., ow6. A. IVG NOTES: ..T,Z m e.w aunua.rtiewrae.na[orurewrnxssxexmwxneUi I.I_ AA_.w....:exwonxm:vu.a=.s ' I AT xx� YNNs mx ATOAA TA- In 1E IIE .teMsssia..v s a TOm..�e� AOAATA A. AA__bo TIAIAlY SN/eimrnotreem sp x r ux.aoa .wnnxlwall Pxuna�Iwn cvra[��8suwnmu—u�.t •r I� ® wnlY AA_IIAAATI— wrnne sp O Mw.nrv/o's:e'/suave Ma.p sp 0 I— nex.,[tcxwaoxwv[:(et sv,m^eoo siawsn[.weOAT sawmpnrue. .TIATO wxN Ina a osseomex eorumm wTT, 11D x _n, � m w WRWiIgN NOIFS TO n 6sMa.PMo len'/Sm:.naeYFm .mReeam.a.,,�.em,...a.,,»w.aen�a�.xo<a ,...�. x TREE PLANTING DETAIL IAAAI SHRUB PLANTING DETAIL um a .w J 7` 'I,NGS I ----------------- E3 \_I_� / \_L/ IT A� '17 GL BH 10 P- 17 �.— W WASNE1 R a100'YUYN WW ." " fRLEBIE.( �'MN%SrEEIEWER INA(YI W/STME /3-'\ MAINTENANCE STRIP 4 �!IY II��•� I ROCK MULCH PLANT SCHEDULE SHRUBS SOUTH xx� YNNs mx emxxlwx.an/cwmw x.P xac me ® AA__bo TIAIAlY SN/eimrnotreem sp W WASNE1 R a100'YUYN WW ." " fRLEBIE.( �'MN%SrEEIEWER INA(YI W/STME /3-'\ MAINTENANCE STRIP 4 �!IY II��•� I ROCK MULCH PLANT SCHEDULE SHRUBS SOUTH YNNs mx emxxlwx.an/cwmw x.P me ® AA__bo TIAIAlY SN/eimrnotreem sp x r I� ® wnlY AA_IIAAATI— wrnne sp O Mw.nrv/o's:e'/suave Ma.p sp 0 a...maluuw..'/ems.er.o.ns...: sp x O x usiMaeDmY/lPPn^s:� 1pl . ® 6sMa.PMo len'/Sm:.naeYFm Sp x RLL sxRNa pEns ro x YuscxEo waTN oauxr saarcroEo NeRRwom NYux ro LEGEND T ~�� r I� IIE a [e osw W NORTH x Sambatek savam e:. mm �c "•ae�r rem :geI6bY Ym. A:w'1 S.ryp M1..a r,u.un Client EDEN TRACE CORPORATION Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN xw. cnu:xnssEx, Nlx ss3v Certification WimL GYrW wMSE oe'. 1619/LOY Summary Revision History No. mete RIM514` OSI/NMsion Sheet Title SHRUB PLAN -SOUTH & DETAILS Sheet No. Revision L1.03 Project No. 212]3 DEPARTMENT OF THE ARMY ST. PAUL DISTRICT, CORPS OF ENGINEERS 180 FIFTH STREET EAST, SUITE 700 ST. PAUL, MN 55101-1678 November 16, 2018 REPLY TO ATTENTION OF REGULATORY BRANCH Regulatory File No. MVP-2018-02897-JTB Eden Trace Corporation c/o Mark Undestad 8156 Mallory Court Chanhassen, Minnesota 55317 Dear Mr. Undestad: This letter concerns your request for Department of the Army authorization to discharge fill material into 4.58 acres of wetlands for the construction of a commercial development in the City of Chanhassen. The project site is in Section 21, Township 116 North, Range 23 West, Carver County, Minnesota. The proposed project will be reviewed as an individual permit because the total impacts of the commercial development project are over 0.5 acre of wetland fill, making the project ineligible for general permit authorization. As part of our analysis of this project, we must determine whether it complies with the guidelines of Section 404(b)(1) of the Clean Water Act (CWA). These guidelines require that when a project is not "water dependent," that is, it does not need to be located in or near wetlands to serve its basic purpose, it is presumed that there are alternative upland sites available and that the use of the upland sites would be less environmentally -damaging than the proposed alteraY,n of the wetland. Your project does not require access to, proximity to, or siting within a wetland to fulfill its purpose. Therefore, it is incumbent upon you to clearly rebut the presumption that upland sites are available and would be less environmentally -damaging than your proposal. The fact that you may not own the upland site is not, by itself, sufficient to rebut this presumption as long as upland property is available at a reasonable cost. The information that you provided in your October 17, 2018 Wetland Permits Application is insufficient to demonstrate compliance with the Guidelines at this time. Please provide, the following additional information: 1. Further define the purpose and need of your project. a. The project need is simply the specific problem or problems that need to be addressed and is what "justifies" impacts to wetlands, tributaries, and other environmental resources. b. The project purpose is the objective or desired outcome of the project that addresses the problem(s). The project purpose should be specific enough to define your needs, but not so restrictive as to preclude all discussion of alternatives. c. In general, the purpose and need should define why the proposal must be implemented, have the ability to be quantified by some means, and should be as comprehensive, specific, and concise as possible. Regulatory Branch (File No. MVP-2018-02897-JTB) 2. Provide an off-site alternative analysis for the proposed project. The off-site alternatives analysis needs to be adequately addressed for an individual permit to be issued. Ownership of the preferred alternative site does not eliminate the need to evaluate alternative sites that would result in fewer impacts to waters of the US. Site selection criteria need to be clear, concise and measurable. Site Selection Criteria may include: Quantify the minimum amount of buildable land necessary to achieve the project purpose and need. This information will be used to identify nearby sites to include in your off-site alternatives analysis. Once alternative sites are selected, provide a written discussion detailing the reasons why the each site is an impracticable location for the proposed project. A written discussion must be provided for each individual alternative site. Additionally, provide a map that clearly indicates the locations of the alternative locations that were considered for this project. Each proposal is judged on its own merits. Permits are issued only when projects comply with the guidelines of the CWA, and would provide public or private benefits that equal or outweigh project detriments. Our regulations require us to deny all other applications in order to protect the public interest in maintaining the integrity of the waters of the United States. In addition to the information requested above, we also request that you provide the following information: 3. If tree clearing is part of the proposed project, please include a map showing the removal area and the proposed time frame of tree clearing. This information is necessary to evaluate potential effects to the federally threatened Northern long- eared bat. Replies should be emailed to the contact below or addressed to the U. S. Army Corps of Engineers, Regulatory Branch, 180 Fifth Street East, Suite 700, Saint Paul, MN 55101-1678. If we do not hear from you within 30 days of this letter, we will assume that you are no longer interested in obtaining this permit, and we will close our file. If you have any questions, please contact me in our St. Paul office at (651) 290-5446 or Justin.T.Berndt@usace.army.mil. In any correspondence or inquiries, please refer to the Regulatory file number shown above. cc: Jessica Abernathy, Sambatek Todd Ullom, Sambatek Vanessa Strong — LGU Ben Carlson — BWSR Justin Berndt Project Manager Page 2 of 2 '.111114.1(: •lNUOIN.A1le • I r I ® �� 0000000000000 000000 0 ooC`o00 �o+ 494"4 + + + +,+ + + + + + + + + ++ ++J+ + + ®� L - - -I-0000 000 000000 T I 9�4.9 vv I + 29 AD AD BH 33 I I II I I 18 I \ I I I }III 31 25 \ �,� �\ \��_ 26 19 0 �- v1I 10 II I v I I I } I ISI I v /-� v v .- II I + II 1 1 1111 I I 111�1�v I/ I �I► v\ I v ` ,/ + \ \ I I I I I I III I \ `\ I I I \ \ \ I / / / / LB �+ + \\ � 29 ++1 x:+ /+► l \ \ - I � + ® _ .2 — \ \ / — LI / -- �`' 43 944 \ \ D 9A1 \ \ 943\ ( \ III \ / // // / / + ° 942 941 _`1I( '!(/// //// / / E S + - ---- I 7- i1 + \l ` \ \ \ t ) r---- 9az ° + ++ d � •� \ \ \ '\ �_`\,\\\ \��// /IIII / / I. 1 �, / // 11 / /I/ 1/ � / / + I \ �\ �• ` / ( I / / % / l ll'I / l� / / / / / 942 / o S 941/ / W o \ \ \ \I11111� Ill // �/ � //l/ll/%// � // + I 941 :D: ` \ ` ` \\ \ \ ` \ ` — — — — — / / / // / / 941 / \ \ \\\ /`}�\ ' v v // ++�++ —��vwv \ \ �� vv v v / / ni #a� ++++ + 939 d 1 ( / / \� \ \\\ \ \ \ \ \\ \ \\ \ / 940/ I I (( ! \ �/ / + + + + 1 + \ \ i + + + m a ° I + + + -�III VA\� V\ \ } \ \ v 939 _ - / I I } /( / + +++-4 II S (/ \\ \ \ \ \ \ \ Z— + ++ + + + _ \ \ \\ \ \ \ \ \ 938 + +++++-1 +1 >I Io _ 1.I +oIlC\\SII I II I I I II, III \ \ \I ++ + +++ +++ + ++ l\ +++ f- + I I iilu7 ++ 1+ ® +\ F I„ >++1 �' \\ �I IIII I 11'1111\I\ \ / �\ \��\ c" /�/� / / / I I�\�\\\\ \I. ` ®� +\�+ ++1 A �11II I�I Iv I I I I I IV A �} / v� V \V A�\ \ \ \ I11� A ®�++++++� + \ \ I I \\ 1 I I \ I \ -- / I \ \ I-++++ + I\`v ` ®�+++ + +� 1 � � IIS '/ / l — � / /___-- GL / � \` LB SS �' BH LB SS `� GL I\I\\\\\\\�`� 1 �/ / I ! / / / _ \\ \ � _ LB I � SS <\ / - 26 25 32 �\ \� \�` - = J IJ(/l 30 38 - 1 I 22 \ _ 19 \ \ \ \ ® +++++ \ _ / \ > 25 10004 --- 10005 \ \ i j �/ l / / / I I 929.27 — _ \ t / – / \ \ \ \ I ♦ ,' 935.21 1 I _ I fAgl - . g i (/ \ pp �� —— -941 L. Ic +.- + < 11,-�� + \�� ALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH -MULCH TO BE NATURAL COLOR W, Lu1E-11:5lam-US r:waelaney L:\PKUJLL,f\Lit/a\l U\LJNI\>nee6\[12/4-L1-UNU.owg NORTH 0 30 60 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client EDEN TRACE CORPORATION 8156 MALLORY CT, CHANHASSEN, MN 55317 Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN 8610 GALPIN BLVD. CHANHASSEN, MN 55317 Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. William L. Delaney Registration No.40252 Date: 10/19/2018 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. Summary Designed: PsM Drawn: PLF Approved: GDA Book / Page: Phase: PRELIMINARY Initial Issued: 10/19/2018 Revision History No. Date By Submittal / Revision 11/02/18 JMW City Resubmittal Sheet Title SHRUB PLAN - NORTH Sheet No. Revision L1.02 Project No. 21274 —LEGEND — PLANT SCHEDULE SHRUBS NORTH PROPOSED EXISTING PROPERTY LIMIT — — — — CURB & GUTTER — – – SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY – BUILDING EASEMENT � g_., tet/–�1^/ IC Aronia melanocarpa 'Iroquois Beauty' TM /Black Chokeberry 5 gal 79 RETAINING WALL o0000000a WETLAND LIMITS TREELINE © AD Cornus alba 'Alleman's Compact'/ Tatarian Dogwood Bulb 44 SIGN i PIPE BOLLARD ® BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 19 STORM SEWER (p}---..... 00.......-..----- O _.� SANITARYSEWER ii, --------- WATERMAIN I O LH Hydrangea paniculata 'Jane' /Little Lime Hydrangea 5 gal 58 DRAINTILE — Poo — �'l — YARDDRAINe LANDSCAPE EDGING — — — — — GL Rhus aromatica 'Gro -Loi Gro -Low Fragrant Sumac 5 gal 70 TREE TO BE REMOVED 0 a SS Rhus typhina 'Dissects' /Staghorn Sumac 3 gal. 9 LIMITS OF DISTURBANCE - TREE PROTECTION FENCE TP RIP RAP (07r) OSpiraea nipponica 'Snowmound' / Snowmound Spirea 5 gal 50 0 AW Spiraea x bumalda Anthony Waterer' / Anthony Waterer Spiraea Bulb 19 a 0 LB Syringa x'Bloomerang' / Lilac 5 gal 109 PERENNIALS CODE BOTANICAL NAME / COMMON NAME CONT CITY OAFS ° Sedum x'Autumn Fire' / Autumn Fire Sedum 1 gal 32 ALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH -MULCH TO BE NATURAL COLOR W, Lu1E-11:5lam-US r:waelaney L:\PKUJLL,f\Lit/a\l U\LJNI\>nee6\[12/4-L1-UNU.owg NORTH 0 30 60 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client EDEN TRACE CORPORATION 8156 MALLORY CT, CHANHASSEN, MN 55317 Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN 8610 GALPIN BLVD. CHANHASSEN, MN 55317 Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. William L. Delaney Registration No.40252 Date: 10/19/2018 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. Summary Designed: PsM Drawn: PLF Approved: GDA Book / Page: Phase: PRELIMINARY Initial Issued: 10/19/2018 Revision History No. Date By Submittal / Revision 11/02/18 JMW City Resubmittal Sheet Title SHRUB PLAN - NORTH Sheet No. Revision L1.02 Project No. 21274 V - ° t, ' `/ I, ,F � � -� '1.�, '�,°n�7• /fry / � • 'I ----___ __-____ ,_ .r�r+»wileeYll'! - ----_��. I - _ I -- Ed q �• I v • m •I IME 1 ` i' � �� ,:. ,.,.:::, ........, .._ ......• .�- ... �• ::: A O C O O O O C OaA70Is1fe.Is_ ws.arwr�T� � � � - • - - - - :...... _ _ - - --- �• ) �. ��II�I� �Il��l _ \ 7 / Do I x , - ` ~ X XIII./ �-- / x x 101Xvr!u'ivae • •"`nn as \ - --- V A V - I � � F� _ m _ 201- 2 -- - NOTES CODE BOTANICAL NAME/ COMMON NAME CONT PROPERTY LIMIT GENERAL NOTES: TURF AND TOPSOIL MANAGEMENT NOTES: IC 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS Requirement. A minimum of twelve inches of topsoil must be provided in all green space RETAINING WALL `i r...`l� RELATING TO THE NATURE AND SCOPE OF THE WORK. areas of the project. Topsoil shall meet one of the topsoil standards described in § 153.60(A) Bulb SIGN Qii".n,PQ. OnwPaior below. When available on-site, topsoil shall be managed to protect and/or restore soil BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. WATERMAIN 84 OLH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, permeability to non -compacted soil conditions following construction. LANDSCAPE EDGING - - - - - - - 56 AND PERMITS GOVERNING THE WORK. v • m •I IME 1 ` i' � �� ,:. ,.,.:::, ........, .._ ......• .�- ... �• ::: A O C O O O O C OaA70Is1fe.Is_ ws.arwr�T� � � � - • - - - - :...... _ _ - - --- �• ) �. ��II�I� �Il��l _ \ 7 / Do I x , - ` ~ X XIII./ �-- / x x 101Xvr!u'ivae • •"`nn as \ - --- V A V - I � � F� _ m _ 201- 2 -- I` Dec 04, 2018 - 11:53am - Userwdelaney 0 7/%% \ PLANT SCHEDULE SHRUBS SOUTH - NOTES CODE BOTANICAL NAME/ COMMON NAME CONT PROPERTY LIMIT GENERAL NOTES: TURF AND TOPSOIL MANAGEMENT NOTES: IC 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS Requirement. A minimum of twelve inches of topsoil must be provided in all green space RETAINING WALL 26 0 RELATING TO THE NATURE AND SCOPE OF THE WORK. areas of the project. Topsoil shall meet one of the topsoil standards described in § 153.60(A) Bulb SIGN 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE below. When available on-site, topsoil shall be managed to protect and/or restore soil BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. WATERMAIN 84 OLH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, permeability to non -compacted soil conditions following construction. LANDSCAPE EDGING - - - - - - - 56 AND PERMITS GOVERNING THE WORK. (A) Topsoil standards. Rhus aromatica 'Gro -Low' / Gro -Low Fragrant Sumac 5 gal 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE (1) Carver County topsoil standard. o SS Rhus typhina 'Dissecta' / Staghorn Sumac ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO Table 2. Carver County Topsoil Standard. 8 ADDITIONAL COST TO THE OWNER. 5 gal 5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY Requirement Range Test Method LB Syringa x 'Bloomerang'/ Lilac 5 gal UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE Material passing the'/. in [19 mm] 100% ASTM D 422 NOTE: RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE Material passing No 4 in [4.75 mm] 85% CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. Clay 5%-30% ASTM D 422 POSITION THROUGHOUT THE WARRANTY PERIOD. IF 6. LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING Silt 5%-35% ASTM D 422 STAKING IS REQUIRED BY SITE CONDITIONS, INS INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. Sand 38%-75% ASTM D 422 CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT Organic matter 3%-15% ASTM D 2974 WEBBING AROUND TRUNK OF THREE (NO WIRE OR NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS pH 6.1-7.5 ASTM G 51 CABLING TO BE USED) SHALL BE BROUGHTTO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. Compaction - 1,400 kilopascals (kPa) / Field test WRAP TREE TRUNKS ONLY UPON APPROVAL BY 1.5" WASHED RIVER ROCK MULCH 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EX ST. QUANTITIES 200 pounds per square inch LANDSCAPE ARCHITECT 18" WIDTH FROM BUILDING SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO (psi) in the upper 12 inches VERIFY QUANTITIES SHOWN ON THE PLAN. of soil, Or PROVIDE &INSTALL RODENT PROTECTION 16'I THICK STEEL EDGER (BLACK) W/ STAKE 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. - bulk density of less than 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL 1.4 grams per cubic GREATER X 36" HT.. STAKE IN PLACE CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING centimeter (g/cm3) in the INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6 O.C. MAXIMUM SPACING. upper 12 inches of soil TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED, ROOT IF NEEDED. ROOTBALL WITH IN 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. OORDER RDER ROOT IF ABOVE ADJACENT Do NOT COVER TOP OF ROOT BALL WITH SOIL. (2) Match existing soils. For sites that have not been previously graded, a site PLACE NO MULCH IN CONTACT WITH TREE TRUNK -� �I=-•--==- PLANTING NOTES: I. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN specific topsoil standard can be developed using one of the methods described below: (a) Soil survey data. A site specific topsoil standard can be developed REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL THE IMMEDIATE AREA. information on physical soil properties from the Natural Resource Conservation Service's g P y P P BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OFusing .__, FINISHED GRADE AND EDGE 2. Web Soil Surveyfor Carver County. The proposed sitespecific standard must be submitted prior AGRANULAR PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS P P 30" RADIUS MULCH RING ROOT BALL EDGE CONDITION ; - ! 1 -III_- - (I -iii-=III-1 - I_ ; - j =111 _! 1=111 - ( ! - RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. to permit approval; ,-,�� VARIES " r N )I `" " 1 T !Vua 4 N PLACE ROOT I-111=111 LI =� ! =.� -L I - =I l -111- ! - L-- CONDITION VARIES - SEE = T- �i i �I 3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, (b) On-site testing. A site specific topsoil standard may be developed i.'szn' BALL ON UNDISTURBED OR ° I��,. MIN. I b I„ II '�" (_I 1= =11 1= - 1= ,�t -I 1= j 1- - �! 1='' PLAN LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE using on-site sampling r g p g esults. One sample shall be collected of the top 12 inches of soil from '�Hkwr'II"'4 ilpi� N�FlyI, COMPACTED SOIL UNDISTURBED a!,;ri)i=INIgrMilYi SCARIFY SIDES OF TREE PIT WITH SPADE eV HAND --I,-I MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. each soil ma unit within the disturbed area of the project. Samples shall be collected and P p 1 P YiIA�I)�ijl�'il" SUBGRADE o,I l,!p (I,,, TO BIND WITH PREPARED SOIL 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. analyzed for percent clay, percent sand, percent silt, organic matter content, and pH. A site Illlj'llitleil' 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASEAND BE CONTAINER specific standard shall then be developed using a weighted average of the samples collected PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. on-site. Sample results and the proposed site specific standard must be submitted prior to permit DIG PLANTING PIT 4" TO 6" OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. approval; or DEEPER THAN ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH F007 7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. (c) Organic matter, pH, and compaction standards. All site specific PRESSURE SO THAT ROOT BALL DOES NOT SHIFT 8. THE LANDSCAPE ARCHITECT RESERVESTHE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED standards shall include the ranges described in the Carver County Topsoil Standard for organic TREE PLANTING DETAIL UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. matter, pH, and compaction. 1 3 MAINTENANCE STRIP 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE (B) Topsoil replacement methods. LANDSCAPE ARCHITECT. L1 .03 1-1.03 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. Carver County, MN Code of Ordinances CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING American Legal Publishing 183 SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE (1) (a) Stockpile existing material and respread. When available, on-site ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. topsoil (A soil horizon) shall be stripped and stockpiled for later reapplication. Stockpiled topsoil 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS shall meet the standard selected for the project. If stockpiled material does not meet the selected MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON standard for the project, the material shall be amended to meet the selected standard or topsoil DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. meeting the selected standard shall be imported to the site. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND (b) Stockpile testing. The stockpile shall be tested prior to respreading. COVER BEDS, UNLESS OTHERWISE DIRECTED. Sample results must be submitted to county staff a minimum of two business days prior to 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO respreading. COMPLETE THE WORK SHOWN ON THE PLAN. (2) Submittal requirements. A "Topsoil Management Plan" shall be submitted 14. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND and shall include information on the topsoil management strategies to be utilized to maintain soil FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS permeability at or above required standards. SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. (Ord. 83-2016, passed 9-20-16) 14. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING TURF ESTABLISHMENT A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS ABOVE: GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE MEET ABOVE REQUIREMENTS. OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE THE ENTIRE BED IN A 6" LAYER AND ROTO -TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 ELEVATION OF TRAIL, SLAB, CURB, ETC. RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 15. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1- NOVEMBER 1), 4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 WILL BE PLACED AT THE RATE OF 65 POUNDS INCLUDING LABOR AND PLANTS. PER ACRE. 16. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. 5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE BEGINNING PLANT INSTALLATION. SWALES INSTALL EROSION CONTROL BLANKET. LANDSCAPE ROCK - SEE NOTES 17. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECTTO PLANT IN 6. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN 17.1. POTTED PLANTS: 4/1- 6/1; 9/21-11/1 DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. COMMERCIAL WEED BARRIER 17.2. DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 17.3. EVERGREEN POTTED PLANTS: 4/1- 6/1; 9/21-11/1 IRRIGATION NOTES: PREPARE SOIL FOR INSTALL 2" LAYER OF MULCH, DO NOT PLACE IN 17.4. EVERGREEN B&B: 4/1 - 5/1; 9/21-11/1 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE ENTIRE BED CONTACT W/ SHRUB STEM FINISH GRADE - SLOPE TO DRAIN 17.5. TURF/LAWN SEEDING: 4/1- 6/1; 7/20 - 9/20 APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. APPLY PRE -EMERGENT HERBICIDEi�jc5(� 17.6. NATIVE MIX SEEDING: 4/1- 7/20; 9/20-10/20 2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION EDGE CONDITION VARIES 411 k 18. MAIN I LINIANILL SHALL 13E N IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT PER WEEK. 12 EE PLA ` MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS 3• ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION, WITH A MINIMUM DESIGN OF .25" IRRIGATION EDGER, REFER TO PLAN AND SPECIFICATION - COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE PER WEEK. LOOSEN ROOTS OF CONTAINER GROWN PLANTS f 1 T l I F= { - - _I EDGER GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD 4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" EXCAVATE PLANT BED MIN. 4" DEEPER THAN MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. ROOT BALL HT. ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE SCARIFY SIDES AND BOTTOM OF PLANTING BED PREPARED SUBGRADE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE WITH SPADE GUARANTEE PERIOD. 19. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF UNDISTURBED SUBGRADE THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 20. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A 2 SH RUB PLANTING DETAIL 4 ROCK MULCH WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE L1.03 e 0 1-1.03 1 ,I•- NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. I` Dec 04, 2018 - 11:53am - Userwdelaney 0 7/%% \ PLANT SCHEDULE SHRUBS SOUTH SHRUBS CODE BOTANICAL NAME/ COMMON NAME CONT PROPERTY LIMIT -- - QTY IC Aronia melanocarpa 'Iroquois Beauty' TM / Black Chokeberry 5 gal - -- - RETAINING WALL 26 0 AD Cornus alba'Alleman's Compact /Tatarian Dogwood Bulb SIGN T 51 Q BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal WATERMAIN 84 OLH .............. rrr .............-..... rrr ...-.__... Hydrangea paniculata 'Jane'/ Little Lime Hydrangea 5 gal LANDSCAPE EDGING - - - - - - - 56 0 GL Rhus aromatica 'Gro -Low' / Gro -Low Fragrant Sumac 5 gal 49 36 o SS Rhus typhina 'Dissecta' / Staghorn Sumac 3 gal. 8 SF Sorbaria sorbifolia 'Sem' / Sem Ash Leaf Spirea 5 gal 36 y �d LB Syringa x 'Bloomerang'/ Lilac 5 gal 31 ALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH -MULCH TO BE NATURAL COLOR -LEGEND NINE PROPOSED EXISTING PROPERTY LIMIT -- - CURB & GUTTER EASEMENT BUILDING - -- - RETAINING WALL 000000000 WETLAND LIMITS WL -- -. -- TREELINE LJ J J J J J SIGN T PIPE BOLLARD Q STORM SEWER a��_��►► SANITARY SEWER WATERMAIN ►�- - DRAINTILE .............. rrr .............-..... rrr ...-.__... YARDDRAIN LANDSCAPE EDGING - - - - - - - TREE TO BE REMOVED LIMITS OF DISTURBANCE TREE PROTECTION FENCE TP RIP RAP 49 0 "6M SCALE NORTH 30 MMI IN Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client EDEN TRACE CORPORATION 8156 MALLORY CT, CHANHASSEN, MN 55317 Project HOLASEK BUSINESS PARK Location CHANHASSEN, MN 8610 GALPIN BLVD. CHANHASSEN, MN 55317 Certification I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. William L. Delaney Registration No. 40252 Date: 10/19/2018 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek Minnetonka MN office. Summary Designed: PsM Drawn: PLF Approved: GDA Book / Page: Phase: PRELIMINARY Initial Issued: 10/19/2018 Revision History No. Date By Submittal / Revision 11/02/18 JMW City Resubmittal Sheet Title SHRUB PLAN -SOUTH & DETAILS Sheet No. Revision L1e03 Project No. 21274